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395 5th St (vault) PERMIT WORKSHEET Certificate of Occupancy C112.1 Job Address: rye Type Work: rZf3 Property Owner: / l Phone # At/ Contractor: Phone # -�q Permit#: Date Issued: Building Inspections: Footing Slab Tie Beam Lintel Nailing / Sheathing °c Framing / Cover Up 3•►i-o t1 Insulation _ Final Building 2,4 Tree Permit# YES NO Electrical Permit# Date/ Copy to 03 ` n2 `1a ' 3 JEA Temp, Pole Permit# Date/ Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric 3 I►.o Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit# p - qaA13 Inspections: Rough 16. 11 -0q .Final I Plumbing Permit# Inspections: Rough / Underslab Topout 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: F JOB ADDRE&&9Jr N _TYPE W01M /I` Z�� rELEP;HONE PROPERTY OWNER CONTRACTOR ( TF_l.F.PR'QNE PERMIT.NuAmmt DATE 2" 7-0/ INSPECTIONS: FOOTTVG SLAB TIE BEAM LINTEL NAM"GAMMATSING FRAARNVGiCOVER ITP INSUTATTON F 2VAL BUILDING CERTIFICATE OF OCCUPANCY Fl•FCMgCAL PERMIT# INSPECTIONS ROUGH FINAL MEMANICAL PERMITS INSPECTIONS ROUGH FINAL PLUMING PERMIT#� - INSPECTIONS ROUG MDER SLAB TOPOUT WA RSEWER FINAL NOTES: h- 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 . . . . . . 4/21/04 Parcel Number . . . . . - - - Property Address . . . 395 5TH ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . SCHARE, ANDREW & RACHAEL Contractor . . . . . . EASTERN SHORES CONSTRUCTION 904 246-6056 Application number 03-00027243 000 000 Description of Work RESIDENTIAL ADD/RENOVATE/ALTER Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL CJTV OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027243 Date 1/09/04 Property Address . . . . . . 395 5TH ST Tenant nbr, name . . . . . . ADD/2 STORY ABOVE GARAGE Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 40000 Owner Contractor ------------- ----------- ------------------------ SCHARE, ANDREW & RACHAEL EASTERN SHORES CONSTRUCTION 395 5TH ST. 1015 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-4305 (904) 246-6056 -------------------------------------------- ---- ---- --------- ------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 230 . 00 Plan Check Fee 115 . 00 Issue Date . . . . Valuation . . . . 40000 Fee summary Charged Paid Credited Due ------------ ---------- ---------- ----- ----- -- --- ----- Permit Fee Total 230 .00 230 . 00 . 00 . 00 Plan Check Total 115. 00 115. 00 . 00 . 00 Grand Total 345 . 00 345 . 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. 71 t� t BUILDING OFFICIAL CITY OF ATLANTIC BEACH CD. For BUILDING / ZONING DEPARTMENT L. Higgins 800 Seminole Road oer SH7 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # OS— Z-77, 43 Property Address: 17-396 5 TfA Applicant: ( �=..y Cil 0 t. Project: t�Dt7tTl�►.1 — ZI`13', STZ &I l -k�yt 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: l Date: CITY OF ATLANTIC BEACH %� sl PERMIT CALCULATION SHEET J v Ju} Date: Address `?'7 J-- S��'� S r -- y.ri Ti o AJ Heated Square Footage @ $ per sq ft = $ Garage/ Shed @$ per sq ft= $ Carport/Porch @ $ per sq ft = $ r Deck S @ $ per sq ft= $ Patio @ $ per sq ft = $ Da TOTAL VALUATION: $ L Q Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: =5 •Z + '/2 Filing Fee $ FLOOD ZONE: - ( ) Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: -7 sz X BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( ) RADON HRS .0050 $ SECTION H PAVING( ) $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 s s� :.3 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) Date: ttJ n Job Address: Owner of Property: *��f "t Cl�-�.� S tNx e—c,--- Address: 3e,5- S�'' C k • 91.V,V� $�". �- z� Telephone: �'ia LH I- H 30 S' Legal Description: Block Number: Lot Number: Zoning District: Contractor: (5%3kw 4�•F �� jric_1 _-X, _ State LicenseNumberC$1 rOfj3';3 Contractor's Address: l bt 5 tP e ti c. ��, Com•k 1� r *CAA cV01 c_ C.l 1�'3 Telephone: 6101- 1626 Fax: 1°`'I` 2`+'1 - Z-2-z o Describe proposed use and work to be done: , Q'� Present use of land or building(s): Valuation of proposed construction: 1A o,o o O What are the dimensions of the added space: Ta feet x feet Will the added area be heated and cooled? `i14 giF New electrical or increase in service? 0 Add plumbing fixtures? 110 Add fireplace? too Add heating/air conditioning? GS Is approval of Homeowner's Association or other private entity required? Neu 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? XNO. 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. XNO. 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.atiantic-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 information pro • his application is correct. 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 goveming 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: (,A Address and contact information of person to receive all correspondence rd "�� 1� print). z Expires Sep. 4,2004 Bonded Thrn Name: �` I� `` ' a�-- .,,ofFAlbatk B99ft.Co. Mailing Address: ` Sl 2— 2 Telephone: " �p Fax: 11 � - iE-Mail: AS TO OWNER: C� Sworn to and subscribed before me this O day of � b e'� ,20 03 . State of Florida,County of Duval g Y Notar 's Signature: �`�./�'`t✓ Uhl.� � .� `""'`�� Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: 1,� Sworn to and subscribed before me thisJ''-` day of dObU� State of Florida,County of Duval .H Notary's Signatur ` )eannette L Hawkinberry MYCOMMISSION# DD124960 EXPIRES FrPersonally kn 4 2006 BONDED THM TROY FAIN INMANCE,INC ❑ Produced id of ation Type of idents ication produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 • http://www.ei.atlantic-beach.fl.us Page 2 Revised 1/14/03 -FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: SCHARE Builder: COASTAL CRAFTSMAN' Address: 395 6TH STREET Permitting Office: ATLANTIC BEACH City, State: ATLANTIC BEACH, FL 32240- Permit Number: Owner: SCHARE Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing Addition — 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 12.0 kBtu/hr 3. Number of units,if multi-family SEER: 13.00 4. Number of Bedrooms b. N/A 5. Is this a worst case? No 6. Conditioned floor area(ft) 360 112 c. N/A 7. Glass area&type a. Clear-single pane 35.0 ft2 - 13. Heating systems b. Clear-double pane 0.0 ft2 a. Electric Heat Pump Cap: 12.0 kBtu/hr c. Tint/other SHGC-single pane 0.0 ft2 - HSPF:8.00 d. Tint/other SHGC-double pane 30.0 ft2 b.N/A 8. Floor types a. Raised Wood,Post or Pier R=20.0,360.0W c. N/A b.N/A c. N/A 14. Hot water systems 9. Wall types a. N/A a. Frame,Wood,Exterior R=13.0,399.0 ft2 b.N/A b. N/A c. N/A d. N/A c. Conservation credits c. N/A (HR-Heat recovery,Solar 10. Ceiling types DITP-Dedicated heat pump) ft2 a. Under Attic R=20.0,360.0 15. HVAC credits PT, b.N/A (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, It. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Con. AH(Sealed):Not In Sup.R=6.0, 10.0 ft MZ-C-Multizone cooling, b. Attic MZ-H-Multizone heating) N/A Total as-built points: 4022 Glass/Floor Area: 0.18 PASS Total base points: 4055 I hereby certify that the plans and specifications covered Review of the plans and jT flAtE Sr by this calculation are in compliance with the Florida specifications covered by this Energy Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: 1'e4wzow� 1 Before construction is completed DATE: Z-7—, 'ZVZ2 I this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 Florida Statutes. compliance with the Florida Energy Code. OWNERIAGENT: BUILDING OFFICIAL: ell DATE: DATE: C09 ---------- ---- —--—------- EnergyGaugeV(Version: FLRCSB v3.22) FORMA 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 395 5TH STREET,ATLANTIC BEACH, FL, 32240- 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 .18 360.0 20.04 1298.6 Double,Tint E 1.0 6.0 15.0 33.76 0.97 490.2 Double,Tint W 1.0 6.0 15.0 30.99 0.97 450.2 Single,Clear S 7.0 8.0 35.0 38.10 0.54 717.0 As-Built Total: 65.0 1657.4 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 13.0 399.0 1.50 598.5 Exterior 399.0 1.70 678.3 Base Total: 399.0 678.3 As-Built Total: 399.0 598.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As-Built Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 360.0 1.73 622.8 Under Attic 20.0 360.0 2.26 X 1.00 814.8 Base Total: 360.0 622.8 As-Built Total: 360.0 814.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood,Post or Pier 20.0 360.0 0.77 275.8 Raised 360.0 -3.99 -1436.4 Base Total: -1436.4 As-Built Total: 360.0 275.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 360.0 10.21 3675.6 360.0 10.21 3675.6 Summer Base Points: 4838.9 Summer As-Built Points: 7022.1 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) 7022.1 1.000 (1.081 x 1.147 x 0.95) 0.263 0.950 2063.0 4838.9 0.4266 2064.3 7022.1 1.00 1.178 0.263 0.950 2063.0 EnergyGaugeTM' DCA Form 60OA-2001 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 395 STH STREET,ATLANTIC BEACH, FL,32240- 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 .18 360.0 12.74 825.6 Double,Tint E 1.0 6.0 15.0 10.43 1.02 158.9 Double,Tint W 1.0 6.0 15.0 11.87 1.01 179.6 Single,Clear S 7.0 8.0 35.0 15.43 2.54 1369.4 As-Built Total: 65.0 1707.9 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 13.0 399.0 3.40 1356.6 Exterior 399.0 3.70 1476.3 Base Total: 399.0 1476.3 As-Built Total: 399.0 1356.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As-Built Total: 0.0 0.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 360.0 2.05 738.0 Under Attic 20.0 360.0 2.62 X 1.00 942.0 Base Total: 360.0 738.0 As-Built Total: 360.0 942.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood,Post or Pier 20.0 360.0 0.88 315.4 Raised 360.0 0.96 345.6 Base Total: 345.6 As-Built Total: 360.0 315.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 360.0 -0.59 -212.4 360.0 -0.59 -212.4 Winter Base Points: 3173.1 Winter As-Built Points: 4109.4 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 4109.4 1.000 (1.060 x 1.169 x 0.95) 0.426 0.950 1958.9 3173.1 0.6274 1990.8 4109.4 1.00 1.177 0.426 0.950 1958.9 EnergyGaugeTM' DCA Form 60OA-2001 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 395 STH STREET,ATLANTIC BEACH, FL, 32240- PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 1 2746.00 0.0 1 1.00 2746.00 1.00 2746.0 As-Built Total: 0.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 2064 1991 0 4055 1 2063 1959 0 4022 PASS p4Z1E Sr42� d EnergyGauge'rm DCA Form 60OA-2001 FORMA 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 395 STH STREET,ATLANTIC BEACH, FL,32240- PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE i CHECK Exterior Windows&Doors_ 606.1.ABC 1 1 _ Maximum.3 cfrn/sgft_window area;_.5 cfm/sgft.door area. t Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall 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 .date. ---fi---- f Floors 606.1.ABC.1.2.2 1 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed Ito the perimeter,penetrations_and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of topfloor;around shafts,chases, 11 soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access,EXCEPTION:Frame ceilings where a continuous infiltration barrier is 1 — installed that is_sealed at the Perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space tested. - Multi-story Houses 6_06 1.ABC 1.2.5 Air barrier on perimeter of floor cavity between-floors.__ _ _ q have combustion air. p p _ _ comply Additional Infiltration re is - 606.1.ABC-1.3 Exhaust fans vented to outdoors,dampers;combustions ace heaters com I with NFPA, ! — 6A-22 OTHER PRESCRIPTIVE MEASURES(must be met or exceeded by all residences.L COMPONENTSI SECTION REQUIREMENTS Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit -- -- — breaker(electric)or-cutoff(g-as)._must be�rovided.External or built-in heat trap required.-_+— Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal _ efficiency of 78%,_ Shower heads _ 1 612.1 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 __-107 1 Separate readily accessible manual or automatic thermostat for each system __ ____ ------ --- --- t — --- —— .__ Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTM'DCA Form 60OA-2001 EnergyGauge&/FlaRES'2001 FLRCSB v3.22 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =84.0 The higher the score,the more efficient the home. SCHARE, 395 5TH STREET, ATLANTIC BEACH, FL, 32240- 1 New construction or existing Addition — 12. Cooling systems 2. Single family or multi-family Single family — a. Central Unit Cap: 12.0 kBtu/hr _ 3. Number of units,if multi-family l _ SEER: 13.00 _ 4. Number of Bedrooms 1 _ b.N/A _ 5. Is this a worst case? No 6. Conditioned floor area(ft2) 360 ft2 c. N/A _ 7. Glass area&type _ _ a. Clear-single pane 35.0 ft2 _ 13. Heating systems b. Clear-double pane 0.0 ft2 — a. Electric Heat Pump Cap: 12.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 112 _ HSPF:8.00 _ d. Tint/other SHGC-double pane 30.0 112 b. N/A 8. Floor types _ _ a. Raised Wood,Post or Pier R=20.0,360.0ft2 _ c. N/A b.N/A c. N/A 14. Hot water systems 9. Wall types _ a. N/A _ a. Frame,Wood,Exterior R=13.0,399.0 112 b.N/A _ b. N/A _ c. N/A d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=20.0,360.0 ft2 _ 15. HVAC credits PT, _ 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):Not In Sup.R=6.0, 10.0 ft MZ-C-Multizone cooling, b. Attic MZ-H-Multizone heating) N/A 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) "Fzt3E sTq?� in this home before final inspection.Otherwise,a new EPL Display Card will be completed �Y ,, _;r 0 based on installed Code compliant features. E„ Builder Signature: Date: Address of New Home: City/FL Zip: WE *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar'a"designation), your home may qualijy for energy efficiency mortgage(EEM) incentives if you 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.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version:FLRCSB v3.22) Cc:, CITY OF ATLANTIC BEACH �. Ford J BUILDING / ZONING DEPARTMENT L. Higgins J1 800 Seminole Road oer - Atlantic Beach,Florida 32233 ="ter (904)247-5800 F° (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # os— Z-7Z 43 Property Address: 5TI-A ZT Applicant: STAT-ZiJ C l `TR_O C7710 k. Project: ADD 6 �Tt>IZ4 ( P; This permit-application has been: I( - Approved Reviewed and the following items need attention: Please re-submit yoq'application wh these items have been completed. Reviewed By: /' Date: Y CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (ALTERATION S/ADDITIONS) r Job Address: siT Date: Owner of Property: *A f L.AJ "� - t"�4 Address: S � C V °t+��"` $ 31-137 Telephone: Q6 7,`'11- H 3 q' Legal Description: Block Number: Lot Number: Zoning District: Contractor: 4 k.,," �,N�Lk'i State License NumberG$C SD G33 Contractor's Address: l of S 101"J , C� k- 'L.,-tp Ttiz-3 ? Telephone: a01- SHS— rt$--t , Fax: - 2w-I - 21.E o Describe proposed use and work to be done: CL S}z:- 3 vC_ Present use of land or building(s): flA`` L"4 4 Valuation of proposed construction: W o 1°° 0 What are the dimensions of the added space: 'A feet x 'Z4 feet Will the added area be heated and cooled? Li14 'S Ir- New electrical or increase in service? O Add plumbing fixtures? -11J0 Add fireplace? go Add heating/air conditioning? GS Is approval of Homeowner's Association or other private entity required? '^`0 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? [KNO. 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. (5�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.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 information pro ' his application is correct. Signature of owner: Date: to 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: C/ ' Date: fy Address and contact information of person to receive all correspondence r c �Fb �q print). p p Uo an 4 5'�'1�`�' < Expire® Sep. 4,2004 Bonded Thru Name: <7 I� rLl t� %.FOF Boaft Co. Mailing Address: l S S S-� ,(a " F�L' -3 2--32 Telephone: 2-1-ft Fax: 0 E-Mail: AS TO OWNER: C� , Sworn to and subscribed before me this O _day of ��Ub e'r ,20 03 . State of Florida,County of Duval �j Notary's Signature: Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: ,,u✓,,2 Sworn to and subscribed before me this day of 2u State of Florida,County of Duval Notary's Signatur =X ` 41, Vii-,, )ear►r►ette L Hawkmberry ;.: •,r MYCOMMISSION# DD124960 EXPIRES personally kn ?'- eonoeoTHMT YFAINIO PANCEINC Produced id of ation Type of idents ication 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 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 03-00027243 Date 3/05/04 Property Address . . . . . . 395 5TH ST Tenant nbr, name . . . . . . ADD/2 STORY ABOVE GARAGE Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property, Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 40000 Owner Contractor ----------- ------------- - ----- ---- --- ----------- SCHARE, ANDREW & RACHAEL EASTERN SHORES CONSTRUCTION 395 5TH ST. 1015 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-4305 (904) 246-6056 --------------- -- ---- -------------------------------- ----------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor DONOVAN HEATING & AIR Permit Fee 95 . 00 Plan Check Fee . 00 Issue Date I 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. •5 i 1 J�iry"�IW BUILDING OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION j Date: 03102110�1 Property Address: 95- 5r-i4- zree-/ D)KOUQ'' Tee 5 - 7970fOwner: /�/�. .�G�AY� / Ne�f�lz- Telephone #: Contractor: Telephone #: Contractor Address: 3r 5- e Soz ,4—— Fax #: '—W- 37q5 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 27 2`- ❑ Oil ❑ Other-S eci MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _Space _Recessed _Central _Floor ❑ Residential ❑ Air Conditioning: —Room _Central O Duct System: Material Thickness ❑ Commercial Maximum capacity cfrn ❑ New Building ❑ Refrigeration O Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads Elevator: __ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) O Tanks (Number) ❑ New Installation (No system previously installed) ❑ LPG Containers (Number) A l L❑ Unfired Pressure Vessel 11� Extension or Add-on to Existing System C] Boilers ✓ O Gas Piping ❑ Other-Specify — 0 Other-Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S jApprovingNumber Units Description Model# Manufacturer BTU's 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.ci.atiantic-beach.fi.us .ry cis CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027243 Date 1/20/04 Property Address . . . . . . 395 5TH ST Tenant nbr, name . . . . . . ADD/2 STORY ABOVE GARAGE Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 40000 Owner Contractor - - - - - --- - - - - ---- - -- ---- - - -- ---- ----- - - - - - - -- ---- SCHARE, ANDREW & RACHAEL EASTERN SHORES CONSTRUCTION 395 5TH ST. 1015 ATLANTIC BLVD . ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-4305 (904) 246-6056 ------- -------- -- -- -- - - - - --- -- -- ---- - -- --- - -- - -- -- --- - ---- ----- -- - -- --- ----- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . BROOKS & LIMBAUGH ELECTRIC Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- - --- ------ ---------- -------- -- ------ - --- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 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. BUILD[N OFFICIAL J CITY OF ATLANTIC BEACH r t, ' ELECTRICAL PERMIT APPLICATION i3 } Date: Property Address: 3q_5 (5� S-F'r ee�) ) Owner: are- Telephone#: l q05/ J Urnbo�* WI«O� Telephone#: � `�`Contractor: l 504 Lf Contractor Address: 2 Fax#: 94q oI In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is El New Residence ❑ Temp. L] New being done on this building Old CI Commercial C3 Signs C3 Increase Permit number site,list the building C3 Re-wire ❑ Addition Sq.Ft. ❑ Repair ,j A4J' Conductor Size: AMPS: COPPER El ALUMINUM Switch or RACE Breaker AMPS PH W VOLT ' �r,� WAY Existing Service ��``��((�� RAC)r�� Size AMPS q()D PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED (� OPEN Receptacles CONCEALED V OPEN 10 AMPR 31 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea.Sign Miscellaneous � f(n 11S (�.tj Lays V`DI�M - 8 0 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atiantic-beach.fl.us CITY OF 4& Veaz-lt - �7&v 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 `— TELEPHONE (904) 247-5800 _�� FAX (904) 247-5805 a� u, SUNCONI 852-5800 DATE U I JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS T Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF t��i°ci�tic �eac� - �P vtc.'da 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX (904) 247-5805 SUNCOM 852-5800 DATE S -30-01 JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS 39.5 Sfti S4. hew Please call me at.904-247-5826 if you have any questions. SFncerel TLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax.247-5877 ELECTRICAL ATION iNl= RMATION PERMIT IIyFpRMATION Address: 395 FIFTH STREET Permit Number: 21616 ATLANTIC BEACH, FL 32233 permit Type: ELECTRICAL Township: Range: Book: Class of Work: TEMPORARY POLE Lot(s): Bek: Section: proposed Use: SINGLE FAMILY Subdivision: Square Feet: parcel Number: Est.Value: pyll RR INFORMATION Improv. Cost: 3/16/2001 Name: WATSON, .JAMES Date Issued: 28.00 Address: 325 SAWMILL LANE Total Fees: PONTE VEDRA BEACH, FL 32082 Amount Paid: 25.00 Phone: 904 545-8805 Date Paid: 3/16/2001 Work Desc: Temp MaryPole APPL 1C ►►TiCJN FEES C-UN TRACT" ► PERMIT 25.40 HUNTER ELECTRIC ons R uired TEMPORARY FINAL NOTICE- INSPECTIONS MUST BE REQUESTED At LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE FOR BUILDING IMPROVEMENTS" IN THE PROPERTY OWNER PAYING TWICE ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. gate: 3/16/6181 Receipts I 428 ATLAN IC BEA H BUILDING DEPT. DECKS 1468 CITY OF ATLANTIC BEACH, FLORIDA Approved er APPLICATION FOR ELECTRICAL PERMIT _ TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH,�HE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM MASTE ELECTRICIAN SIGNATURE JOURNEYMAN NAMEA'�; —ADDRESS:J�_5' .5 RFD BOX BLDG.SIZE BETWEEN: RES.( ► AFT.( I COMM.( I PUBLIC( ! INDUS.1 I NEW( I OLD( I REW.( ) ADDITION( ! TRAILER 1 i TEMP. - 1 O�T 7 << SM FT- SERVICE: NEW( ) INCREASE 1 I REPAIR( 1 FEE / CONDUCTOR SIZE AMPS v 10 COPPER ( ALUM.(A SWITCH OR BREA AMPS PH -3 W I g? NOLT RACEWAY EXIST.SERV.SIZE AMPS PH I W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.90 AMPS. X1.100 AMP9. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVtR APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. I VOLTAGE PIIS NO. IILP. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE I SWITCH I FLASHER EACH SIGN FORWARDED $ TOTAL FEES z s- CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION __ LOCATION INFORMATION Permit Number: 21617 Address: 395 FIFTH STREET j Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 , Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est.Value: Parcel Number: Improv. Cost: OWNER INFORMATION _. Date Issued: 3/16/2001 Name: WATSON, JAMES Total Fees: 50.00 Address: 325 SAWMILL LANE Amount Paid: 50.00 PONTE VEDRA BEACH, FL 32082 Date Paid: 311612001 --_-_--_�__-- -Phone: _(904)545-8805 � Work Desc: New 200 am s/1 ph/3w/240v CC?NTRACTOR(S). _ _ APP#�I+ ATI{34 FEES HUNTER ELECTRIC PERMIT 50.00 I E ' i I t _ Ins ctions F% ug. r+re�d_ _ --- ROUGH ELECTRIC FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND I 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. _ I i f I i } ATLANTIC BEACH BUILDING DEPT. Sate: 3/16/51 51 Receipt: 6542429 DECKS 1468 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:.., 5- d IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAIANDRIN A CO DANCEWORK IN DRDANCE WITH THEITH THE ELECTRICAL A CHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. zz ELECTRICAL FIRM MASTER ELECTRICIAN SIGNATURE ,.- NAME� r' ADDRESS: I � ��` 1RFD- BOX — 4��UBLDG.SIZE BETWEEN: RES.l✓l APT. ( ? COMM. ( 1 PUBLIC ( 1 INDUS. ( ) NEW l--f' OLD ( ) REW. l ) ADDITION ( ) TRAILER ( ) TEMP. (✓)` SIGNS.( I SO. FT. FEE SERVICE: NEW N 1 INCREASE l 1 REPAIR ( 1 CONDUCTOR SIZE Z—�PH AMPS pQ© ALUM. SWITCH OR BREAKER � W VOLT ,ACE AY EXIST.SERV.SIZE AMPS W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLESCONCEALED OPEN TOTAL _ ._._ 11-100 A!d PS ! 0.90 AMP { _...�.- _.. . ' WiTCHE•l j INC.,NNDE FLUORESCLN r LL TRANSF. APPLI AIR H P. RATING i H.P. RATING CON[ +It)NING _ COMP.MOTOR _OTHER MOTORS AMPS CEIL HEAT: KW HEAT _,_ _ ,•�--�-- --' OVER "31rt1�� H P. I VO!.TAGE PHS NO. 1 H.P, VOLTAGE PNS I I . " {ISCFLI t-f c.L);3 �__ CITY OF ATLANTIC BEACH ti DEPARTMENT OF BUILDING 1 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT p R 1T INFORM710N ____ OCA'tNN INI^ORIIAT#ON Permit Number: 21662 Address: 395 FIFTH STREET Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Esta Value: Parcel Number: j Improv. Cost: Walk WIPO AT1 Date Issued: 3/21/2001 Name: WATSON, JAMES Total Fees: 88.50 Address: 325 SAWMILL LANE Amount Paid: 88.50 PONTE VEDRA BEACH, FL 32082 _Date Paid: 3/21/2001 _ _ Phone: (904)545-880-5- Work 904 545-8805Work Desc: New Plumbin T t ON S DARLEY'S PLUMBING INC PERMIT 88.50 I . I I SLAB TOPOUT FINAL I NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULEDAWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE 1 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. �' f88.50 14 ATLANTIC BEACH BUILDING DEPT. Date: 3/21/01 81 Receipt: 88444 CHECKS 9 88183221088 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 3 7's J 1-1 s t OWNER OF PROPERTY: L-n 4s©h 13(-i'Vey-s- TELEPHONE NO. PLUMBING CONTRACTOR �urley c i wm�%no -- ' CONTRACTOR' S ADDRESSe /7 STATE LICENSE NUMBER: C icC016 7a 2 TELEPHONE: 7,�7- /y�y HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY I WATER HEATERS o� BATH TUBS DISHWASHERS URINALS DISPOSALS 3 CLOSETS l WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES : x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: kC—)n ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-582+6-FAX: 247-5877 Permit Number: 21914 Address: 395 FIFTH STREET Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: f-W[ RlNFERM `ICON Date Issued: 5/07/2001 Name: WATSON, JAMES Total Fees: 25.00 Address: 325 SAWMILL LANE Amount Paid: 25.00 PONTE VEDRA BEACH, FL 32082 Date Paid: 5/07/2001 Phone: (904)545-8805 Work Desc: GAS PIPING —a C PLIC T Cit' EES'. AEI INTERNATIONAL CORP ERMIT _ 25.00 �yF + ka K I FINAL � " - NOTICE NSPECTI T BE REQUESTED AT LEAST 24'HOURS PRI TO INSPe TION _' BUILDING MATERIAL;RUBBISH IS FROM THIS WORK MUST NOT BE P CED IN P*IC SPACE,AND MUST BE CLEARED UPLAND HAULf :AWAY BY EITHER CONTRACTOR OR O R "FAILURE TO COMPLY-WITH T STRUCTION LIENN RESUY `1N THE L PROPERTY OWNER PA *G .#I EIf�E S" ISSUED ACCORDING TO APPROV HIGH OAT F A, AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO S 6K --- �—I ff _ 1 $25.88 14 ATLA TIC BEACH BUILDING DEPT. Date: 5/87101 81 Receipt: 0055389 BEA, CH 2966 I 00!00083221000 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC REACH, APPLICATION FOR MECHANICAL PERMIT CALL•,n NUMBER IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. I, LOCATION Shed Addne.: �^ OF Inloaeflnq Slr••lu Rel.••e WILDING A.4 S.h4mdon II. IDENTIFICATION—To be completed by all applicants. In coedd•n/fen f p•rm(t given for doing the.ort .e dncribed i Ph.•bow e1•bm•nl�.h•nb of 41 M. •/f•dVd plea nd epeeif(eaf(onr .blah • • P•A h•reoi end in •cc.,4..C. .ieh the Cly of J•clwndi[.wdleenen sed r1•-i-dr of hoed."t-c:e tided Ihersin, r• NameMech.alul _ Gnbuler (hlnfl f �\"!1 C..fr.cferr Nam*of Property O...r W S Sig.utuft Of o..er N Awfheriad Agent Sign•lure e/ A,.hifecl or Engl...' IIL GENERAL INFORMATION A. Type of heall,q fuel; f3 ❑. sect is IS OTHER CONSTRICTION aEIN a NE ON THIS BUILDING On 31TI7 644—k V ❑ Natural ❑ Central Utility ❑ 09 IF YES, GIVE NUMBER OF CONSTRICTION ❑ Other—Specify PERMIT IV. MBCH4 '4=.AL IQU1PMWIT TO RE INSTAUM (►eaviele rxunple/e Ilei of eeeapamnh en beef of this fan.( NATURE OF WORK\�—i . 1 Residential or C] Commercial 13, Meat ❑ Sec Specs ❑ Reaaeed ❑ Ceatml ❑ PAW aCNew Building ❑ Ab Ceeddlenings ❑ Reem ❑. Central ❑ Existing Building ❑ Dad :Mums Msler»I� Thickne•t ❑`� Replacement of existing system Mealmum capacity X New Installation(No system Prevloualy Inelalledl ❑ RsbigemNM ❑ Extension or add-0n to existing system ❑ Ceeling le.er•. Capacity qA+A ❑ Other_specify ❑ Rm rprlwaamr Number of heed• Q Ehrealer Q MonIIR ❑ Ewle/e� . (n.nrbar) C3.64 ellae puma. (numberl THIS SPACE MOR Opp=USE ONLT Q,•Tear (number) 11t..a..dl . LPG aeetelaer�,�_ R.ae.rle (n.mberl 17 UAroul pressure veers, Q Mlles Fermil Appeared by pafa .. . OM«—•Specifl! Permit live LIBT ALL EQUIPMENT AUL CONDMONING AND RFMGESLATION EQUIPMENT Ntanber Vatter Dexearlptlep ]!odd Number !) ApP�bue Icanursettueer ( ) AEgmar HKATING•FURNACES, 301LERJ, POI.EPLACES 07 AffeerrhW Number Va14 Deeodptlm Yq¢el Number Maautaetus see (]b';l) TANKS Now 1tanF Nowtheni Dlmaoadaaab Contained Nam at Berlet AppeoYin Zp I[aauiastlat No. = Sent by: TRUE TRUSS 9047577336• 05/30/01 10:08AM;)etFax #469;Page 2/2 31 YVA I-JOIST WITH HOLE � 16" TAI®/Pros"A-250 JOIST @ 24,0" o/c i� a TJ-Beam'• v5.55 SerietNVmtktt:7pOt106Z7 r Pap 10111 St31t11 8:90:50 AM ( •►f s oh Ho 01 e Pape THIS WOW W MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 13' - .� LOADS: Product Diagram is Conceptual. Analysis for Joist Member Supporting FLOOR-RES.Application. LoaCs(psf):40 Live at 100%duration;15 Dead;0 Partition $UPORTS: INPUT SEARING REACTIONS(lbs.) WIDTH LENGTH LIVElOEAD/TOT. PLY DEPTH DETAIL OTHER 1 20 Plate 3.50' 2.25" 520 11951715 1 16.0" Detail A3 1.25"LSL Rim 2 2x4 Plate 3.50" 2.25" 5201195/715 1 16 0" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. L HM M. LEFT END TO DIA. HEIGHT WIDTH HOLE CENTER SPAN DESIGN CONTROL COMMENT Rectangular 13 16" 616, 1 210 238 Passed MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(ib) 692 683 1970 Passed(35%) Rt.end Span 1 under Floor loading Reaction(lb) 692 692 1171 Passed(590/*) Bearing 2 under Floor loading Moment(R-Ib) 2177 2177 8318 Passed(34%) MID Span 1 under Floor loading Live Dan,(in) 0.079 0.315 Passed(LlMi-) MID Span 1 under Floor loading Total Defl,(in) 0.109 0,629 Passed(U999t) MID Span 1 under Floor loading Allowable moment was increased for repetitive member usage. Deflection Criteria:STANDARD(LL LJ480,TL:L/240). Deflection analysis is based on composite action with single layer of the appropriate span-rated,GLUED&NAILED wood decking, Sracing(Lu):All compression edges(top and bottom)must be bracel at 2'8"ole unless detailed otherwise, Proper attachment and positioning of lateral bracing is required to achieve member stability. Capacity is controlled by hole 1 ADDITIONAL NOTES- -IMPORTANTI The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design bads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzrng the TJ Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: PARCEL A TrueHouse WATSON HOME BLDRS Scott D Siegfried 10411 Alto Drive Jacksonville,Florida 32228 904-757-7500 904-737.7336 CopytpM O 2,00 by Tn,s Join,o weyernmuter susinesa. Pro's,TJ•Pro*'and TJ-aumw aro uatraruarw or Tn+t Jo.tt. TJte it a(&0%W ad VadoMok of Trus Joist. nn1� CITY OF riC QewA- Office of Building Official --7 REQUEST FOR INSPECTION /U�] / 'Q/ Permit No. i `( l / Date Time / 1 Jl� . Received ( ee�rPM. 5 Job Address Loc ity 24� Owner's Contractor ` Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑i Rough ❑ Air Cond.& ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Re Roofing Fire Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Pre Fab ce READY FOR INSPECTION A.M. Mon. Tues. ed. Thurs. Friday—PM- Loc —" P.M. Final Inspection El Insp Certificate of Occupancy ❑ Date ! CITY OF ATLANTIC BEACH m DEPARTMENT OF BUILDING 40000 B@2S£I<£88@@@I4 m @T2I 5 EMINC41A&D-ATLANTIC BEACH,FL 32233-TEL 247-5826-FAX 247-5877 i@ BB4££8@ gdiaaa8 T01/Z- :Wa CUfig .. . PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21447 Address: 395 FIFTH STREET Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: ., Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: M Est. Value: Parcel Number: Improv. Cost: 165,820.00 OWNER INFORMATION Date Issued: 2109/2001 Name: WATSON, JAMES Total Fees: 3,762.81 Address: 325 SAWMILL LANE � � Amount Paid: 3,762.81 PONTE VEDRA BEACH, FL 32082 Date Paid: 2/09/2001 Phone: (904)545-8805 Work Desc: J"ONSTRUCT NEW HOME PER PLANS HSF 1009 SCHG 2141 CO TRAG S >> ,- jVPUC N FEES WATSON HOME BUILDERS, INC. PERMIT 1,002.00 WATER IMPACT FEE 610.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 525.00 RADON GAS-H.R.S. 4.80 RADON CAB 5% 0.25 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 9.69 SCHARGE/ATL.BCH. 1.07 a ctions:Re used' s .• TREE BARRICADES FOOTING SLAB COVER UP FRAMING FINAL BUILDING CERTIF/OCCUPANCY INSULATION NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER 'FAWWRE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PFWFRTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ro IS EMACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FO VIbLATION OF APPLICABLE PROVISIONS OF LAW. ro n ro W. rr w► m w cr $1862.88 14 ATLANTIC BEACH WILDING DEPT. Date: 2/13/81 81 Receipt: 8833488 CHECKS 1218 Oct 23 '00 16:..08 . ....... P.t)2 EPARW BY&RETURN TO: Book 9778 Rage los e Alan B.Almond,Esquire rteMrsia6 ALAN B.A.LMAM,P.A. 06e — 1063 6810 St.Augustine Road Filed 6 Rml4bd rAG1�SONVILLE,FL 32217 10/23, AN 0m CIf6MT tam permit No. NOTICE 0FC0h041NCEMft IT CWFM fFE 3.50 State of Florida T 1.00 County of Duval To whom it may concern: The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this norice of commencement, SEE ATTACHED LEGAL DESCRIPTION General Description of Improvements: construct single family dwelling Owner itdonsnation: Nance: WATSON HOME BUMDERS,INC. Address: 325 Sawmill LA e,Ponte Vedra Be",F132082 Owner's interest in the site of the improvements(if other than fee simple tide holder). Name of the fee simple title holder(if other than owner). Name.- Address: ame:Address: Cqntractor Name:WAINC. Address: 325 Sawmill Lane,Pontte Vedra Beach,FL 32082 Suety on any payment bond.- Name: ond:Name: Address: Amount of Bo Name of any Lender making a Ioan for the construction of thi improvements: Nmn& Doris Almand and Linda Davis Address: 2802 Park Squam Pl=East,Fwnandina Beach,Florida 32434 Persons within the State of Florida designated by owner upon whoni notices or other documents may be served as provided by Section 713.13(1)(a)7,Florida Statutes: Nacre: Address: In addition to himself, owner designates the following person to receive a copy of the lienor's notice as provided is section 713.13(1)(6),Florida Statutes. Nawz Alan&Alms%4 P.A. Address: 6810 St Augustine Road jacksonvillc,Florida 32217 This Notice of Commencement shad expire one year from the date of recording. WATSO ME BUMDERS,INC. Com` By: J ATSON,President STATE OF FLORIDA COUNTYOF DUVAL The foregoing instrument was acknowledged this /7 day of October 2o00, by jAMEs WATSON, as President of WATSON HOME BULDM,INC.,who is personally known to me or have produced as identification. Oct 23 '00 16=13 P.03 w Hook 9778 Page 1063 LEGALDESCRJFnON o pin re�44,Block 7,As T ANMC BEACH,as recorded in PI t Book 3, 69 of the cwreae public page described asfeUms; "�caeds of Duval County, Mmida and being move VOUMIMY For a poiOt of beginning mmmce at the angst ea p4�tying is the northw y -Q '2Y ' � of said Lot 40, said �J' t Street(a 40 foot ay as uow wed �thcwc Saudi 58*029' West, aloe said sight-of-w distseace of 50.00 fest to the Southwest co:ssr of said Lot ° Y a 31°40'95" West, along#ht Sou rug thence Nca1h Line of said Lat qp, a ice of 100.00&M nut thcacx North 58°37'49"Fast,a d of 50.00 fret to a tine of said Lot 40;nm thence South 31°40`15" M oa the°° as ' Lot 40,a distance of]00.11 feet to the point of iv along ply line of said k Tic o.. �aaaIw R meal 4angr •w the° ° - pak abs►ar a pp easy b sameh; 6burtcr � CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address '?�� ) �- Date Heated Square Footage @ $ 0 0 0 per sq ft = $ Garage/Shed 1 @ $ per sq f t = $ 1_ l Carpor Pore ?Z _@ $ / 3,0� per sq ft = $ 3 ,Q � Deck @ $ � per sq ft = $ Patio @ $ `-' per sq ft = $ 0 TOTAL VALUATION: S �?,2 0 Total _Valuation 1st $ ) n, �-2-c� $ Remaining Value $ .Doper thousand o portion thereof TOTAL BUILDING FEE $ S + 1/2 Filing Fee $ 7 2 ( ) Fireplaces @ $15 . 00 $ /S- BUILDING PERMIT FEE $ / 002. WATER IMPACT FEE $ (pfd SEWER IMPACT FEE $ /'5 C) WATER METER/TAP $ a'<- CAPITAL IMPROVEMENT $ 3 2 SEWER TAP $ - d (io ) RADON (HRS) . 00 50 $ SEC ION H PAVING ( ) $ - �} HYDRAULIC SHARES $ —D CROSS CONNECTION $ 9,aKj) SURCHARGE . 00-50 $ 9 i 0"7 OTHER $ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BE Fixcure Unic Worksheec for Wafer Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASURZ4ENT OF WATEa DEE SND FCR EAC" WATER FIXTURE UNIT INSTALLED AND CONNECTED TO T, CITY WATER SYSTE'i. THE WATER SUP?LY CHARGE IS HEREBY FIXED AT :,;ENTY DCL;ARS PER FIXTURE UNIT CONNECTED TO THE CIr' WATER SYSTEM . BATHROOM GROUP CONSISTING OF SERVICE S:' a WATER CLOSET, LAVATORY b BATH TK TRa. STAND TUB OR SHOWER STALL (6) 1 '1- (8) WA'TM CLOSET, TANx OPERATED (4) LWATER CLOSE T � VALVE OPER,;TED (Q) BAraTua/sHO'W-ER (?) URINAL WALL L:? (�) SHOWLI CROUP PER HEAD (3) FLOOR CRA-"l (;) 0 SHOWE3 STALL DOMESTIC (2) LAUNDRY T-,-:.y (2) 3 3 LAVA�RY (I) C0;�.3I:1A-ICN SIViC WASHING ".ICHZNE (3) 3 o0T _DISHWASHER (2) —WASH ST-NK EACH SE' C= t xITC3E:T SINX (2) rAUCETS (2) DE-'TTAL LAVATORY (1) �tI7C3EY Slxx WITS WASTE 3 _DF-N7AL UNIT OR CUSPIDOR CRINDEY (3) ( ) a BID£- (2) URINAL STALL, WASHOUT' (G) 3 F?.IIS�tIIiC R� SINY (8) CO2�.B:NA:T_ON SIN;{ A:'TD TRAY Wil t FOOD DISPOS. (4) QRiNAL, PT�£SiAL, SYPHON JET ELOWOUT (Z) DRINKING FOUNTALN (I/2) "VAIORY, BARERR/BEAUTY SHOP (2) ICE MAKER (1/2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE URITS �° 520.00 EACa S lP JOB INFOR.'lATION PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: 9 S� 3 �T SL OWNER: I i K [ 1. Determine Occupancy Classification of the structure. Select occupancy classification 9- 3 / which most accurately fits the use of the Building. (Chapter 63) [✓] 2. Determine actual physical properties of building. [✓J' a. Determine building area each floor. (Area definition Chapter 132) [�/]e b. Determine grade elevation for building. (Grade definition Chapter 132) C. Determine building height in feet above grade. (Height definition Chapter 132) [ d. Determine building height in stories. (Story definition Chapter 132) [a/]� e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 132) [✓]� f. Determine percent of exterior openings per floor. [✓] 3. Determine minimum Type of Construction necessary to accommodate proposed structure. .. (Chapter 66) [� a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) [ ] b. Check allowable height and area increases permitted. (Chapter 135) [ ] 4. Check detailed Occupancy requirements. (Chapter 64) [ ] 5. Check detailed Construction requirements [ ] a. Fire Protection of Structural Members(Chapter B6&Table B600) [ ] b. Fire Protection Requirements (Chapter B7 and Table B700) [ ] C. Means of Egress Requirements(Chapter B10) [ ] d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [ ] 6. Review design as related to standards. (Chapters B16-B26) [ ] 7. Check other requirements as necessary. [ ] a. Construction projecting into public property(chapter B32) [ ] b. Elevators and conveying systems(Chapter B30) [ ] C. Sprinklers, standpipes and alarm systems(Chapter 69) [ ] d. Use of combustible materials on the interior(Chapter 138) [ ] e. Roofs and roof structures(Chapter B15) [ ] f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: Don C. Ford, Building Official don/sb.1 -CEIVEl-') RPROP TY DESCRIPTION 1.r oar Lot # 7 O� , lock # ( , Section # A2 Subdivision:, T1_11lq7ti C 9 Ac�� At,an��G �e�+rk1 Street Namet{- DESC W 810 FORK or Address: �� C5 <"' (If in a FLOOD HAZARD Flood Zone: area complete page 3) Brief Description OC-A'l Sc Class of Work: ew/ Remodel/Addition: ZONING INFORMATION Type of Construction: ("li�,l 0E6�J`fi A•L- �F= Zoning LL �f Proposed District: �-7� ` Use: Estimated Value' $ Exceptions or Variances t Materials: Granted: Solid or Filled Ground: 5004vt Roof: Method of Heating: N-o�7w-r- ✓" l OWNER INFORMATION Property Owner: 4�A�T�fl� �� vl x==25 Phone: 01o4" Mailing Address m lliaF .IceoM4 Zip: "32o bz CONTRACTOR INFORMATION Contractor: jj,� v-,J btO"r L,0P6(L5 IaG • Phone: r►oA �S4S��gos Mailing Address: r44V V 60 .-1. zip: 'y zo 16 s. (L c., S� S?,0 Expiration STATE LICENSE NO: 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 SUP RTING DATAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Vj U Owner Signature DATE ef Z-:I, / -- Contractor Signature DATE SWORN TO AND SUBSCRIBED BEFORE ME BYi-r/11�=5 V THIS /�� r� DAY OF N ,ABQj_. '1AY. Marsha M.Bowman ARY PUBLI i MY COMMISSION#CCS"725 EXPIRES December 14 2003 'I p; BONDED TIM TROY FAIN INSMANCE,INC I i i FLOODPLAIN DEVELOPMENT INFORMATION Location:: Type of Development: Flood Zone: K 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 Acknowledgment: 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 propose lopment. Date___/ Z} o1� plicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative Jan-29-01 08:57 Harry McNally 904-247-5872 P.01 P CE Q V TE 1 APPI.tCATION FOR WATER AN01of? SEINER TAP APPLICANT NAAE MAILINQ Anhp,CSc; -�1LltrR i Q � J PHONE NUlkjFER DATE" �):S ,f SERVICE KEQuESTEI[ -- A e c.) SERVICE LOGATlQN - © t'�joc ..fit /47-447ii OA TI;SFT TP3 .7� ray r IA!/1 DATE PETE iRNEO TO EUiLDiNC DEPARTMENT PUBLIC WORKS CEFA,97 N7- PRICE QUOTE R5SP0,jSE WATER'�1.� �. Se,NER: QT%-rER: PRICE QUOTE PREPARED BY:_�C. Srgnatttre - Title ` ©ATE NOTIFIED OWNER i ;:d zzss=�Y sty-z�z :w�il.� �:� rasa-sa-►ter From Craig Daly To:Aro Watson Daae:1/12/01 Time:9:46:02 AM Page 3 of 9 FORM 6MA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: . ,, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Mgt Area X SPM X SOF = Points .18 2141.0 33.05 12738.6 Double,Gear SE 1.3 5.0 30.0 40.86 0.87 1062.7 Double,Clear SE 1.3 4.0 21.0 40.86 0.80 688.6 Double,Clear SE 1.3 4.0 4.0 40.86 0.80 131.2 Double,Clear SW 5.0 5.0 19.0 38.46 0.49 358.4 Double,Clear SW 1.3 5.0 40.0 38.46 0.87 1336.9 Double,Clear SW 1.3 5.0 20.0 38.46 0.87 668.5 Double,Clear NW 1.3 6.0 40.0 25.46 0.94 959.7 Double,Clear NW 1.3 5.0 42.0 25.46 0.92 978.8 Double,Clear NW 1.3 5.0 45.0 25.46 0.92 1048.8 Double,Gear NE 1.3 5.0 45.0 28.72 0.91 1175.8 Double,Clear NE 1.3 4.0 6.0 28.72 0.86 148.8 Double,Clear NE 1.3 5.0 147.0 28.72 0.91 3840.9 As-Bultt Total: 459.0 12389.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points AdeoM 156.0 0.7 109,2 Frame,Wood,Exterior 11.0 1890.0 1.70 3383.0 Exterior 1990.0 1.70 3383.0 Frame,Wood,Adjacent 11.0 156.0 0.70 109.2 Base Total: 2146.0 3492.2 As-Bullt Total: 2140.0 3492.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 165.2 As-Sullt Total: 38.0 110.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1132.0 0.60 679.2 Under Attic 30.0 616.0 0.60 369.6 Under Attic 19.0 516.0 1.10 567.6 Under Attic 19.0 333.0 1.10 366.3 Base Total: 1132.0 679.2 As-Bulft Total: 1465.0 1303.5 FLUOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 190.0(p) -37.0 -7030.0 Slab-On-Grade Edge Insulation 0.0 190.0(p) -41.20 -7828.0 Raised 185.0 -3.99 -738.2 Raised Wood,Post or Pier 185.0 185.0 0.77 141.7 Base Total: -7768.2 As-Built Total: -7686.3 EnergyGeuge®DCA Form 60OA-97 Ener9yG8ugeVFiaRE"7 FLRCNA-200 From:Craig Daly To:Nm Watson Date:1/12101 Time:9:46:02 AM Page 4 of 9 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: ... PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2141.0 10.21 21859.6 2141.0 10.21 21859.6 Summer Base Points: 31166.7 Summer As-Built Points: 31478.8 Total Summer X System = Gaoling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 31478.8 1.000 1.047 0.284 1.000 9373.9 31166.7 0.3573 11135.8 31478.8 1.00 1.047 0.284 1.000 8373.8 EnetgyGaugelm DCA Form 600A 97 EnergyGaugeVR&RES97 FLRCNA-200 Rom:Craig Daly To:2m Watson Date:1/12/01 Time:9:46:02 AM Page 5 of 9 FORM 6MA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: ,,. PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points .18 2141.0 9.76 3763.2 Double,Clear SE 1.3 5.0 30.0 5.33 1.11 177.4 Double,Clear SE 1.3 4.0 21.0 5.33 1.18 131.6 Double,Clear SE 1.3 4.0 4.0 5.33 1.18 25.1 Double,Clear SW 5.0 5.0 19.0 7.17 1.60 217.9 Double,Clear SW 1.3 5.0 40.0 7.17 1.07 306.5 Double,Clear SW 1.3 5.0 20.0 7.17 1.07 153.3 Double,Clear NW 1.3 6.0 40.0 14.03 1.00 562.3 Double,Clear NW 1.3 5.0 42.0 14.03 1.00 591 A Double,Clear NW 1.3 5.0 45.0 14.03 1.00 633.7 Double,Clear NE 1.3 5.0 45.0 13.40 1.01 607.4 Double,Clear NE 1.3 4.0 6.0 13.40 1.01 81.4 Double,Clear NE 1.3 5.0 147.0 13.40 1.01 1984.3 As-Built Total: 459.0 5472.3 WALL TYPES Area X BWPM = Paints Type R-Value Area X WPM = Points AdaJoent 156.0 3.6 561.6 Frame,Wood,Exterior 11.0 1990.0 3.70 7363.0 Exterior 1990.0 3.70 7363.0 Frame,Wood,Adjacent 11.0 156.0 3.60 561.6 Base Total: 214&0 7924.6 As-Built Total: 2146.0 7924.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 18.0 8.00 144.0 Base Total: 38.0 453.0 As-Built Total: 38.0 312.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1132.0 1.20 1358.4 Under Attic 30.0 616.0 1.20 739.2 Under Attic 19.0 516.0 2.00 1032.0 Under Attic 19.0 333.0 2.00 666.0 Base total: 1132.0 1358.4 As-Built Total: 1465.0 2437.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 190.0(p) 8.9 1691.0 Slab-On-Grade Edge Insulation 0.0 190.0(p) 18.80 3572.0 Raised 185.0 0.96 177.6 Raised Wood.Post or Pler 185.0 185.0 0.88 162.1 Base Total: 1868.6 1 AS-Built Total: 3734.1 EnergyGaugeS DCA Form 600 4-97 EnerWGsugeWlaRE6'97 FLRCNA-200 From:Crag Daly To:Jim Watson Date:1/12/01 Time:9:46:02 AM Page 6 of 9 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: .,. PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2141.0 -0.59 -1263.2 2141.0 -0.59 -1263.2 Winter Base Points: 14104.6 Winter As-Built Points: 18617.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 18617.0 1.000 1.064 0.455 1.000 9006.3 14104.6 0.6340 7631.8 18617.0 1.00 1.064 0.466 1.000 8006.3 EnergyCwLw-OCA Forth 6WA-97 FsergyGaugeWRaRES'97 FLRCNA-200 Flom:Craig Day To:JIM Watson Dabs:1.112/01 Time:9:46:02 AM Page 7 of 9 FORM 6WA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: ,,, 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 4 2746.00 10984.0 50.0 0.88 4 1.00 2746.00 1 M 10984.0 As-Built Total: 10984.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 11135.8 7531.8 10994.0 29651.7 9373.9 9006.3 10984.0 29364.1 PASS.] i r o GOD� EinergyGaugeTM DCA Fotm 60OA-97 BmWG"e&%RESS7 FLRCNA-200 From:Craig Daly To:xm Watson Date:1/12/01 Time:9:46:02 AM Page 8 of 9 FORM 600A-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , ,, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH P C CHEC Exlorior Windows&Doors 606.1 ABC.1.1 Mabmum:.3 .ft.window •.5 dmfsq.ft.door area. Exterior&Adjacent Walls 606A.ABCA.2.1 Caulk,gasket,weatimrs rip or seal between:wlndowsJ so &frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior well 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 Penetrationslopenings>118"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is Installed that is sealed to the Perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between wags&ceilings;penetrations of ceiWV plane of top floor;around shafts,chases, soffits,chInvreys,cabinets sealed to continuous air barrier,gaps In gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seems. Recessed Irghting Fixtures 606.1 ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type iC or non-IC rated,installed inside a sealed box with 112"clearance&3"from insulation;or Type IC rated wrih<2.0 cfm from t gndltloned slraoe,tested. —E es 606.1ASC.1 2.5 Air ba er on offloor ca floors. nfiltration refits 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. CPMPONENTS SECTION REQUIREMENTS CHEC Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or dearly marked circuit brew electric or cutoff s must be provided.External or buift in heat tap required Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except soler heated).Non-commercial Pods retest have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons Per minute at 80 PSIG. Air Distribution Systems 610.1 Ag 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 §qpANte readily accessible manual or automatic thermostat for each Insulation 604.1,602.1 Ceifings-Mtn.R-19.Common wags-Frame R-11 or CBS R-3 tush sides. Common ceiling&floors R-11. EnergyGauge-DCA Form 600A 97 EnergyGaugeWF I&RE597 FLRCNA 200 Rom Craig Daly To:Im Watson Date:1/22/01 Time:9:46:02 AM Page 9 of 9 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE*=82.1 The higher the score,the more eftlent the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family ^ a. Central Unit Cap:46.5 YBtu/hr T 3. Number ofumts,if multi-family 1 SEER:12.00 4. Number of Bedrooms 4 b.NIA _ 5. Is this a worst case? Yes _ 6. Conditioned floor area(W) 2141 W c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 W - 13. Heating systems b. Clear-double pane 459.0 ft2 - a. Electric Heat Pump Cap:47.0 kBtu/M c. TUrtlother SC/SHGC-aingle pane 0.0 ft= HSPF:7.50 d.Tint/other SC/SHGC-double pane 0.0 W b.N/A 8. Floor types a. Slab-On-Grade Edge Insulation Ra0.0,190.0(p)R c.N/A b. Raised Wood,Post or Piet R=185.0,185.0112 _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,1990.0 ft2 _ EF:0.88 _ b. Frame,Wood,Adjacent R=11.0,156.0112 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=30.0,616.0 f12 _ 15. HVAC credits b.Under Attic R-19.0,516.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. Under Attic R-19.0.333.0 R2 HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret*Unc. A.H:Garage Sup.R=6.0,325.0 It _ RB-Attic radiant barrier, b. N/A MZC-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) ST,tT in this home before final inspection.Otherwise,a new EPL Display Card will be completed $O,p based on installed Code compliant features. ! ' Builder Signature: Date: Address of New Home: City/FL Zip, WS *NOTE:The home's estimated energy performance score is only available through the FLAIRES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar R s4nation), your home may qualify for energy efficiency mortgage(EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge website at www.fseaucf edu for information and a list of certified Raters For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommunityA,,fairs at 850/487-1824. EnergyGauge®(Version:FLRCNA 200) From:Craig Daly To:Jim Watson Date:1/12/01 Time:9:50:10 AM Page 1 of 3 * ResmanuJ(c) version 3 * RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) --------------------------------------------------------------------------------------------- Project WATS2141 IPrepaired by: Address NULL (Southern Energy Eval Sery City NULL 1122 East Minnesota Ave State/Zip NULL NULL (Orange City, F1 32763 Owner NULL ITEL:800-329-SEES (7337) Builder WATSON HOME BLDRS. IFAX:800-639-SEES (7337) HVAC Contr Pietro M. Carrieri lemail:sees@totcon.com --------------------------------------------------------------------------------------------- Cond Floor Area = 2141 ►Total Glass Area 459 Conditioned Floor Area to Total Glass Area Ratio = 21.4% --------------------------------------------------------------------------------------------- * USA Climatic Conditions & Design Conditions * --------------------------------------------------------------------------------------------- Geographical Location I Sanford, Florida North Latitude / Elevation 1 28' 14Ft. Above Sea Level Outdoor Winter Dry Bulb 1 38' Indoor Winter Dry Bulb 1 70- Winter Temperature Diff. (wTd) 132° Outdoor Summer Dry Bulb 193' Outdoor Summer Wet Bulb 1 76° Outdoor Summer Hum. Ratio Gr/Lb 1 37 Indoor Summer Relaltive Hum. 1 50% Indoor Summer Design Gr/Lb. 1 44 Indoor Summer Dry Bulb 1 75° Summer Temperature Diff. (sTd) 11B° Summer Daily Range 1 17° (Medium Deviation) --------------------------------------------------------------------------------------------- * HEATING SUMMARY * l.ENB * COOLING SUMMARY * --------------------------------------------------------------------------------------------- SUBTOTAL 36035.6 I STRUCTURE SENSIBLE = 28480.0 1 OCCUPANTS + 2400.0 1 APPLIANCES + 1200.0 1 SUBTOTAL SENSIBLE = 32080.0 DUCT LOSS + 1801.8 1 DUCT GAIN + 3208.0 TOTAL LOSS = 37837.4 I TOTAL SENSIBLE = 35288.0 MECHANICAL VENT.- 50 CFM = 1760.0 1 MECHANICAL VENT.- 50 CFM = 990.0 1 TEMP.SWING 3.00@ 950 x 1.0 MINIMUM EQUIPMENT LOSS = 39597.4 1 MINIMUM EQUIPMENT SENSIBLE = 36278.0 ------------------------------------------------I--------------------------------------------- 20% OVERSIZE LOSS = 7919.5 1 20% OVERSIZE SENSIBLE = 7255.6 EQUIPMENT LOSS + 39597.4 1 EQUIPMENT SENSIBLE + 36278.0 MAXIMUM EQUIPMENT LOSS = 47516.9 1 MAXIMUM EQUIPMENT SENSIBLE = 43533.6 ------------------------------------------------1-------------------------------------------- I TOTAL LATENT = 8684.9 1 EQUIPMENT SENSIBLE + 36278.0 1 EQT.SENSIBLE + LATENT = 44962.9 --------------------------------------------------------------------------------------------- * AIR FLOW FACTORS * --------------------------------------------------------------------------------------------- HEATING FACTOR (BTUH/CFM) = 29.1 1 COOLING FACTOR (BTUH/CFM) = 16.4 HEATING CFM = 1361.2 I COOLING CFM = 1997.0 --------------------------------------------------------------------------------------------- * EQUIPMENT SELECTION * --------------------------------------------------------------------------------------------- EQT. MANUF I SENSIBLE CLG (BTUH) CU MOD # I LATENT CLG (BTUH) AHU MOD # i TOTAL CLG (BTUH) HEATING INPUT (BTUH) I TONAGE HEATING OUTPUT (BTUH) I (S)EER HEATING CFM (BTUH) I COOLING CFM AFUE/HSPF I TYPE From:Craig Daly To:Jim Wat m Date:1/12/01 Time:9.50:10 AM Page 2 of 3 Calculation Procedures A,B,C,D I I Procedure A Winter Infiltration HTM I I-------------------------------------------------------------------------------------------I 11. Winter Infiltration CFM Envelope Evaluation #2 (Good/Average) I I 1 Air Changes per hour x 21410 Cubic ft. x .0167 = 357.5 CFM I I I i 2. Winter Infiltration Btuh 1.1 x 357.5 CFM x 32 Degrees Winter TD = 12585.7 BTUH I I I 13. Winter Infiltration HTM I I 12585.7 Btuh / 459 Sq.Ft of total Glass & Door areas = 27.4 HTM I I I I I I Procedure B Summer Infiltration HTM I I ------------------------------------------------------------------------------------------I 11. Summer Infiltration CFM Envelope Evaluation #2 (Good/Average) I I .5 Air Changes per hour x 21410 Cubic ft. x .0167 = 178.8 CFM 1 I I 12. Summer Infiltration Btuh I 1.1 x 178.8 CFM x 18 Degrees Summer TD = 3539.7 BTUH I I I 13. Summer Infiltration HTM I 3539.7 Btuh / 459 Sq.Ft of total Glass & Door areas = 7.7 HTM I I I t I I Procedure C Latent Infiltration 1------------------------------------------------------------------------------------------ I I 0.68 x 44 grains difference @ 50 RH x 178.8 CFM = 5348.9 BTUH I I I I I Procedure D Equipment Sizing I I-------------------------------------------------------------------------------------------I 11. Sensible Sizing Load i I I I Sensible Ventilation Load I I 1.1 x 50 VENT CFM x 18 Degrees Summer TD = 990.0 BTUH I I Sensible Load for Structure + 28480.0 BTUH I Sum of Ventilation & Structure Loads = 29470.0 BTUH I I Rating & Temperature Swing Multiplier (3.0°@ 95') x 1.0 RSM I I Equipment Sizing Load - Sensible = 29470.0 BTUH i I I 12. Latent Sizing Load I I I Latent Ventilation Load I 0.68 x 50 VENT CFM x 44 difference = 1496.0 BTUH I I Internal Loads = 230 Btuh x 8 people + 1840.0 BTUH I I Infiltration Load from Procedure C + 5349.7 BTUH I I Equipment Sizing Load - Latent - 8684. 9 BTUH I I I From:Craig Daly To:Jim Watson Date:1/12/01 Time:9:50:10 AM Page 3 of 3 Abbreveations * Glass/Windows S.C.= Single Clear I S.T. = Single Tint I S.R. = Single Reflective D.C.= Double Clear I D.T. = Double Tint I D.R. = Double Reflective T.C.= Triple Clear I T.T. = Triple Tint I T.R. = Triple Reflective Shdg= Shading I Ovhg = Overhang I Btm = Bottom 1 Hgt = Height I Sc = Shading Coefficient * Inside Shading N.S.= No shades I D/B = Drapes or Blinds I R.S. = Roller Shades * Other * Whtm = Winter Heat Transfer Multiplier I Shtm = Summer Heat Transfer Multiplier Infiltration Vs: 1. .Sub Standard/Poor 12. .Standard 13. .Better 14. .Excellent Building Componet Heat Loss & Gain Calculations Dir. Ext.Shdg Type Shdg OvHg Botm Hgt Sc Area Whtm Loss/Btuh Shtm Gain/Btuh N -No-Shdg Fctr D.C. R.S. 1.33333333333333 5.0 n/a 1.0 30.0 20.8 624.0 19.2 576.0 N -No Shdg Fctr D.C. R.S. 1.33333333333333 4.0 n/a 1.0 21.0 20.8 436.8 19.2 403.2 N -No Shdg Fctr D.C. R.S. 1.33333333333333 4.0 n/a 1.0 4.0 20.8 83.2 19.2 76.8 E -Shaded Area D.C. R.S. 5.0 5.0 4.1 1.0 16.1 19.2 309.1 E -Solar Area D.C. R.S. 5.0 5.0 4.1 1.0 2.9 58.2 168.8 E -Total Area D.C. R.S. 5.0 5.0 4.1 1.0 19.0 20.8 395.2 --------------------------------------------------------------------------------------------- E -Shaded Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 4.4 19.2 84.5 E -Solar Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 35. 6 58.2 2071.9 E -Total Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 40.0 20.8 832.0 --------------------------------------------------------------------------------------------- E -Shaded Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 2.2 19.2 42.2 E -Solar Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 17.8 58.2 1036.0 E -Total Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 20.0 20.8 416.0 --------------------------------------------------------------------------------------------- S -All Shaded D.C. R.S. 1.33333333333333 6.0 5.0 1.0 40.0 20.8 832.0 19.2 768.0 S -All Shaded D.C. R.S. 1.33333333333333 5.0 4.0 1.0 42.0 20.8 873.6 19.2 806.4 S -All Shaded D.C. R.S. 1.33333333333333 5.0 4.0 1.0 45.0 20.8 936.0 19.2 864.0 --------------------------------------------------------------------------------------------- W -Shaded Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 4.9 19.2 94.1 W -Solar Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 40.1 58.2 2333.8 W -Total Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 45.0 20.8 936.0 ---------------------------------------------------------------------------------------------- W -Shaded Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 0.9 19.2 17.3 W -Solar Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 5.1 58.2 296.8 W -Total Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 6.0 20.8 124.8 --------------------------------------------------------------------------------------------- W -Shaded Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 16.0 19.2 307.2 W -Solar Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 131.0 58.2 7624.2 W -Total Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 147.0 20.8 3057.6 --------------------------------------------------------------------------------------------- Glass Infiltration: 459.0 25.3 11612.7 7,1 3258.9 Glass Sub Totals: 459.0 21159.9 21139.2 --------------------------------- -- - - - - Componet Type Exposure R-Value Area Whtm Loss/Btuh Shtm Gain/Btuh Wood Stud Exterior 11.0 1990.0 2.9 5771.0 1.9 3781.0 Wood Stud Adjacent 11.0 156.0 2.9 452.4 1.4 221.5 Insulated Core/Metal Exterior n/a 20.0 18.9 378.0 12.7 254.0 Insulated Core/Metal Adjacent n/a 18.0 13.0 234.0 9.4 169.2 Door Infiltration: 38.0 25.3 961.4 7.1 269.8 Slab on Grade 0 190.0 25.9 4921.0 0 0 Rsd Wood - Post or Pier 185.0 185.0 0.2 37.0 0 0 Under Attic 30.0 616.0 1.1 677.6 1.4 862.4 Under Attic 19.0 516.0 1.7 877.2 2.1 1083.6 Under Attic 19.0 333.0 1.7 566.1 2.1 699.3 From:Craig Daly To:Sm Watson Date:MUM Time:9:46:02 AM Page 2 of 9 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: WATS2141 Budder: WATSON HOME BL.DRS Address: 7, 9 5 .57�H s7 • Permitting dffice:,4-r4A^Mc r3EAca4 City, State: ,.r rz-A�-i--t c �3 erA c-Y, J=L- 32 2 3_3 Permit Number4 4 7 Owner. .1�4m E-5 a)AT-56 J Jurisdiction Number:,)L(0 1100 Climate Zone: North 1. New coeexnction or existing New - 12. Cooling systems 2. Single ftmly or multi-firmly Single a.Cental Unit Cap:46.5 kBta/6r - 3. Number ofunits,ifmuhi-Eamly 1 - SEER:12.00 - 4. Number of Bedrooms 4 - b.N/A - 5. Is this a worst case? Yea _ 6. Conditioned floor am 2141 W - c.N/A _ 7. Glass ares 8c type - - a. Clear-single pane 0.0 fF - 13. Hestia*systems b.Clear-double pane 459.0 W - a. Electric Heat pump Cap:47.0 kBtn/la - c.Tint/other SC/SHGC-single pane 0.0 fF - HSPF:7.50 - d.Tmt/odw SCMGC-doable pone 0.0 W b.N/A S. Floor types - - a. Stab-On-Grade Edge Insolation R-0.0,190.0(p)R - c.N/A - b.Raised Wood,Post or Pier R=185.0,185.0ft2 - - c. N/A 14. Hat water systems 9. Wall types - a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0,1990.0 ft2 - EF:0.88 - b.Frame,Wood,Adjacent R=11.0,156.011 - b.N/A - c.N/A - d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceftg types - DHP-Dedicated heat pmnp) a.Under Attic R=30.0,616.0 RR - 15. HVAC credits b.Under Attic R-19.0,516.0 ft2 - (CFCeilingfan,CV-Cross vent7abon, c.Under Attic R=19.0,333.0 W HF Waole house tam, 11. Ducts - PT Prognmun ble Thermostat a. Sap:Unc. Ret:Unc. AH:Garage Sup.R-6.0,325.0 ft - RB-Attic radiant baaiet, b.N/A MZGMultiwne cooling, M&H-MUM20ea hratho Glass/Floor Area: 0.21 Total as-built points: 29364.00 PASS Total base points: 29652.00 S7 1 hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this Energy Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Craig M. Daly Befbre construction is completed � v DATE: this building will be inspected for .� I hereby certify that th" as des" is in compliance with Section 553.908 compliance with the onda E Code. Florida Statutes. OWNER/AGE T: -'� BUILDING OFFICIAL: DATE: D{ DATE: EnergyGauge®(Version:FLRCNA-200) Sent by: TPUE TRUSS 8047577336; 01 /11/01 8:02AM;JaLEm_#987;Page 9'9 Member Calculations Report 'true House,Inc, 18411 Aha Drive Jackaoav$W,11 32226 (904)7$7.790 (Sim)757-7336 Leve)Nu nc owl 5tabur; patted Appilgatlono Auer Non"Raidenetal: No 9' 2'4- Amish DsW:1xVUI 12:06t3b FM Report D:ur.1111/017:47:27 AM Obieet:Ilob Beam 423 ener ; Product: 3 1/2"x 16" I,SL Timbcr&trand LSL Plies; 1 Della;ticn Criteria, Standard,Liva Load 1J360,Totall Load L1240 Mvmbmr Weight(yule)per ply: 17.1 Dcsign Value Control V41ue Result Moment (Ff-Iba) 3648 27469 Passed Shear (14s.) -1246 14933 Passed Live Lead Deflection (") 103" 29" Passed Total Load Nfieudc ni (") 04" .43" Paasad Reaction (lbs.) 2011 7975 Passed 131wiug I.ocatical L•tput Length RNuired Length I Wall 0 6 it 2 C01=11 By Otlu ra 6 14 9'2" 3" 3" Raggoam Assumed Mcanber Weight(pit), 14 Locadon Dead load Live Load Total Load Uplift 1 ;16s.i 4 t(2'° 3I0 1186 1696 0 (lbs.) 9' 112" 546 1450 1997 0 :i&; Load LcxaLion Cave D,,.I Type Diatnbuted(plO C to 7' 1" 237.1 to 2371 88,9 to 88.9 Floor Distributed q)if) 7 1"to 9 2" 139."to 139.7 0 too Floor Distributed(pit) 7'1"to 9'2" 237.1 to 237.1 88.9 to 89.9 Floor Conconirazed(lbs,) 7'1" 172 113 Flour tea: Owigp Methodology: AW 1M1 ORTANT! The analysis presented above;is output from software developed by Trus Joist('1'J). AilUwable product va!ur5 shown are in aoyordwxu with cur7'ent TJ mnteriats and code acccptud design values. The specific product application,input design loads and stated dfl ensaars have been provxltrd by other*,have not boon checked for m1fomw9we with the design drawing:.nfthcr building,and have not hrrn reviewed by TI F',nginccring. 77-xpco 6 1 (9674;A Page 1 0002097job bent by: TRUE 7RU88 9047577336; 01 /11/01 B:OOAM;kt-%x #987;?2ge 7/9 Member Calculations Report True House,Inc, X6411 AN 1119Y! JacJcaunvlge,)?117226 �� (9(W)7,Y1-Ttlb (M)757-7336 Lwot Ncune: Fia►rl SUM$: plotted aPt Ftaer Nan-lierldrxNial: No I 7 A D+slgn Dank.11"112:06:3,11 PM Itepat�t DU*..;11111017:47:L9 AM Cibiect:F'hub Betim$20 fiftersk Product: 3 L?2"x IP 1.5E TimbexStrand l.y.'. Nil ;tier Criteria. %milord,Livc Load L/360,Tota!Load L/240 Ivlembtx Wtiight(pit)piu ply; 17.1 Dcssign Value Control Value £ttisult Mornmt (Ft-lbs) W066 31379 Pa:wCd Sk4r (lb:+.) -2317 17173 P&Skd UVC Ltwd Daticction (") 061, 33" Passe! Total Load De1luction {°') 1'' .5" Passed Rrwction (lbs.) 3281 5600 Fasidd &•Aring Location Input Length Required length I Wall ar 1 p 6" 6, 2 Wall if 2 (1 6(< h„ 3 Wail 0 24 1(Y 6'. 4 41- 4 Wall 0 27 1016.11 1' 1' R&W64JU: .Asswned Member Weight(plo: 14 Location Nad Loa,6 lave Load 'Total Lube Uplift 761 )Q25 1787 0 2!lbs.) 3" 761 1025 1787 0 3 04) 10'3 1!2" 1419 1846 3265 0 4(Ibs.) 0 0 0 0 p &Rads: Roof Load Duration Factor:115 0 Load Location U vc Dead Type Distributed(pit) 0 to 5" 104 to I(A As to as Roof Distributed(pit) 6"to 9'6' 1A4 to 104 88 to as P(x)f Distribute!.(plt) 9'6"to 10'2" 104 to 104 881089 Roof Disuibtuad(pU) IV 2"to 10'6" 104 to 104 88 to 88 Roof Distributed(pli) 0 to 6" n W 0 100 to 100 Floor TJ-Xpwt 6,1 (#6;4)A Page 1 0002657 jcb Sent by: TRUE TRUSS 9047577338; 01.01/01 8:01AM; tEFex #957;Pege 8/9 Damp Dat.MAI 17;06130 Fm 8aVOrt i}ute:trt tltll 7:47:0 A1VI 5stribated(pit) 6''to 96' 0 to 0 100 to 100 Floor Distributed(plt) 9'61 to 10,2" 0 to 0 )00 to t00 Floor Distributed(pit) 19'2"to 10'6 0 to G 100 to 100 Floor Dwribuied(pit) 0 to 6" 272,9 to 272 9 77.7 to IT( l"lour Distributed(pls) t)to 6" -63,7 to"65.7 0 too Floor Distributed(pI} F"w V 6pt 272.9 to 2729 77.7 to 77.7 Floor Nstribuied(Pit) 6"to 9161, -65.7 to-6$.7 0 to 0 floor Mtribulad(pl.) 9'b"to 1G'2" 17.7 to 77.7 4 tc 0 Floor Distributed(plt) 10'2"to 10'6" 272.9 to 272,9 777 to 777 Floor Distribmed(pl?) l a 2"to 10'b" -65.7 1;0-63.7 J to 0 Fluor NMea: Desap Methodology: ASD {Only positive(downward acting)lads arc&-tailed m the:diagram abovc. D&KATAR'Ti The analysis presmted t bovc is output ftm software dtvcloped by Trus foist(TJ). Allowable product values shown are in wwrdaacc width curTent TJ trtaterimIs azd code accepted dosign valuus, 'lite specific produ,-t application.input design loada and st4wl dim=sionts have bean pmvidgd by others,have oar been u1m;Lcd for conformwice with the design drawings ci the building.and have not bean reviewed by TJ Engia&rirtq,, TJ-Xpwt 61 (*674)A Page 2 0002M job Sent by: TRUE TRUSS 9047577336; 01!11/01 7:59AM; 9LF& #987;Page 5/9 Member Calculations Deport True Douse, Inc. 10411 Attu I Mve Jsclopnv&.PL 32226 (904)767-750(1 (9114)757-7336 Lsv*l Napa*: Marl Status: Platted Appltwitians Haar Noa•Rewidgagal: lYo �ixis 6� Aessip Dote:V541 12dy6:36 P.M FtapartYlate:lit IMI 7:4a:41 AM Of!_ext: E144h Beam#22 Generali Froduct: 3 1/2"x 16" 1.5):Tim1wStrand LSL F'lics: 1 Oeflmtion Critcria: Sturndard,give Load LJ360,Tutal Load L/246 Member Weight(plf)pox ply: 17.1 Dcsigr+Unlue Control velue ReIML Moffwnt Ft.Ibs) 171012 31359 Passed Shtar (lbs.) 4301 17173 Passed Live Load Deflection (') .12" 3x" Pamd Total Lotti Deflection (") .251, 513" Passed Reaction (tbs.) 4315 5600 Pasted Be_ .adne lidwiI4 Lcwauan Input Lengih Ktquired L-ngth 1 Wall 07 6h 61' 2 'Wall#B i) 64 6" 3 Fall#4 !1'11" 4" 411 actions Assumed Mmuber Waight(plt}: 14 Location Dead Load Live Load 'Niai Loud Uplift i Ohs.) i" 1_26 1448 2974 0 (lbs.) 3" 1526 1448 2474 0 1(tbs.) 11'11' 2352 1944 Q96 0 l Roof Load Uuvition New: 115"x9 Load Location Live Dead -A Concentrated(lbs.) 12,511 104 88 Raaf Distributed(Pli) 1215"to TV 144 to I(A 88 to 88 Kmmt' Di.gmhutad(plf) 6"to 0 369 to 369 314 to 314 Hoof Distributed(p11) 5'5'to G" 369 to 369 314 4j 314 Roof Conctomtratsd(lbs.) 12'5' 0 100 >;locr Distributed(plf) 61,too 0100 100 to VM Floor distributed(plf) 12'5"w 6" 0 to 0 100 to 100 Flocr r�-tet c.t (#674)A Page 1 >b02047.jab Sent by: TRUE TRUSS 9047577336; 01/11101 8:OOAM;] _#987;Page 61-'9 DoWia Datt:i.vut ivswo Pm Re1wr111ate:111I101'7-46:51 AM Cor►celtt*atal(tbs<; 1462 1246hoof M9tiibuTcd(Plt) 12 S"to 0 40 to 40 1510 15 Floor I= Deme Mtthodology: ASU it POWrANT! The analysis presented above is outpaT fYM software devc1oped by Trus Joist'IT.J). Allowable product vslues shown AN in amordaace with owmit TJ materials and carie accepted deiip vt11ucs. The apecifit Pradtnt application,input design hurls acid stastrd dhmsims have been provided by utters,have nct beets che&W for conformance w{th the design drawinp of 1,-e buddini,mid have:not been reviewed by TJ Skoneering. T1.Xpe&1 (0674)1 Ngo 2 Dtxt1aa97,jola Sent by: TRUE TRUSS 9047577336; 01/11 /01 7:58AM1; AjEu #987;?2ge 3r'9 Member Calculations Report True House,Inc. y� 10411 Alb drive Jadibunvilie,FL 32226 [ "� (914)757-7500 —�— (914)757-7336 Leval Name: "Wrl Manu: Ptettt� A!lStutiutt: Fl+wr N�t•Reridentl:tl: ,�u �- --15'5 1p Y Du(jpl bate:1/9,101.12:06:30 FM Report Date:111IJOI7:46J0 AM Oje,LFhd Bern#21 GensaL Product: 3 1/2"x 16" 1.5E TimberStrmd IA Plies: I Nfltt;tion Criteria. Standard.,Live 1,04d 1.1360,Total Lodd IJ240 MtMNr Weight(pll;Per ply: 17.1 Deaisu Value Control Value Result Moment (.Kt. )K 26313 31359 Pnssad Shear (lbs,) .5461 17173 Pwd Live Load Nflcution (") 29" 48" hwW1 Total Load De1lectiou („) 6” .73" pubsel Rcactiw (lbs.) 7127 8400 Paswd Bearin a: liearing Location Input Long% Required LcUth 1 Wall 0 t 15'5 112" 6" 6" 2 Wal,#4 15'5 lit' 6" 6" 3 Wall N 24 Reactions.• Assumed Me:nbor WeiaLt(pit): 14 Location Head Lead Live Lou4 Total Load Uplift 1512 1 n` 1832 1720 3552 0 2(lbs.) 15'21(2• 1832 1720 3552 0 3(lbs.) 7" 2990 2626 5616 0 19"i Roof Lw d Duration FaLw.-: 115 0 Load Louition Live Dead T1'pu Distrlhuted(p11) 0 to 8 1/2" IC14 to 104 88 to 88 Roof Distr-buled(plf) 8 Irl"to 613 1/2" 104 to NA $8 to 88 Roof Distributed(plf) 14'11 112"to 15'3 112" 3b+)to 369 314 to 314 Itoof- Distrbuted(pit) 6'8 1 P2"to 14'11 1/2" 369 to 369 314 to 314 hoof Di4ributed(pll) 15'3 1/2"to 14111 1/2" 0 to 0 100 to 100 Floor lh�trbt*xl(plf) 9 1/2"to 0 0 to 0 100 to l00 Floor 1)+tributed(p1t) 14'11 1/2"to 8 1/2" 0100 1011 to l00 Floor T3}p#A 6.t (674)A ?Jac G042497jnb Bent by: TRUE TRUSS 9047577336; 01J11101 7:58AM; ticaac #957;Page 4/9 nr i�a ir:trssiut tz:a6:3u aa� lNrorl Didt;tntnn 7:46.30 Ant rmcantrated(1%.) 68112" 1462 1246 Roof Distributed(ph) 0 to 15'5 I J2" 40 to 40 15 to 15 Floor Nates: Design M.et mWoluyy. ASD MPOKi A4NT! The analysts prewritcd above is output tion softwum developcd by Trus Joist ri). r llowhble product value; shown arc:in accordance with currcrt'I J mecrials and code a"ted dt3ign Wuea, The specific product npp!ication,input design loads and atatei dimensions have b=provided by others,have not been chaked for cm1foin Anze with the design drawings of the building,and have rot been reviewed by"TJ 6etsinuerine. T144kt e.1 (0674)A Page 2 WU2097 jab Sent by: TRUE TRUSS 9047577366; 01 /' 1 /01 7:57AM; L& #@87;Page 2/9 Member Calculations Report True House,Inc. 1041 1Alt,►D►tvo Judas- avillu,ft 3;126 (A(14)187-791)0 (so4)7$74336 Leval Namee Flour] siatue: Platted AVOUrution: Flimr Von-Ro#Wendal No 1 a(:, 101, — 2 Nobri Due;113!01 12:06:30 PM isnpoe!WO.-,1/110►3 7:46:01 AM Oblect: Drop Buren*19 Omani: Product: 3 112"x 14^ l.sl rimbaStrand LSL Nei: 1 Defiaxtiott Criteria Stv&dard,Live Load W60,TOW Ltuui L/240 Member Weight(plf)per ply: 15 Dusip Value Control Velue Result Moment (Ft..lhs) 16292 2113, Passed Shear (Ib:r.) 4705 13067 pasbvcl Live Load Oellection (") 23" 35" pc:.s.-s. Total Load Deflactioa ("j 32" 52" pa;,ftd Rraetkm Cbs.) 6457 1,]Soo i° CI Beurinrl:, Bearing Location Input Length Requirod Length 1 Wall#is 0 4" 4" 2 Wall 0 If; 1011C, 4.. 4" Assu:ndd Member Wright(plf): 14 Lucstion ['lead Lvud _.iva Load Total Toad uplift I (lbs,) 2 112" 18,15 4%37 (452 0 2(lbs.) 10'7 lCw 1815 4637 6457 t1 Lar x: Load Lvwtion Live bead 1,'1 Distributed(plt) 0 to 4' 411 A is 431,4 101'8 to 161.8 Floor Distributed(plt) 4"to IV 6" 862,74 962.7 323.5 to 3213 5 Floor Nstribuied(ph) 10'6"to 10'10" 431.4 tc 431.4 161,8 to 161A Floor i Desist Methodology: ASO 1M1'014AN7! Tho wWyais presented above s output rtcm software developed by"Trus lotat(TJ). A111owxble product vall4w flown are in accordance with turront TJ materials and end:awcptud design valudw, The spcciflc product application,input design loads and stated dimensions have been provide]by others,have not been che&ad far confor-lrrarcr v'ith ttu design drautitigs C1 the building,and have noR been reviewed by T.1 Engiaeeriag. r1-1:peTt6.1 (#(,74)A. Page 1 U002097.jib Job cuss Iruss lype y ply Watson ome bldrs.-Parcel 0002096 CJ01 ROOF TRUSS 4 1 o tional 1c ae ac son s ep I e industries,Inc. Fri Jan age x•}t5- 0-" }}5 5-5-4 5-1}13 2.9-15 5.5-5 3.5-15 1-1.9 SNI. 123.1 5 2.4 I I 4 10 WS d 3.4 i 4.24 r12 3 W2 9 i B2 J d T1 7 6 1 12 6x6= S 6 2 11 2.4 II 2.12 12 3.5 1 2-9-15 41417 0.0.0 5.0.5 5-9-4 9-10-13 }0.S 19-15 1.1.9 2-415 Plate Offsets LOADING (pSf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert LL) 0.29 7-8 >406 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.67 Vert �TL) 0.34 1-2 >104 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) -0.05 6 n/a BCDL 10.0 Code SBC/SBCCI (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 5-4-11 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-1-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 5=218/Mechanical,2=559/0-3-8,6=202/0-1-8 Max Horz 2=391(load case 2) Max Uplift5=-235(load case 2),2=-793(load case 2),6=422(load case 2) FORCES (ib)-First Load Case Only TOP CHORRD 1-2=49,2-9=-1136.3-9=-1073,3-10=-80,4-10=13,4-5=71 BOT CHORD 2-11=1027,8-11=1044,8-12=1022,7-12=1036,6-7=-O WEBS 3-8=171,3-7=-1016,4-7=87 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 56 It by 35 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are 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)Refer to girder(s)for truss to truss connections. 3)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 5 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 235 lb uplift at joint 5,793 Ib uplift at joint 2 and 422 Ib uplift at joint 6. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)Special hanger(s)or connection(s)required to support concentrated load(s)57.21b up at 4-0-12,and 91.1 lb down and 516.41b up at 7-2-11 on top chord,and 13.81b down at 4-4-12,and 53.81b down at 7-2-11 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plo Vert:1-5=-54.0,2-7=-20.0,6-7=-20.0 Concentrated Loads(Ib) Vert:9=57.2 10=-91.1 11=-13.8 12=-53.8 IVa CAA 0 48 EOF Gj 04"`�vQ Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation s ��OPt1 Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans durih in tigp. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.24 52 (v\ Job russ russ ype y ly Watson Horne t3ldrs.-Parcel 0002096 J01 ROOF TRUSS 8 1 TKUtz I RUSS 11 4C.,JACKSONVILLE FL. 32226, o tions Michael Jackson s Sep I e Industries,Inc. Fri Jan age -2.0.0 04-0 1-0-0 2.0.0 --1-0-0 swi.•1:04 0 2 d 6.00 12 2 d T1. yµ X F1 t 2-o-0 1-o-0 0 o-0 1.0.0 2-o-0 1.0.0 LOADING (psfl SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 20.6 Plates Increase 1.25 TC 0.37 Vert(LL) -0.02 4 >568 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.09 1-2 >270 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:7 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 3=-84/Mechanical,2=264/0-4-0 Max Horz 2=150(load case 4) Max Uplift3=-84(load case 1),2=-531(load case 4) Max Grav3=274(load case 3),2=2640oad case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=44,2-3=-72 BOT CHORD 2-4=-5 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed buildin�,of dimensions 56 ft by 35 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. f cantilevers exist,they are 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)Refer to girder(s)for truss to truss connections. 3)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 84 Ib uplift at joint 3 and 531 Ib uplift at 5)Coint 2. is truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 4. CA Q• �'�IF C �C 8 E OF 'c Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation s �OR10P Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 p ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans dgfin in tigr� If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.2412 }v� v Job cuss russ ype y �Ply a son Home rs.-ParcelA 0002096 J02 ROOF TRUSS 8 1 o tional Michael Jackson s ep 1Tek Industries,Inc. Fri Jan age aoo aoo so-o 2-o-o so-o S,W.•1:13.3 3 a 6.00 12 T1 B1 2 d 3.00 72 3x1 1 2-o-0 3.0.0 oo-a o-00 2-0-03-0-0 f LOADING psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 0.0 Plates Increase 1.25 TC 0.39 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.17 1-2 >151 BCLL 0.0 Rep Stress incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) list LC LL Min Udefl=240 Weight:13 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) 3=25/Mechanical,2=264/0-4-0,4=27/Mechanical Max Horz 2=220(load case 4) Max Uplift3=-24(load case 2),2=-395(load case 4) Max Grav3=46(load case 3),2=264(load case 1),4=27(load case 1) FORCES (Ib)-First Load Case Only TOP CHOD 1-2=46.2-3=-58 BOT CHORD 2-4=5 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psi top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 56 ft by 35 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are 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)Refer to girder(s)for truss to truss connections. 3)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 24 Ib uplift at joint 3 and 395 Ib uplift at Joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard V• CAR IN^ * N0.48803 TA � P Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans d If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.2415N2 Job russ I russ I ype y Ply a sonome 51drs.-Parcel 0002096 J03 ROOF TRUSS 8 1 o tions -TRUE-TRUSS 114Q.,JACK50NVILLF: FL. 32226,Michael Jackson s ep I I eK Inaustnes,Inc. Fri Jan age -2.0.0 0.00 6-o-" 2.0-0 6.0-0 Suit 1:16.0 3 6.00 12 T1 1 n 2 3.00 12 1 3x4 2-o-0 5400 00o aao 2-o-0 so-" LOADING (psf) SPACING 2-0-0 Cst DEFL in (loc) i/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Verf 0.18 1-2 >141 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:20 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) 3=100/Mechanical,2=317/0-4-0,4=47/Mechanical Max Horz2=292(load case 4) Max Uplift3=-142(load case 2),2=-380(load case 4) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=46,2-3=35 BOT CHORD 2-4=9 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 56 ft by 35 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are 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)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 142 Ib uplift at joint 3 and 380 Ib uplift at Joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(s) Standard I. CAR Q � � Z No.488 ST TE F Rio Q ED E Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans dusj�l tioiy If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.24112\xv (`\+ Job russ russType Qty �Ply Watson oma t5ldrs.-ParceiA 0002096 J04 ROOF TRUSS 22 1 otional TRUE TRUSS 114C.,JACKSONVILLF: FL. 32226,Michael c on s epUU&U Mi I eK Inaustries,Inc. Fri Jan age -2.0.6 0-0.0 0 2-0-070.0 s<r.:1n�r 2x4 II 4 3 W1 t 6.00 FIT 12 T1 6 5.5= d d 2 3.00 12 1 3.4 2-o-0 7-0-0 60-0 6-407.0.0 6+0 D&0 2-" LOADING (PSO SPACING 2-0-0 CSI DEFL in (IOC) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert LL) 0.06 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.15 Vert(TL) 0.15 1-2 >173 BCLL 0.0 Rep Stress incr YES WB 0.02 Horz(TL) -0.02 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/dell=240 Weight:28 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=223/Mechanical,2=383/0-4-0,5=5/Mechanical Max Horz2=364(Ioad case 4) Max Uplift4=-197(load case 4),2=-397(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=46,2-3=42,3-4=99 BOT CHORD 2-6=18,5-6=-O WEBS 3-6=69 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 56 It by 35 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are 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)Refer to girder(s)for truss to truss connections. 3)Bearing at int(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 197 Ib uplift at joint 4 and 397 Ib uplift at omt 2. 5) is truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 4. CAA IN ��C9 N .4883 S AT OF Fc ED Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans durin int tio� If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241152 Ll�j Job russ russ ype Qty ply Wa son o tskirs.-Parcel 0002096 TOt ROOF TRUSS 1 1 o tional FL. 32226,Michael Jackson s ep 000 Ivii I eK Industries,Inc. Fri Jan age 0.0.0 10.6-0 21.0-0 166-0 10-60 SCY••1.41.3 4x4= 7 2x4 II 2x4 II g 6 6.00 F122YA II 2.4 S 9 7 2x4 It 2x4 II T 2 10 4 T 7 T T T T 3 11 2 12 1 13 4x6= 4x6= 2.4 11 20 II 2.4 II 2x4 11 3x4= 2x4 I I 2"II 2"II 2.0-0 23-0-0 a0-0 21-o-0 21.0-0 Plate Offsets LOADING (PSO SPACING 2-0-0 CSI DEFL In (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) 0.06 1-2 >372 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.01 12 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:106 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 10-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=254/21-0-0,12=254/21-0-0,17=3/21-0-0,18=189/21-0-0,19=166/21-0-0,20=89/21-0-0,21=281/21-0-0,16=163/21-0-0,15=90/21-0-0,14=281/21-0-0 Max Horz2=1480oad case 3) Max Uplift2=-396(load case 4),12=-396(load case 4),19=-133(load case 3),20=-140(load case 3),21=-175(load case 4),16=-132(load case 2),15=-137(load case 2),14=-175(load case 4) Max Grav2=259(load case ),12=2590oad case 6),17=5(load case 5),18=189(load easel),19=170(load case 5),20=890oad case 1),21=283(load case 5), 16=167(load case 6),15=900oad case 1),14=283(load case 6) FORCES (lb)-First Load Case Only TOP CHORD 1-2=47,2-3=31,3-4=108,4-5=70,5-6=86,6-7=81,7-8=81,8-9=86,9-10=70,10-11=108,11-12=31,12-13=47 BOT CHORD 2-21=-53,20-21=-53,19-20=-53,18-19=-53,17-18=-53,16-17=-53,15-16=-53,14-15=-53,12-14=-53 WEBS 7-18=-153,6-19=-119,5-20=-72,4-21=-193,8-16=-119,9-15=-72,10-14=-193 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 56 ft by 35 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail' 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 396 Ib uplift at joint 2,396 Ib uplift at�oint 12,133 Ib uplift at joint 19,140 Ib uplift at joint 20,175 Ib uplift at joint 21,132 Ib uplift at joint 16,137 Ib uplift at joint 15 and 175 b uplift at joint 14. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard �Q•�� • CAR t iF,� No 48803 S ATE ENG�t� Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans durin instal tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241 52 O 1 Job russ I russ I ype y I y a son Home 51drs.- arce 0002096 T02 ROOF TRUSS 9 1 (optional) -TRUE-TRUSS 114C.,JACKSONVILLE FL. 32ZZ6,Michael ac son s Sep 1 000 MiTekIndustries,Inc. n Jin age -2-0-0 0-0-0 654 10-60 15.3-12 21.0-0 23.0-0 2.0-0 5.6.4 4.312 4.6.12 5.64 _ - 2-o-0 Scale 1Ai.3 4.4= 4 6.00 FIT 2A II 24 II 3 W2 W2 5 1 6 2 y B' 41 B2 Id 7 _ 1 S3.4 6 1x3= 3.5_ 7.= 2.0-0 21.0-0 240 0-0-0 5-" 16612 21-o-0 664 37.9 664 z-0-o 2-bo Plate Offsets LOADING (pst] SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.23 8-9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.44 Vert(TL)) -0.31 8-9 >794 BCLL 30.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/SBCCI 1 st LC LL Min I/deft=240 Weight:118 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 4-1-15 oc purlins. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1502/0-4-0,6=1502/0-4-0 Max Horz 2=-1560oad case 2) Max Uplift2=-779(load case 4),6=-779(load case 4) FORCES iIb)-First Load Case Only TOP CHORD 1-2=25,2-3=-2243,34=-2237.45=-2237,5-6=-2243,6-7=25 BOT CHORD 2-9=2001,8-9=1196,6-8=2001 WEBS 3-9=-264,4-9=1185,4-8=1185,5-8=-264 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 56 ft by 35 ft with exposure C ASCE 7-93 per SBC/SBCCI if end verticals exist,they are not exposed to wind. If cantilevers exist,they are 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 779 Ib uplift at joint 2 and 779 Ib uplift at joint 6. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard IF,C,9 � o.4 0 OF Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio /s ORI�`P�� Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.52BRED This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans duri i7fe�a ati�. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.24.5 0 v Job russ toss I ype y y a son Home tskirs.- arca 0002096 T03 ROOF TRUSS 2 1 o pt at Michael Jackson s ep 1 e industries,Inc. Iffn Jan age -2-0-0 0.0.0 564 10.60 153-12 21.0.0 2-a0 554 4-9.12 4.9,12 564 Sal.•130.3 04= 4 S.00 F12 2.4 It 2.4 II 1 W2 W25 1 1 6 2 81 B2 I� 03.4= 7 „.5_ lz3= 7zs= 240 21-o-0 0.0.0 564 151.12 21-0-0 5.9.4 9-7-9 564 2-o-5 Plate offsets LOADING ,(psf) SPACING 2-0-0 CSI DEFL in (loc) Uden PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 VertLL) -0.23 7-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.44 Vert�TL) -0.31 7-8 >794 BCLL 30.0 Rep Stress Incr YES WB 0.39 HOrz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/def(=240 Weight:115 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-1-15 oc purlins. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6=1385/0-4-0,2=1502/0-4-0 Max Horz2=256(load case 3) Max Upiift6=-539(load case 4),2=-779(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=25,2-3=-2243,34=-2237,4-5=-2237,5-6=-2243 BOT CHORD 2-8=2001,7-8=1196,6-7=2001 WEBS 3-8---264,4-8=1185,4-7=1185,5-7=-264 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 56 ft by 35 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are 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 539 Ib uplift at joint 6 and 779 Ib uplift at 1olnl 2. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 4. CAA IN V ,41 STATE O ,t�Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation �Cs�<ORIpP`��i Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 ED ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans dVn iny> l tiq>� If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.24A52 }v� v Job russ I russ I ype Qty y a son Home Bldrs.-Parcel 0002096 T04 ROOF TRUSS 1 1 (optional) Michael ac son 4.20s ep MiTek nus nes,Inc. n Jan age 0.0-0 F&0 6-6-0 6.8-0 13+0 S.M.•1:28.6 4x4= 6 2.4 II 6.00 12 4 2.4 II 6 T T 2 T1 T1 T 3 6 2Li a , T1 Ia 9 1 4x8= 2x4 II 2.4 II 2.4 II 4.8= 2.0-0 16-40 0-0-0 13+0 13+0 J Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (IOC) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) 0.06 1-2 >397 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 8 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:60 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 10-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=235/13-4-0,8=235/13-4-0,11=126/13-4-0,12=303/13A-0,10=303/13-4-0 Max Horz 2=-1000oad case 2) Max Uplift2=4108(load case 4),8=Al 1(load case 2),12=-195(load case 4),10=-195(load case 2) Max Grav 2=247(load case 5),8=2470oad case 6),11=126(load case 1),12=3050oad case 5),10=305(load case 6) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=47,2-3=85,3-4=167,4-5=117,5-6=117,6-7=167,7-8=85,8-9=47 BOT CHORD 2-12=-103,11-12=-103,10-11=-103,8-10=-103 WEBS 5-11=-133,4-12=-207,6-10=-207 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 56 ft by 35 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 408 Ib uplift at joint 2,411 Ib uplift at joint 8,195 Ib uplift at joint 12 and 195 Ib uplift at P1oint 10. 7)This truss has been designed for both TPI-Wand ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard V• CAIRA No.488 ST T 0 ORI D ENS Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans ducl 6 If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.245\2 t1u Job russ I russ Type y Ply a son Home bldrs.-Parcel 0002096 T05 ROOF TRUSS 2 1 (optional) Michael ac son 4.20 SR1 s Sep 13 000 MiTekIndustries,Inc. Fri Jan age •2.0.0 0.0-0 6.8.0 13+0 15-40 2.0.0 8.8.0 6-8-0 2." SIW.•1:28.6 04= 3 6.00 12 W1 t T 4 2 6 8 1 3.4= 2x4 3.4= 2.0-0 134-0 2.0-0 0-0.0 4- 8.8.0 6-6-0 68.0 130 2-0-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.10 2-6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.08 2-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.01 4 n/a BCDL 10.0 Code SBC/SBCCI list LC LL Min I/dell=240 Weight:54 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 6-0A oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 7-10-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=598/0-4-0,4=598/0-4-0 Max Horz 2=-108Qoad case 2) Max Uplift2=-997(load case 4),4=-997(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=24,2-3=-522,3-4=-522,4-5=24 BOT CHORD 2-6=463,4-6=463 WEBS 3-6=130 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 56 It by 35 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are 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 997 Ib uplift at joint 2 and 997 Ib uplift at Joint 4. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard V• CAA iFic 9�G92 Q � No. 03 ATE s, OR(O BRED ENG Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans du If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241. 2 Job cuss 1 russ 1 ype y Ply a son Home Bldrs.- arm 0002096 T06 ROOF TRUSS 2 3 o tional —TRUE-TRUSS INC.,JACKSONVIECE—Tr. 32226,Michael Jackson s Sep i e industries,Inc. Fri Jan age •2-OA 040 11611 TOO 12.0.4 17.0.8 !2.612 27.1.0 3o-2-5 341.0 36.1-0 2.60 3-10-11 s 60.4 5-0-45-0-4664 11-s _ 11411 2.60 sui.:m16�r Sz6= 8x6= JW= Sri= Jx4= 4 S 6 7 8 6.00I2N4_ yy5i WS W3 2x4 3 = 1 5 t 2 16 17 15 14 U 18 12 10 8x5= 3X4= 8x8= 3x4= 5x5= 1 tld 1 W-1- 345 x8a3x5 3.00 12 2460 74-1.0 2.0-0 aa0 6+0 12-0-4 17.0.8 22-0-12 27-o-0 341.0 640 5." 5.0-45-64 S." 6+0 2-0-0x460 Plate uffsets 7' l 1 1 - LOADING (Pst) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) 0.93 14 >436 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.80 14 >504 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(TL) -0.44 10 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:490 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 8-2-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=2708/0-4-0,10=2708/0-4-0 Max Horz 2=-1130oad case 2) Max Uplift2=-2594(load case 4),10=-2594(load case 4) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=46,2-3=-9017,3-4=-9519,4-5=-10776,5-6=-11682,6-7=-11682,7-8=-10776,8-9=-9519,9-10=-9017,10-11=46 BOT CHORD 2-16=8075,16-17=7719,15-17=7719,14-15=10775,13-14=10775,13-18=7719,12-18=7719,10-12=8074 WEBS 3-16=718,4-16=2607,4-15=3301,5-15=-929,5-14=981,6-14=-590,7-14=981,7-13=-929,8-13=3301,8-12=2607, 9-12=718 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 56 It by 35 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are 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)Bearing at joints)2,10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2594 Ib uplift at joint 2 and 2594 Ib uplift at joint 10. 6)This truss has been designed for both TP 1-85 and ANSI/TPI 1A995 plating criteria. 7)3-ply truss to be connected together with 10d Common(.148••x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-8-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 8)Special hanger(s)or connection(s)required to support concentrated load(s)474.81b down and 923.71b up at 27-1-0,and 474.81b down and 923.71b up at 7-0-0 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S) Standard 4• CAAq 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 v P,�IF�L,q /Gf9 Uniform Loads(plf) Vert:1 -54.0,4-8=-117.0,8-11=-54.0,2-16=-20.0,16-17=-20.0,17-18=43.3,12-18=-20.0,10-12=-20.0 Concentrated Loads Ob) Vert:17=-474.818=-474.8 NO.4 ''� T f RIOP'`� ED ENG Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans dujgjl iot IL If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.24112\0 }`�+ Job toss cussType y y a son ome Bldrs.-Parcel 0002096 T07 ROOF TRUSS 2 1 onal TRUh TRUSS I 4C.,JACKSONVILLE FL. 32226,Michael Jackson s Sep o tiI e Industries,Inc. Fn Jan age -2-0.0 a-a0 6t12 9.0.0 14+4 19-s11 25.1.0 27.7-{ 34.1.0 36.1-0 z-o-a ss12 z-s-4 5+s 5+s 5-4-52_6.46-5-12z•o•a Sub:3116'•1' 54= 3x1= 3.4= 5x5= 4 5 6 7 3x4 9 3x4 6.00 12 3 Wd WS W5 W/ 5 W2 W2 2 13 14 11 12 11 6 US= 1x5= 5x3= 3x6= 5x6= 1 _ 1x5% 3x5 3.00 12 2.0.0 31.1.0 2-0-0 0.0.06-MO 9.0.0 17ZO 25.1.0 27•So 34-1.0 6+0 2.6.0 6.0.6 sae 2-6.0 6--0 2-M 64.0 Plate offsets - LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.62 13 >652 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.7313-14 >555 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.42 9 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl=240 Weight:162 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-2-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1366/04-0,9=1366/0-4-0 Max Horz2=-138Qoad case 2) Max Uplift2=-1120(load case 4),9=-1120(load case 4) FORCES (Ib)-First Load Case Only TOP CHOFF22D 1-2=23,2-3=-4164,34=-2955,4-5=-2692,5-6=-3383,6-7=-2692,7-8=-2955,8-9=-4164,9-10=23 BOT CHORD 2-15=3799,14-15=3603,13-14=3314,12-13=3314,11-12=3603,9-11=3799 WEBS 3-15=1016,3-14=-1159,4-14=1113,5-14=-720,5-13=105,6-13=105,6-12=-720,7-12=1113,8-12=-1159,8-11=1016 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 56 It by 35 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are 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)Bearing at joint(s)2,9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1120 Ib uplift at joint 2 and 1120 lb uplift at joint 9. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Cgggi INC49 N .4883 S AT OF DENG�� Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans du ' s(�II iopx If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241. 2 russ fuss ype Y y a son ome rs.-Parcel Ei 6 T08 ROOF TRUSS 2 1 4U.,JAL;K50NVILLo tional rc ae ac son s ep mw2k industries,Inc. Fri an age 240 2..0 cslz n•o-o •o-o 6-5.12 4-6.y 17.0-5 23-1a- s-0-e e•o-e na•a 6•5-12 34-1.0 34-1.0 2.50 Scor 3/18"1' US= 2.411 axe= 4 a 8 6.00 12 3z4 i W4 Wt 3 3x{ 7 W2 1 W2 82 2 14 13 12 11 10 8 S 6x6= 1 3z'= axe= 3x4= axs= e 1 axe= 3.0o F1 3 0 c 2.50 34-1.0 2-a0 se-0 tt-o-0 17-M27-9.0 2.0-0 s ° 4-60 6.0.9sae x3 1.0 4-o-- 34-1.0 2-0- Plate Offsets LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/deft PLATES GRIP TCLL Q0.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.52 12 >775 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.59 12-13 >685 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz') 0.39 8 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight:168 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-10 oc purlins. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 4-2-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS Ob/size) 2=1366/0-4-0,8=1366/0-4-0 Max Horz2=-163Qoad case 2) Max Uplift2=4 1 20(load case 4),8=4120(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=23,2-3=-4164,3A=-2516,4-5=-2597,5-6=-2597,6-7=-2516,7-8=-4164.8-9=23 BOT CHORD 2-14=3799.13-14=3601,12-13=2271,11-12=2271.10-11=3601,8-10=3799 WEBS 3-14=1035,3-13=-1448,4-13=622,4-12=392,5-12=-319,6-12=392,6-11=622,7-11=-1448,7-10=1035 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed buildingg,of dimensions 56 ft by 35 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are 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)Bearing at 1'olnt(s)2,8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1120 Ib uplift at joint 2 and 1120 Ib uplift at joint 8. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard ILV. CAR I c 3Q 00. 8 STATE OF Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation �C/s )R IV Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 BRED ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans dun inti If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.2452 � 1 EEruss hiss ypeY Y ason ome rs.T09 ROOF TRUSS 2 1 o-1t•z caoo-no oal -aao ot s ep e nus nes, an e ao- 0417.0-6 4.0.5 29-2-12 2110 40-14 410-4 14.1.0 16.1-0 2.0-0 SCN�:1/16l1' 6x6= 3.4= US= S 6 T 3.5 i 1x5 6.00 FIT 4 W5 W5 8 2x4 VJS W3 y 1 2x0-G b 1 9 _� 16 14 11 12 10 6x5=t 1x9= 5z9= 6x6= 3.8 1.00 F12 US 2-0-0 34't'0 ao-o wo 11.0.0 21-1-0 2-o-° 6'4'0 4o-0 B-1-06•8•0 zaso 6-45 141-0 ao-o Plate CtIsels LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deg PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.48 14 >845 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.62 13-14 >657 BCLL 0.0 Rep Stress incr YES WB 0.47 Horz(TL) 0.37 10 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deg=240 Weight:177 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-1-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1366/0-4-0,10=1366/0-4-0 Max Horz2=-188Qoad case 2) Max Uplift2=-1120(load case 4),10=-1120(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=23,2-3=-4226,34=-4052,4-5=-2183,5-6=-1973.6-7=-1971.7-8=-2188,8-9=-4052,9-10=-4226,10-11=23 BOT CHORD 2-15--3839,14-15=2662,13-14--2053,12-13=2662,10-12=3839 WEBS 3-15---114,4-15--1472,4-14=-873,5-14=756,6-14=-132,6-13=-133,7-13=759,8-13=-871,8-12=1472,9-12=-114 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed buildingg,of dimensions 56 ft by 35 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are 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)Bearing at joint(s)2,10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1120 Ib uplift at joint 2 and 1120 Ib uplift at joint 10. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 4. C4 IF C, 880 STATE OF A Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation /t4 Z ORIOP' Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 ED ENG` This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans dn m(4 tiyq. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.24.L52 v o russ truss Typea son ome rs.-Parcel 0002096 T10 ROOF TRUSS 2 -TRUETRUMM—,7ACKS0NVECE--FU 32226, o tional 1c 5_e ac son I e nus nes, nc. n an age x•ao aao 2.5_0 6.5-72 6.5-12 4 4 15_5_0 44.0 15-" 4.1 0 15-1.0 4.4.0 23.5_0 424 27-74 6.5-12 341-0 2-0-0 36.1.0 SCY.;316'5_1' 08 Sx5= S 6 US 4 4.5 6.00 12 4 V, WS 7 2.4 II w3 20 II 3 6 2 1{ 13 12 5x12= 11 9 ,b 1 3z1= 5a9= Sx12= ttyy iCd Sze% Izfi S 3.00 F12 2.5_0 341.0 x•ao aao $to 154o-0 19.1.0 27-94 341.0 6+0 5-5-0 41-0 6.6-0 "a ao-o z-a5 Plate ses LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) 0.50 13 >805 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.6813-14 >592 SCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.39 9 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min Udell=240 Weight:179 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-3-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1366/0-4-0,9=1366/0-4-0 Max Horz 2=-2130oad case 2) Max Uplift2=41200oad case 4),9=4120(load case 4) FORCES (ib)-First Load Case Only TOP CHORD 1-2=23,2-3=4164,34=-4139,4-5=-1905,5-6=-1717,6-7=-1908,7-8=-4139,8-9=-4164,9-10=23 BOT CHORD 2-14=3799,13-14--2283.12-13=1717,11-12=2283,9-11=3799 WEBS 3-14=-198,4-14=1904,4-13=-767,5-13=628,5-12=-0,6-12=629,7-12=-766,7-11=1903,8-11=-198 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 56 It by 35 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are 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)Bearing at jolnt(s)2,9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1120 Ib uplift at joint 2 and 1120 Ib uplift at joint 9. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 4. CA Q@ P�IF STATE OF 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation 4p ORM Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 BRED E This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans dyFin in tigrL. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.2452 }vl v o toss russ ype y y Watson Home rs.- arce 0002096 T11 ROOF TRUSS 2 1 onal UACKS019VICLE—FE: 3z226, Ic ae ac son s ep o tiI e nus nes,Inc. Fri Jan age •A00 600 6-512 52.4 /1-B•0 3+0 1600017.1.0 5,40 22.5.0 x7.7.4 34.1-0 Sst-0 2.00 64.12 62-1 6-5-12 2-0-0 SnN:311611- 4.4= 6.00 12 5 5x3 6 Sx5 O 4 6 2.4 11 W3 W3 2x1 II 3 7 2 12 11 10 6 1J 5x12= 1 1 5x6= 302= 1� 9 US 3.00 rl2 3x6` 2-0.0 Jt-1-o x-ao aa06.4.0 17-0-0 0 17.1.0 27-5.0 5.40 108.0 51.1.0 2.00 10-6-0 64.0 x-a.o Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL In (IOC) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) 0.53 11 >765 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0-8911-12 >456 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.40 8 n/a BCDL 10.0 Code SBC/SBCCI list LC LL Min I/dell=240 Weight:169 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 4-4-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at mldpt 4-12,6-10 REACTIONS (Ib/size) 2=1366/0-4-0,8=1366/0-4-0 Max Horz 2=-2380oad case 2) Max Uplift2=-1120(load case 4),8=-1120(load case 4) FORCES T -First Load Case Only TOP CH O 1-2=23,23=-4164,34=4142,4-5=-1668,5-6=-1668,6-7=-4142,7-8=-4164,8-9=23 BOT CHORD 2-12=3799,11-12=2110,10-11=2110,8-10=3799 WEBS 3-12=-225,4-12=2066,4-11=-790,6-11=-790,6-10=2066,7-10=-225,5-11=1198 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed buildingg,of dimensions 56 ft by 35 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are 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)Bearing atjoints)2,8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1120 Ib uplift at joint 2 and 1120 Ib uplift at joint 8. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard J. CA V IF,cq�C9Z 0.48 '• T Q RIO D EN Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans Burin ll io If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.2412 1 1�// CITY OF nn /n f'^IIG � � "99 Office of Building Official REQUEST FOR INSPECTION - Permit No. Date Time A'fv Received 319S Job Address Locality Owner's Name So Contractor H1.4 N Q(i Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL II Framing ❑ Footing ❑ Rough Wiring ❑ ough ❑ Air Cond. & ❑ ❑ Temp Pole L11� lop Out ❑ Heating In Roofing ❑ Slab Final ❑ Sewer ❑ Fire Place ❑ Insulation ❑ Lintel ❑ Pre Fab READY FOR INSPECTION �� t T s. d. Thurs. Friday Mon. Inspection Made P.M. Final Inspection ❑ Inspector Certificate of occupancy ❑ Date 3 - 2197 A`'a&40 /3/CITY OF ri& eacA- Office of Building Official REQUEST FOR INSPECTION rS�a / Permit No. { Date Time Received Locality Job Address Owner's V�a.fSOL1 Contractor �q-:lill i �kC S Name MECHANICAL ON BUILDING CCRET ELECTRICAL PLUMBING �/ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Framing ❑ Footing Pole I l Top Out ❑ Heating Re Roofing El Slab El Temp El Fire Place ❑ Sewer Insulation El Lintel Cl Final Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday RM. Inspection Made Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date $i e, 4: k CITY OF Office of Building Official REQUEST FOR INSPECTION Date lS/ / Permit No. Time . 03 A.M. Received lJ Job Address Lo ality - Owner's e Contractor BUILDING CONCRET ELECTRICAL PLI MBING MECHANICAL Framin Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing /Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation qY Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab A.M. Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Mad PM ` Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date A i P�LANrj�, F�OR10�' Inc OF JOB ADDRESS DATE .5 .x"41 -t ' THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Y_ .I $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m.to 5:00 BL p.m. Monday through Friday. -,f ' e ~n�/��_ //CITY OF ��`�� 4&4*9 ' /3�-#;&$ 4 Office of Building Official REQUEST FOR INSPECTION Date \3 U / Time q j Permit No. `p�� Received ` A.M 5 Job Address Owner's ' Loca y Name Contractor BUILDING CONCRETE ELECTRICAL Framin PLUMBIN MECHANICAL Re Roofing L, Slab ng ❑ Rough Wiring ❑ ough 11 Air Cond. & ❑ Insulation 11 Lintel CF nap Pole 1i Top Out ❑ Heating ❑ ❑ Viewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made A.M. c Inspector -PM. Final Inspection ❑ C/ Certificate of Occupancy ❑ t8 Date CITY OF f Office of Building Official REQUEST FOR INSPECTION Permit No. Date ++ A.M. Time l P.M. Received �, y Locality Job Address S Owner's Contractor Na PLUMBIN MECHANIC LA " LECTRICAL — BUILDI CONCRETE h Wrong/ ❑ Heating ❑ Rough �j Top Out ❑ mi ❑ Footing ❑ Temp Pole ❑ Fire Place ❑ Slab ❑ Final ❑ Sewer pre Fab Re Roofing ❑ Lintel Insulation A.M. READY FOR INSPECTION� Friday__------P.M' 6,v-e^ —^fThurs. Wed. Mon. Tues. A.M. _ P.M. l Inspection Fina ❑ Inspection Made 0 Certificate of occupancy Y 11 Inspector r' i Date d., { P�LANrj�, F'0R1�Q' 110M OF � 9slow • 9 • JOB AW ((L ��rr DAM 3 5R5-T / 61• s- 29 -o THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted V _�,'K �s ELM�11 /y t ch• $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m.to 5:00 BL p.m. Monday through Friday. CITY OF Office of Building Official REQUEST FOR INSPECTION U A I Permit No. Date � � � ,yam Time i Received i- Lo ality Job Address ontractor ECHANICAL Owner's Name LECTRICAL C Air Cond. & C NCRETE Li Rough Heating ❑ BUILDING 1 Rough ri Top Out 0 Fire Place F oting Temp Ime Sewer Pre Fab Framing lab Final Re Rooting LintelLL N A.M. Insulation READY YA9��t""SCO, F Thurs. riday 7f' Wed. �uI ��[i��', A.M. Mon. V Final Inspection ❑ Inspection Made Certificate of Occupancy ❑ inspector Date CITY OF Office of Building Official REQUEST FOR INSPECTION- ;13 Date _O Permit No. // 7 Time Received Job Address �j��Locality Owner's k 4 T s�h Contractor �`�� S0A Name T UIL CONCRETE ELECTRICA ING MECHA mg ❑ Footing ❑ Roug firing Ci Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab CSV e,- READY FOR INSPECTION A. Mon. Tues. Wed. 4sFriday A.M. Inspection Made P.M. Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date -vr - THIS JOB HAS NOT BEEN COMPLETED - The following additions or corrections shall be made before the job will be accepted Af rV o Ssti 4 s ri► VVA 4 let ba r &h a N MIC� �`o t- C lir lr6 D W $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PLUMB,Nc made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors EHEC are in the office from 8:00 a.m. to 5:00 BL p.m. Monday through Friday. CITY OF �l 1 / `T Office of Building Official ; REQUEST FOR INSPECTIO �� Date ( - [ i1" 6 1 (qq Permit N . •LJ c}- Time /� /� A Received Job Addres ocalit Owner's C D Name for BUILDING CONCRETE ELECTRICAL-' P M1�6 B G'� ECHANICAL - -- Fra ❑,� Footing ❑ Rough Wiring Ci Rough ❑ Air 6orid.& ❑ Re Roofing ❑ Slab ❑ Tem Pole ❑ Top Out ❑ Heating 72 !insulation ❑ Lintel ❑ na ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Tues. Wed. Thurs. Friday M. Inspection Made d P,M Inspector Final Inspection C7 Certificate of Occupancy ❑ Date . CITY OF .�,,-� f4&aa& B�-&;&u-da Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A Received M. Job Addr s LocaiC Owner's 7 G Contractor �ramin.�E] LDCONCRETE ELECTRICAL PLUMBING MECHANICAL Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab REA INSPECTION A.M. Mon. Tues. d.' Thurs. Friday P.M. .M. Inspection Made inal Inspection ❑ Inspector ertificate of Occupancy ❑ �t l Fc6 4-- -r,- �p- T Date CITY OF 4dam C 3e=A-/f Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time Received __ P.M. l Job Address Loca ty Owner's Name Contractor BUILDINGCONCRET ELECTRICAL PLUMBING MECHANICAL Framing ❑ foging ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION *ed A.M. Mon. Tues. /ry Thurs. Friday P.M. Inspection Made Inspector Final Inspection ❑ Certificate/of Occupancy ❑ rc Date CITY OF Office of Building Official REQUEST FOR INSPECTION Date Time A.M. Permit No. / '�� Received P.M. Job Address Owner's I Locality Name Contractor Framing BUILDING CONCRETE ELECTRICAL Framing ❑ Footing ❑ RING MECHANICAL Re Roofing ❑ Slab Rough Wiring ❑ ough ❑ Insulation ❑ Tem Pole Air tingCon & ❑ ❑ Lintel ❑ Final ❑ ut ❑ Heating ❑ Sewer ❑ Fire Place READY FOR INSPECTION Pre Fab Mon. Tues. Wed. =ur A.M. Friday Inspection Made A.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ 7�g�ly { 3 2 Date 2 `�/ CITY OF ��i°curtic z eacl - �Q�,n�da 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 �\ FAX (904) 247-5805 SUNCOM 852-5800 DATE 3 ' —0� JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS d2 /d!6 ,395 4-4L, S T,"'0. POle Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTI EACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 395 FIFTH STREET Owner: WATSON, JAMES ATLANTIC BEACH, FL 32233 325 SAWMILL LANE PONTE VEDRA BEACH, FL 32082 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 21447 Date: 7/25/2001 DON C. F RD, C.B. Post in a conspicuous space CITY OF ATLANTIC BEACH MECHANICAL PERMIT Wo SEMiNOLE ROAD-ATLANTIC BEACH,FL 32233-TEL 247-5 -FAX 247-SM P 1T, FORMA 3N. : LO+fr` OR TION Permit Number: 22271 Address: 395 FIFTH STREET ATLANTIC BEACH, F Permit Type: MECHANICAL L 32233 Township: Range: Book: Class of Work: ALTERATION Lot(s): Bim: Section: Proposed Use: SINGLE FAMILY Subdivision: Square Feet: Parcel Number. Ess"Value: A f N Improv. Cost: 7/03/20x1 Name: WATSON, JAMES Date Issued: Address: 325 SAWMILL LANE Amount Paid: 69.00 Fees: 69'x0 PONTE VEDRA BEACH, FL 32082 Date Paid: 7/03/2001 Phone: 904 545-8805 Work p,�c; NES R, A HANDLER HVA AN LICK K T CO ' IbN FE AIR SYSTEMS Y 1 ER 69.00 4 x k!" it e 4 NOTICe I` PEC T`AE.REQUESTED AT LEAST 24 HOURS i'I INSPECTION BUILDING MATERIA RUBBIS PtIS`FROM THIS WORK MUST NOT t�`f' ED INP �LIC SPACE,AND MUST BE CLEARED 6P AND HA AY BY EITHER CONTRACTOR OR R "FAILURE TO COM WITH T N.STRUCM- UEN LA ANS SU IN THE PROPERTY OWNER NG a UiLDING I E ISSUED ACCORDING TO APPR P H AP T FHI D SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE P "` --- � — - (69.1014 ATLANTIC BEACH UiLDiNG D Date: 7Ji3/81 11 Receipt: N7iP91 law 1�AIB3i'J`19l9 . BUILDING AND ZONING INSPECTION DIVISION CITY OF /ATLANTIC BEACH AlLANIM REACH, FLORIDA 81233 -'u'ull,,o- Pian gulp' io APPLICATION FOR MECHANICAL L PET'g,riW:Fj A I MBER IMPORTANT -- Applicant to complete ell items in sections I, If, 111, LOCATION Street Address----5i 54J OF Int•ttocring Str••ts: (t•!wr•n -e'--.._._ WILDING _ •. �Id cr_ - Sub•dly{dao _ _�-,._.�....._-__._.__.• __ _ ....._ _ _ — — il. IDENTIFICATION --• To bacompleted by all applicanis . In consideration of permit q'vn for doing the wort. as dwr;bod in the ob�,o stalcrn•M wa hereby +?'»o to pw,fo.n, said work in •c<c-dant• with the aftaclvd pions end WCificotivns whish are • part hereof end in a:.cordor;e• ..;Tit the Ctty of Jatksonvilt• ordinances and ifirndords of good prat►Ito listed therein. Names of Mo•hanlaal <:anh•afori Camra•'" (Print) IR r- rI E bd OFi n T may. Master `OM1 _ Nae+• of ��f ' 8 f� CAC057553� 0 N F . MFADE ►sporty O•rn•r �/i/ _ Signature el Owner Slgnalwe of w Authorized Al•nt Architect of Engln••r 111. MIERAL INFORMATION A- typo of hoisting fool: G' / IS UTHRrR CONSTRUCTION BlING VON ON f7 he THIS BUILDING OR l,ITEP Q sate--Q V C) Natural Contra) Utiiify IF vote, GiVe HUt�;R Or CONSTRUCTION Q Oil PERMIT f!L.T.3'..z V C) Other -- Specify - IV. MROHANICAL 6QU1►M&HT TO if INSTAUAO NATURC OF WORK I/navide carriFloto fist of components on back of this form) Rashien!ial or O Oonvnoiclal Hoist ❑ $pace 0 Retest►d )& Central C.1 ilcrfr Now Oullding Ah Cendrfiartingi 0 Room A Control ( Exietlnp Building 11 � IJ Duel Systsm: Motoml Thlcteetfr e C3Roplacoment of eristlnp system Makifflvm,pacify e.f,tn, --Naw Insfallailon(NC oyetem provlouoly Installed) 0 Extension or add-on to oxieling system Q Rofrigentiort C� Cthur .... 6¢sycily C) 0041111tyl lower: Capecit/ -- 90+n CI fit*-tpnnklon: Number of hgds_ Q 6"Alw CI Maallh (Q Estsaletnr ,.._(nlrmbofl THIS STAGE i0k OMC1 OJU ONLY Q .4aetlRe Pum- 0. um a. 704 (numbor) Remarks Q' M contoiAnumborl Q URftrod petswte Moo` ►ormll Approved by,-,_.._. Da . 13 Takers (� OfIW -•- Spook . -- Permit Fee...... L1ST•ALL EQUIPMENT AIA CQND1110NMG AND REFRIGERATION P.QVIPMRNT sof Ap N=ber VAIIA iDaarlpUaa x0dol Numbor S4nv ingtartr �) Aad a HEATING - FURNACES, ;011.1 31113, 1F1;7ZACE5 pper�o!! ownber UNtls Dwiript:Ica Nooet Number 11tt>,rtut"u v rW (VM)