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Permit 1215 Selva Marina Cir (vault0 x `s City of Atlantic Beach g Department BuildiDe artment Conditional N Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida 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: Date: July 12, 2007 Contractor: D. L. Davis Address: 1215 Selva Marina Cir. , Atlantic Beach, F132233 Construction Type: 5-B Occupancy Class: Group R-2 Permit Number: 05-30781 DAVID HUFSTETL BUILDING OFFIC PERMIT WORKSHEET Certificate of Occupancy Job Address: J-e � Type Work: IT Property Owner: Phone # Te r C Contractor: , Phone # Permit#: r Date Issued: Tree Per # L2 Foundation Permit# Demolition Permit# 9 BUILDINGr ELECTRIC # MECHANICAL" (p Tem .Power# � � Footing /�' JEA Release Date f Y 3 Temp. Power Slab Letter Recd. Underslab Tie Beam Temp Pole# Lintel /O Q JEA Release Gas Piping / Date Nailing/ I��li 1�0 Sheathing pU �Z Water/ Sewer Rough/ Framin 9 Rough Rough Top out Insulation JEA Release Date FinalBuilding Electric Mechanical Plumbing Final Final LFinal JEA Release Date Drainage Inspection: 05�- /�2-4p --r r �Pool Permit# �x � . �.4. 019 Inspections: Steel � Final Elec./Grounding FinaIEEEI Roofing Permit# Inspect: Nailing/Sheathing Final --� Fire Inspection: Failed Inspections: Date Paid: (--"� Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: Permit #: ZOO/ Property Address: Legal Description: Improvements to the above-described property have been completed in accordance with the t ms of the permit and are certified to be ready for occupancy as: Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire_- pt. Public Works � Public Utilities Building Planning Final Survey with FFE es No All Re-Inspect Fees Paid Yeso Termite Treatment Yes No Page 1 of 1 Graham Shirley From: Carper, Rick Sent: Monday, July 09, 2007 10:25 AM To: Deming, James Cc: Graham Shirley Subject: RE: c.o. at 1215 selva marina circle Requires as-built survey, restoration of the median grass and a good patch on street cut for electric service. We'll look at it this afternoon. Rick From: Deming,James Sent: Monday,July 09, 2007 9:55 AM To: Carper, Rick Cc: Lyon, Mark Subject: c.o. at 1215 selva marina circle did either of you have any problems at this address for a c.o.? 7/9/2007 - !.a+vp�V' CITY OF ATLANTIC BEACH JS PERMIT CALCULATION SHEET tT Date: 7 ` Z 7- 0S` Address / �2IS- f-po /Llr I;ouAf C(A - A��t0«g F�IIST ff�� Heated Square Footage S"J `7 @ $ /0 per sq ft= $ J'- O Garage/ Shed @ $ ST— per sq ft = $ 60 Carport/Porch @ $ per sq ft = $ 2 / 6 72- Deck 2Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ (9 5 3 ( 2 2— Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: -vL TOTAL BUILDING FEE $ ZONING: dL,S' - ( + %2 Filing Fee $ FLOOD ZONE: —_ (fireplaces @ $35.00 $ 3� IMPERVIOUS SURFACE: <J-D BUILDING PERMIT FEE $ Fr K r-'--O'-65— WATER IMPACT FEE $ FG D SEWER IMPACT FEE $ -0 - WATER METER/TAP $ -0 - CAPITAL O - CAPITAL IMPROVEMENT$ -?2 �'- SEWER TAP $ - © — C (370) RADON HRS .0050 $ SECTION H PAVING ( ) $ O - CROSS CONNECTION $ S- • ST(7rs o) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: DRAINAGE �� t3A FIXTURE UNIT t�N �FIXTllRE TYPE VALUE AS LOAD FIXTURES S Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 A.- Bathroom group consisting of water closet, lavatory, / Bidet, and bathtub or shower 6 Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 2.. 2 ( L( Z Drinking fount cemake /z f 12— Floor drains 2 Hose bib 1 _L/3 Z/3 1 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or y �� dishwasher -D Q 2 Laundry tray (1 or 2 compartments) 2 Lavat) 1 Shower corn artment,domestic 2 Sink 2 Urinal 4 • Urinal, 1 gallon per flush or less ' 2 Wash sink(circular or multiple)each set of faucets 2 Water closet,flushometer tank,public or private 4 Water closet,private installation 4 O /y 6 6 Water closet,public installation 6 TOTAL NUMBER OF UNITS= 3 MULTIPLIED X 20 TOTAL$ V 0f1� ZtlCBe'QCjZPef'ifZlllylfOl�Zl�lIOIZ To: JEA Electric Order Fulfillment, (Fax No.: 665-7372) Attention: Carol Schweizer/Lorie Craven,21 West Church St T-4 (665-6521) Subject: City of Atlantic Beach Permit# d 410 7 a Date: /d. /7. o G Service Address: —121,j ��VQ, A;-77 Owner: Owner Phone: Electrician: _ �/�JC,h y S .M C7-g i G f ey i C fS Electrician Phone: 2- Type Type of Work: New Service [,_] M-Home Subfeed Increase Service U Heat & AC [� Repair Service [ Other (� Rewire Li Other Description: Temp Pole LJ Service Type: L�3verhead (Repair/Replace) L—JUnderground (New Services) Building Use: LLResidential [_]Church ]Environmental "M-Home "Commercial "Other Other Use Description: Service Size: New Service: Amps: Volts: Phase: Existing Service:Amps: Volts: Phase: E-mail:cravli(a),iea.com or schwcm@jea.com or resoma jea.com CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034076 Date 10/13/06 Property Address . . . . . . 1215 SELVA MARINA CIR Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 --------------------------------------------- Application desc EARLY POWER ----------------------------------------------- Owner Contractor ------------------------ ------------------------ FERGUSON, KRISTIN & ANDREW BEACHES ELECTRIC SERVICES INC. 1215 SELVA MARINA CIRCLE 214 COKESBURY CT. ATLANTIC BEACH FL 32233 GREEN COVE SPRINGS FL 32043 (904) 246-3641 (904) 629-3182 ------------------------------------------ Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 300 . 00 Plan Check Fee . 00 Issue Date Valuation . . 0 Expiration Date . . 4/11/07 ------------------------------------------------- Fee summary Charged Paid Credited Due ------- ---------- ---------- ---------- ---------- Permit Fee Total 300 . 00 300 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 300 . 00 300 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 10/16/2006 16:58 9044069006 PAMELA LOCKWOOD PAGE 02 Beaches Electrical Service Inc. 214 Cokesbury Ct. Green Cove Springs, Fl 32043 (904) 629-3182 ER=0013172 Building Official 10112/06 City of Atlantk-Beach, Fl. This letter is to request early power for the property located-at 1215 Selva Marina Cir., for testing and conditioning the space only and no one will occupy the building. The project will be completed and scheduled for a C.O. on or before December 15, 2006. We acknowledge by our signature that we will be responsible for anything that may occur due to the energizing of the electrical service prior to the completion of the job and the final inspection and that the City of Atlantic Beach shalt be held harmless. Todd A. Lockwood Master Electrician (printed name) Signat HP OfficeJet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Oct 17 2006 11:17AM Last Transaction Date Time TYDe Identification Duration Paces Result Oct 17 11:16AM Fax Sent 96654470 1:21 3 OK 10/16/2006 16:58 9044069006 PAMELA LOCKWOOD PAGE 01 Fax Cover Sheet October 16, 2006 To: From: Todd Lockwood Beaches Electrical Service, Inc. Ph.: 629-3182 Fax: 406-9006 Number of Pages (Including Cover) 2 i�dry dr,�rn�a�o.�r t d ai't ses tfratltnea+�to bye nvf�+d a,�Ni,. fere AV&of aorW"W. OWN PW ON me a,Flu r f"sift, and//jw can scb�i�do .AV rarsdar feat MWIHbeOWL Thu*You,Todd 10/13/2606 18:39 9044069006 PAMELA LOCKWOOD PAGE 01 Beaches Electrical Service Inc. 214 Cokesbury Ct. Green Cove Springs, Fl 32043 (904) 629-3182 ER-0013972 Bu td"Official 10/12/06 City of Atlantic Beach, R. This letter is to request temporary power for the property located at 1215 Selva Marina Cir., for testing and conditioning the space only and no one will occupy the building. We acknowledge by our signature that we will be responsfte for anything that may occur due to the energizing of the electrical service prior to the completion of the job and the final inspection and that the City of Atlantic Beach shalt be held harmless. J Master Electrician (printed name) Signatu State of The County of Sworn to and subscribed before me This day of1!�)Q4L 04 - 20 Personally known_jej-- t) Notary Public State of Florida My Commission Expires ,»» aEsaaw N �wi1 M ft"MMMM AM The following is the policy for issuing a Certificate of Occupancy (CO)or a Certificate of Completion(CC): A- Certificates of Occupancy will be issued to all buildings in compliance with the Florida Building Code(FBC), City of Atlantic Beach(COAB) Code of Ordinances and other requirements as listed on the checklists provided to the builder upon receipt of an approve building permit. These requirements do not and can not over ride any requirements of the Florida Building Code. B. Certificate of Completion will comply with the requirements under Section 106.2 FBC and Chapter 27 (Electrical) FBC with the exception of certain items approved by the Building Official. The owner will . quire a ign an affidavit attesting to the date of final completion and ay a$300.00 ins tion and administration fee to offset additional costs inc=d C. If the owner fails to meet the stated deadline for completion of all required improvements and/or repairs, the COAB may elect to disconnect utilities to the structure. The owner will be required to provide a notarized letter acknowledging the deadline and awareness of the consequences for failing to meet the deadline. All Certificates of Completion and Certificates of Occupancy approvals require review and approval by the Public Works,Public Utilities,Fire (Commercial &Industrial)and the Building Departments. Steps for approval of CO,s or CC,s: 1. Present hold harmless letter from property owner or electrician stating the tCOAB will not be held liable for any harm to persons or property due to the release of power for energising the structure. 2. Letter to include date of finished project and call for CO inspection_ 3. Pay $300.00 permit fee to Building Department and receive permit. 4. Call for inspections. 5. Electric released for energizing structure upon passed inspection. CITY OF ATLANTIC BEACH 1} 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 f`( INSPECTION PHONE LINE 247-5826 Application Number 06-00032361 Date 2/21/06 Property Address . . . . . . 1215 SELVA MARINA CIR Tenant nbr, name . . . . . . INSTALL TANK Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ FERGUSON, KRISTIN & ANDREW FLORIDA PROPANE PARTNERS 1215 SELVA MARINA CIRCLE DBA GRIFFIS GAS & MACK GAS ATLANTIC BEACH FL 32233 5350 BATLEY ROAD (904) 246-3641 JACKSONVILLE FL 32210 (904) 771-4365 ---------------- -------------------------- Permit . . . . . MECHANICAL PERMIT Additional desc . Permit Fee . . . . 55 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ------------ ---------- ---------- ---------- ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 55 . 00 55 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING' _F 6AL " CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Property Address: Owner: � �� Esc'-s 6 Telephone#• Contractor: D/ISTelephone#:- 7 7/- V3,6-5 Contractor Address: -35c7 /C{� SVS y3 Fax#: —';?F& - Contractor Signatu : In consideration of permit given for doing the work as described in the above statement,we hereb with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Be to each ordinances rform said ranin d standards of good Practice listed therein. Type of Heating Fuel: If other construction is being done on this building ❑ E��c or site,list the building permit number: Gas: _LP Natural Central Utility ❑ Oil _ ❑ Other—Specif Y. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _Space _Recessed Central _Floor 13 Air Conditioning: Room Central residential ❑ Duct System: Material_________Thickness Maximum capacity cfm El ❑ Refrigeration ❑--New Building ❑ Cooling Tower: Capacity LJ Fire Sprinklers:Number of Heads gPm ❑ Existing Building ❑ Elevator: __ Manlift Escalator (Number ❑ Gasoline Pumps ) ❑ Replacement of Existing System 51--Tanks / (Number) / (Num � ber) '�'� New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ JWers ❑ Extension or Add-on to Existing System 9 Gas Piping ❑ Other—Specify ❑ Other-Specify ffA11RR ALL EQUIPMENT ONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S mber Units Description Model# Approving Manufacturer Ton's Agan, HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Number Units Description Model# Approving Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid How Man &Dimensions Contained Serial Approving Manufacturer No. Age c 800 Seminole Road•Atlantic Beach,Florida 233-5445 Phone: (904)247-5800• Fax: (904)247-5845 9 httP://Www.cj.atlan,tic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH r� 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept&coab.us Application Number . . . . . 07-00000591 Date 5/02/07 Property Address . . . . . . 1215 SELVA MARINA CIR Application type description WELL PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ FERGUSON, KRISTIN &ANDREW WILLIAMS WELL DRILLING INC 1215 SELVA MARINA CIRCLE P. 0. BOX 330567 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-3641 (904) 241-8489 --------------------------------------------------------- Permit WELL PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Expiration Date . . 10/29/07 ----------------------------------------------------------- Fee summary Charged Paid Credited Due --------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. t rS rL�l fJ ti CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION �.r. Date: Property Address: L 1612;16 (L-, -✓-d le— Owner: e-Owner• rTelephone#• Contractor: Z_e,✓' x Telephone#•�i 1 Contractor Address /60. 4;j Fax Contractor Signature: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Spruikler System GVG l Other *See attached sheet see For Backflow and Irrigation procedures Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00= 800 Seminole Road ®Atlantic Reach, (Florida 32233-5445 Phone: (904) 247-5800 a Fax: (904)247-5845 a http://Www.el.atiantic-beach.H.us Revised 9/06 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD °F ATLANTIC BEACH,FL 32233 F,. INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031826 Date 12/29/05 Property Address . . . . . . 1215 SELVA MARINA CIR Tenant nbr, name . . . . . . 49 FIRE SPRINKLERS Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ FERGUSON, KRISTIN & ANDREW FIRE SPRINKLER SERVICES NE FLA 1215 SELVA MARINA CIRCLE 4533 101 SUNBEAM RD. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32257 (904) 246-3641 (904) 262-1002 - ----------------- -------- -------------------------------------------------- Permit FIRE SPRINKLER Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 > PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALI., CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH Cc: BUILDING /ZONING DEPARTMENT ° -7. ,� 800 Seminole Road L. Higgins f r Atlantic Beach,Florida 32233 (904)247-5800 — (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Q,5� - 3 Z 6P Property Address: SE /V 0-, Applicant: kl';e� JPr,•r k1l:r" _ ��rvl C f- Project: / Sw �. �e,s This rmit application has been: Approved R 'ew d�isl�t f oi items need attention: C© c 25 LtdA 901-/ Please re-submit your application when these items have been completed. Reviewed By: Date: 4 Date Contractor Notified: CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: L Z S Property Address: Ul�t Aw,` R Ce(,, Owner: cJ avt L� S�rFnc� Telephone #: Contractor: rS` < 4 d� � Telephone Contractor Address: + 533 - 10 to Fax#: IF- Contractor Signature: In consideration of permit given for doing the work as described in the above statement,we hereby agree with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances in standards of ood practice listed therein. Type of Heating Fuel: If other construction is being done on this building ❑ Electric or site,list the building permit number: ❑ Gas: _LP _Natural Central Utility ❑ Oil _ C3 S� 73 y ❑ Other–Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _Space _Recessed Central _Floor ❑ Air Conditioning: Room _Central ZResidential ❑ Duct System: Material Thickness ❑ Commercial Maximum capacitycfm ❑ Refrigeration 3 New Building ;❑/Cooling Tower:Capacity -m ('Fire Sprinklers:Number of Heads 4., ❑ Existing Building ❑ Elevator: __ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) / ❑ Tanks (Number) 0 New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Boilers ❑ Extension or Add-on to Existing System ❑ Gas Piping ❑ Other-Specify ❑ Other–Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road• Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ei.atiantic-beach.fl.us Revised 1/04 _ _ _ Fire Protection by Computer Design Fire Sprinkler Services Of NE Florida Jacksonville Florida 904-262-1002 Job Name FERGUSION HOUSE Building Location System : Contract Data File 253.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 O a- c) LO (7 M Q 000 00 —N 04 N"T 10104� .. .. .. .. .. .. .. 7 C O 3 N —E 000 CLL.aCQ C ja)(D:6a)� (0 O) W fn U)„"fn �+ in � �-N N O O CO cu t` co 0 M O CD r Z E fD L >C O O �t N r O tZ' V C U LO N OR f�`0 O < T 04 Z y O co LL J O O a` o � O E O U CL n.aM 0 r-LO L _ N cn O cn A` W cn 0 yfl-L.L a) ui0 U '� >, Q) 0� Z5 a _ �� MO � Z o D Y O cu s N N T4 fl N U) L 2000 0 o O O o 0 a� M N r- O O O O O O O O O O 0 1- (0 In 'IT M N r >cu N W U a W fn (n W > LL. U- Fittings Summary Fire Sprinkler Services Page 2 FERGUSION HOUSE Date Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90'Standard Elbow F 45'Elbow G Gate Valve H 45'Grvd-Vic Elbow I 90'Grvd-Vic Elbow J 90'Grvd-Vic Tee K Detector Check Valve L Long Turn Elbow M Medium Tum Elbow N PVC Standard Elbow O PVC Tee Branch P PVC 45'Elbow Q Flow Control Valve R PVC Coupling/Run Tee S Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow V 90'Firelock Elbow W Wafer Check Valve X 90' Firelock Tee Y Mechanical Tee Z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Summary Fire Sprinkler Services Page 3 FERGUSION HOUSE Date Unadjusted Fittings Table 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 A B 7.7 21.5 17.0 7.0 10.0 12.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D9.5 17.0 28.0 E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0 G 1.0 1.0 1.0 1.0 2.0 H 1.0 1.5 2.0 2.0 3.0 3.0 3.5 3.5 1 2.0 3.0 4.0 3.5 6.0 5.0 8.0 7.0 J 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0 K14.0 14.0 L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0 M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0 N 7.0 7.0 7.0 8.0 9.0 11.0 12.0 13.0 0 3.0 3.0 5.0 6.0 8.0 10.0 12.0 15.0 P 1.0 1.0 1.0 2.0 2.0 2.0 3.0 4.0 0 18.0 29.0 35.0 R 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0 T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5.0 6.8 W 10.3 X 8.5 10.8 13.0 16.0 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0 Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 5 6 8 10 12 14 16 18 20 24 A 17.0 27.0 29.0 B 9.0 10.0 12.0 19.0 21.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D 47.0 E 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 F 5.0 7.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28.0 G 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0 H 4.5 5.0 6.5 8.5 10.0 18.0 20.0 23.0 25.0 30.0 1 8.5 10.0 13.0 17.0 20.0 23.0 25.0 33.0 36.0 40.0 J 21.0 25.0 33.0 41.0 50.0 65.0 78.0 88.0 98.0 120.0 K 36.0 55.0 45.0 L 8.0 9.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0 M 10.0 12.0 16.0 19.0 22.0 N 0 P 0 33.0 R S 27.0 32.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0 T 25.0 30.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0 U 4.2 5.0 5.0 V 8.5 10.0 13.0 W 13.1 31.8 35.8 27.4 X 21.0 25.0 33.0 Y Z 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary- STANDARD Fire Sprinkler Services Page 4 FERGUSION HOUSE Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. A 29.33 4.9 7.0 na 12.96 .05 256 7.0 2 30.0 K=K @ K1 20.27 na 13.07 1 30.0 K=K@K1 19.93 na 12.96 3 30.0 20.95 na 4 20.0 25.36 na 5 20.0 25.6 na TOR 10.0 30.15 na BOR 0.0 41.22 na TEST 0.0 42.92 na The maximum velocity is 5.43 and it occurs in the pipe between nodes TOR and BOR Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Fire Sprinkler Services Page 5 FERGUSION HOUSE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn A 12.96 1.109 IN 7.000 0.670 7.000 K Factor=4.90 to 150 7.000 12.703 K1 12.96 0.0295 7.670 0.226 Vel = 4.305 0.0 12.96 19.929 K Factor= 2.90 2 13.95 1.4 40 6.000 80.000 20.267 K Factor @ node K1 to 150 1 R 1.000 33.000 8.662 TOR 13.95 0.0108 1 N 8.000 113.000 1.225 Vel = 2.907 0.0 13.95 30.154 K Factor= 2.54 1 12.96 1.4 30 6.000 17.750 19.929 K Factor @ node K1 to 150 18.000 0.0 2 12.96 0.0095 35.750 0.338 Vel = 2.701 2 -0.87 1.4 1 R 1.000 52.750 20.267 to 150 20 6.000 29.000 0.0 3 12.09 0.0083 2N 8.000 81.750 0.680 Vel = 2.520 3 0.0 1.4 10.000 20.947 to 150 0.0 4.331 4 12.09 0.0083 10.000 0.083 Vel = 2.520 4 0.0 1.4 10 6.000 15.000 25.362 to 150 IN 8.000 14.000 0.0 5 12.09 0.0083 29.000 0.241 Vel = 2.520 5 0.0 1.4 10 6.000 12.500 25.603 to 150 IN 8.000 14.000 4.331 TOR 12.09 0.0083 26.500 0.221 Vel = 2.520 TOR 13.95 1.4 1B 0.0 10.000 30.154 to 150 IS 11.345 11.345 10.331 Fixed loss =6 BOR 26.04 0.0344 21.345 0.734 Vel = 5.427 BOR 0.0 1.602 20 8.000 70.000 41.220 to 150 1 N 9.000 25.000 0.0 TEST 26.04 0.0179 IG 0.0 95.000 1.696 Vel = 4.145 .0 26.04 42.916 K Factor= 3.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 f Fire Protection by Computer Design Fire Sprinkler Services Of NE Florida Jacksonville Florida 904-262-1002 Job Name FERGUSION HOUSE Building Location System Contract Data File 253.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 CL a. N Cl) cMC7LA 0M co a 0 Nvo 0C) qq*00 O O O N 1 IN .. .. .. .. .. .. .. O _ O co aLLa 'CD C cu E j a)N p N N KQO �� W fn U) �C�C =22Q� coo 0 m 0 C) U) D S Z E co r c C O V- 0 U C U � U O O O < S 04 Z a O m J � LL O IL o � o � C) 0 U a aaoOo tiU')ce) 00 v v�� U � � o U3 0 NCD0 co co A NW m, NO (n co v CO o Q � Z a� , o :3 20 CU NN N U) c ?UUU y CD CD CD CD � w LM OA N O M O M r—O LO "t M N _ e— m .— .— W U a a w cn cn a W LL LL Fittings Summary Fire Sprinkler Services Page 2 FERGUSION HOUSE Date Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90'Standard Elbow F 45'Elbow G Gate Valve H 45'Grvd-Vic Elbow I 90'Grvd-Vic Elbow J 90'Grvd-Vic Tee K Detector Check Valve L Long Turn Elbow M Medium Tum Elbow N PVC Standard Elbow 0 PVC Tee Branch P PVC 45'Elbow Q Flow Control Valve R PVC Coupling/Run Tee S Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow V 90' Firelock Elbow W Wafer Check Valve X 90' Firelock Tee Y Mechanical Tee Z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Summary Fire Sprinkler Services Page 3 FERGUSION HOUSE Date Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 21/2 3 31/2 4 A B 7.7 21.5 17.0 7.0 10.0 12.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D 9.5 17.0 28.0 E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0 G 1.0 1.0 1.0 1.0 2.0 H 1.0 1.5 2.0 2.0 3.0 3.0 3.5 3.5 1 2.0 3.0 4.0 3.5 6.0 5.0 8.0 7.0 J 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0 K 14.0 14.0 L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0 M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0 N 7.0 7.0 7.0 8.0 9.0 11.0 12.0 13.0 0 3.0 3.0 5.0 6.0 8.0 10.0 12.0 15.0 P 1.0 1.0 1.0 2.0 2.0 2.0 3.0 4.0 Q 18.0 29.0 35.0 R 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0 T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5.0 6.8 W 10.3 X 8.5 10.8 13.0 16.0 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0 Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 5 6 8 10 12 14 16 18 20 24 A 17.0 27.0 29.0 B 9.0 10.0 12.0 19.0 21.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D 47.0 E 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 F 5.0 7.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28.0 G 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0 H 4.5 5.0 6.5 8.5 10.0 18.0 20.0 23.0 25.0 30.0 1 8.5 10.0 13.0 17.0 20.0 23.0 25.0 33.0 36.0 40.0 J 21.0 25.0 33.0 41.0 50.0 65.0 78.0 88.0 98.0 120.0 K 36.0 55.0 45.0 L 8.0 9.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0 M 10.0 12.0 16.0 19.0 22.0 N 0 P Q 33.0 R S 27.0 32.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0 T 25.0 30.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0 U 4.2 5.0 5.0 V 8.5 10.0 13.0 W 13.1 31.8 35.8 27.4 X 21.0 25.0 33.0 Y Z 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure/ Flow Summary- STANDARD 'Fire Sprinkler Services Page 4 FERGUSION HOUSE Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual R A 29.33 4.9 7.0 na 12.96 .05 256 7.0 2 30.0 K=K @ K1 20.27 na 13.07 1 30.0 K=K @ K1 19.93 na 12.96 3 30.0 20.95 na 4 20.0 25.36 na 5 20.0 25.6 na TOR 10.0 30.15 na BOR 0.0 41.22 na TEST 0.0 42.92 na The maximum velocity is 5.43 and it occurs in the pipe between nodes TOR and BOR Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Fire Sprinkler Services Page 5 FERGUSION HOUSE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C° or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn A 12.96 1.109 1N 7.000 0.670 7.000 K Factor=4.90 to 150 7.000 12.703 K1 12.96 0.0295 7.670 0.226 Vel = 4.305 0.0 12.96 19.929 K Factor= 2.90 2 13.95 1.4 40 6.000 80.000 20.267 K Factor @ node K1 to 150 1 R 1.000 33.000 8.662 TOR 13.95 0.0108 1 N 8.000 113.000 1.225 Vel = 2.907 0.0 13.95 30.154 K Factor= 2.54 1 12.96 1.4 30 6.000 17.750 19.929 K Factor @ node K1 to 150 18.000 0.0 2 12.96 0.0095 35.750 0.338 Vel = 2.701 2 -0.87 1.4 1 R 1.000 52.750 20.267 to 150 20 6.000 29.000 0.0 3 12.09 0.0083 2N 8.000 81.750 0.680 Vel = 2.520 3 0.0 1.4 10.000 20.947 to 150 0.0 4.331 4 12.09 0.0083 10.000 0.083 Vel = 2.520 4 0.0 1.4 10 6.000 15.000 25.362 to 150 1 N 8.000 14.000 0.0 5 12.09 0.0083 29.000 0.241 Vel = 2.520 5 0.0 1.4 10 6.000 12.500 25.603 to 150 1 N 8.000 14.000 4.331 TOR 12.09 0.0083 26.500 0.221 Vel = 2.520 _ TOR 13.95 1.4 1 B 0.0 10.000 30.154 to 150 1S 11.345 11.345 10.331 Fixed loss =6 BOR 26.04 0.0344 21.345 0.734 Vel = 5.427 _ BOR 0.0 1.602 20 8.000 70.000 41.220 to 150 1 N 9.000 25.000 0.0 TEST 26.04 0.0179 1 G 0.0 95.000 1.696 Vel = 4.145 .0 26.04 42.916 K Factor= 3.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 j� ,1`I- CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD � = ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031349 Date 12/21/05 Property Address . . . . . . 1215 SELVA MARINA CIR Tenant nbr, name . . . . . . MISCL Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- FERGUSON, KRISTIN & ANDREW BEACHES ELECTRIC SERVICES INC. 1215 SELVA MARINA CIRCLE 214 COKESBURY CT. ATLANTIC BEACH FL 32233 GREEN COVE SPRINGS FL 32043 (904) 246-3641 (904) 629-3182 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . 10/05/05 Valuation . . . . 0 Expiration Date 4/04/06 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 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL t ,z, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 rd3%t' Application Number . . . . . 05-00031105 Date 12/21/05 Property Address . . . . . . 1215 SE =RINAIRTenant nbr, name . . . . . INSTAOLApplication description . . . ELECT IC ONL - Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ------------------ ----- FERGUSON, KRISTIN & ANDREW BEACHES ELECTRIC SERVICES INC. 1215 SELVA MARINA CIRCLE 214 COKESBURY CT. ATLANTIC BEACH FL 32233 GREEN COVE SPRINGS FL 32043 (904) 246-3641 (904) 629-3182 ------ --------------- -- -------------------------- ----- ------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . 8/31/05 Valuation . . . . 0 Expiration Date 3/18/06 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 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 05-00031303 Date 12/21/05 Property Address . . . . . . 1215 SELVA MARINA CIR Tenant nbr, name . . . . . . INSTALL 40 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ----------- ------------- -------------------- --- FERGUSON, KRISTIN & ANDREW PLUMB-PAL, INC. 1215 SELVA MARINA CIRCLE 1728 SABLE PALM LANE ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-3641 (904) 246-8856 --------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 315 . 00 Plan Check Fee . 00 Issue Date . . . . 9/26/05 Valuation . . . . 0 Expiration Date 3/28/06 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 315 . 00 315 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 315 . 00 315 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL FROM KEVIN E MULLICRN PHONE NO. : 904 745 5569 Rug. 01 2005 10:27RM P1 ftx 70: Kick Carpet From; Kevin E.Mullican- Designer, Inc. rou 247-6843 ragw 2(including cover) Plm 247-834 Dela: 8/1/2005 Rol Ferguson Residence,D.L..Davis Const CC: ©U.00 t 0 For Review 0 Please Comment 0 Pleass Reply ❑Plesee Recycle Mr,Carper, Attached is the revised site pian for the Ferguson residence. Please tet me know if this meets your cribena. If you have any questions or Comments,please do not hesitate to call. Thanks, Kevin IQ.M E.W LL1CAN-DESK 113t,INC. W4-746-!674 7210 vVh6e B'ith Drum .bdmonvft,FbrWm 37277 FAX:904-746-5669 X FROM KEVIN E MULLICRN PHONE NO. : 904 745 5569 Rug. 01 2005 10:28RM P2 141.aG ......._ ............... � N L' - PEPRO._...........�.,� PGATYLING :,t'1..:;•y� '�'. :�i�-•Y� orf•}, �: 4yv� '+�' 'r s• •}�ri, �, � I�1 ,.;. •r� 'a rr .%: '�, -•� it 1 f�1•�• r~r it 1 -4 w 0 i Omm 1 N8 x 1AL li rrtj AS' f rp r-y�� i2� �t �• (t! T 1 F2 rp Qi i 1 ��f f 1 � "="_"—•,_.,.I• .», PROVoeNO WCONTMOLPNNCINGALONGENTIREPROP MLINC 145.3V O ym O ° Cv vm r -0 aN 71 '" g <� rn c � aFD$ O w � 1 > T� 59 mCAm m y Q O 11 0 t �f s" m A r 41 1a m n m H ;n x �t pr a s v r CITY OF ATLANTIC BEACH s� 800 SEMINOLE ROAD r ATLANTIC BEACH,FL 32233 \ INSPECTION PHONE LINE 247-5826 V Application Number . . . . . 05-00030781 Date 10/06/05 Property Address . . . . . 1215 SELVA MAR CIR Tenant nbr, name . . . . . . RADON 2752 SURCHG 7150 Application description . . . SINGLE FAMIL IDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 600000 Owner Contractor _ ------------------------ D.L. DAVIS CONSTRUCTION CO. FERGUSON, KRISTIN & ANDREW SELVA MARINA CIRCLE 1903 N. 3RD STREET 4WIZ7NTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-3641 (904) 237-2222 - ----------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . Permit Fee 1895 . 00 Plan Check Fee 94'7 . 50 Issue Date . . . 8/12/05 Valuation 600,00 Expiration Date 2/09/06 Other Fees . . . . . . . . . CITY RADON SURCHARGE . 68 CAPITAL IMPROVEMENT 325 . 00 STATE RADON SURCHARGE 33 . 96 WATER IMPACT FEE 860 . 00 WATER CROSS CONNECTION 35. 00 Fee summary Charged Paid Credited ----Due--- _ _ ---------- --- Permit Fee Total 1895 . 00 1895 . 00 . 00 . 00 Plan Check Total 947 . 50 947 . 50 . 00 . 00 Other Fee Total 1254 . 64 1254 . 64 . 00 . 00 Grand Total 4097 . 14 4097 . 14 . 00 . 00 . PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH Ir 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 05-00031735 Date 12/02/05 Property Address . . . . . . 1215 SELVA MARINA CIR Tenant nbr, name . . . . INSTALL 5 CU & 5 AHU Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---------- -------------- -------------- ---------- FERGUSON, KRISTIN & ANDREW OCEAN STATE HEAT & AIR 1215 SELVA MARINA CIRCLE 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 246-3641 (904) 249-8251 ---- ----------------------,------------------------------- ------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 375 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 0 Fee summary Charged Paid Credited Due --- ----- --------- ---------- ---------- ---- ------ ---------- Permit Fee Total 375 . 00 375 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 375 . 00 375 . 00 . 00 . 00 PERNHT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH v,_y.. MECHANICAL PERIMT APPLICATION _...,...�. mate• t o��J•—d S`" Property Address: 6JI ir/ Owner: F'+2d'�1.��4K Telephone#: Contractnr eQA _e e ;w ty - Wephooc; /a LL`g, 5"l Contractor Address: 11hio Fic.a/Lx� _B',r�• d l,ax Contra etor Si�natur'• : .......� In considrmnon 1 ar�crm`it..g�en foi•dole a - de. 'bed u,the above ctatemcnt,we hereby agree to perlarm said worh"in with the attached Diens and pecifications w tare a pan her ccordancc with tho'Ciry or Adnaccordance mic Peach ordinance.and standards of tx,d raetiec listed therein. Type of Hosting'Puel: M if other construction is being deme on this building )electric or Site,list the building pettnit number: ❑ Oas: _l-P _Natural Central Utility u oil -' cO?�/ O Other—Specify MECHANICAL LQUIPMENT TORE INSTALLED N'ATU"OF WORK X Heat _Space _Recessed X Central Floor k Residentinl k Air Conditioning: _Room -Central ❑ Duct System: 1\4atc7i&Ik .+9M,X� Thickneas�_ t7 Commercial Maximum capacity a cfm 13 Refrigeration )K New Building 0 Cooling Tower: Capacity cpm ❑ Fire Sprinklers.Number of(leads CJ Existing building O Eledator; __ Manlift Escalator (Number) ❑ replacement of Existing System ❑ (;zanline (Number) U Tanks (Number) New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Uufued Pressure Vessel ❑ Boilers Emcamiu„us ALW-uu w Fxiatiteg System O Gas Piping. ❑ Oder-Specify O Other—Specify. LIST ALL Er,)X IPNMW AM(:OrA)1'.rIONCNG,RZVR1GzAATj()N goutr.MXt,fT&CONDENSOR•S Approving Number Units Description Model# Manufacturer Ton's Agency LP C on yTry yb� na.e,� u L o� L00d• -tit Uto .o L 1 -T q 4/4 HEATING—r1JRNACT'S,BOILERS,FY1 EP1LACES&AIR IiANDLER'S Approving Numt,er CJni�v Timaription Model ll Manutncturer BTU's Agcy a ,►� y7 3 3» -r rpw e k©,62 OV TANK. Nominal Capacity Type Liquid Serial prnvinE, Tiow Many K Dimensions Contained Manufacturer No. Agency DoSeminole Roarl % Atl.%ntir•Rrar.h,Pinrida 32233-5445 Phone- (904)247-5800• Fax- (904)247-5845• httD.//vvtvw.ci, ic-beAT c� h fl us Revised 1/04 I 'd 6b68-642-406 0/b azezS ueaop dE2 :S0 SO IO oaa :D"j CITY OF AT'LANT'IC BEACH MIME CHANICAL PERMIT APP'LIC'AT'ION Date: ( a— j•- Property Address: �eL,/ .�� i►^ Owner: riepla GL504 45 Telephone#: Contractor ?06 Telephone Contractor Address: $10(X,,� ACIL Fl Fax#:��ayj Contractor Signatur In consideration of permit g' en for doinb de 'bed in the above statement,we hereby agree to perform said work in accordance with the attached plans and pecifications whi are a part hereo cordance with the'City of Atlantic Beach ordinances and standards of ood ractice listed therein. — Type of Heating Fuel: If other construction is being done on this building JV Electric or site,list the building permit number: ❑ Gas: _LP _Natural _Central Utility ❑ Oil a'LJ ti �g ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ,jam Heat _Space _Recessed X Central _Floor Residential k Air Conditioning: Room X Central ❑ Duct System: Material�Dcu Thicknessi.Z Z) Commercial Maximum capacityS,1(3&e7 cfm ❑ Refrigeration )K New Building ❑ Cooling Tower: Capacity -m ❑ Fire Sprinklers:Number of Heads ❑ Existing Building ❑ Elevator: Manlift Escalator (Number) LJReplacement of Existing System • IDGasoline Pumps (Number) ❑ Tanks (Number) New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Boilers ❑ Extension or Add-on to Existing System ❑ Gas Piping ❑ Other-Specify C3 Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Number Units Description Model# Manufacturer Ton's Approving Agency C -T- oil �/Ti,1J `14 k� `Ti�a�c S. Ltl& oud• `yT L0X 41070 't�b e ® �. HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Number Units Description Model# Manufacturer Approving BTU's Agency # '!TEC FAV T oUe f4f oZ tl Y PE3F31ft T'n ae 601a,620 u L `1,1- E3 F 71 11 174,24e 16- Ao® u L TANKS Nominal Capacity Type Liquid Serial How Man Dimensions proving Many Contained Manufacturer No. A enc, 800 Seminole Road •Atlantic Beach,Florida 32233-5445 - i Phone: (904)247-5800• Fax: (904)247-5845 • httP://www.ci.atiantic-beack fl evised 1/04 MAR-21-2001 14:58 FROM:CLERK OF COURTS 904 270 1512 70:92475845 P:1/1 NOTICE OF COMMENCEMENT State of County of Tax Folio No. To Whom it May Concern: The undersigned hereby informs yogi that improvements will be made fi certain r with Section 713 Of the Florida Statutes,the following information is stated in this NOTICE pF CO'and in accordance NCEM.ENT. .Legal description of property beilag improved: Address of property being improved: z,/ All General description of improvements: Owner: cc; f, Address: i 2 tin Owner's interest in site of the improvement: G) r..s Fee Simple Titleholder(i(other than owner): Name: Address: Contractor: . s rami hU Address: [ Phone No: N 1. Surety(if any); Pax No: t Address: Phone No; Amount of Bond S Name and address of art Fax No: Name: Y person making a loan for the construction of the improvements. Address: Phone No: Name of persFax Now: on within the State of Florida,other than himself designated by owner documents may be served; upon whom notices or other Name, Address: Phone No: Fax No: In addition to himself,owner designates the foilowin Section 713.0 g Person to 6(2Xb),Florida Statues. (Fill in at Owners ptioa receive a copy of the Lienor's Notice as provided in a ). Name: _ Address: 1'honc No: �(1 Expiration date of Notice c Commencement(ttt9 expiration date is one I I..JJ different date is specified): ( )Year'from the date of recording artless a TkOS SPACE FOIL RECORDER,'S USE ONLY O F,R O / Sigjaed: � ie: j Before me this day of M t e Co ty -_ of I3uva State ,Florida,hak-perip I has-pery app AA 4:Zill JA 0 ooc 0 2005a2MM.OR SK 12903 Page 950, t blic at. go,State o Florid County of Duval. NulllberPagft:1 My COmmiSSlpn eK r Filed at Recorded 11rW2005 of 02:21 PM, pies: =-�–� JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY personally Knuwn: — or RECORDING$10.00 Produce rMY COMMISSION A DD 121301 PIREB� fXM"21,2000 'I� CITY OF ATLANTIC BEACH a 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 ` INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030781 Date 12/21/05 Property Address . . • 1215 SELVA MARINA CIR Tenant nbr, name RADON 2752/SURCHG 7150 Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 600000 Owner Contractor ------------------------ ------------------------ FERGUSON, _ _ _FERGUSON, KRISTIN & ANDREW D.L. DAVIS CONSTRUCTION CO. 1215 SELVA MARINA CIRCLE 1903 N. 3RD STREET ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-3641 (904) 237-2222 ------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 1895 . 00 Plan Check Fee 947 . 50 Issue Date 8/12/05 Valuation 600000 Expiration Date . . 4/24/06 --- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 68 CAPITAL IMPROVEMENT 325 . 00 STATE RADON SURCHARGE 33 . 96 WATER IMPACT FEE 860 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ---------- ---------- ---------- Permit Fee Total 1895 . 00 1895 . 00 . 00 . 00 Plan Check Total 947 . 50 947 . 50 . 00 . 00 Other Fee Total 1254 . 64 1254 . 64 . 00 . 00 Grand Total 4097 . 14 4097 . 14 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD j . ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 n,. Application Number . . . . . 03-00025741 Date 3/24/03 Property Address . . . . . . 1215 SELVA MARINA CIR Tenant nbr, name . . . . . . REPLACE HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ SLEDGE, JESSE A. UNITED RESTORATION,LLC 1215 SELVA MARINA CIR. 5821 N. ANDREWS WAY ATLANTIC BEACH FL 32233 OAKLAND PARK FL 33309 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 67 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 67.00 67. 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 67 . 00 67 . 00 . 00 . 00 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 PERMiy AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL a; le U-J 11 ; 40a Information S!dstem, 247-5845 P. 1 CITY OF ATLANTIC REACH MECHANICAL PERMIT APPLICATION 7 3 CKvmr of Property:- J 6--s Job Address: Contractor: 111 coru;idarrtioq-*fpDcWrMj4 81 le 111111 1 81 le 111111 far daiag the work as ........................ scor"un"Witheas hereby aad "d suLnels- M a Part bm—farad in s000r4awa with 4&vc 10 PutbrM said work in ice bated tfllrpia. ItIr-CRY arAlWmir Beach flack F.kctric 8. Gas: LP 'S OMFX CONS77k a oil — I UtilkY 9 UT L D(NG QR S EU?MNqNe,)R E U40 D ON L 0 N T ITj —Sp -ify-----T•—� IF YES,Q VS NUMBER OF CON�T IV. MUCTION MECHANICAL EQUIrMENT TO BE NATURE of WORK INSTALLED R=Wqaizl (Pftvide*oMplao lief Of cOMPOMW*a bacir of dis*rm) NcW"Witting [3 "M —SIACO R=cW E'difing Dund sro Air C0sd*kmjj##. A Cc" Floor bw L3 D"sy"M Notarial Room— Ou" Rqilautmax Orexiging system Now lus"tift(Na system prcvku*kW*&,j) 0aawfon• or A" Y6 drxiq� Cowi4s lower. capacity OW e h Q 70 j /CD) he cl vim sookkm wumhcro-Fh---�� Ak, uitvuw: O0501=, USE ONLy c TYKIS SPACE 00R 0Mcr Twdm (Received) ❑ LPG aoataiaas Ua& esad umber) x,--*k— U Boi= Q Odx,--Ilp_,V__ FcrWk Approved by__. Date_� LIST ALL9 VIPMEN ftruft Fee rATIONM D XEMU FqWu PRAr[Cw "RU ERATM EQUI11M —-------- ................ Mode! Nub*- C&P9dW Approving HFA'IING L Uak$ Dna*ioo Maul Narnbor caperailyAPerovvtg17 TANKS 140wMany Nominal Ca Type L*W ---------—------- And Dimesc -------------P�krujftmfflv NAPprawiaag o. cW SOniache Road*Atka' &each. P6um.'(904)247-$MoFMX,,(904)247_SWO. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j � ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029542 Date 1/14/05 Property Address . . . . . . 1215 SELVA MARINA CIR Tenant nbr, name . . . . . . DEMO EXISTING HOME Application description . . . DEMOLITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ FERGUSON, KRISTIN & ANDREW D.L. DAVIS CONSTRUCTION CO. 1215 SELVA MARINA CIR. 1908 FIRST STREET NORTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-3641 (904) 465-2222 ------------ ------------------------------------------------------- Permit . . . . . . DEMOLITION PERMIT Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- --------- - ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 100 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH DEMOLITION PERMIT APPLICATION �0A Date: Job Address: I-Lt S 52tJ1'A MAF1A1, Cr. Owner of Property: Om A. I:t" vSoli Peausuv1 Address: (-;P-kVA (v I KA I y k Q Telephone: u -+ ib.lol a`7 Legal Description: Block Number: Lot Number: (� Zomng District: Contractor: l— State License Number: (@W576�qO Contractor's Address: Ic1� -to 5i T' X -t'j, ,jZZ 5-a Telephone: 'US-7 - ZZZZ Fax: -0-1 - (P S 1 3 Des ribe proposed use and work to be done: r iv rt AA out j2- C s l AD Z14,)/121 I&Lxj J-A". (,jwiju Present use of land or building(s): _5iLAN ll✓ ►� '-� ko Is approval of Homeowner's Association or other private entity required?_&If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material or the removal of any trees? g NO. 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. &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. Attach Tree Removal Application if trees are to be removed or relocated. I hereby certify that all information provided with this application is correct. a• � 1 Signature of Owner: Date: Q 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. 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 Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: 1 Sworn to and subscribed before me this 1 day of 200 S State of Florida,County of Duval Notary's Signature: ,ti 'i<y,; JENNIFER SCHLUETER personally known .; .. MY COMMISSION#DD 121301 ❑ EXPIRES:May 27,2006 Produced identification 'q+,,,. � GOntbdTWNowryPtAl UndettaOfs Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this I day of 20 State of Florida,County of Duval JENNIFER SCHLUETER Notary's Signature: MY COMMISSION#DD 121301 EXPIRES:May 27,2006 ❑ Personally known qF 8pdecfThiuNolaryPL"cUndervn4ers Produced identification Type of identification produced> l 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 3 ATLANTIC BEACH BUILDING DEPT. ' \ DEMOLITION - PROPERTY OWNER A r sf j. RELEASE FORM Date: To Whom It May Concern: /We the current property owners of: Lot Block Legal Description of Property AKA <C(u cA &kA/?W"A have contracted with to have (Address of Property) to remove the SSC, (C-, (Company Name) (Single Family, Duplex,Commercial,etc.) Prior to the construction of : ) As a condition of issuing the permit we agree to the following: 1. All utilities are to be located and clearly marked. 2. Once house is removed, lot is to be graded and leveled. 3. All construction debris is to be removed from the property. 4. Affected area is to have grass or seed in place. 5. Erosion control devices will be put in place and will remain in place until grass has covered affected area or new structure is completed and landscaping is in place. Signature Signature --- ------ JENNIFER - --JENNIFER SCHUIETER +R MY GOMMISSfON#O[712t3b1 THIS SPACE FOR RECORDER'S USE ONLY EXPIRES- `27,2006 WNW & ThunaanP tars .eaeaw OWNER ` Signed: S Date: I "1 Before me Oiday of T in the County of Duv ,State Of Florida, as personally appeared Notary Public at Large,State of Flom Couty of Duval. My commission expires: S 2 � -3 Personally Known: or Produced Identification: I~\� V�,– 2'7, – Z` — S~'0 CITY OF S4 8• Sb I Office Of Building Official REQUEST FOR INSPECTION Date / ' /d `Q Z Time 3 f 3 Received A.M. Permit No. P.M. �— � 2 - Jo ddr/e�ss Owner' L ality Name BUILDING Contractor C RETE ELECTRICAL Framing ❑ Footing PLUMBING MECHANICAL Re Roofing Slab ❑ Rough Wiring ❑ Insulation ❑ Temp Pole Rough ❑ Air Cond.& ❑ ❑ ❑ Top Out Lintel Final ❑ Sewer El Heating ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. ®� Wed.� Thurs. Friday----_PM. Inspection Made A.M. Inspector _P.M. �Jnspecftirojnpancy❑ Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FI 32233-Tel. (904) 247-5826 ROOFING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24393 Address: 1215 . SELVA MARINA CIRCLE Permit Type: RE-ROOF ATLANTIC BEACH, FLORIDA 32233 Class of Work: ROOF Township: 0 Range: 0 Book:. Proposed Use: Lot(s): Block: Section:0 Square Feet: Subdivision: Est. Value: Parcel Number: ' Improv. Cost: 10,300.00 OWNER INFORMATION Date-Issued: 7./03/2002' Name: JESSIE SLEDGE- Total Fees: 196.00 Address: 1215 SELVA MARINA CIRCLE Amount Paid: 196.00 ATLANTIC BEACH, FLORIDA 32233, Date Paid:. 7/03/2002 Phone: 000 000-0000 Work Desc: RE-ROOF- FEE DOUBLED,'JOB_STARTF_Q WITKOUT PERMIT CONTRACTORS APPLICATION FEES - MONAHAN ROOFING 1-96.00 i r mw i Y* = x NOTICE= CTION BUILDING MATER! !C SPACE,AND MUST BE CLEARED "FAILURE TO COM N THE 4 PROPERTY OWNER P P ISSUED ACCORDING TO APPRO D SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR - ' �k war i Pt 14 1111111111111fs-MILMN6 1 10196.0 CITY OF ATLANTIC BEACH 1215 3ILV% =IN CIR CK CSS 610 $1%.* WN*W: vow TiMt: 15:31:44 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address A2 k5 csEwo, Date -"(3!o 77-- Heated Heated Square Footage '@ $ per sq ft = $ Garage/Shed $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : $ lv. ' $ Total Valuation 1st $ 1Q00 5Q "0 e( , 300 $ Remaining Value $5.01 per thousand or portion thereof TOTAL BUILDING FEE $ 08 + 1/2 Filing Fee $ 33. co ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT, $ 2L`'l7 SEWER TAP $ �i ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ E� ADDITIONAL PERMITS OR FEES : Mechanical ,; _Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : O Et t3 9 � 0,119' City Of Atlantic Seach Building and Zoning City of Atlantic Beach • 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • FAX (904) 247-5805 • http://www/ci.atlantic-beach.fl.us PERMIT APPLICATION FOR ROOFING JOB LOCATION 1 �j 'v A A t�`ti►,� CIL . OWNER OF PROPERTY M1� , ;e mss . S�E�c�Pc PHONE " CONTRACTOR p NS CONTRACTOR ADDRESS 2,C) t r-) ` c r, trC C �if`, • ^ZIP 3 l Q CONTRACTORS LICENSE NO. y71'Z y-�PHONE# ;�, 4 SCOPE OF WORK \0- �b DECK SLOPE GREATER THAN 2 : 12 ,., LESS THAN 2 : 12 ACTUAL VALUATION OF WORK $ 9 y p ,00 , MATERIAL TO BE USED—% c' g- Clt-c,,ji ASTM DESIGNATION REQUIRED INSPECTIONS SHEATHING ,/ FINAL LIBILITY INSURANCE POLICY SUPPLIED -- --'YES NO WORKERS COMP.POLICY SUPPLIED YES NO CONTRACTOR LICENSE SUPPLIED YES NO OCCUPATIONAL LICENSE SUPP D —ZYES NO SIGNATURE OF OWNER .� SIGNATURE OF CONTRACTOR SWORN TO& SUBSCRIBED FORE ME THIS D O 2 AS TO OWNER NOTARY PUBLIC AMY MELISSA"IIIAMS AS TO CONTRACTOR r Tfienps�1Y PUBLIC •` u.�/..,,,,��,,Y�.�_� ar; .,r_ MY COMMISSION#CC 984905 * *w`ommission X90738$ qg`;t• Bonded Thru Notary Public Undo ten �ww E*"&Ftbluary02,2004 Jul 03 02 12: 48p MONRHRN ROOFING CONT 2428846 p. 2 JUL 0J 2002 12:4J FK MKHUCO SUPPLY TO 2428846 P .01 A #17WS Product Data imam) GAFC4-06*'7a 0"e Sheet-t&-& WI Size-%,..............309,.,�-w$7.5' p 186h Ig cons"eted�wk*aistror+ggkm Coverage Pea,ReW........1,mpRres mat-that-ts coated on bodrsidlt;s Rt*Weighs-.............75ft.M.V kg) to 3ssrme-6 cbsertsheardesigrr* to pmvemasptrat bWec-VWMgh. The seated'sheeef 3150 serves as an effective name retarder For the appk Imeli appped modiried Niemen merntranes. APPROVED CITY OF ATI.A:v i iC .EACH th" BUILDING OFFICE GAFGL4-S.I;5 Bas�Sk�¢et is engineered for use int JUL 0 3 2002 cormWme te* t•up and RUQWZQWY mad4od4gmwr roofs:It.is saitablefor nailable' sy; s ped. s>�n esplyw,ooa, , where bleed-4yough is a.ca*ern, .Extra sVergdx for expellent rnMY-hording abky Superb Rynsile stralo and resilience aatl no blood th mfi. thereby reflocing risks of splitting and cracking of MW14rane. •Wil M.,rat.curs,or*irink: dimensionally stable for iarrxpved :.< mernbrane persamwlce. •N-signed-to meet t1L Class A ratings: •RoRs our Rat fDr*asy installeltion. •UL approved tot use 4 the constmewn of Ciav;A.,S,or C roofs(Type G2 BURY • FM Approved • ASTM a-4601, Type II • Dade County Product approval Jul 03 02 12: 49p MONRHRN ROOFING CONT 2428846 p. 3 , JUL 03 2002 12:43 FR BRADCO SUPPLY TO 2428846 r.eG Ply 4 Ted irdCat DUN Sheer PRMMT:Braiv 5uw me"-Ply 4.glins MW reinforced pIy sheet;(formerly Tough Ply W) p[ tRIPT10M:gfWSupreme'-ply 4 ig ax"swim strength".gpresfl wr r*W=Vt ply sheetMOW lbw use in clisnalk regions with the potential for high thermal stock.CompahW&for use withand nwdMW nowlt root systema.Brai'%VvW-Ply 4 should notbe used as a base sheW In-erg apaeifi- cation rowing wacfwnical attachment.Technical and Sales information can be obtained through the trS.hdacfadw =tSovkea'Ndline.(8t)tl14"32. APPLIUTN plyt it appWwithhot rudlig pFmdl TYPs lftarilt orfrvt BS modirred roofing asphalt Type III or N. ; AR VAI.T:graN SupWnla"•P 4 w bated andapproved by the foilowtng agencies o c coda bOdleR �odecwritera•tsaocatorias N4A'IW6G4;Factary lii"VIA owfom to.a 40508ftdwew0ie ' e s meats-otAMI D.21711,Type.-IM PROINJU W& Briesuprene-ply s Micas) flight .... . .. .....40lbfialr(M.2kghdl} Rel Dimension .....39 318'1 m x 191.8(40.3 m) Ro Sft ........ ...s sararoe of reef arta N Data reported based on available independent and in-house resources.U.S.Intec reserves the rigtlt to chrrrip or muft at Its dis�tetivrr,and without p iornwNe,any-of Me information. oqk*wvvw ft,vpecifr cations or policies contained in this document. 1.3y61 AiM mead TeCfiniC�fv�HNJ 074��.•�32 . WAOFTWE V W 1.150tbMC01II-en1asupport .MM ors SMets 1.r Jul 03 02 12: 49p MONAHAN ROOFING CONT 2428846 p, 4 JUL 03 2002 12:43 FR RRADCO SUPPLY TO 2428846 P.03 A TOU61i PROW FOR A 100611 JOB. Features 9onefiTx kiekable Comakw No nwto or strap From the minds of the scientists at our Science it vt-rttmktC Do.tensitwejam zww,te Uwe on rAvrtfe+e Technology Center in Granville,Ohio,and Summit,Illinois, Camet P*mor trp-tr Eu.r{,e savisp at ttttlk- Less trop back 001b.[%&kqe;3l/lb.Hares Easier to handle,leu iael:sthaumom Pift ; 1,'.3 -IN mirtaill's'Tevolutionary (•.Nachos �• � -� •Easy to W.A.In hall RectutgWar Sttape Mote material per p vcc new 100% meltable asphalt container.With%hell - ins swrage,k of cnxks tnet;mi Package Dasa containers,you get the advantages of the industry's best- Package tYeight ApproutaakN QO fbs. Peckw Oimenuais 32't 1 a`.x••'" l quality BUR asphalt along with the benefits of the most p,ckaBM Per P,6et 36 paiei irtoit user-friendly container.After all.TruMell containers are Special Natta-4peo*Mi mtru.. None Meets SpecipMt&W A pa 13-Wa made from the same great asphalt Trumbull is known tor. sohenilla minor Sett table below t; New innovations like TrrtMelt containers reinforce why PhysXol Ille"fromentls-ASTM 0312-950 ' WN 1 Tyne u 'Tyle t11 Type 1v Tm Methods Mtn- Molt, No. 1Ka.. Mkt. MAX. VA. Mu- Owens Corning Trumbull is dependable and then some. Wei=Pant(In 135 Ibl 168 176 185 305 210 225 ASTM DW FbA PObx('F) 500 - 600 - 600 - 500 - ASTM D922 ,. Penettetinn,Unit . S - 6 - 6 - 6 - ASTM W 9 77'P 18 80 18 40 13 75 12 25 a 1157 W ISO - 100 - s0 - 71 DUKAUKI 0 S'r'F,cul. 10.0 - 2f - 2.5 - 1.5 - ASrM DU-1 t , .JX� SO1lp1U1tYin 'hicNoraerlrylltrs% 90 - 09 - 98 - 9P - A.S'I'T/UZD1E �. Atabaue loll he laawanatm not rrrr of wast snd oltrtl catren.to these OhYstrA DI"M lot, t� TWcal Physical Chwaatariatiaa Fer'1F nW"Asphalt 1r,-r T~It ton-t11 'h v N POMAun' . PWIN pnhe r•Rl 62.5 Res 05 VA SR5 -------- uucakty rr .r.cm. 13 4.0 3.0 2.0 9.0 Fo'lyptnl�ASp antiott•lMtpermae . Evt•'0133T 380 375 110 40 3F5 Forllachine6pteadee _----- CM9 75 CPS s 15T 370 596 430 460 395 'liar.CYT:Yryldteow Tesngr"".is do ttktrea"t at tank{00 kd*N the soak Oa+ it totaratW the brut oppenooft of 1c*"WWWolanv*in the Zo omds•pR+tlm :'Tots t5testty,said eatuquetsw the W"twi s.4 Werm he testa-nwft tams ' aaehkr-toaGt.Gan, ' Ti�umwl OW16 couaMawoiao WA0t7lAa M" OQE OUYENS CON-ANG PARKWAY i TMM.,01,110 43056 r, R0001p0 L<Vi7lrM{WCt1of6C x`; Pub.No.bTAr•2060p{ R:Mad.n USA,Mrvdr,sash ti, Catrrri6ttt61te00 Owane Caning ' TivMetM to a ryutered trtdamark of 0%4he Cotri-v. Jul 03 02 12: 49p MONAHAN ROOFING CONT 2428846 JUL 03 2002 12.43 FR BRADCO SUPPLY TO 24dbU4b r.r14 P 5 Trumbull ,XEKVORD SEARC14 ELM M- 001 There's nothi to ordinary ebord Tnrmbub sfarrdodbgiN- �, up roI d epalta, asphalt we nth+srsr I swafard T l-N P1meet or encceed siondards irr ewsry VW exceed A$TM minimum softening pokda to mbdsrlrs the risk ofsome andr+eam"hdlb CILW VWnaslaiglt 0 d I I atvow rinds Leto pmride added safety_•vw also w1den lfls sproad b0mn owbiecoft tempsrdure Ya ere hsw I tee i avy)and ftshpoint%sow Win.adbasion 1:10 Cllr=1 and.MMetpt�ofinp. 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M. 1!9 151- 20& LSM R l h 5w. 5w ' 3r ♦ 18 8o 18 40 15 35. 12 Tlichoroetlryisne 9i � '" � ^- � — 99 Amphahe shall be honweenous and lyse orwater and SW eonterm to these Pt►yaisal '�+�ni+��tlitgit Typr I Type It Type M Type IV SORAninp Point(OF) 140-145 165-175 195-20S 210-225 Flash Point(°i-7 626 52S S25 525 Penetration.Units,dmm. ®32vf d 9 C77-F 20-35 18-30 16-34 13.22 Ducillty @770F,cm 13 4.0 8.0 2.0 Solubility In Triahotoethy�� 99:aG 9aa ..96.6. �9.e buR Nwwa►, ,►enr� :ooh u ,�r rr��+e waa�rtaro:aae 713/02 ; n. ** TOTAL PAGE.05 **' 5 MIN. RETURN. Book 10553 Page 69a NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. Tax Folio No. State of County of To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following Information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved:, I a IAay i haCIA✓ Address of property being improved::/ Se/r,A s General description of improvements: 0 Owner !� Address I SO4,-'.., MCA£,`"'A /�i 1 ►i i�,� F r Owner's interest in site of the improvement /oc n r r Fee Simple Titleholder(if other than owner) Name 1,0 Address Contractor Address P.;., S ;' �'i✓= IG . 3 ate. Phone No. —_ N— g(aZ Fax No. Q (6 Surety(if any) � Q �. Address Amount of bond$ Phone No. Fax No. 3 s D Name and address of an , d: y person making a loan for the constru�Won or age improvements. ((� Name I� Address S— Phone No. Fax No. Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: L Name Address Phone No. Fax No. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in J Section 713.06 (2) (b), Florida Statutes. (Fill in at Owner's option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): YS Srlrf "S1, CITY OF ATLANTIC BEACH BUILDINGP LICATION (Ne Residentia & Commercial) it Date: ! " Job Address:,�.i J ' ,� MA r)a b<Owner's Name:dQa•,l A., c 'J" I,4 w e,, w 5vr� Address: (J_7t3 (=>.eA__ J .. � �E Phone: Legal Description: Block Number: Lot Number: Zoning District: Contractor: I// State License Number: C-8 r_6E6 6 Address: 1 �,3 /✓ -- f Y Phone: 7Z-3 City: -41 „ .-- State: l`"f- Zip: .???Sj)Fax: F-Y,7-(-5f Describe proposed use and work to be done: AJL`d v Present use of land or building(s): UA CSC A1 (�eA, j Valuation of proposed construction.ysa-),oo rID Is approval of Homeowner's Association or other private entity required? AJ If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material,addition of 5% or more to the original impervious area or the removal of any trees? 0'1110- Applicant certifies that no change in site grade, impervious area 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. ”. .� ❑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. 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ei.atlantic-beach.fl.us Page 2 Revised 8/04 jai I' ,l f CITY OF ATLANTIC BEACH }� 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 rl J1'l�r Application Number . . . . . 05-00030781 Date 8/15/05 Property Address . . . . . . 1215 SELVA MARINA CIR Tenant nbr, name . . . . . RADON 2752/SURCHG 7150 Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 600000 Owner Contractor ------------------------ ------------------------ FERGUSON, KRISTIN & ANDREW D.L. DAVIS CONSTRUCTION CO. 1215 SELVA MARINA CIRCLE 1903 N. 3RD STREET ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-3641 (904) 237-2222 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 1895 . 00 Plan Check Fee 947 . 50 Issue Date . . . . 8/12/05 Valuation . . . . 600000 Expiration Date . . 2/09/06 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 68 CAPITAL IMPROVEMENT 325 . 00 STATE RADON SURCHARGE 33 . 96 WATER IMPACT FEE 860 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- -------------------- ---------- ------ ---- ---------- Permit Fee Total 1895 . 00 1895 . 00 . 00 . . 00 Plan Check Total 947 . 50 947 . 50 . 00 . 00 Other Fee Total 1254 . 64 1254 . 64 . 00 . 00 Grand Total 4097 . 14 4097 . 14 . 00 . 00 PE*D11N APPROVED ONLY AC RDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUCODES. BUILDING OFFICIAL -..ria...,...-_ ,...... _ _ CITY OF ATLANTIC BEACH i s 4 S, ! BUILDING P LICATION (Ne Residentia & Commercial) Date: Job Address j� _15' �(J MA r S V A Cr Owner's Name:-&lcO•.. � (7 w12;4 We, Edrj 1-5 c>--) Address: C_-_)c..PAJ -3 Phone: Legal Description: Block Number: Lot Number: Zoning District: Contractor: tv State License Number: C12rC)s6;t1, V6 Address: 10?03 Phone: City: SRX /Jcy State: Zip: .??-7,J_QFax: Describe proposed use and work to be done: A-h 1d ,;d,.ter;l� 1A,,,4,1 6w Present use of land or building(s): L1 4 C.l Al-7� d w 4.S S/L Valuation of proposed constructione�a�,6.43 fJ � Is approval of Homeowner's Association or other private entity required? AJ If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material, addition of 5% or more to the original impervious area or the removal of any trees? 9'90. Applicant certifies that no change in site grade, impervious area 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. ❑ NO. Applicant certifies that no trees will be removed for this project. 1,55ut� SES. 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 iufurmation, 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. 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Page 2 Revised 8/04 FORM 60OA-2001 y FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: ferguson Builder: Dean Davis Address: 1215 Selva Marina Circle Permitting Office: City, State: Atlantic Beach, FL 32233- Permit Number: Owner: Ferguson Residence Jurisdiction Number: Climate Zone: North I. New construction or existing New - 12. Cooling systems Single family a. Central Unit Cap:47.8 kBtu/hr - 2. Single family or multi-family g y - 4 SEER: 12.00 _ 3. Number of units,if multi-family - Ca 47.8: 12.00r 4. Number of Bedrooms 5 _ b. Central Unit P - No SEER: 12.00 _ 5. Is this a worst case? - 6. Conditioned floor area(ftz) 5571 ft2 c. 2 Others Cap: 58.5 kBtu/hr - 7. Glass area&type Single Pane Double Pane - - a. Clear glass,default U-factor 0.0 ft2 1583.0 ft2 - 13. Heating systems 2 z a. Electric Heat Pump Cap:45.0 kBtu/hr - b. Default tint 0.0 ft 0.0 ft - HSPF:8.60 _ c. Labeled U or SHGC 0.0 ft2 0.0 ft2 Ca 45.0 kBtu/hr 8. Floor types - b. Electric Heat Pump P - HSPF:8.15 _ a. Slab-On-Grade Edge Insulation R=0.0,300.0(p)ft _ Ca 58.2 kBtu/hr b. N/A - c. 2 Others P: _ c. N/A 9. Wall types _ 14. Hot water systems R=19.0,2281.0 ft2 a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior - EF:0.92 b. Concrete,Int Insul,Exterior R=5.0,2006.0 ft2 - - R=19.0,658.0 ft2 b. Electric Resistance Cap:40.0 gallons - c. Frame,Wood,Adjacent - EF:0.92 - d. N/A c. Conservation credits - e. N/A 10. Ceiling types - (HR-Heat recovery,Solar a. Under Attic R=19.0,244 1.0 ft2 _ DHP-Dedicated heat pump) b. N/A - 15. HVAC credits MZ-C,CF,MZ-H - C. N/A (CF-Ceiling fan,CV-Cross ventilation, HF-Whole house fan, 11. Ducts - a. Sup:Con. Ret:Con. AH:Interior Sup.R=6.0,25.0 ft' - PT-Programmable Thermostat, b. 3 Others 75.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) Total as-built points: 63898 p Glass/Floor Area: 0.28 PASS Total base points: 69566 I hereby certify that the plans and specifica i ns covered Review of the plans and 01IfiE STA1F by this calculation are in compliance with t Florida specifications covered by this - _ O Energy Code. cal n indicates compliance with the Florida Energy Code. BY: - I ones is com feted c ion PREPARED BY. Before construct p , � a DATE: - JS t ding will be inspected for II , p compliance with Section 553.908 I hereby certify that this b 'I as designed is in Florida Statutes. OD W-6 compliance with the Flo d e OWNER/AGENT. BUILDING OFFICIAL: DATE: DATE: EnergyGauge®(Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1215 Selva Marina Circle, Atlantic Beach, FL, 32233- PERMIT #: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points ,18 5571.0 20.04 20095.7 Double,Clear W 1.0 9.0 48.0 38.52 0.99 1839.7 Double,Clear W 1.0 7.0 18.0 38.52 0.98 682.4 Double,Clear S 1.0 7.0 36.0 35.87 0.97 1252.1 Double,Clear S 1.0 5.0 16.0 35.87 0.91 522.1 Double,Clear S 1.0 7.0 18.0 35.87 0.97 626.1 Double,Clear E 1.0 13.0 72.0 42.06 1.00 3015.7 Double,Clear N 1.0 7.0 18.0 19.20 0.99 340.6 Double,Clear E 12.0 9.0 48.0 42.06 0.45 915.6 Double,Clear E 12.0 9.0 48.0 42.06 0.45 915.6 Double,Clear W 3.0 9.0 48.0 38.52 0.85 1575.5 Double,Clear E 1.0 9.0 72.0 42.06 0.99 3010.9 Double,Clear S 20.0 9.0 48.0 35.87 0.45 766.8 Double,Clear W 8.0 9.0 48.0 38.52 0.56 1029.4 Double,Clear W 8.0 9.0 48.0 38.52 0.56 1029.4 Double,Clear E 1.0 9.0 64.0 42.06 0.99 2676.3 Double,Clear E 1.0 9.0 48.0 42.06 0.99 2007.2 Double,Clear S 1.0 9.0 64.0 35.87 0.99 2272.2 Double,Clear N 1.0 9.0 48.0 19.20 0.99 915.7 Double,Clear N 1.0 6.0 30.0 19.20 0.97 561.3 Double,Clear N 8.0 9.0 48.0 19.20 0.73 671.1 Double,Clear W 1.0 3.0 4.0 38.52 0.85 131.3 Double,Clear N 1.0 7.0 30.0 19.20 0.99 567.7 Double,Clear S 1.0 9.0 48.0 35.87 0.99 1704.1 Double,Clear W 1.0 6.0 30.0 38.52 0.97 1119.5 Double,Clear S 1.0 6.0 45.0 35.87 0.94 1518.7 Double,Clear S 1.0 6.0 45.0 35.87 0.94 1518.7 Double,Clear E 1.0 4.0 18.0 42.06 0.91 691.1 Double,Clear E 1.0 6.0 25.0 42.06 0.97 1018.0 Double,Clear W 1.0 6.0 45.0 38.52 0.97 1679.2 Double,Clear E 1.0 6.0 15.0 42.06 0.97 610.8 Double,Clear W 1.0 6.0 30.0 38.52 0.97 1119.5 Double,Clear W 1.0 4.0 18.0 38.52 0.91 633.4 Double,Clear W 1.0 3.0 4.0 38.52 0.85 131.3 Double,Clear N 1.0 6.0 15.0 19.20 0.97 280.6 Double,Clear N 1.0 6.0 30.0 19.20 0.97 561.3 Double,Clear E 1.0 6.0 30.0 42.06 0.97 1221.6 Double, Clear S 1.0 6.0 30.0 35.87 0.94 1012.4 Double,Clear N 1.0 7.0 18.0 19.20 0.99 340.6 Double, Clear E 1.0 7.0 18.0 42.06 0.98 744.6 Double,Clear S 1.0 9.0 63.0 35.87 0.99 2236.7 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1215 Selva Marina Circle, Atlantic Beach, FL, 32233- PERMIT #: BASE AS-BUILT ASS L;;TYPES P.18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points Double,Clear E 1.0 9.0 42.0 42.06 0.99 1756.3 Double,Clear E 1.0 9.0 35.0 42.06 0.99 1463.6 Double,Clear N 1.0 9.0 21.0 19.20 0.99 400.6 Double,Clear E 1.0 8.0 18.0 42.06 0.99 748.4 Double,Clear N 1.0 8.0 18.0 19.20 0.99 341.9 As-Built Total: 1583.0 50177.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 658.0 0.70 460.6 Frame,Wood,Exterior 19.0 2281.0 0.90 2052.9 Exterior 4287.0 1.70 7287.9 Concrete, Int Insul,Exterior 5.0 2006.0 1.00 2006.0 Frame,Wood,Adjacent 19.0 658.0 0.40 263.2 Base Total: 4945.0 7748.5 As-Built Total: 4945.0 4322.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 21.0 2.40 50.4 Exterior Wood 24.0 6.10 146.4 Exterior 24.0 6.10 146.4 Adjacent Insulated 21.0 1.60 33.6 Base Total: 45.0 196.8 As-Built Total: 45.0 180.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2441.0 1.73 4222.9 Under Attic 19.0 2441.0 2.34 X 1.00 5711.9 Base Total: 2441.0 4222.9 As-Built Total: 2441.0 5711.9 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 300.0(p) -37.0 -11100.0 Slab-On-Grade Edge Insulation 0.0 300.0(p -41.20 -12360.0 Raised 0.0 0.00 0.0 Base Total: -11100.0 As-Built Total: 300.0 -12360.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 5571.0 10.21 56879.9 5571.0 10.21 56879.9 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1215 Selva Marina Circle, Atlantic Beach, FL,32233- PERMIT #: BASE AS-BUILT Summer Base Points: 78043.9 Summer As-Built Points: 104911.4 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) 104911.4 0.310 (1.000 x 1.147 x 0.86) 0.284 0.902 8282.8 104911.4 0.225 (1.000 x 1.147 x 0.86) 0.284 0.902 6012.8 104911.4 0.310 (1.000 x 1.147 x 0.86) 0.284 0.902 8282.8 104911.4 0.154 (1.000 x 1.147 x 0.86) 0.284 0.902 4124.1 78043.9 0.4266 33293.5 1 104911.4 1.00 0.992 0.284 0.902 26702.6 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1215 Selva Marina Circle, Atlantic Beach, FL,32233- PERMIT #: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 5571.0 12.74 12775.4 Double,Clear W 1.0 9.0 48.0 20.73 1.00 996.6 Double,Clear W 1.0 7.0 18.0 20.73 1.00 374.8 Double,Clear S 1.0 7.0 36.0 13.30 1.01 481.7 Double,Clear S 1.0 5.0 16.0 13.30 1.06 224.8 Double,Clear S 1.0 7.0 18.0 13.30 1.01 240.8 Double,Clear E 1.0 13.0 72.0 18.79 1.00 1359.9 Double, Clear N 1.0 7.0 18.0 24.58 1.00 442.4 Double,Clear E 12.0 9.0 48.0 18.79 1.36 1227.9 Double,Clear E 12.0 9.0 48.0 18.79 1.36 1227.9 Double, Clear W 3.0 9.0 48.0 20.73 1.04 1036.7 Double,Clear E 1.0 9.0 72.0 18.79 1.01 1362.4 Double,Clear S 20.0 9.0 48.0 13.30 3.55 2266.7 Double,Clear W 8.0 9.0 48.0 20.73 1.15 1149.0 Double,Clear W 8.0 9.0 48.0 20.73 1.15 1149.0 Double,Clear E 1.0 9.0 64.0 18.79 1.01 1211.0 Double,Clear E 1.0 9.0 48.0 18.79 1.01 908.2 Double,Clear S 1.0 9.0 64.0 13.30 0.99 845.8 Double,Clear N 1.0 9.0 48.0 24.58 1.00 1179.4 Double,Clear N 1.0 6.0 30.0 24.58 1.00 737.7 Double,Clear N 8.0 9.0 48.0 24.58 1.02 1199.7 Double,Clear W 1.0 3.0 4.0 20.73 1.04 86.4 Double, Clear N 1.0 7.0 30.0 24.58 1.00 737.4 Double,Clear S 1.0 9.0 48.0 13.30 0.99 634.4 Double,Clear W 1.0 6.0 30.0 20.73 1.01 627.0 Double,Clear S 1.0 6.0 45.0 13.30 1.03 613.6 Double,Clear S 1.0 6.0 45.0 13.30 1.03 613.6 Double,Clear E 1.0 4.0 18.0 18.79 1.04 350.3 Double,Clear E 1.0 6.0 25.0 18.79 1.02 477.4 Double,Clear W 1.0 6.0 45.0 20.73 1.01 940.6 Double,Clear E 1.0 6.0 15.0 18.79 1.02 286.5 Double,Clear W 1.0 6.0 30.0 20.73 1.01 627.0 Double, Clear W 1.0 4.0 18.0 20.73 1.02 381.9 Double,Clear W 1.0 3.0 4.0 20.73 1.04 86.4 Double,Clear N 1.0 6.0 15.0 24.58 1.00 368.9 Double,Clear N 1.0 6.0 30.0 24.58 1.00 737.7 Double,Clear E 1.0 6.0 30.0 18.79 1.02 572.9 Double, Clear S 1.0 6.0 30.0 13.30 1.03 409.1 Double, Clear N 1.0 7.0 18.0 24.58 1.00 442.4 Double,Clear E 1.0 7.0 18.0 18.79 1.01 342.0 Double,Clear S 1.0 9.0 63.0 13.30 0.99 832.6 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1215 Selva Marina Circle, Atlantic Beach, FL, 32233- PERMIT #: BASE AS-BUILT LASS TYPES F.18;X;;ZConditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point Double,Clear E 1.0 9.0 42.0 18.79 1.01 794.7 Double,Clear E 1.0 9.0 35.0 18.79 1.01 662.3 Double,Clear N 1.0 9.0 21.0 24.58 1.00 516.0 Double,Clear E 1.0 8.0 18.0 18.79 1.01 341.4 Double,Clear N 1.0 8.0 18.0 24.58 1.00 442.3 As-Built Total: 1583.0 32547.1 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 658.0 3.60 2368.8 Frame,Wood,Exterior 19.0 2281.0 2.20 5018.2 Exterior 4287.0 3.70 15861.9 Concrete, Int Insul, Exterior 5.0 2006.0 5.70 11434.2 Frame,Wood,Adjacent 19.0 658.0 2.20 1447.6 Base Total: 4945.0 18230.7 As-Built Total: 4945.0 17900.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 21.0 11.50 241.5 Exterior Wood 24.0 12.30 295.2 Exterior 24.0 12.30 295.2 Adjacent Insulated 21.0 8.00 168.0 Base Total: 45.0 536.7 As-Built Total: 45.0 463.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2441.0 2.05 5004.0 Under Attic 19.0 2441.0 2.70 X 1.00 6590.7 Base Total: 2441.0 5004.0 As-Built Total: 2441.0 6590.7 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 300.0(p) 8.9 2670.0 Slab-On-Grade Edge Insulation 0.0 300.0(p 18.80 5640.0 Raised 0.0 0.00 0.0 Base Total: 2670.0 As-Built Total: 300.0 5640.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 5571.0 -0.59 -3286.9 5571.0 -0.59 -3286.9 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1215 Selva Marina Circle, Atlantic Beach, FL, 32233- PERMIT #: ::: BASE AS-BUILT Winter Base Points: 35930.0 Winter As-Built Points: 59854.1 Total Winter X System Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 59854.1 0.304 (1.000 x 1.169 x 0.88) 0.397 0.950 7070.6 59854.1 0.238 (1.000 x 1.169 x 0.88) 0.418 0.950 5836.2 59854.1 0.304 (1.000 x 1.169 x 0.88) 0.397 0.950 7070.6 59854.1 0.155 (1.000 x 1.169 x 0.88) 0.455 0.950 4143.9 35930.0 0.6274 22542.5 59854.1 1.00 1.033 0.410 0.950 24062.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1215 Selva Marina Circle, Atlantic Beach, FL,32233- PERMIT #: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2746.00 13730.0 50.0 0.92 5 0.56 2626.61 1.00 7296.1 40.0 0.92 5 0.44 2626.61 1.00 5836.9 As-Built Total: 13133.0 CODE COMPLIANCE STATUS F7_ BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 33294 22542 13730 69566 26703 24063 13133 63898 PASS vEz EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/RaRES2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1215 Selva Marina Circle, Atlantic Beach, FL,32233- PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. __ Multi-story Houses 606.1.ABC.1.2.5_ Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES(must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required._ Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeT"DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.1 The higher the score,the more efficient the home. Ferguson Residence, 1215 Selva Marina Circle, Atlantic Beach, FL, 32233- 1. 2233-1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:47.8 kBtu/hr - 3. Number of units,if multi-family 4 - SEER: 12.00 - 4. Number of Bedrooms 5 - b. Central Unit Cap:47.8 kBtu/hr - 5. Is this a worst case? No - SEER: 12.00 - 6. Conditioned floor area(ft2) 5571 ft2 c. 2 Others Cap: 58.5 kBtu/hr _ 7. Glass area&type Single Pane Double Pane - - a. Clear-single pane 0.0 ft, 1583.0 ft2 - 13. Heating systems b. Clear-double pane 0.0 ft2 0.0 ft2 - a. Electric Heat Pump Cap:45.0 kBtu/hr - c. Tint/other SHGC-single pane 0.0 ft2 0.0 ft2 - HSPF:8.60 - d. Tint/other SHGC-double pane b. Electric Heat Pump Cap:45.0 kBtu/hr - HSPF:8.15 _ 8. Floor types - a. Slab-On-Grade Edge Insulation R=0.0,300.0(p)ft - c. 2 Others Cap: 58.2 kBtu/hr - b. N/A - c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=19.0,2281.0 f12 - EF:092 - b. Concrete,Int Insul,Exterior R=5.0,2006.0 ft2 - b. Electric Resistance Cap:40.0 gallons - c. Frame,Wood,Adjacent R=19.0,658.0 ft2 - EF:0.92 - d. N/A - c. Conservation credits - e. N/A (HR-Heat recovery,Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=19.0,244 1.0 ft2 - 15. HVAC credits MZ-C,CF,MZ-H - b. N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH:Interior Sup.R=6.0,25.0 f12 - MZ-C-Multizone cooling, b. 3 Others 75.0 ft 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) �F11iE ST4 in this home before final inspection.Otherwise,a new EPL Display Card will be completed > o� C based on installed Co co plia atures. t(� „n,,: -- o 'i d Builder Signature- a Date: G 1 C n Address of New Home: 1�1J City/FL Zip: cob WV *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. rna This is not a Building Energy Rating. ff your score is 80 or greater(or 86.for a US EPA/DOE EnergyStar designation), your home may qualify for energy efficiency mortgage(EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 Or see the Energy Gauge web site at wwwfsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building COnstruction, contact the Department of Community Affairk1Wrgy6 r=UNersion:FLRCPB v3.30) Ferguson Residence HVAC Load Calculations for Dean Davis 1901 1 st Street North Jacksonville Beach, FL 32250 VACftSIDPRI I AL HVAC LOADS 4GIennes Air Conditioning Blvd. L 32266 251 Wednesday, April 27,2005 Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Ferguson Residence Neptune Beach, FL 32266-1798 Page 2 Project Report General Project Information Project Filename: C:\Elite\Rhvacw\Projects\Owner-Builders\ferguson.rhv Project Title: Ferguson Residence Designed By: Ocean State Heating &Air Conditioning Project Date: Wednesday, April 27, 2005 Client Name: Dean Davis Client Address: 1901 1 st Street North Client City: Jacksonville Beach, FL 32250 Client Phone: 237-2222 Client Fax: 247-6513 Company Name: Ocean State Heating and Air Conditioning Company Representative: Glenn Jones Company Address: 1476 Atlantic Blvd. Company City: Neptune Beach, FL 32266 Company Phone: (904) 249-8251 Company Fax: (904) 249-8949 Company Comment: Design Data Reference City: St Augustine, Florida Daily Temperature Range: Medium Latitude: 29 Degrees Elevation: 10 ft. Altitude Factor: 1.000 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 35 0 0 72 0 Summer: 89 78 50 75 63 _... .. .. .. .... Check Figures - - Total Building Supply CFM: 4,752 (5.3 AC/hr) CFM Per Square ft.: 0.853 Square ft. of Room Area: 5,571 Square ft. Per Ton: 493 Building Loads Total Heating Required With Outside Air: 122,124 Btuh 122.124 MBH Total Sensible Gain: 104,506 Btuh 86 % Total Latent Gain: 16,543 Btuh 14 % Total Cooling Required With Outside Air: 121,049 Btuh 10.09 Tons (Based On Sensible + Latent) 11.31 Tons (Based On 77% Sensible Capacity) Notes _ Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. r•�GIrto�Rh ��\Prniorte\(lnincr_Riiilriarc\farniicnn rhv WarinasriaV. Anril 27. 7n(lri 12-1 F; PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Ferguson Residence Neptune Beach, FL 32266-1798 Page 3 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 1253 33,615 0 56,131 56,131 9G French Door Double Clear Glass Wood Frame 330 6,373 0 12,836 12,836 10D Door Wood Solid Core 24 408 0 194 194 11A Door Metal Fiberglass Core 21 99 0 0 0 12H Wall R-19+ 1/2" Gypsum Board(R-0.5) 2281 5,066 0 2,413 2,413 13H Part R-19+ 1/2" Gypsum Board(R-0.5) 658 587 0 0 0 14B Wall 8" or 12" Block+ R-5 2006 10,689 0 2,975 2,975 16G Ceiling Under Vent. Attic- R-30 Insulation 1781 2,175 0 2,233 2,233 18C Roof+Ceil R-19 Batts(2x8" rafter) 660 1,196 0 1,230 1,230 22A Slab on Grade No Edge Insulation 300 8,991 0 0 0 Subtotals for structure: 69,199 0 78,012 78,012 People: 6 1,380 1,800 3,180 Equipment: 0 1,800 1,800 Lighting: 0 0 0 Ductwork: 20,356 0 17,417 17,417 Infiltration: Winter CFM: 801, Summer CFM: 356 32,569 15,163 5,477 20,640 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 104,506 Temperature Swing Multiplier: X 1.00 Total Building Load Totals: 122,124 16,543 104,506 121,049 Check Figures Total Building Supply CFM: 4,752 (5.3 AC/hr) CFM Per Square ft.: 0.853 Square ft. of Room Area: 5,571 Square ft. Per Ton: 493 Building Loads Total Heating Required With Outside Air: 122,124 Btuh 122.124 MBH Total Sensible Gain: 104,506 Btuh 86 % Total Latent Gain: 16,543 Btuh 14 % Total Cooling Required With Outside Air: 121,049 Btuh 10.09 Tons (Based On Sensible + Latent) 11.31 Tons (Based On 77% Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. r`.-\Plito\Rh%iar-%AAPrniortc\(-luinor-Riiilriar.+q\farrnisnn rhv Wednesday Anril 27. 2005. 12:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Ferguson Residence Neptune Beach, FL 32266-1798 Page 4 System 4 Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 370 9,927 0 16,388 16,388 14B Wall 8" or 12" Block+ R-5 780 4,157 0 1,158 1,158 22A Slab on Grade No Edge Insulation 115 3,447 0 0 0 Subtotals for structure: 17,531 0 17,546 17,546 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 4,617 0 3,696 3,696 Infiltration: Winter CFM: 137, Summer CFM: 61 5,553 2,586 933 3,519 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 22,175 Temperature Swing Multiplier: X 1.00 System 4 Load Totals: 27,701 2,586 22,175 24,761 Check Figures Supply CFM: 1,008 (6.6 AC/hr) CFM Per Square ft.: 1.108 Square ft. of Room Area: 910 Square ft. Per Ton: 379 System Loads Total Heating Required With Outside Air: 27,701 Btuh 27.701 MBH Total Sensible Gain: 22,175 Btuh 90 % Total Latent Gain: 2,586 Btuh 10 % Total Cooling Required With Outside Air: 24,761 Btuh 2.06 Tons (Based On Sensible + Latent) 2.40 Tons (Based On 77% Sensible Capacity) Notes _ Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. r.\ci;♦-X0h,..,... rhv WP.rinP..CriA\/ Anril 27 Pnns 12.1E PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.Ferguson Residence Ocean State Htg&A/C Page 5 Neptune Beach, FL 32266-1798 - - - System I Summary Loads Component Area Sen Lat Sen Total Description Ouan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 312 8,370 0 288 5,562 0 19,9103 19,9103 9G French Door Double Clear Glass Wood Frame 24 408 0 194 194 10D Door Wood Solid Core 14B Wall 8" or 12" Block+ R-5 1226 6,532 0 1,817 1,817 22A Slab on Grade No Edge Insulation 185 5,544 0 0 0 Subtotals for structure: 26,416 0 25,530 25,530 People: 0 0 0 0 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 7,530 0 5,724 5,724 Infiltration: Winter CFM: 276, Summer CFM: 123 11,230 5,226 1,889 7,115 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 34,343 Temperature Swing Multiplier: X 1.00 System 1 Load Totals: 45,176 5,226 34,343 39,569 Check Figures --- - q - Supply CFM: 1,562 (5.1 AC/hr) CFM Per Square ft.: 0.849 Square ft. of Room Area: 1,840 Square ft. Per Ton: 495 System Loads Total Heating Required With Outside Air: 45,176 Btuh 45.176 MBH Total Sensible Gain: 34,343 Btuh 87 % Total Latent Gain: 5,226 Btuh 13 % Total Cooling Required With Outside Air: 39,569 Btuh 3.30 Tons (Based On Sensible + Latent) 3.72 Tons (Based On 77% Sensible Capacity) Notes - - - - Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. l+.,rr._ nw.. o. t��(laror_Ri,ilrlcrc\fcrrnicnn rhv WP.rinPSr1nv Anril27 2nn6 12.16 PM Elite Software Development,Inc. Rhvac-Residential&Light Commercial HVAC Loads Ferguson Residence Ocean State Htg&A/C Page 6 Neptune Beach, FL 32266-1798 System 2 Summary Loads Component Area Sen Lat Sen Total Description Ouan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 416 11,160 0 19,987 19,987 12H Wall R-19+ 1/2" Gypsum Board(R-0.5) 2038 4,526 0 2,156 2,156 16G Ceiling Under Vent. Attic- R-30 Insulation 1781 2,175 0 2,233 2,233 Subtotals for structure: 17,861 0 24,376 24,376 People: 6 1,380 1,800 3,180 Equipment: 0 0 0 0 0 0 Lighting: 6,073 0 5,655 5,655 Ductwork: Infiltration: Winter CFM: 307, Summer CFM: 137 12,497 5,819 2,102 7,921 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 33,933 Temperature Swing Multiplier: X 1.00 System 2 Load Totals: 36,431 7,199 33,933 41,132 Check Figures - - Supply CFM: 1,543 (4.5 AC/hr) CFM Per Square ft.: 0.714 Square ft. of Room Area: 2,161 Square ft. Per Ton: 588 System Loads - - -- -- - - Total Heating Required With Outside Air: 36,431 Btuh 36.431 MBH Total Sensible Gain: 33,933 Btuh 82 % Total Latent Gain: 7,199 Btuh 18 % Total Cooling Required With Outside Air: 41,132 Btuh 3.43 Tons (Based On Sensible + Latent) 3.67 Tons (Based On 77% Sensible Capacity) - Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. h•\Clrt�\Rh i�r,w,\Prnior+e\(lnmcr_Rllilrlarc\fPY(lllcflYl rhv Wednesday. April 27. 2005. 12:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ferguson Residence Ocean State Htg&A/C Neptune Beach, FL 32266-1798 Page 7 System 3 Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 155 4,158 0 6,150 6,150 9G French Door Double Clear Glass Wood Frame 42 811 0 2,923 2,923 11A Door Metal Fiberglass Core 21 99 0 0 0 12H Wall R-19+ 1/2" Gypsum Board(R-0.5) 243 540 0 257 257 13H Part R-19+ 1/2" Gypsum Board(R-0.5) 658 587 0 0 0 18C Roof+Ceil R-19 Batts(2x8" rafter) 660 1,196 0 1,230 1,230 Subtotals for structure: 7,391 0 10,560 10,560 People: 0 0 0 0 Equipment: 0 600 600 Lighting: 0 0 0 Ductwork: 2,136 0 2,342 2,342 Infiltration:Winter CFM: 81, Summer CFM: 36 3,289 1,532 553 2,085 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 14,055 Temperature Swing Multiplier: X 1.00 System 3 Load Totals: 12,816 1,532 14,055 15,587 Check Figures Supply CFM: 639 (7.1 AC/hr) CFM Per Square ft.: 0.968 Square ft. of Room Area: 660 Square ft. Per Ton: 434 System Loads Total Heating Required With Outside Air: 12,816 Btuh 12.816 MBH Total Sensible Gain: 14,055 Btuh 90 % Total Latent Gain: 1,532 Btuh 10 % Total Cooling Required With Outside Air: 15,587 Btuh 1.30 Tons (Based On Sensible + Latent) 1.52 Tons (Based On 77%Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. r.-\Flita\Rhvarw\Proiects\Owner-Builders\ferauson.rhv Wednesday. April 27. 2005. 12:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development, Inc. Ocean State Htg&A/C Ferguson Residence Neptune Beach,FL 32266-1798 Page 8 System 4 Room Loa_ d Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Study 192 7,267 94 4-6 514 7,099 713 323 1.25 403 323 2 Guest Bath 78 1,300 17 1-4 317 522 112 24 1.17 28 24 3 Guest Bedroom 208 9,228 120 4-6 479 7,876 755 358 1.05 376 358 4 Foyer 432 9,906 129 3-6 541 6,678 1,006 304 1.05 319 304 System 4 total 910 27,701 360 22,175 2,586 1,008 1,126 1,008 System 4 Main Trunk Size: 18 in. Velocity: 571 ft./min Loss per 100 ft.: 0.047 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total TonsSplit Btuh Btuh Btuh Net Required: 2.06 90%/ 10% 22,175 2,586 24,761 Recommended: 2.40 77%/23% 22,175 6,624 28,799 ('•\Glitc\Rhvar,XAAPrniartc\nUVn,nr-Riiilricrc\forniicnn rhv WarinPGrinv Anrll 97 Pmr; 1P.1R PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. o Ocean State Htg&A/C Ferguson Residence Neptune Beach, FL 32266-1798 Page 9 System I Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM SizeVel Btuh Btuh CFM Fact CFM CFM .. .. .. . ..... .. .. ... .. ---Zone 1--- 5 Living 624 13,534 176 6-6 601 12,457 1,809 566 1.25 708 566 6 Dining 400 15,877 206 6-6 565 13,936 1,876 634 1.05 665 634 7 Kitchen 504 5,662 74 2-5 537 3,220 653 146 1.00 146 146 8 Utility 312 10,103 131 3-6 493 4,730 888 215 1.35 290 215 System 1 total 1,840 45,176 587 34,343 5,226 1,562 1,810 1,562 System 1 Main Trunk Size: 24 in. Velocity: 497 ft./min Loss per 100 ft.: 0.025 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 3.30 876X./ 13% 34,343 5,226 39,569 Recommended: 3.72 77%/23% 34,343 10,258 44,601 �.\�r.n\Dh,,, ..,\Drni� +o\(l ervior_RiiilAcrc\forniicnn rhv WP.rinARfIA\/ Anril 97 2nwi 1?•iR PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Ferguson Residence Neptune Beach, FL 32266-1798 Page 10 System 2 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 9 Master Bedroom 256 6,061 79 3-6 530 5,088 1,279 231 1.35 312 231 10 Master Bath 182 5,286 69 2-6 565 3,613 881 164 1.35 222 164 11 Master Closet 117 2,171 28 1-6 592 2,555 350 116 1.00 116 116 12 Foyer 324 4,307 56 3-6 471 4,880 629 222 1.25 277 222 13 Utility 90 1,356 18 1-5 525 1,574 210 72 1.00 72 72 14 Bedroom 3 169 2,526 33 2-6 494 3,413 650 155 1.25 194 155 15 Closet 3&4 72 106 1 1-4 56 108 0 5 1.00 5 5 16 Bath 3&4 170 1,982 26 1-6 611 2,110 252 96 1.25 120 96 17 Bedroom 4 169 2,116 27 1-6 478 2,066 726 94 1.00 94 94 18 Bedroom 5 196 2,734 36 1-6 493 2,130 880 97 1.00 97 97 19 Bath 5 36 53 1 1-4 28 54 0 2 1.00 2 2 20 Play Room 280 4,840 63 2-6 459 3,966 839 180 1.00 180 180 21 Stairway2 100 2,893 38 1-6 550 2,376 503 108 1.00 108 108 System 2 total 2,161 36,431 473 33,933 7,199 1,543 1,800 1,543 System 2 Main Trunk Size: 24 in. Velocity: 491 ft./min Loss per 100 ft.: 0.024 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: - 3.43 82%/ 18% 33,933 7,199 41,132 Recommended: 3.67 77%/23% 33,933 10,136 44,069 r'.•\Fiite\Rh%isr,%AAPrniaetc\r)inmar-Riiilrlarc\farniiCnn rhv Wednesday. April 27. 2005. 12:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Ferguson Residence Neptune Beach, FL 32266-1798 Page 11 System 3 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- - 22 Dining 2 370 8,856 115 4-7 458 10,256 1,131 466 1.05 490 466 23 Stairway 3 110 2,698 35 1-6 605 2,612 253 119 1.00 119 119 24 Service Area 126 596 8 1-4 522 1,002 0 46 1.00 46 46 25 Powder 54 666 9 1-4 96 185 148 8 1.00 8 8 System 3 total 660 12,816 167 14,055 1,532 639 662 639 System 3 Main Trunk Size: 14 in. Velocity: 598 ft./min Loss per 100 ft.: 0.072 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.30 90%/ 10% 14,055 1,532 15,587 Recommended: 1.52 77%/23% 14,055 4,198 18,253 •\Glitn\RhearXnAPrniar+tc\(llnmar-Riiilrtarc\farniisnn rhv Wt-HnaGriav- Anril 27. ?nn.") 12.18 PM CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT y, 1200 Sandpiper Lane " Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 05 Property Address: 0Q V r Applicant: .L . 1 tel'Q V ' D L� CTI U� Pro* ctT fj Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: Provide erosion and sediment control phms-�details.5 l4 1-(v) Z f}� ovide on-site retention calculations showing volume of required storage. 4C-41.a See Land Development Regulations 24-66(b). (Sample provided) all /�- Show location/dimensions of proposed storage on plans. //&Vl V sLo XPi sS S /P'U' 19"44ne. %,C.9>W �* ICIvI.. AA NL L)4".'o IL Post development topographic survey to document proper construction of on-site storage will be required. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904)247-5834. Revie 'ck Carper, P.E., Public Works Director Date �s Signature Contractor Notified Date 6"d 2 Lg�k-5' FROM : KEVIN E MULLICRN PHONE NO. : 904 745 5569 Jul. 28 2005 01:00PM P1 Tot Rick Carper Fffam: Kevin E.Mohican- Designer,Inc. Fam 247-5W P"ow 2(ind Ang cover) ERWIN INSURANCE Fax:904-354-0660 Aug 26 2005 13:14 P.01 CERTIFICATE OF INSURANCEData8%25%2005 This certificate is issued as a matter of information only and conics no rights Pmduccr _ _ —• —-' upon the certificate holder.This certificate docs not amend-ext aid or alter the iErwin Insurance Agency,Inc. coverage nffordcd by the policies below. P.O.Box 40826 I ;Jacksonville,FL 32203 COMPANIES AFFORDING COVERAGE Phone;904-354-3900 Company A JiSSEX INS. COMPANY Letter ---... .._......._. _..—_....._ _.. _....—..._...... Company Insured Letter OF FLORIDA, ............ PERFORMANCE GENERAL CONTRACTING Company C TNC. Letter ,5933 GREEN HILL LANE Company JACKSONVILLE,FL 322114790 I Letter --.---' "•'..._'...-...-" _..".,. .". Company Letter E —..... . ... ..: COVERAGES below have bee is to certify char the politica of insurance listed n issued to the insured named above for the policy period indicated.Notwithstanding any requirement, This condition on of any contract or other document with respect to which this certificate may be issued or may pertain,the insurance nffordcd by the policies herein is term is subject to all the termaexclusions and conditions of such policies. CO. Ceuenl Liability Policy Number Motive Date Expiration Date Liability Limit in Tlousandt __. �.. —._—.... . -- 13odi1 Occurrence h Ltr., I y Each Aggregate A m Comprehensive Form �Inder#-�,}�_. ... L-....._. Z I-- - 6/1/2006 oc ❑ PTcmiscs/Operations Injury — ❑ Underground Explosion/Collapse Hazard ❑ Products/Completed Operations Property __...... ❑ Contractual Damage ❑ Independent Contractors 81+PD Broad Form Property Damage 0 r7Combine 500 000„•.,._� �..., I (� Personal Injury ❑L.......---.._.. —� Personal Property Bodily INury �___.... .. Automobile Liability (per Person) ❑ Any Auto Bodily Injury _ .. ❑ All Owned Autos(Priv.pass.) (Per Accident) ❑ All Owned Autos(Other than Priv.Pass) Property ❑ Hired Autos Damage ❑ Non-owned Autos BI+PD �— ❑ Garage Liability L.,.,.. -----_.• -- -•-- Combined i - _. ---... .-. t Excess Liability II .--.. I B1+PD l__..........._.., l�_.. ._I ❑ Umbrella Form Combine © Other than Umbrella Form Worker's Compensation Statutory —. ❑ and (Each Accident} Employer$'Liability (Disease-Policy Limit) (Discaso-Eath Employee) Other ---..... Description of OperstionslLocationslvchieles/Special items —__—.. ....—_ Chou. _.....---.... CANCELLATION,�--- CERTIFICATE HOLDER _ 18-00 ATLANTIC BEACH BUILDING Id any of the�Abb.Pd ad policies be tante d before c expiration date th sof,the isauing SEMINOLE ROAD company will endeavor to mail 30 ittan notice to the ecru cele holder n to[he)ett,but failure to mail such notice shall impose no obligan r liability of any upon the c any,its cots or 1ATLANTIC BEACH, FL 32233 rcpm c _ < X904-247-5805 — __........_... Authorized Rcprenentative lorida Government Conference 2005 - Purchasing Page 1 of 110 P�60 Il W ! 1 NIGP Purchasing Conference TAI t_AHRSclf ARFA CHAPITR 13th Annual Purchasing Conference and Tradeshow Registration/Info for September 29-30, 2005 l Vendors/Sponsors Registration for We are proud to announce that the Tallahassee Area Chapter of the —mum CZ5b2= Attendees National Institute of Governmental Purchasing, Inc. (NIGP) is sponsoring its 13th Annual Purchasing Conference and Product Exposition and Tradeshow Registration for on September 29 -30, 2005, in Tallahassee, Florida at the Leon-County Civic Center. Speakers Program This year's tradeshow will be part of the 2005 Florida purchasing Government Conference (FGC05). FGC is an annual Product Exposition and Exhibitor List gathering of Florida's government and education Tradeshow Coordinators Travel Information leaders and front-line managers. The Purchasing Clark Rogers - (850) 410-7321 Conference segment is September 29, and will include Sonya Avant - (850) 410-7311 FGC Home educational programs for purchasing professionals. The Tradeshow will take place September 30 with set up for vendors on the 29th. What is NIGP? The National Institute of Governmental Purchasing, Inc. (NIGP) is a national, membership-based non-profit organization providing support to professionals in the public sector purchasing profession. NIGP provides its members with many services, including education, professional networking, research, and technical assistance. Why should I be an exhibitor at the Product Exposition? In addition to a very unique opportunity to hear Florida's State Purchasing Director outline the strategic direction of State Purchasing, the Products Exposition attracts hundreds of public procurement professionals from across all sectors of government. This includes Purchasing Agents and Managers from State Agencies, Cities, Counties, Universities, Colleges and School Boards from around the State. Each year, hundreds of decision makers and stakeholders in the public procurement arena gather at the Purchasing Conference and Products Exposition to find the best in products and service for their constituents. If you want to reach qualified attendees, drive sales and position yourself as a leader in this fast changing field, you can't afford to miss this event. Technology Conference - Sept. 27-28 In addition to the purchasing component, the nation's leading suppliers in today's technology sector will come together for the Technology Conference and Exhibition on September 27-28 at the Civic Center. We anticipate that some exhibitors will want to participate in the both Trnrlochn\AIG and havo a rlict-mintorl hnnth nriro availahlo fnr rlicninvinn nvor throw riavc ttp://www.floridagc.com/2005/purchasing.html 8/26/200. lorida Government Conference 2005 -Purchasing y` Page 2 of. Please go to the Registration/Info for _Vendors Link on the navigation bar to the left and learn more about the booth space and to register as an exhibitor. Tallahassee Area Chapter of NIGP Workshops, Labs and SP Sessions September 29, 2005 Time Event Topic/Speaker Location 7:30am Breakfast CPD Fireside Lounge City of Opening Session & Tallahassee CPD Auditorium 8:OOam - 8:45am Keynote Remarks Mayor John Marks Workshop #1 Giuni ero CPD Auditorium 9:OOam - 10:OOam Strategic Sourcing p Workshop #2 Outsourcing Services 10:15am - 11:45am Including McCue CPD Auditorium Outsourcing of Public Purchasing Workshop #3 10:15am - 11:45am Case Law Affecting Buffington Room 123A &B Procurement 12:00 noon - 1:00pm Lunch CPD Dining Room Workshop #4 2:00pm - 4:00pm FL Sunshine Law: Evaluation Buffington CPD Auditorium Committee Meetings MyFloridaMarketPlace Lab (Registration required) 1:30pm - 3:30pm ARIBA Buyer/Sourcing Room 116 Training via MyFloridaMarketPlace GSA Schedule 70 Buyer's Lab and RFQ Workshop 1:30pm - 4:30pm (Registration required) Room 117 How to Navigate Online GSA Resources and RFQ Best Practices 1:00pm - 2:00pm SP Team 6 Update Theresa/David Room 123-A 1:00pm - 2:00pm SP Team 3 Update Mark/Chuck Room 110 2:00pm - 3:00pm SP Team 1 Update David/Jim Room 123-A 2:00pm - 3:00pm SP Team 4 Update TBA/Jeff Room 110 3:00pm - 4:00pm SP Team 5 Update Charlie/Barb Room 123-A ttp://www.floridagc.com/2005/purchasing.html 8/26/200. lorida GovernPage 2 of ment Conference 2005 - Purchasing 14Va.J11V HJ 414 V.l. 4 4J�V 41V+V VVV4 'J +V Please go to the Registration/Info for Vendors link on the navigation bar to the left and learn more about the booth space and to register as an exhibitor. Tallahassee Area Chapter of NIGP Workshops, Labs and SP Sessions September 29, 2005 Time Event Topic/Speaker Location 7:30am Breakfast CPD Fireside Lounge City of Opening Session & Tallahassee CPD Auditorium 8:OOam - 8:45am Keynote Remarks Mayor John Marks Workshop #1 Giunipero CPD Auditorium 9:OOam - 10:OOam Strategic Sourcing Workshop #2 Outsourcing Services 10:15am - 11:45am Including McCue CPD Auditorium Outsourcing of Public Purchasing Workshop #3 10:15am - 11:45am Case Law Affecting Buffington Room 123A &B Procurement 12:00 noon - 1:00pm Lunch CPD Dining Room Workshop #4 2:00pm - 4:00pm FL Sunshine Law: Evaluation Buffington CPD Auditorium Committee Meetings MyFloridaMarketPlace Lab (Registration required) 1:30pm - 3:30pm ARIBA Buyer/Sourcing Room 116 Training via MyFloridaMarketPlace GSA Schedule 70 Buyer's Lab and RFQ Workshop 1:30pm - 4:30pm (Registration required) Room 117 How to Navigate Online GSA Resources and RFQ Best Practices 1:00pm - 2:00pm SP Team 6 Update Theresa/David Room 123-A 1:00pm - 2:00pm SP Team 3 Update Mark/Chuck Room 110 2:00pm - 3:00pm SP Team 1 Update David/Jim Room 123-A 2:00pm - 3:00pm SP Team 4 Update TBA/Jeff Room 110 3:00pm - 4:00pm SP Team 5 Update Charlie/Barb Room 123-A ttp://www.floridagc.com/2005/purchasing.html 8/26/200. lorida Government Conference 2005 - Purchasing Page 3 of .s:uupm - 4:uupm br i eam t update cnen/rsrenaa Koom llu 4:00pm - 5:00pm SPA Team Update Ron Brown Room 110 ttp://www.floridagc.com/2005/purchasing.html 8/26/200 lorida Government Conference 2005 Page 1 of FGC05 - Sept. 27-28j, 2005 Wed. Keynote Speaker: Tallahassee Leon County Civic Center Thomas P.M. Barnett FGC 2005 brings together government and education leaders and front-line managers with , the leading suppliers needed to service the State of Florida. Educational sessions and P#kY keynote speakers will immerse conference attendees in a learning environment detailing government's most pressing issues, newly Internationally instituted programs and solutions for the recognized expert and workplace. strategic planner in national security affairs Attendee's Early Registration and globalization. Bio has been extended until Sept 151 Aft a f9cus floriao govPMMOt conferpace 2995 Registration/Information for Vendors/Sponsors Registration for Attendees Registration for Speakers Conference Program Exhibitor List Travel Information © 2005 Florida State University a Center for Professional Development 555 West Pensacola Street a Tallahassee, FL 32306-1640 a (850) 644-3002 ttp://www.floridagc.com/2005/ 8/26/200. lorida Government Conference 2005 -Purchasing Page 1 of. '09S 110rido govepnMpni conference TW f 1 ¢ VIII NIGP Purchasing Conference PITR 13th Annual Purchasing Conference and Tradeshow " """ f? W ' REA µHQ Registration/Info for September 29-30, 2005 i Vendors/Sponsors Registration for We are proud to announce that the Tallahassee Area Chapter of the Attendees National Institute of Governmental Purchasing, Inc. (NIGP) is sponsoring its 13th Annual Purchasing Conference and Product Exposition and Tradeshow Registration for on September 29 -30, 2005, in Tallahassee, Florida at the Leon-County Civic Center. Speakers Program This year's tradeshow will be part of the 2005 Florida purchasing Government Conference (FGC05). FGC is an annual Product Exposition and Exhibitor List gathering of Florida's government and education Tradeshow Coordinators Travel Information leaders and front-line managers. The Purchasing Clark Rogers - (850) 410-7321 Conference segment is September 29, and will include Sonya Avant - (850) 410-7311 FGC Home educational programs for purchasing professionals. The Tradeshow will take place September 30 with set up for vendors on the 29th. What is NIGP? The National Institute of Governmental Purchasing, Inc. (NIGP) is a national, membership-based non-profit organization providing support to professionals in the public sector purchasing profession. NIGP provides its members with many services, including education, professional networking, research, and technical assistance. Why should I be an exhibitor at the Product Exposition? In addition to a very unique opportunity to hear Florida's State Purchasing Director outline the strategic direction of State Purchasing, the Products Exposition attracts hundreds of public procurement professionals from across all sectors of government. This includes Purchasing Agents and Managers from State Agencies, Cities, Counties, Universities, Colleges and School Boards from around the State. Each year, hundreds of decision makers and stakeholders in the public procurement arena gather at the Purchasing Conference and Products Exposition to find the best in products and service for their constituents. If you want to reach qualified attendees, drive sales and position yourself as a leader in this fast changing field, you can't afford to miss this event. Technology Conference - Sept. 27-28 In addition to the purchasing component, the nation's leading suppliers in today's technology sector will come together for the Technology Conference and Exhibition on September 27-28 at the Civic Center. We anticipate that some exhibitors will want to participate in the both Tr?rlachnU/c and havo a rlicrnimtari hnnth nrira nvailahla fnr rlicninwinn near throe nave ttp://www.floridagc.com/2005/purchasing.html 8/26/200. lorida Government Conference 2005 - Purchasing Page 2 of. Please go to the Registration/Info for Vendors link on the navigation bar to the left and learn more about the booth space and to register as an exhibitor. Tallahassee Area Chapter of NIGP Workshops, Labs and SP Sessions September 29, 2005 Time Event Topic/Speaker Location 7:30am Breakfast CPD Fireside Lounge City of Opening Session & Tallahassee CPD Auditorium 8:OOam - 8:45am Keynote Remarks Mayor John Marks Workshop #1 Giuni ero CPD Auditorium 9:OOam - 10:OOam Strategic Sourcing p Workshop #2 Outsourcing Services 10:15am - 11:45am Including McCue CPD Auditorium Outsourcing of Public Purchasing Workshop #3 10:15am - 11:45am Case Law Affecting Buffington Room 123A &B Procurement 12:00 noon - 1:00pm Lunch CPD Dining Room Workshop #4 2:00pm - 4:00pm FL Sunshine Law: Evaluation Buffington CPD Auditorium Committee Meetings MyFloridaMarketPlace Lab (Registration required) 1:30pm - 3:30pm ARIBA Buyer/Sourcing Room 116 Training via MyFloridaMarketPlace GSA Schedule 70 Buyer's Lab and RFQ Workshop (Registration required) Room 117 1:30pm - 4:30pm How to Navigate Online GSA Resources and RFQ Best Practices 1:00pm - 2:00pm SP Team 6 Update Theresa/David Room 123-A 1:00pm - 2:00pm SP Team 3 Update Mark/Chuck Room 110 2:00pm - 3:00pm SP Team 1 Update David/Jim Room 123-A 2:00pm - 3:00pm SP Team 4 Update TBA/Jeff Room 110 3:00pm - 4:00pm SP Team 5 Update Charlie/Barb Room 123-A ttp://www.floridagc.com/2005/purchasing.html 8/26/200. lorida Government Conference 2005 - Purchasing Page 3 of .s:UUpm - 4:UUpm br ieam z upoare tnenmrenaa rcoom 11U 4:00pm - 5:00pm SPA Team Update Ron Brown Room 110 ttp://www.floridagc.com/2005/purchasing.html 8/26/200. lorida Government Conference 2005 -Purchasing Page 1 of tiorido government conference 200S 1i I IIS� �I 9� ! f NIGP Purchasing Conference 13th Annual Purchasing Conference and Tradeshow 1�tt, It rf ,— Registration/Info for September 29-30, 2005 I,orAhe Vendors/Sponsors LUZ Registration for We are proud to announce that the Tallahassee Area Chapter of the ,,,,,,, „ , ,,,„ Attendees National Institute of Governmental Purchasing, Inc. (NIGP) is sponsoring its 13th Annual Purchasing Conference and Product Exposition and Tradeshow Registration for on September 29 -30, 2005, in Tallahassee, Florida at the Leon-County Civic Center. Speakers Program This year's tradeshow will be part of the 2005 Florida purchasing Government Conference (FGC05). FGC is an annual Product Exposition and Exhibitor List gathering of Florida's government and education Tradeshow Coordinators Travel Information leaders and front-line managers. The Purchasing Clark Rogers - (850) 410-7321 Conference segment is September 29, and will include Sonya Avant - (850) 410-7311 FGC Home educational programs for purchasing professionals. The Tradeshow will take place September 30 with set up for vendors on the 29th. What is NIGP? The National Institute of Governmental Purchasing, Inc. (NIGP) is a national, membership-based non-profit organization providing support to professionals in the public sector purchasing profession. NIGP provides its members with many services, including education, professional networking, research, and technical assistance. Why should I be an exhibitor at the Product Exposition? In addition to a very unique opportunity to hear Florida's State Purchasing Director outline the strategic direction of State Purchasing, the Products Exposition attracts hundreds of public procurement professionals from across all sectors of government. This includes Purchasing Agents and Managers from State Agencies, Cities, Counties, Universities, Colleges and School Boards from around the State. Each year, hundreds of decision makers and stakeholders in the public procurement arena gather at the Purchasing Conference and Products Exposition to find the best in products and service for their constituents. If you want to reach qualified attendees, drive sales and position yourself as a leader in this fast changing field, you can't afford to miss this event. Technology Conference - Sept. 27-28 In addition to the purchasing component, the nation's leading suppliers in today's technology sector will come together for the Technology Conference and Exhibition on September 27-28 at the Civic Center. We anticipate that some exhibitors will want to participate in the both TrariochMAIC and hnxia =a rlict-mintarl hnnth nriro availahlo fnr rlicninvinn nvor throo finvc ttp://www.floridagc.com/2005/purchasing.html 8/26/200. lorida Government Conference 2005 - Purchasing Page 2 of Please go to the Registration/Info for Vendors link on the navigation bar to the left and learn more about the booth space and to register as an exhibitor. Tallahassee Area Chapter of NIGP Workshops, Labs and SP Sessions September 29, 2005 Time Event Topic/Speaker Location 7:30am Breakfast CPD Fireside Lounge City of Opening Session & Tallahassee 8:OOam - 8:45am Keynote Remarks Mayor John CPD Auditorium Marks 9:O0am - 10:00am Workshop #1 Giunipero CPD Auditorium Strategic Sourcing Workshop #2 Outsourcing Services 10:15am - 11:45am Including McCue CPD Auditorium Outsourcing of Public Purchasing Workshop #3 10:15am - 11:45am Case Law Affecting Buffington Room 123A & B Procurement 12:00 noon - 1:O0pm Lunch CPD Dining Room Workshop #4 2:00pm - 4:O0pm FL Sunshine Law: Evaluation Buffington CPD Auditorium Committee Meetings MyFloridaMarketPlace Lab (Registration required) 1:30pm - 3:30pm ARIBA Buyer/Sourcing Room 116 Training via MyFloridaMarketPlace GSA Schedule 70 Buyer's Lab and RFQ Workshop 1:30pm - 4:30pm (Registration required) Room 117 How to Navigate Online GSA Resources and RFQ Best Practices 1:00pm - 2:00pm SP Team 6 Update Theresa/David Room 123-A 1:00pm - 2:00pm SP Team 3 Update Mark/Chuck Room 110 2:00pm - 3:00pm SP Team 1 Update David/Jim Room 123-A 2:00pm - 3:00pm SP Team 4 Update TBA/Jeff Room 110 3:00pm - 4:OOpm SP Team 5 Update Charlie/Barb Room 123-A ttp://www.floridage.com/2005/purchasing.html 8/26/200. lorida Government Conference 2005 - Purchasing Page 3 of J:uupm - 4:uupm bp ieam t upaate Bien/tsrenaa rcoom ilu 4:00pm - 5:00pm SPA Team Update Ron Brown Room 110 ttp://www.floridagc.com/2005/Purchasing.html 8/26/200. 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(d9IN) -oul '6ulsepind le4uawwanog Jo a4n4llsul leuopeN saapually aLp jo.ralde4:) eaay aasse4ellel aqj 4e44 aounouue of pnoid aie aM aoj uoi4ea4sibad sjosuodS/saopuan SOOZ 'O£-6Z aagwa;daS joj olul/uogejjs16ab 3 5 1 mo4sapejl pue aouajajuoD 6ulse4ojnd lenuuy 44£T a:)uaaaIuo:) 6uI.seWund d9IN S002 d1 Oplioll jo I aft"d Buisellomd - 90OZ 33uaJ3JUOD JU;DWU DAOD TBpiaol FT9 T F30 0 F31 f INIFORI LOAD ON WALL UODL/50LL PIF POINT LOAD F32 i NIFORI L 40DL105 BM-0 I I J J c J J � 0 J � Q I J t J J I �9 r c0 t ") r = a m V rn ?J L LL LL LL LL LL D J LL LL ISL LL LL O Qo o I JLl 11 li z z O Q — F41 F-48 -1310 5 Z,. 0 Ip 10 1,8�— ------— --- dal° m TT °•`0 9 J000 _kJ LL m� VI � "N o�N u°vv i t UE s m1 JOB: 550098 DL DAVIS `� 0 6 -- �4 I b� LOC: 1215 SELVA MARINA CIRCLE 0 'I [Lo "v �O�m PLAN: FERGU50N RE51D Q 13 DESIGNER: RICHARD TINGLEY v o X03 d a ALL CONVENTIONAL FRAMING 9 o LOADS PROVIDED BY E.O.R.NO OTHER ADDITIONAL CONVENTIONAL FARMING LOADS MAYBE SUPPORTED BY FLOOR SYSTEM IUY- U W�al F36 ° ALL BEAMS ARE BOISE CASCADE VERSA-LAM SP F40A (� F40 APPROVAL "1644.1 51`1-9 2-1.15" X 24" LVL 1' Q )AD all WALL i 5M-10 2-1.15" X 24" LVL 23' � L f�F BM-II 2-1.15" X 24" LVL 23' 9 F i F41 5M-12 3-1.15" X 24" LvL 21' _ BM-13 2-1.15" X 24" LVL 26' o�m BM-14 2-1.15" X 24" LVL 36' u`o BM-15 2-1.15" X 24" LVL 31' \\ v 5M`15 o 5M-16 2-1.15" X 24" LVL 35' 1 U v �� 1 Z _ y F41 ft HANGERS ON JOB ARE AS FOLLOWS °— °61 o AMT LOAD O m- *LLn0180L F42 UNLESS NOTED OTHERWISE ; F43 APPLICATION PART " APPROVAL " °— MS o S»1 FLOOR TRUSS THA422 FL414.413 O 9 2-PLY BEAM HGU5414 FL414.140 _ o F44 3-PLY BEAM EGQ5.5-5D53 FL414.140 � m SD ON WALL F45Pi F m �S� i OP DRAWING REVIEW DISPOSITIIJN s F46 LHos ATTENTION:Revww of shop drawings is only for conformance with to design tmopt of the project and does not relieve the contractor of responsiitlity for any deviation from the requirements of"shop drawings. Contractor shall determine and verily all field measuremeets. "u ❑ RETURNED FOR CMCM c g Q 9 D APFIM AS NOTED E3RETURNED WITHOUT ACTION II °v- A ��m 113 NOT AAW110M ❑ SEE TRANSMITTAL LEM rte,. fuENTS 4 By DATE2 � (( HULSOEIS E GINEERING.INC. FL �;�f' J2M HARTLEY RD.,SUITE 202 JACKSONVILLE,FL 31257 , 'UPPORT REPORT JOB DESCRIPTION: 55009B WIND CODE : N/A WIND MPH: N/A BLDG TYPE: N/A TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT REACT. MAX WIND DESC SPAN-ft SIZE-in. TYPE XLOC-ft . YLOC-ft . MAX. +# MAX- -# UPLFT . -# F26 25 .417 5 . 000 WALL 0 . 000 20 . 500 41 F26 25 .417 295 . 000 WALL 0 . 417 20 . 500 1782 F26 25 .417 5 . 000 WALL 25 . 000 20 . 500 41 -------------------------- ------------------ F27 25 .417 5 . 000 WALL 0 . 000 20 . 500 924 F2'7 25 .417 5 . 000 WALL 25 . 000 20 . 500 924 ------ ------------------ --------------------- F28 25 .417 5 . 000 WALL 0 . 000 20 . 500 924 F28 25 .417 5 . 000 WALL 25 . 000 20 . 500 924 -------------------------- ----------------------- F29 20 . 583 5 . 000 WALL 0 . 000 20 . 500 61 F29 20 . 583 242 . 000 WALL 0 .417 20 . 500 2204 --------------------- ----------------------------- --------------- F30 20 . 583 5 . 000 WALL 0 . 000 20 . 500 1120 F30 20 . 583 5 . 000 WALL 20 . 167 20 . 500 1120 ---------------- ------------------------------------------------------- F31 20 . 292 5 . 000 WALL 0 . 000 20 . 500 1103 F31 20 .292 3 . 000 Special 20 . 042 20 . 500 1116 ------------------------------------------------------------------------------ F32 20 . 000 3 . 000 Special 0 . 000 20 . 500 1100 F32 20 . 000 3 . 000 Special 19 . 750 20 . 500 1100 -------------------------- ----------------------------------------------------- F33 22 . 531 3 . 000 Special 0 . 000 20 . 500 826 F33 22 . 531 5 . 000 WALL 22 . 115 20 . 500 818 ---------------- - ---- ----------------------------- ----------------------------- F34 22 . 573 3 . 000 Special 0 . 042 20 . 500 727 F34 22 . 573 36 . 000 WALL 19 . 156 20 . 500 1302 F34 22 . 573 5 . 000 WALL 22 . 156 20 . 500 -411 ---------------- --------------------------------------------------------------- F35 19 . 531 3 . 000 Special 0 . 000 20 . 500 716 F35 19 . 531 5 . 000 WALL 19 . 115 20 . 500 708 ------------------------------------------------------------------------------- F36 10 . 740 3 . 000 Special 0 . 000 20 . 500 591 F36 10 . 740 3 . 000 Special 10 .490 20 . 500 591 --------------------- --------- ------------------------------------------------- F37 11 .417 5 . 000 WALL 0 . 000 20 . 500 615 F37 11 .417 3 . 000 Special 11 . 167 20 . 500 628 ---------------- --------------------------------------------- ------------------ F38 13 . 917 5 . 000 WALL 0 . 000 20 . 500 753 F38 13 . 917 5 . 000 WALL 13 . 500 20 . 500 753 ------------- --- --- --------------- ------------- -- -- ---------------------------- F39 13 . 917 5 . 000 WALL 0 . 000 20 . 500 60 F39 13 . 917 162 . 000 WALL 0 .417 20 . 500 1470 ---------------- --------------------------------------------------------------- F40 30 . 323 5 . 000 WALL 0 . 000 20 . 500 686 F40 30 . 323 53 . 000 WALL 13 . 500 20 . 500 1749 F40 30 . 323 51 . 875 WALL 26 . 000 20 . 500 928 ---------------- -- ------------------------------------------------------------- F40A 26 . 417 5 . 000 WALL 0 . 000 20 . 500 1010 F40A 26 . 417 5 . 500 WALL 13 . 500 20 . 500 3079 F40A 26 . 417 5 . 500 WALL 17 . 458 20 . 500 2268 F40A 26 . 417 5 . 000 WALL 26 . 000 20 . 500 842 ------------- - -- -- ---------------------------- - -------------------------------- F41 30 . 323 5 . 000 WALL 0 . 000 20 . 500 664 F41 30 . 323 5 . 500 WALL 13 . 500 20 . 500 1982 - --- - -- -- - --- - ---------- --- F42 31 . 681 3 . 571 WALL 0 . 000 20 . 500 778 F42 31 . 681 5 . 500 WALL 14 . 858 20 . 500 1907 F42 31 . 681 3 . 500 WALL 31 . 389 20 . 500 846 - -- --- -------- ------- ---------- ---------- -------- - -- -- --- - - --- -- ----- -- -------- F43 33 . 681 3 . 500 WALL 0 . 000 20 . 500 883 F43 33 . 681 5 . 500 WALL 16 . 858 20 . 500 2035 F43 33 . 681 3 . 500 WALL 33 . 389 20 . 500 839 --- --------------------------------- -------------- ------ ------- ------ ---------- F44 33 . 823 5 . 000 WALL 0 . 000 20 . 500 835 F44 33 . 823 5 . 500 WALL 17 . 000 20 . 500 2218 F44 33 . 823 3 . 500 WALL 33 . 531 20 . 500 783 ---------------------------------------------------------- - -------------------- F45 32 . 139 7 . 071 WALL 0 . 000 20 . 500 754 F45 32 . 139 5 . 500 WALL 15 .316 20 . 500 2100 F45 32 . 139 3 . 500 WALL 31 . 847 20 . 500 787 ----------------------------------------------------------------------- -------- F46 30 . 608 162 . 918 WALL 0 . 000 20 . 500 6519 F46 30 . 608 7 . 625 WALL 29 . 972 20 . 500 1585 -------------------------------------------------------------------- ----------- F47 17 . 583 7 . 125 WALL 0 . 000 20 . 500 955 F47 17 . 583 7 . 125 WALL 16 . 990 20 . 500 955 ------------------------------------------------- ----- ------------------------- ADJUSTABLE THAITHACTRUSSHANGERS This product is preferable to similar connectors because of a)easier installation, zu ty; _ b)higher loads,c)lower Installed cost,or a combination of these features. I 4�' h The THA series'extra long straps allow full code nailing and can be ' r field-formed to give top flange hanger convenience. MATERIAL:See table. Dome Double r " FINISH:Galvanized.Someroducts available in Z-MAX; P Shear Nailing see Corrosion-Resistance,page 5. prevents tabs 1 P • t�h'for < INSTALLATION:•Use all specified fasteners.See General Notes. breaking off „ t't THAc422 •Two different installation methods may be used: (available on .,J.,. - 2,�2,for . THA422-2 yr Maximum nailing-install all face nails according to the table. some models)" THA4262 ; Nails used for the joist attachment must be driven at an angle U.S.Patent 5,603,580 so that they penetrate through the corner of the joist into the header. r, With single 2x carrying members,use 10dx1 1/2"nails into the carrying member,and 10d or 16d commons into the carried member, Doubles THA29 �1 and use 0.81 of the table value for 18 gauge,and 0.68 of the table Shear value for 16 gauge. Nailing THA Minimum nailing-For the THA29,the minimum nailing schedule Side View requires the use of joist double shear nailing as detailed above, THAC422 and that the strap be field-formed over the header a minimum 4x Nailer 4 Top Nails of 2th".A minimum of four top and four face nails must be used.For all models except the THA29, the minimum nailing schedule may be followed ' where double shear nailing is not possible, ,moi race provided the strap is field-formed over the top Nails of the header a minimum of 11/2"for the THA213 and THA413,and 2"for all others,and a Typical THA29 Minimum in minimum of four top and two face nails are Nailing used.The joist double shear nailing tabs ` 9 Installation are easily straightened so that the nails can Joist Straight Nails be driven straight into the joist. Typical THA Minimum CODES:See page 10 for Code Listing Key Chart. Double Shear Typical THA Installation Nailing Configuration on a Nailing Tap View with a 4x2 floor truss 4x Nailer(except THA29) 04 Dimensions Fasteners' DoigLaroh/Sealb�m Pine r Spruce-Pine•Fir Minimum: Model Down" AlloWable3 oatls Allowable Loads Carried No. Da Carrying ? Carried Avg s'UplfA: Uplift' f Code c Member yy H c - Member Member Ult (�33 l�ioor Snow Roof ljtfn(fa(i$88 Floon Snow i Root Wind 1 Ref. v Top Face ' Straight.] Slant �� g0)� (� �11b), (925) (� 160)` (100) (115);(125),, (133) MINIMUM NAILING-TOP FLANGE I 2x4 THA29 18 1 9x6 5y 4-104' 4�10d _- T4-104 8167 750 2260 2310 2350 2350 750 1740 1785 1815 1h'; 2X6 THA213 18 1 13 5y 4-10d:2-14d I4-104x1 - 5343 >' 1515 `31}15: 1615'=4815 - 1280 1280 1280 1280' j .4: 2x6 THA218 18' 1 17 76 5x2 ,4-104 2-10d'4-10dx1Y - 5343 t .-- 1615`x.1615 3815. 1 *5.I - 3280 >1280 1280 280` 1,84 4 _J2)2x10 THA218 2 16 3y 17�,& 8 4-16d 2-16d 6-16dx2 2 - 5085_- 1635 1635 1635_!635 - 1465 1465 1465 �E j (2)2x10 1 THAM-27 16 l 3ye if 22x6 8 4-16d 2-16d 6 16dx2y - 5085 1635 1635 1635 'C , - 1465 1465 1465 4 i5 t 46 THA413 18 3/ 13X6 4y 4-1 Od 2-10d 4-10d J - 5343 1615 1615 1615 '61,5 - 1280_1 1280 1280 8o 4x10 THA418 1163/ 17/� 7/6 4-164 2-16d 6-16d 5085 1635 1635 1635 ' '1t 15 - 1465 x1465 1465 - — -- - - — - 4x10 THAC418 16' 35/ 17y 7/ 14-16d 2-16d 6-16d - 5085 - 1635 163511635 1635 - 1465 1465 1465 1165 170 � Z 4x2truss THA422 16 3/ 1 22 f Tj 1 4-164 2-164 6-164 - 5085 - 1635 1635 1635 16 35 - 1465 1465 1465 46 1,84 0 02tCUSS THA422 16' 3 22 716 4 164';2-16d. 8164 5085 ;,a -� 3 435' 183T� ��'. 1466 1465f 1465 14 w 4x2t[uss THA422 14 3 267rj 4-16di4-164 :6-164 = 872D 2425 2425 3425 ; 1940 1940! 1940 1940 4x2truss THAC426, _(4,,36� 2fi, N 4 164 '4-164 6 164 _.-�, 8720 _ 2425 2425 2425 -tai a = 1940 9940 11940 ;940 (2)4x2truss,THA422-2 14 7x4 22'ys 9% 1 4-164 4-16d 6-16d - 8727 - 2810 28101 2810 2810 - 2260 2260 2260 2�>60 170 _(2)4x2truss(THAC422 2 14 7y 2 7) 4-16d.4-16d 6-16d 8727 1 2810 2810 2810 xa / 4-16d;4-164 6-164 1, - 8727 - {2810 2810 2810 �8'U - 2260 2260 2260 2260 ??E�0 0 �4x2t( 2260 2260 russ THA422 2 4 7y4 26v 93 4 16d 4-16d 6-16d - 8727 - 2810 28101 2810!2810 2260 12260 2260 22601 2 4x2truss'THAC42621!14; 7Y 26ve N_i MAXIMUM NAILING-ALL NAIL HOLES FILLED 2x4 THA29 18' 1% 1 97 1 5e 16-10d 4-10d 8250 750 2125 2310 2350 1350750 17401 1785 1815 18"5 L 2x6 THA213 18 1?q 13 6: SYx. 14-904 4 7983 930 1795 1840' 18713 tfs7t3 '780 1385 1425, 1450 450 u 2x6 THA21$ 18 1 13 5y 18-10d� �4-10d 9120,,,L,9,30,1 1795. 1840; 1870 .13F(1 780 1385 3425' 1450 14° 2)2x10 �THA222-2 16 3 e 22x4 8 - 22-164 - 6-164 13067 1550 3510 3595 3650{? 1355 2705 _2385 2740 2820 1,84 16-16d 6-16d 830 3050 i 3050 (4x6 THA413 1181 3Y 113'x6 4 , L14(',0_780--1 2775'2820 & o __2 2x10 'THA218 2 16 3� 16 Y2,i.-.. - 14-104 44-104 79830 9300 111 ?940 2235 2400 ;S�` 7805 1660 _1_910 t 2075 l -- 4x10 THA418 16 33; 17y �7/ 16-16d' - 6-16d 11500 1550 j2830 3050 3050 ',C 1355 2385 2740 2980 -_ -10 A4 1 — -- -- - - - 4x10 ITHAC418 16 33; 17y2 7% ! 16-16d - 6-16d 11500 1550 2830 3050 3050 3, 135.5 2385(2 740 2_9.8.0 176 ' --- 4x2truss (THA422 161 36 t - 22 72/6 22-164 6-164 13067. 1550 13630 40909 0 4145 , 5 1355 3075 3145 3195 1 '5 1,84 4x2truss THAG472 16 3 2 72 - 122-364 6-164 13067(-1550 `36304090' 414514355 3075 3145 3195 �1'-r -4x2 truss THA422 14' 3 26 771 630-164 - B 164 14836 1715 4020 4825:' 4658:'455'1' 1355 3480 4000;4030}411,0 170 44trgss THAC426 14 3 _-267216 3p-164 _..- 6-164 14836„-1715„41)20_4625 4655 'as.;1355_ 34_80 4080`_4030 4030 (2)4x2truSs,THA4222 14 7y4 22x6 9� - 30-164 - 6-164 18283 1715 4720 5430 5525 r. 5 1395 402514420 4420 0 _(2)4x2truss THAC422 2 141 7y 2y�fi� 9y j - 30-164 I6-16d 18283 1715 1 4720 5430 5525 ':. 5 13954025 4420 4420 27 -- -- (2)4x2truss iTHA426 2 r 14 7, 26x6 9); 38-16d - 6-16d 18283 1715 E 4695 4695 4695 i 46951395 3255! 3255 3255 11,5 L_-xfi Vii' - - (�Qx2truss(THAC426 2.14 7t 26 9� 1 38-16d - 6-16d 18283 1715 4695 4695 4695 l 6 S 1395 3255 r 3255 : 3255 1.16d sinkers may be used to replace 16d commons at 0.85 of table load. 3.Wind(133)is a download rating. 2.Uplift has been increased 33%and 60%for earthquake or wind loading with 4.160%uplift load for THA422-2 and THAC422-2 is 2060 lbs. 108 no further increase allowed,reduce where other loads govern. HEAVYDU GLTV/HGLTVHANCERS TY p GLTV and HGLTV hangers are designed for use with structural MIN�•�`2�- composite lumber headers,and may take heavy loads.The top flange �10 H N�O`Nt ,-A nails are sized and specifically located to prevent degradation of the header due to splitting of laminations. For heavy loads with a face-mount application,see the HGUS series. 1 " MATERIAL:Top flange-3 gauge;Stirrups-7 gauge (2�. FINISH:Simpson gray paint HGLTV pALLOWABLE LOADS:•For hanger heights exceeding the joist height, the allowable load is 0.50 of the table load. t (GLTV similar) INSTALLATION:•Use all specified fasteners.Verify that the header " = can take the required fasteners specified in the table. v •This series may be used for weld-on applications.Minimum required weld is a 3/16"x 21/2"fillet weld at each end of the top flange for GLTV,and a 114"x 21/2"fillet weld at each end of the top {; flange for HGLTV.Weld-on applications produce maximum loadse listed.Uplift loads do not apply to this application. "'�\`i ,V w •Web stiffeners are required with 1-joists using this hanger style. Flatten edge of header c •GLTV may be installed air a nailer and ledger;HGLTV may to match top flange Q he installed an a ledger only. Nailers and ledgers must be a radius. cminimum of 4x lumber to guarantee the load values given in the v tables.Thinner lumber or laminated veneer lumber used as a nailer must be evaluated by the building designer. w OPTIONS:•Hot-dipped galvanized:specify HDG. y •See Hanger Options,page 158. yCODES:See page 10 for Code Listing Key Chart. ob °o Model T Fasteners Down _Allowable Loads 3 No. Avg Ult Uplift Uplift OF/SP a Code w Top Face Joist OF/SP s PSL LSO q fAP, SPF Ref. —— (T83) (160) LVL y GLTV series 4-16d 6-16d 6-16d 24450 1370 11640 7500 7400 5750 17000 4260 HGLTV series 6-16d 12-16d 6-16d 22167 1370 1640 10500 7800 9000 8&6� 6690 7,90 -- v 1.Uplift loads have been increased 33%and 60%for 3.if header is multiple plies of 13/4 the PSL allowable load is 6000 lbs. wind or earthquake loading with no further increase 4.HGLTV at maximum allowable load may have greater than%"deflection. Typical GLTV allowed.Divide by 1.33 and 1.60 for normal 5.Applies to LVL headers made primarily from Douglas Fir or Southern Installation loading such as in cantilever construction. Pine.For LVL made primarily from Spruce Pine Fir or similar less 2.Uplift loads only apply when"H"is 28"or less. dense veneers,use the values found in the SPF column. • HIGH CAPACITYHANGER This product is preferable to similar connectors because of a)easier installation, b)higher loads,c)lower installed cost,or a combination of these features. t8' EGO hanger is a high capacity top flange connector designed for use , with Structural Composite Lumber beams. It utilizes Simpson Strong-Drive =" z screws to make installation fast and easy with no drilling required. i o Available in standard SCL widths and made to specified heights. i SDS screws are included. I Z MATERIAL:Top flange-3 gauge;Stirrups-7 gauge FINISH:Simpson gray paint H Z Z INSTALLATION:•Use all specified fasteners.See General Notes. �� •Install with Simpson code recognized SDS1/4x3 wood screws, which are provided with the EGO. (Lag screws will not achieve the same load.) •All multiple members must be fastened together to act as a ` single unit. Flatten edge of •Multiple member headers may require additional fasteners at EGO header to match top o hanger locations.Quantity and location to be determined by flange radius. o designer.See SDS section for additional information,and SDS screws applications. CODES:See page 10 for Code Listing Key Chart. Joist or Dimensions Fasteners Allowable Loads Model Purlin Down Code No. Size W' Min H Header Joist Avg Ult (OF/SP) PSL Ref. e EGQ3.62 31/2 35/e 111/4 28-SDS1Ax3 12-SDSY4x3 59595 19800 18680 EGQ5.5 51/2 51/2 11x/4 28-SDS'/4x3 12-SDSY4x3' 59595 19800 18680 160 g EG0 7.25 7 71/4 111/4 28-SDS'/4x3 12-SDSY4x3 59595 19800 18680 car 1.Loads are based on 750 psi wood bearing for SCL 2."Min H"is the minimum H dimension that may be specified. Typical EGD 82 Installation 4 � m N n ® '---�-FrT-------------r� • • • IVI r---I • --�i� L-------------- z C 7 ZJ ^]N C O z 3 3 V o a .1, zC n� ozX OCD �m -3 �,� �� z v --33 C'"3 -_-3a y 0 no a ?v z C-- 1/5 C7\ 0 O .4.OZX cv C'1 x a zX cn LT'� Y p z C L p E �A=3 Cn�; a zn a d Vl z 9 VJ om�z�� n > o xo cn oa z% rC O z c y ^< C p vCi Fin Z[/J CCDb z Z'o-g N z in -3 _ xo a N o M z -1 0 1V co 70 a z x -3 9 W C'1 O Lr"' Cil z� L-+ a n Aon z d\ C da mon p�oo�x N '-3 �• .� � C a z 00 -3.'17 2za� = O cr 'D O z Hs'g sgm��x x aCg n z r mmo �dx•-�, x a c 3A6oAnNoy z Iq 1a L g< �JCna vJzoa z � M "V b n z n La u z--3 '-3 na C'14 ✓� • _ N f z `3 ray T� L'Ja �0 �0R7C '. m n Ln [� z C14d y ? o x F j� C z m • N N N W w ? Z -- N N N W z d x C x n m ✓� o m y o w N a: o a w rn o 4 o U M z D A o n n n 0 0 0 0 t7 C7 r Y w W w w w w m ,Op p r r r r D I i D C7 'D z o 0 0 o c o a c ED o 0 0 o c o a c �- L) Z a' �' m m a w z zZz� a�71 n � • z zrjo N uC7 > > C-3 CA � My xL7['9 � N C cn a CD a ^3 ... LTJ Z .� ..r d x •� C'`3�J ' x y .`C�7 O N .A Q� CD O O N .A Q� CA O a C'7 CD 'z[s]14 cz, av z a z v �-3 UOK n n d z a 14 S N N O n� CzgO(aj xy " O m to N z C7 o � 0 80, E BC CALC®9.1 DESIGN REPORT - US Monday,June 13,2005 18:39 Double 1 3/4" x 24" VERSA-LAM®3100 SP File Name: 55009.BCC : BM-09 Job Name: 55183 Description: Address: Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc: & t: BO LL 1366 lbs 6 LL 1366lbs DL 637 lbs DL 1391 lbs RLL 66 lbs RLL 966 lbs Total of Horizontal Design Spans=05-11-04 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 05-11-04 Live 40 psf 11-06-00 100% Member Type: Floor Beam Dead 15 psf 11-06-00 90% Number of Spans: 1 2 Conc.Pt. Left 05-06-00 05-06-00 Roof Live 1032 lbs n/a 125% Left Cantilever: No Dead 864 lbs n/a 90% Right Cantilever: No Controls Summary Slope: Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 3057 ft-lbs 3.8% 100% 1 1 -internal End Shear -690 lbs 4.3% 100% 1 1 -Right Total Load Defl. L/27845(0.003") 1.3% 4 1 Disclosure Live Load Defl. U40728(0.002") 0.9% 4 1 The completeness and accuracy of Span/Depth 3.0 n/a 1 the input must be verified by anyone who would rely on the output as Notes evidence of suitability for a Design meets User specified(0360)Total load deflection criteria. particular application. The output Design meets Code minimum(U360)Live load deflection criteria. above is based upon building Minimum bearing length for BO is 1-1/2". code-accepted design properties Minimum bearing length for B1 is 1-1/2". and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing of BOISE engineered wood products must be in accordance Connection Diagram with the current Installation Guide Consult project design professional of record or BOISE technical representative for connection design and the applicable building codes. Member has no side loads. To obtain an Installation Guide or if Concentrated loads are not considered in side load analysis, you have any questions,please call (800)232-0788 before beginning Connectors are: 16d Sinker Nails product installation. BC CALC®,BC FRAMER®, BCI®, a minimum=2" b —d— BC RIM BOARD-,BC OSB RIM b minimum=3" BOARD-,BOISE GLULAM- c=6-5/8" a d= 12" -- • • • VERSA-LAM®,VERSA-RIM®, T c VERSA-RIM PLUS®, . • VERSA-STRAND T"" VERSA-STUD®,ALLJOIST®and i ' • • AJ ST"are trademarks of i Boise Cascade Corporation. a Page 1 of 1 130ftE BC CALC®9.1 DESIGN REPORT - US Monday,June 13,2005 18:39 Double 1 3/4" X 24" VERSA-LAM(g)3100 SP File Name: 55009.BCC: BM-10 Job Name: 55183 Description: Address: Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc: \27 37 V47 I=[ ' L L1In]-ILEL1T LTTTTI BO 61 LL 886 lbs LL 931 lbs DL 851 lbs RLL 253 lbs DL 1134 lbs RLL 578 lbs Total of Horizontal Design Spans=22-06-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 22-06-08 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 1 2 Conc. Pt. Left 11-07-12 11-07-12 Live 1366 lbs n/a 100% Left Cantilever: No Dead 620 lbs n/a 90% Right Cantilever: No Roof Live 66 lbs n/a 125% 3 Conc.Pt. Left 15-04-00 15-04-00 Roof Live 564 lbs n/a 125% Slope: Dead 563 lbs n/a 90% 4 Conc. Pt. Left 18-00-00 18-00-00 Roof Live 201 lbs n/a 125% Dead 100 lbs n/a 90% Disclosure Controls Summary The completeness and accuracy of Control Type Value %Allowable Duration Load Case Span Location the input must be verified by anyone Pos.Moment 16754 ft-lbs 20.8% 100% 1 1 -Internal who would rely on the output as Neg.Moment -0 ft-lbs n/a 125% 55 1 -Right evidence of suitability for a End Shear -2537 lbs 12.5% 125% 4 1 -Right particular application. The output Total Load Defl. U1363(0.198") 26.4% 4 1 above is based upon building Live Load Defl. U2304(0.117") 15.6% 4 1 code-accepted design properties Span/Depth 11.3 n/a 1 and analysis methods. Installation of BOISE engineered wood Notes products must be in accordance Design meets User specified(U360)Total load deflection criteria. with the current Installation Guide Design meets Code minimum(U360)Live load deflection criteria. and the applicable building codes. Minimum bearing length for BO is 1-1/2". To obtain an Installation Guide or if Minimum bearing length for B1 is 1-1/2". you have any questions, please call Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing (800)232-0788 before beginning product installation. Connection Diagram BC CALCO,BC FRAMER@, BCI@, Consult project design professional of record or BOISE technical representative for connection design BC RIM BOARD T"' BC OSB RIM Member has no side loads. BOARDTm,BOISE GLULAMTm, Concentrated loads are not considered in side load analysis. VERSA-LAM@,VERSA-RIM@, Connectors are: 16d Sinker Nails VERSA-RIM PLUS@, VERSA-STRANDT'^ a minimum=2" VERSA-STUD@,ALLJOISTO and " b --d - AJST'"are trademarks of b minimum=3 f- Boise Cascade Corporation. c=6-5/8" a T c a Page 1 of 1 BOISE'. BC CALC®9.1 DESIGN REPORT- US Monday,June 13,2005 19:05 Double 1 314" x 24" VERSA-LAM®3100 SP File Name: 55009.BCC :BM-11 Job Name: 55183 Description: Address: Specifier: City,State,Zip:, Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc: n �47 A-1 11= r � � � T BO B1 LL 886 lbs LL 931 lbs DL 1204 lbs DL 1532 lbs RLL 657 lbs RLL 974 lbs Total of Horizontal Design Spans=22-06-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 22-06-08 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 1 2 Conc. Pt. Left 11-07-12 11-07-12 Live 1366 lbs n/a 100% Left Cantilever: No Dead 1373 lbs n/a 90% Right Cantilever: No Roof Live 966 lbs n/a 125% 3 Conc. Pt. Left 15-04-00 15-04-00 Roof Live 478 lbs n/a 125% Slope: Dead 477 lbs n/a 90% 4 Conc. Pt. Left 18-00-00 18-00-00 Roof Live 187 lbs n/a 125% Dead 185 lbs n/a 90% Disclosure Controls Summary The completeness and accuracy of Control Type Value %Allowable Duration Load Case Span Location the input must be verified by anyone Pos. Moment 28527 ft-lbs 28.4% 125% 55 1 -Internal who would rely on the output as Neg. Moment -0 ft-lbs n/a 125% 55 1 -Right evidence of suitability for a End Shear -3331 lbs 16.4% 125% 4 1 -Right particular application. The output Total Load Defl. U975(0.278") 36.9% 4 1 above is based upon building Live Load Defl. U1698(0.159") 21.2% 55 1 code-accepted design properties Span/Depth 11.3 n/a 1 and analysis methods. Installation of BOISE engineered wood Notes products must be in accordance Design meets User specified(0360)Total load deflection criteria. with the current Installation Guide Design meets Code minimum(0360)Live load deflection criteria. and the applicable building codes. Minimum bearing length for BO is 1-1/2". To obtain an Installation Guide or if Minimum bearing length for B1 is 1-1/2". you have any questions,please call Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+ 1/2 intermediate bearing (800)232-0788 before beginning product installation. Connection Diagram BC CALC@,BC FRAMER@, BCI@, Consult project design professional of record or BOISE technical representative for connection design BC RIM BOARD TM BC OSB RIM Member has no side loads. BOARDTm,BOISE GLULAMTm, Concentrated loads are not considered in side load analysis. VERSA-LAM@,VERSA-RIM@, Connectors are: 16d Sinker Nails VERSA-RIM PLUS@, VERSA-STRANDTm, VERSA-STUD@,ALLJOIST@ and a minimum=2" b —d AJSTm are trademarks of b minimum=3" Boise Cascade Corporation. c= a _ • • d= 1 122"" c a Page 1 of 1 BOISEBC CALCO 9.1 DESIGN REPORT - US Monday,June 13,2005 18:39 Triple 1 3/4" x 24" VERSA-LAMO 3100 SP File Name: 55009.BCC : BM-12 Job Name: 55183 Description: Address: Specifier: City,State,Zip:, Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512,NER 629 Misc: \5/ X27 3 �61 BO 61 LL 5033 lbs LL 4974 lbs DL 5358 lbs DL 5177 lbs RLL 3172 lbs RLL 3042 lbs Total of Horizontal Design Spans=20-01-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 20-01-00 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 1 2 Conc. Pt. Left 05-03-08 05-03-08 Live 931 lbs n/a 100% Left Cantilever: No Dead 1134 lbs n/a 90% Right Cantilever: No Roof Live 578 lbs n/a 125% 3 Conc.Pt. Left 11-06-04 11-06-04 Live 931 lbs n/a 100% Slope: Dead 1799 lbs n/a 90% Roof Live 974 lbs n/a 125% 4 Unf.Area Left 05-03-08 11-06-04 Live 40 psf 05-06-00 100% Dead 15 psf 05-06-00 90% Disclosure 5 Conc.Pt. Left 05-03-08 05-03-08 Roof Live 2331 lbs n/a 125% The completeness and accuracy of Dead 1918 lbs n/a 90% the input must be verified by anyone 6 Conc. Pt. Left 14-09-08 14-09-08 Roof Live 2331 lbs n/a 125% who would rely on the output as Dead 1918 lbs n/a 90% evidence of suitability for a 7 Unf.Area Left 00-00-00 05-03-08 Live 40 psf 11-06-00 100% particular application. The output Dead 15 psf 11-06-00 90% above is based upon building 8 Unf.Area Left 11-06-04 20-01-00 Live 40 psf 11-06-00 100% code-accepted design properties Dead 15 psf 11-06-00 90% and analysis methods. Installation of BOISE engineered wood Controls Summary products must be in accordance Control Type Value %Allowable Duration Load Case Span Location with the current Installation Guide Pos.Moment 73571 ft-lbs 48.8% 125% 4 1 -Internal and the applicable building codes. Neg. Moment -0 ft-lbs n/a 100% 1 1 -Right To obtain an Installation Guide or if End Shear 12121 lbs 39.8% 125% 4 1 -Left you have any questions,please call Total Load Defl. U543(0.444") 66.3% 4 1 (800)232-0788 before beginning Live Load Defl. U916(0.263") 39.3% 4 1 product installation. Span/Depth 10.0 n/a 1 BC CALM BC FRAMER@, BCI@, Notes BC RIM BOARD Tm,BC OSB RIM Design meets User specified(U360)Total load deflection criteria. BOARDTm,BOISE GLULAMTm, Design meets Code minimum(L/360)Live load deflection criteria. VERSA-LAM@,VERSA-RIM@, Minimum bearing length for BO is 3". VERSA-RIM PLUS@, Minimum bearing length for B1 is 3". VERSA-STRANDTm, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+112 intermediate bearing VERSA-STUD@,ALLJOISTO and AJSI"are trademarks of Boise Cascade Corporation. Page 1 of 2 BC CALC®9.1 DESIGN REPORT - US Monday,June 13,2005 18:39 BOISE' Triple 1 3/4" x 24" VERSA-LAM®3100 SP File Name: 55009.BCC: BM-12 Job Name: 55183 Description: Address: Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512,NER 629 Misc: Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Nailing schedule applies to both sides of the member. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails a minimum=2" ib d b minimum=3" c=6-5/8" a— d= 12" d= 12" �— c e minimum=3" o o o o o e Page 2 of 2 - BC CALC@ 9'1 DESIGN REPORT - US Monday,June 1a.z00s1e:ze Double 1 3/4,' x 24" VE3100 SP Fi|owmme: 55009.aCC:BM-13 Job Name: 55183 Description: Address: Specifier: City,State,Zip . R|CHARDT|NGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Cod |C8D5512 NERO29 oo 81 uOoo9lbs LL1orrlbs DLs8nylbs oL17cVlbs RLL z20Olbs RLL a7slbs Total ofHorizontal Design Spans=xo-0s*o General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trilb. Dur. 1 Standard Load Unf.Area Left 00-00-00 25-06-00 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 1 2 Unf.Lin. Left 00-00-00 05-08-00 Live 90 plf n/a 100% Left Cantilever: No Dead 120 plf n/a 90% Right Cantilever: No 3 Conc. Pt. Left 05-08-00 05-08-00 Live 4974 lbs n/a 100% Dead 5177 lbs n/a 90% Slope: Roof Live 3042 lbs n/a 125% 4 Unf.Area Left 00-00-00 05-08-00 Live 40 psf 10-04-00 100% Dead 15 psf 10-04-00 90% w"sppsun, Controls Summary The completeness and accuracy of Control Type Value %/Q|mwab|a Duration Load Case Span Location the input must boverified byanyone poo.Moment 57310M'|bs 71.3.& 100& 1 1 'Internal who would rely nnthe output as Nog. Moment '0ft'|bx ma 125% 4 1 -Right evidence nfsuitability for o End Shear 10748 lbs 062% 100Y6 1 1 Left particular application. The output Total Loud DoO. U389(0.786") 92.5% 4 1 above iubased upon building Live Load Do0 U652(0.469") 55.2% 4 1 code-accepted di rti Span/Depth 12.8 n/a 1 and analysis methods. Installation mBOISE engineered wood Notes products must boinaccordance Design meets User specified(U30O)Total load deflection criteria. with the current Installation Guide Design meets Code minimum(U35O)Live load deflection criteria. and the applicable building codes. Minimum bearing length for BUio5" Toobtain anInstallation Guide n,if Minimum bearing length for B1in1'1/2^ you have any questions,please call Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+1/2 intermediate bearing (0OU)232'U7O0before beginning product installation. Connection Diagram oCCxLC@BCrR�ms�� 8C|�� Consult pn�o�design pm�noiona|ofmoondnrB0SEtechnical epmoontaUvofor connn�iondesign ' ' ' Member has noside loads. nCRIM aOxeo`° aCOsaR|m ' Cnnoomnovod|oauso,enc^nnnoiuemdinside load analysis. BOAnoT°.BOISE GLULAM`". VERSA'LAWVER��R|�� ' ' Connectors are: 10dSinker Nails VERG4'R|MPLUS@. VER8A'GTRAND"° ' aminimum~z' VERSA-STu0@ALLJ0|GT�and ' bminimum=3" y_ / AJ8� are trademarks of | . 8o�oCascade c=O'50''Corporation. d=12^ - U � Page 1 of 1 130i.%E" BC CALL®9.1 DESIGN REPORT- US Monday,June 13,2005 18:39 Double 1 3/4" x 24" VERSA-LAM(g)3100 SP File Name: 55009.13CC:BM-14 Job Name: 55183 Description: Address: Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc: 4 Ak 10-00-12 A6. 25-03-04 Ak BO B1 B2 LL 2446 lbs LL 12193 lbs LL 875 lbs DL 0 lbs DL 10223 lbs DL 924 lbs RLL 3690 lbs RLL 341 lbs Total of Horizontal Design Spans=35-04-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 35-04-00 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 2 2 Unf.Area Left 00-00-00 15-06-00 Live 40 psf 10-04-00 100% Left Cantilever: No Dead 15 psf 10-04-00 90% Right Cantilever: No 3 Unf.Lin. Left 00-00-00 15-06-00 Live 90 plf n/a 100% Dead 120 plf n/a 90% Slope: 4 Conc. Pt. Left 15-06-00 15-06-00 Live 5033 lbs n/a 100% Dead 5358lbs n/a 90% Roof Live 3172 lbs n/a 125% Disclosure Controls Summary The completeness and accuracy of Control Type Value %Allowable Duration Load Case Span Location the input must be verified by anyone Pos.Moment 32363 ft-lbs 32.2% 125% 56 2-Internal who would rely on the output as Neg.Moment -40766 ft-lbs 50.7% 100% 1 2-Left evidence of suitability for a End Shear -3817 lbs 18.8% 125% 56 1 -Left particular application. The output Cont. Shear 12411 lbs 76.4% 100% 1 2-Left above is based upon building Uplift 3182 lbs n/a 56 1 -Left code-accepted design properties Total Load Defl. U888(0.342-) 40.6% 56 2 and analysis methods. Installation Live Load Defl. U1463(0.207") 24.6% 56 2 of BOISE engineered wood Total Neg. Defl. -0.058" 11.5% 56 1 products must be in accordance Span/Depth 12.6 n/a 2 with the current Installation Guide and the applicable building codes. Cautions To obtain an Installation Guide or if Uplift of 3182 lbs found at span 1 -Left. you have any questions, please call (800)232-0788 before beginning Notes product installation. Design meets User specified(L/360)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. BC CALC@,BC FRAMER@, BCI®, Minimum bearing length for BO is 1-1/2". BC RIM BOARD"-,BC OSB I Minimum bearing length for B1 is 8-3/4". BOARDTm,BOISE GLULAMTm, Minimum bearing length for B2 is 1-1/2". VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+1/2 intermediate bearing VERSA-STRAND', VERSA-STUD@),ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 2 ktOiSE- BC CALC®9.1 DESIGN REPORT- US Monday,June 13,2005 18:39 Double 1 3/4" x 24" VERSA-LAM(E)3100 SP File Name: 55009.BCC: BM-14 Job Name: 55183 Description: Address: Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails a minimum=2" b minimum=3" � b c=6-5/8" a d=12" • • • C a Page 2 of 2 BOhSE'- BC CALL®9.1 DESIGN REPORT - US Monday,June 13,2005 18:39 Double 1 3/4" x 24" VERSA-LAM(E) 3100 SP File Name: 55009.BCC : BM-15 Job Name: 55183 Description: Address: Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc: 2 3 7 7777777777777 ITITTTI-I-TTI-I IT�TrT1 i�rTm-1 rrTr�Tr��1�TIT1�lIT 1;ITT�T rx 16-07-12 13-09-04 BO B1 B2 LL 1099 lbs LL 3191 lbs LL 833 lbs DL 610 lbs DL 2008 lbs DL 385 lbs Total of Horizontal Design Spans=30-05-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 30-05-00 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 2 2 Conc.Pt. Left 07-03-02 07-03-02 Live 2044 lbs n/a 100% Left Cantilever: No Dead 1028 lbs n/a 90% Right Cantilever: No 3 Conc.Pt. Left 22-07-10 22-07-10 Live 2044 lbs n/a 100% Slope: Dead 1028 lbs n/a 90% Controls Summary Control Type Value %Allowable Duration Load Case Span Location Pos.Moment 11043 ft-lbs 13.7% 100% 14 1 -Internal Disclosure Neg.Moment -10143 ft-lbs 12.6% 100% 1 2-Left The completeness and accuracy of End Shear 1602 lbs 9.9% 100% 14 1 -Left the input must be verified by anyone Cont.Shear 2715 lbs 16.7% 100% 1 2-Left who would rely on the output as Total Load Defl. U4357(0.046") 8.3% 14 1 evidence of suitability for a Live Load Defl. U6215(0.032") 5.8% 14 1 particular application. The output Total Neg. Defl. -0.006" 1.2% 14 2 above is based upon building Span/Depth 8.3 n/a 1 code-accepted design properties and analysis methods. Installation Notes of BOISE engineered wood Design meets User specified(U360)Total load deflection criteria. products must be in accordance Design meets Code minimum(U360)Live load deflection criteria. with the current Installation Guide Minimum bearing length for BO is 1-1/2". and the applicable building codes. Minimum bearing length for B1 is 3". To obtain an Installation Guide or if Minimum bearing length for B2 is 1-1/2". you have any questions, please call Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing (800)232-0788 before beginning product installation. Connection Diagram BC CALC@,BC FRAMER@,BCI@, Consult project design professional of record or BOISE technical representative for connection design BC RIM BOARDTm,BC OSB RIM Member has no side loads. BOARDTm,BOISE GLULAMTm, Concentrated loads are not considered in side load analysis. VERSA-LAM@,VERSA-RIM@, Connectors are: 16d Sinker Nails VERSA-RIM PLUS@, VERSA-STRANDT" VERSA-STUD@,ALLJOISTO and a minimum=2" b _,. t F__d AJSTm are trademarks of b minimum=3" Boise Cascade Corporation. c=6 5/8" a d= 12" — • • • c a Page 1 of 1 BC CALL®9.1 DESIGN REPORT - US Monday,June 13,2005 18:39 BOISE" Double 1 3/4" x 24" VERSA-LAM®3100 SP File Name: 55009.BCC :BM-16 Job Name: 55183 Description: Address: Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc 2 3 777 �T� �TIII111iTIf11I�� 11111111111111 17-03-04 16-07-12 B2 BO LL 3396 lbs LL 665 lbs LL 1121 lbs DL 581 lbs DL 2155 lbs DL 377 lbs Total of Horizontal Design Spans=33-11-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 33-11-00 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 2 2 Conc.Pt. Left 07-03-02 07-03-02 Live 2044 lbs n/a 100% Left Cantilever: No Dead 1028 lbs n/a 90% Right Cantilever: No 3 Conc.Pt. Left 22-07-10 22-07-10 Live 2044 lbs n/a 100% Dead 1028 lbs n/a 90% Slope: Controls Summary Control Type Value %Allowable Duration Load Case Span Location Pos.Moment 10996 ft-lbs 13.7% 100% 14 1 -Internal Disclosure Neg.Moment -11331 ft-lbs 14.1% 100% 1 1 -Right The completeness and accuracy of End Shear 1596 lbs 9.8% 100% 14 1 -Left the input must be verified by anyone Cont.Shear 2994 lbs 18.4% 100% 1 2-Left who would rely on the output as Total Load Defl. U4393(0.045") 8.2% 14 1 evidence of suitability for a Live Load Defl. U5975(0.033") 6.0% 14 1 particular application. The output Total Neg.Defl. -0.008" 1.5% 16 1 above is based upon building Span/Depth 8.6 n/a 2 code-accepted design properties and analysis methods. Installation Notes of BOISE engineered wood Design meets User specified(U360)Total load deflection criteria. products must be in accordance Design meets Code minimum(L/360)Live load deflection criteria. with the current Installation Guide Minimum bearing length for BO is 1-112". and the applicable building codes. Minimum bearing length for B1 is 3". To obtain an Installation Guide or if Minimum bearing length for B2 is 1-1/2". you have any questions,please call Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing (800)232-0788 before beginning product installation. Connection Diagram BC CALC®,BC FRAMERO,BCI®, Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. BC RIM BOARDTm,BC OSB RIM Concentrated loads are not considered in side load analysis. 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III w = x O • O n:� < w a III J m c o Z J * N m• " N p a p LOa 'J�•O � >< cn c n I x o �- 17 >< o cn ..... ••C -< � N III x f a ID A w11 w . III f N Z A c (,n LTI x S O N c C CD Vn C7 C7 m D :�D —1 r- z D a p c� .� '• A o o J o m O N A ~ OU, (J1 O O m O C=) O O O O O Ov, W u w C/) (n C/) C/) (nco o T T T T T (S1 .- 3 N C— TJ Ln O z mc-) 7 D m L rn -- T 3 z m M a o � n � v) C-) C/, W z � w r ti to cn N O ` W Z oo r+ r r n n o m A>< o A x xx x N 7a W O a cTi X n, > W X oO�r o C)C) X A _ x w w III C XO � X I w > ID N W W W W C 3 > _ - A_ x x .-. 2z III X A > O A n -- _ Li III X m z + W W Z N n -I r� A -D A XCD cn cn� - _ A < w III X A W A = o o x x A A � til C) X III A W R x III X C N W X N III a, C7 e �. X III D C v A = w c •� ••./� - X N N • V Cl) W z .� * *y ►T: x III C Zj X O F coA W ? N III III o ••� A £ a rD jl X x r N O U7 W -i -� cTl O T x - y c� l• r o a r .� -o �-* O N CL z n rD A cn O cn O O -p n O O O O O O ;--. 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N IIIm X N F X to •, '7, cWn A r� A o cn n ............. •• •C = = cn E n to 0 >< r N Z � L OC O C) C-) C') n m O O n D :do r- o III 3 � r z ID o a p n o Ln o u, o o o li x 0 0 0 0 CD n a o v v o 0 C/1) C/) C/) Cn N N w CT 3 C- Cl) ,o 'rn n 7o D rn z rn o o � -n m r3 z m m rD N 3 n W cn ' w C), CD m N CT O W .p r o i--• v K In i �v L cn cn L') N O v c O o cn v m � 3 (fl F- 0 04a C = � V) () a � a a. o U N c s a. a 00 ., 0 a 0 � 0 = a N N N x uj t = a; Q' N U- W C o W F- U O Z 4 � v,m VyG p = oma) '' U) O > ul N C � � N C wZ O J Z U < V 0 LJ 00 O fl- LL_ ''- ,� J N = O L uJ LL C = v ; OT U) T U- L; LO l0Q Z (A CL cn ZV 0 i LO C V ?� V - N C14v O " O 6 (h z J a. = a v C LL. O J rn v = f- Z (D -� N M CC) (1) Q r N O C (n LD H1 O CL O Z3 N O (0 Q L V W V a N Q _ ~ N .� m NO N (0 p. O (n Q J f1 0 = U O D to Q Q F-- 2 Q * N SUPPORT REPORT JOB DESCRIPTION: 55009B WIND CODE: N/A WIND MPH: N/A BLDG TYPE: N/A TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT . REACT. MAX WIND DESC SPAN-ft SIZE-in. TYPE XLOC-ft . YLOC-ft . MAX.+# MAX• -# UPLFT . -# -------------- F26 25 .417 5 . 000 WALL 0 . 000 20 . 500 41 F26 25 .417 295 . 000 WALL 0 .417 20 . 500 1782 F26 25 .417 5 . 000 WALL 25 . 000 20 . 500 41 ----------- ----- -------- ------------------------ ----- F27 25 .417 5 . 000 WALL 0 . 000 20 . 500 924 F27 25 .417 5 . 000 WALL 25 . 000 20 . 500 924 ---------------- -------- -------------------------------- F28 25 .417 5 . 000 WALL 0 . 000 20 . 500 924 F28 25 .417 5 . 000 WALL 25 . 000 20 . 500 924 ------------------------------------------------------------- F29 20 . 583 5 . 000 WALL 0 . 000 20 . 500 61 F29 20 . 583 242 . 000 WALL 0 .417 20 . 500 2204 ------------------------------------------------------------------- F30 20 . 583 5 . 000 WALL 0 . 000 20 . 500 1120 F30 20 . 583 5 . 000 WALL 20 . 167 20 . 500 1120 ---------------- --- ---------------------------------------------------------- F31 20 .292 5 . 000 WALL 0 . 000 20 . 500 1103 F31 20 .292 3 . 000 Special 20 . 042 20 . 500 1116 --------------------------- ------------------------------------------------ F32 20 . 000 3 . 000 Special 0 . 000 20 . 500 1100 F32 20 . 000 3 . 000 Special 19 . 750 20 . 500 1100 ------------------------------------------------------------------------------- F33 22 . 531 3 . 000 Special 0 . 000 20 . 500 826 F33 22 . 531 5 . 000 WALL 22 . 115 20 . 500 818 ---------------- --------------------------------------------------------------- F34 22 . 573 3 . 000 Special 0 . 042 20 . 500 727 F34 22 . 573 36 . 000 WALL 19 . 156 20 . 500 1302 F34 22 . 573 5 . 000 WALL 22 . 156 20 . 500 -411 ---------------- - ------------------------------ -------------------------------- F35 19 . 531 3 . 000 Special 0 . 000 20 . 500 716 F35 19 . 531 5 . 000 WALL 19 . 115 20 . 500 708 --------------------------------------------------------- ---------------------- F36 10 . 740 3 . 000 Special 0 . 000 20 . 500 591 F36 10 . 740 3 . 000 Special 10 .490 20 . 500 591 -------------------------------- ----------------------------------------------- F37 11 .417 5 . 000 WALL 0 . 000 20 . 500 615 F37 11 .417 3 .000 Special 11 . 167 20 . 500 628 ---------------- -- ------------------------------------------------------------- F38 13 .917 5 . 000 WALL 0 . 000 20 . 500 753 F38 13 . 917 5 . 000 WALL 13 . 500 20 . 500 753 ---------------- -- ----------------------------------------- --- --------- ----- --- F39 13 . 917 5 . 000 WALL 0 . 000 20 . 500 60 F39 13 . 917 162 . 000 WALL 0 .417 20 . 500 1470 ---------------- --------------------------------------------------------------- F40 30 . 323 5 . 000 WALL 0 . 000 20 . 500 686 F40 30 . 323 53 . 000 WALL 13 . 500 20 . 500 1749 F40 30 . 323 51 . 875 WALL 26 . 000 20 . 500 928 ---------------- ---------- ------------------------------------------------- ---- F40A 26 .417 5 . 000 WALL 0 . 000 20 . 500 1010 F40A 26 .417 5 . 500 WALL 13 . 500 20 . 500 3079 F40A 26 .417 5 . 500 WALL 17 . 458 20 . 500 2268 F40A 26 .417 5 . 000 WALL 26 . 000 20 . 500 842 --------------- - -- -- ------------- -------- - ------------------------------------ -- F41 30 . 323 5 . 000 WALL 0 . 000 20 . 500 664 F41 30 . 323 5 . 500 WALL 13 . 500 20 . 500 1982 __ _ ______ _ ___ ____ __ ____ _ ___ _ ___ __ ________ _ __ _ _________ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ __ _ F42 31 . 681 3 . 571 WALL 0 . 000 20 . 500 778 'F42 31 . 681 5 . 500 WALL 14 . 858 20 . 500 1907 F42 31 . 681 3 . 500 WALL 31 . 389 20 . 500 846 ------------- --- ----- ---------- ----- ----- ------ -- -- F43 33 . 681 3 . 500 WALL 0 . 000 20 . 500 883 F43 33 . 681 5 . 500 WALL 16 . 858 20 . 500 2035 F43 33 . 681 3 . 500 WALL 33 . 389 20 . 500 839 --- ------------- ----- ---------------------------------- --- - F44 33 . 823 5 . 000 WALL 0 . 000 20 . 500 835 F44 33 . 823 5 . 500 WALL 17 . 000 20 . 500 2218 F44 33 . 823 3 . 500 WALL 33 . 531 20 . 500 783 --------------------------------------------------------------- F45 32 . 139 7 . 071 WALL 0 . 000 20 . 500 754 F45 32 . 139 5 . 500 WALL 15 . 316 20 . 500 2100 F45 32 . 139 3 . 500 WALL 31 . 847 20 . 500 787 ---------------------------------------------------- -- ----------------- F46 30 . 608 162 . 918 WALL 0 . 000 20 . 500 6519 F46 30 . 608 7 . 625 WALL 29 . 972 20 . 500 1585 ----------------- -------------------------------------------------------- F47 17 . 583 7 . 125 WALL 0 . 000 20 . 500 955 F47 17 . 583 7 . 125 WALL 16 . 990 20 . 500 955 ------------------------------------------------------------------------------- JUSTABLECTRUSSHANGERS a . ' , This product is preferable to similar connectors because of a)easier installation, �z '1 '{ I~ q, �1'�+'h b)higher loads,c)lower Installed cost,or a combination of these features. ` T C, The THA series'extra long straps allow full code nailing and can be field-formed to give top flange hanger convenience. • MATERIAL:See table. Dome Double �; 1 = „ ` •" FINISH:Galvanized.Some products available in Z-MAX; Shear Nailing ' prevents Ake, iii+"tor see Corrosion-Resistance,page 5. p 1Nncazz •"' INSTALLATION:•Use all specified fasteners.See General Notes. breaking off eP p ", H ? )f •Two different installation methods may be used: (available on s c z n Aazi z some models) `_ 41A426 2 Maximum nailing-Install all face nails according to the table. U.S.Patent 5,603,580 Nails used for the joist attachment must be driven at an angle yy c so that they penetrate through the corner of the joist into the header. With single 2x carrying members,use 10dx11/2"nails into the ' carrying member,and 10d or 16d commons into the carried member, Double �� THA29 .; and use 0.81 of the table value for 18 gauge,and 0.68 of the table Shear THA value for 16 gauge. Nailing ° Minimum nailing-For the THA29,the minimum nailing schedule Side View THAC422 requires the use of joist double shear nailing as detailed above, and that the strap be field-formed over the header a minimum 4x Nailer 4Top Nails of 21/2'.A minimum of four top and four face nails _ must be used.For all models except the THA29, the minimum nailing schedule may be followed where double shear nailing is not possible, Face provided the strap is field-formed over the top Nails of the header a minimum of 11/2"for the THA213 and THA413,and 2"for all others,and a Typical THA29 minimum of four top and two face nails are Minimum Nailing Installation used.The joist double shear nailing tabs are easily straightened so that the nails can Joist Straight Nails be driven straight into the joist. Typical THA Minimum Double Shear CODES:See page 10 for Code Listing Key Chart. Typical THA Installation Nailing Configuration on a Nailing Top View with a 4x2 floor truss 4x Nailer(except THA29) Dimensions Fasteners' �twg them opthBmPIpi Spruce-Fine-Fir Down ' AAowabte Loads Allowable Loads Code Min Model _ Carried Da Carrying Carried AvA #lpitf#. ifpli}t No leer Sgo�t hoof §nd Floor Snow` iiool l wind Ref. c Member 4y H G Member Member, Ult 0358` 1g8�ti 115) {125). (1 ) (160133 5 (100) (115);{125)'.(133) v Top `,. Face Straight .Slant ) .. MINIMUM NAILING-TOP FLANGE _ -- -- --r - -- -_4-1W-- --- - -- - - - - -- -'o .. 2x4 THA29 181 1% 9X6 5y 4-tOd - T4.10d 8167 750 2260 2310) 2350 50 750 1740 1785 1815 �p 2x6 THA213 18 " 1 13% 5y 4t_-1 0d,�2-10t 4.10dx1 - 53343 161@ 1875 .1615':. 1 i'75 `- 1280. 1280:`1280 1280 2x6 THA218 18 1%,, 17.X¢ 5y2 4 10d 2.1 pd°4-10dx1y, 5343 f ��- 1#315 x 1615 1$1 Iii Ti{ 1280 1280 1280 1280 1,84 2 2x10 THA218-2 1 16 3 171 8 4-16d 2-16d 6-16dx2y 5085 1635 1635 1635 lr,s,, 146_5 1465 1465 465 a (2)2x10 THA222-2 116 3y6 22N6 8�4-16d 2-16d 6-16dx2y 50.85 - 1635 1635) 1635 1465 1465 1465 4e, - -- -- 1280 2i20 4x6 ITHA413 18 i 35/1 13%, 4y2 ,4-10d 2-10d 4 10d 5343 16 5 15 1615 t 1.S 1280 1280 - -- - 4x10 THA418 1161 3%117% L 7% 4-16d; 2-16d 6-16d 5085 1635 1635 1635 5 1465 1465 1465 r 410 / 2-16d 6-16d - 5085 1635 1635 1635 635 - 14651 1465 1465 11.0 z 4x2truss THA4228 1 16 3% 122 7y, t 4-16d' 2-16d' 6-16d - 5085 - 1635 1635 1635 1I 635 - 1465 1 1465 1465 4i,5 1,84 0 Yx 4x2truss ',.16 3 s. �6jj"2�16d7635 1635 1635T - 14&5 1465 1465 .':,65 w 22„ Irl ,816d 5085 , 4x2trtlss THA426 '14 :3Y 26 7#/ 6d 6-16d - 8720 , i ?4 5 x 2!{25 X 25' 242 x1 '- 1940 194U; 1940 �1040 9x2truss 7HAC426_ 14 3%& 6- _7 4.16d 4 16d _ 6-16d $720 �' 2425 ,2425 242$ 45_j_ —_ 1940 194Q i'1940 + 4{ ?/ - -- 10 - - - 170 (2)4x2truss iTHA422-2 114 7y, 22,v,6 91 14-16d 4-16d 6 16d 8727 1 2810 2810, 2810 1 LL�'rJ - 2260 2260, 2260 LIDO �2)4x2truSS THAC422 2 14 7� 22)' 9% 4-16d 4-16d 6 t 6d 8727 2810 28101 2810 't"h - 2_26_0 2260 2260 2260 0 -, (2)4x2truss 4THA426 2 14 7y, 26x6 9/ 14 6d 4 16d 6-16 d i 8727 2810 2810 2810 i 's3'E; - 2260 2260 2260 1'Lcv (2)4x2trUSS ITHAC426 21 141_7y�Y 9 4-16d'4 16d 6 16d _— 8727 _ 2810 28102810, 2x10 - 22601 2260 2260 J _.y �L - _ _ MAXIMUM NAILING-ALL NAIL HO LES FILLED ��i 2x4 THA29 '181 15i 9 S - 16-10d 4 10d 8250 750 1 212T 5 2350 i 0 750 1740 1785 1815 'S 2x6 THA213 18 1 135/8 5yz 1410d� 4.10d 79$3 90 17J5.-1840,„i8,7Q 1z1T0 780' 1385 1425;11450 5 ' 2x6 THA218 1$ 1 17 5yz 18 10d> _�- j 4-10d 9120 �' Ct--1 1785�t84D' 1870 167f1 ;780. 1385 1425 1 1450 1457 4 _(2)2x10 THA218 2 16 3y 6-16d 11500 1550_ 2830__3050 3050 s050 1355}2385 2740 2820 Fs 0 3 - - - 1 8 (2)2x10 ,THA222-.2 161 3y 22�6 8 22-16d - f6-16d 13067 1550{ 3510 3595 3650 Ub(i 1355 2705 i 2775~2820 28'2u S —_I ' -- - - ---- - _ 38 � -- -- 4x6 THA413 181 3% 133(6 4_ 14-10d 4-10d 7983 930_- 1940 2235,2400 G t 780 11660 1910 2075 0 _ _ 4x10 THA418 16 C 338�i 17y��7/ 16-16d 6 16d 11500 1550 2830 3050 3050�' 1355 12385 2740 2980 - 1355 12385 2740 2980 170 4x11THAC418 f 16 33; 17y2 7/6 16-16d - 6 16d 11500 1550 2830 3050 3050 CC, ____ -- t _ - - { 45 1355 3075 3145 3195 1,84 4x2truss THA 16 35/6 22 7j - 22-16d _- 6-16d 13067 1550 3630 4090 4145 1 1 4x2tryss THAC422 16 22 r - 22 16d4 -__S-16d 13067 1550 363 4090' 4145 114_ -.1355 3075 3145 3195 3'15 �4x2truss THA426 14 25 77 - x30 15d Y 6 16d 1A836`1715 4020 4625 4655 -1355 x480 4000,4030 170 (2)2trus 5 THA422 2 14 22}6 9a 1 -- 30 16d - 6 16d 18283 1715 4720 5� 5 T�' 1395 4025 4420 4420 j,�20 355 3480 40001 .4030 3 l t} _._x�ttuSs_THAC426 14 3 6:_ 26_ T 30 16d,__ fi 16d 14_$36 1715= 4020 4 7y 22 - ---- 6-16d 18283 1715+4695 4695 1 4695 ,L 3�, 1395 325555 3255 `t7 `5_ 4 7Yt_ X6 - -_ _ -____ -- --46 X4025 4420 4420 2 4x2truss(THAC422 2 14 7 22' 9y4 30-16d 6-16d 18283_1715 472_0_ 5430 5525 5,25 1395 ( x2__- iTH- __ 2 26 tl 9 t --38 16d- ----- -- -- - - - 2 4x2truss tTHAC426 2 14 7y :, 26n6 1 93, 38-16d 6-16d 18283 1715 1 4695 4695'4695 tCt3`, 1395 3255 1 3255 3255 1.16d sinkers may be used to replace 16d commons at 0.85 of table load. 3.Wind(133)is a download rating. 2.Uplift has been increased 33%and 60%for earthquake or wind loading with 4.160%uplift load for THA422-2 and THAC422-2 is 2060 lbs. 108 no further increase allowed-,reduce where other loads govern. -r HEAVYDUTY Fro"M, GLTV and HGLTV hangers are designed for use with structural �1Z M G composite lumber headers,and may take heavy loads.The top flange I✓ ,p MIN nails are sized and specifically located to prevent degradation of the ; header due to splitting of laminations. For heavy loads with a face-mount application,see the HGUS series. ' \ ey MATERIAL:Top flange-3 gauge;Stirrups-7 gauge : FINISH:Simpson gray paint �) ` HGLTV ALLOWABLE LOADS:•For hanger heights exceeding the joist height, (GLTV similar) c the allowable load is 0.50 of the table load. INSTALLATION:•Use all specified fasteners.Verify that the header can take the required fasteners specified in the table. c •This series may be used for weld-on applications.Minimum v required weld is a 3/,6'x 21/2"fillet weld at each end of the top flange for GLTV,and a 1/4"x 21/21'fillet weld at each end of the top flange for HGLTV.Weld-on applications produce maximum loads e. listed.Uplift loads do not apply to this application. oil�,.� Flatten edge o1 header +� •Web stiffeners are required with I-joists using this hanger style. to match top flange y •GLTV may lie installed on a nailer and ledger;HGLTV may radius. C be installed ort a ledger only.Nailers and ledgers must be a minimum of 4x lumber to guarantee the load values given in the v tables.Thinner lumber or laminated veneer lumber used as a nailer must be evaluated by the building designer. OPTIONS:•Hot-dipped galvanized:specify HDG. w •See Hanger Options,page 158. w CODES:See page 10 for Code Listing Key Chart. y c Fasteners Down _ Allowable Loads Loads T Code o Model --- — Avg Ult l)plift Uplift OF/SP i a Ref. 3 No. TopJ Face Jmst DF/SP (133) (160) LYLa Psi! , LSL DF/SI' SPF w J y GLTV series 4-16d 6-16d 6-16d 24450 1370 1 1640 7500 7400 5750 7000 4260 7,90 HGLTV series 6-16d 12-16d 6-16d ,26167 11370 J 164Q 10500'7800.9000 18665. 6690 v 1.Uplift loads have been increased 33%and 60%for 3.It header is multiple plies of 13/4',the PSL allowable load is 6000 lbs. wind or earthquake loading with no further increase 4.HGLTV at maximum allowable load may have greater than 1/e"deflection. Typical GLTV allowed.Divide by 1.33 and 1.60 for normal 5.Applies to LVL headers made primarily from Douglas Fir or Southern Installation loading such as in cantilever construction. Pine.For LVL made primarily from Spruce Pine Fir or similar less 2.Uplift loads only apply when"H"is 28"or less. dense veneers,use the values found in the SPF column. HIGH CAPACITYEGQHANCER This product is preferable to similar connectors because of a)easier installation, b)higher loads,c)lower installed cost,or a combination of these features. 18'� EGO hanger is a high capacity top flange connector designed for use with Structural Composite Lumber beams.It utilizes Simpson Strong-Drive f screws to make installation fast and easy with no drilling required. i Available in standard SCL widths and made to specified heights. i SDS screws are included. MATERIAL:Top flange-3 gauge;Stirrups-7 gauge FINISH:Simpson gray paint o INSTALLATION:•Use all specified fasteners.See General Notes. •Install with Simpson code recognized SDS1/4x3 wood screws, N which are provided with the EGO. (Lag screws will not achieve �� g the same load.) •All multiple members must be fastened together to act as a mss' N wv single unit. �� Flatten edge of •Multiple member headers may require additional fasteners at header to match top o hanger locations.Quantity and location to be determined by EGO flange radius. g designer.See SDS section for additional information,and SDS screws applications. – CODES:See page 10 for Code Listing Key Chart. Joist or Dimensions Fasteners Down Allowable Loads Code Model Purlin No W Min H Header Jofst Avg Ull (OF/SP) PSL Ref. Size LVL 'i- EG03.62 31/2 35/a 111/4 28-SDS'/4x3 12-SDS'/4x3 59595 19800 18680 EG055 51/2 51/2 111/4 28-SDS1/4x3 12-S DSI/4x3 59595 19800 18680 160 EG07.25 7 71/4 F111A 28-SDS'/4x3 12-SDS'/4x3 59595 19800 18680 1.Loads are based on 750 psi wood bearing for SCLTypical EGO 2."Min H"is the minimum H dimension that may be specified. Installation 82 T5 m o vja) ` TT N U/ 90�E vN� X000 V � u X Ito .UOrnr JOB: 55(1095 DL DAVI5 (� d) -- -------------------- - 6 LOG 1215 5ELVA MARINA CIRCLE PLAN: FERGU50N RE51D U DESIGNER: RICHARD TINGLEY Q I` o �-��. z X03 �v- e ALL CONVENTIONAL FRAMING ��9 m °�s�o LOAD5 PROVIDED BY E.O.R.NO 09 OTHER ADDITIONAL CONVENTIONAL `u v F39 FARMING LOAD5 MAYBE 5UPPORTED gEOv BY FLOOR 5Y5TEM �9�m F35 V �E ALL BEAMS ARE 5015E CA5CADE VER5A-LAM 5P �230 F40A U APPROVAL '1644.1 n' F40 l� BM-9 2-1.15" X 24" LVL 1' O n0 CN WALL BM-10 2-1,15" X 24" LVL 23' PLF o BM-II 2-1.15" X 24" LVL 23' F41 5M-12 3-1.15" X 24" LVL 21' U �� BM-13 2-1.15" X 24" LVL 26' ( o mm BM-14 2-1.15" X 24" LVL 36' �1 US o 5M-15 2-1.15" X 24" LVL 31' 15 5M-16 2-1.15" X 24" LVL 35' e 11 US F41 � HANGERS ON JOB ARE A5 FOLLOUJ5 0 °` DNT LOAD °- u�00 244LL101&DL F42 J UNLE55 NOTED OTHERW15E (� I, ��2; F43 APPLICATION PART " APPROVAL " °— '0 t Old,�o �» FLOOR TRU55 TPA422 FL414AI3 2-FLY BEAM HGU5414 FL414.140 _ F44 3-PLY BEAM EGQ5.5-5D53 FI-414.140140 m ° � 7 0 9D ON WALL � F45 F4(oTSHOP DRAWING REVIEW DISPOSITION ATTENTION:Review of shop drawings is only for conformance with �� o ft Ntfip►concept of the project and does not relieve the contractor of teapons6lity for any deviation from the requirements of the shop 9 0 tltawAls. Comrade shall determine and verify all held measurements. t u€ Qm00 f LVED ❑ RETURNED FOR COFIRECTION v o 9 13 APPROVED AS NOTED ❑ RETURNED WTHOUT ACTON - 0 WT IffP ❑ SEE TRANSMITTAL LETT=ER m F s COMMENTS BY DATE 2q.Or HULSSERG NGINEERING,INC. FL CERT.25fI4fi 2955 HARTLEY RD., SUITE 202 �_ �3, I 38� JACKSONVILLE,FL 32257 ` %� --,84 �4 8t d LYd eo � - z � r y g vo n N W T w w '01 14��w r a 4. r I a m CA 1 - - - - 111 ^ r e p 0 I LI-wg ?lwvl+70b 01 kNOOr I L£d ayol 1NIOd 1wm No CYol kpio�lw I£d m£=i 6Ld xx! E 9t --- fD IVIVI r-------------1 C� O z-3 -3(n z -------------r >cn > rh N Z a o x_ x v m OL pC) YW 0-3 > ado >X -3N C n ;7x7 z rM> Ci' vJ x� nwo a �� o cn uJ a p C z rn r- z X:... V7x C 06 Z-3 rn xC b� cn na rno A- `hAetln W pl. z 3 a a7 p d �o^A tv `fn x n C i1 z'< x1 V7 Z o O zx A A z n N W t=7 a �` Ln 0 V7 Cn M O 0 C M Z .3 to r^ O (n En n = V1 n� � �hZAT(1 m z a Z -j x rn vJ° ^� b^D r A- mpA C!7 ^oma= yApoi C ze cn n o z C ' N -3 x Cn x°z � ^- o a N ^^ "� C., Z V7 In O z O O x m z�v > Z Z 07 Z p T z -3 [n W n p Cn> x1 '(�1�m�� a x rn a t7\ -3 v m o o d nzpi v0 Ab^ ^3 U7 ��>= DzcbyA Z N --3 �: C a Z �7 -D�§ a o b n Lo n o xo y z p v -� Z�o� m >5� cn n r z U� h�� AZNo. C� y^N ❑ cAC f•f �D +J` DN n •yyy.•A I.1 rncn> Cnx0-3 n� zn Mb�c z--3 -9> na0 o s--•••.w w n�av �•-q �:9� ;1 a c- �: WTp Czn O -3 p a 'D O �C r—I O Za. -� NN N W W .P z N N N W W Z C_ rn ✓' U A W N Q� U W Q� O .P co CT Ch X C*7 N"'�] d Z H-1 X 'U C O ("') r7 n n O O O O O O �: V O O O O O N En C7 D T7 -+ W Cil W W W W Cn cm A O .1 !n .3' ;7 r°7 n r o r� r > I I I rJ C I I I I O C n `0 'o>n Z D e r r r r O O O O O O > m O O O O O O a 'Z C > M r-'-j•-3 n z o m a w o o z \ o 0 0 0 0 o z \ zz� a � n N z zrnd O cn �• ,A �� a Y p C C > O 0 CP O Cn p p -3 Ln En n rn C A D f�'1 O N •A Q� CA O O N a O --3 C'7 m p z n � xX z x � z bn> �o� ��zL) n Fc x N w o ac" v, o zzc > soi'sE'_ BC CALC®9.1 DESIGN REPORT - US Monday,June 13,2005 18:39 Double 1 314" x 24" VERSA-LAM®3100 SP File Name: 55009.13CC : BM-09 Job Name: 55183 Description: Address: Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512,NER 629 Misc: BO B1 LL 1366 lbs LL 1366 lbs DL 637 lbs DL 1391 lbs RLL 66 lbs RLL 966 lbs Total of Horizontal Design Spans=05-11-04 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 05-11-04 Live 40 psf 11-06-00 100% Member Type: Floor Beam Dead 15 psf 11-06-00 90% Number of Spans: 1 2 Conc.Pt. Left 05-06-00 05-06-00 Roof Live 1032 lbs n/a 125% Left Cantilever: No Dead 864 lbs n/a 90% Right Cantilever: No Controls Summary Slope: Control Type Value %Allowable Duration Load Case Span Location Pos.Moment 3057 ft-lbs 3.8% 100% 1 1 -Internal End Shear -690 lbs 4.3% 100% 1 1 -Right Total Load Defl. L/27845(0.003") 1.3% 4 1 Disclosure Live Load Defl. U40728(0.002") 0.9% 4 1 The completeness and accuracy of Span/Depth 3.0 n/a 1 the input must be verified by anyone who would rely on the output as Notes evidence of suitability for a Design meets User specified(U360)Total load deflection criteria. particular application. The output Design meets Code minimum(U360)Live load deflection criteria. above is based upon building Minimum bearing length for BO is 1-1/2". code-accepted design properties Minimum bearing length for B1 is 1-1/2". and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+1/2 intermediate bearing of BOISE engineered wood products must be in accordance Connection Diagram with the current Installation Guide Consult project design professional of record or BOISE technical representative for connection design and the applicable building codes. Member has no side loads. To obtain an Installation Guide or if Concentrated loads are not considered in side load analysis. you have any questions,please call (800)232-0788 before beginning Connectors are: 16d Sinker Nails product installation. BC CALC@,BC FRAMER@, BCI@, a minimum=2" b ___d b minimum=3" BC RIM BOARDTm,BC OSB RIM BOARDT"' BOISE GLULAM- d_6-5/8"/ a a - • • • VERSA-LAM@,VERSA-RIM@, c VERSA-RIM PLUS@, • • • VERSA-STRANDTm • • • VERSA-STUDO,ALLJOISTO and AJSTm are trademarks of �- -- . . • Boise Cascade Corporation. a Page 1 of 1 ' BC CALC®9.1 DESIGN REPORT - US Monday,June 13,2005 18:39 SONSE.. Double 1 3/4" x 24" VERSA-LAM®3100 SP File Name: 55009.BCC:BM-10 Job Name: 55183 Description: Address: Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc: � 7I �47 w BO B1 LL 886 lbs LL 931 lbs DL 851 lbs DL 1134 lbs RLL 253 lbs RLL 578 lbs Total of Horizontal Design Spans=22-06-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 22-06-08 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 1 2 Conc.Pt. Left 11-07-12 11-07-12 Live 1366 lbs n/a 100% Left Cantilever: No Dead 620 lbs n/a 90% Right Cantilever: No Roof Live 66 lbs n/a 125% 3 Conc. Pt. Left 15-04-00 15-04-00 Roof Live 564 lbs n/a 125% Slope: Dead 563 lbs n/a 90% 4 Conc.Pt. Left 18-00-00 18-00-00 Roof Live 201 lbs n/a 125% Dead 100 lbs n/a 90% Disclosure Controls Summary The completeness and accuracy of Control Type Value %Allowable Duration Load Case Span Location the input must be verified by anyone Pos.Moment 16754 ft-lbs 20.8% 100% 1 1 -Internal who would rely on the output as Neg.Moment -0 ft-lbs n/a 125% 55 1 -Right evidence of suitability for a End Shear -2537 lbs 12.5% 125% 4 1 -Right particular application. The output Total Load Defl. U1363(0.198") 26.4% 4 1 above is based upon building Live Load Defl. U2304(0.117") 15.6% 4 1 code-accepted design properties Span/Depth 11.3 n/a 1 and analysis methods. Installation of BOISE engineered wood Notes products must be in accordance Design meets User specified(U360)Total load deflection criteria. with the current Installation Guide Design meets Code minimum(U360)Live load deflection criteria. and the applicable building codes. Minimum bearing length for BO is 1-1/2". To obtain an Installation Guide or if Minimum bearing length for B1 is 1-1/2". you have any questions, please call Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+1/2 intermediate bearing (800)232-0788 before beginning product installation. Connection Diagram Consult project design professional of record or BOISE technical representative for connection design BC CALC®,BC FRAMER®,BCI@, BC RIM BOARDT'" BC OSB RIM Member has no side loads. BOARDTm,BOISE GLULAMTm, Concentrated loads are not considered inside load analysis. VERSA-LAM@,VERSA-RIM@, Connectors are: 16d Sinker Nails VERSA-RIM PLUS@, VERSA-STRANDT"" a minimum=2" VERSA-STUD@,ALLJOIST@ and b �-- d AJSTm are trademarks of b minimum=3" �__ —t Boise Cascade Corporation. d_6- 2/ 8" a • • • c a _ Page 1 of 1 BOISE" BC CALCO 9.1 DESIGN REPORT - US Monday,June 13,2005 19:05 Double 1 3/4" X 24" VERSA-LAMO 3100 SP File Name: 55009.BCC: BM-11 Job Name: 55183 Description: Address: Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512,NER 629 Misc: �z n G7 BO B1 LL 886 lbs LL 931 lbs DL 1204 lbs DL 1532 lbs RLL 657 lbs RLL 974 lbs Total of Horizontal Design Spans=22-06-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 22-06-08 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 1 2 Conc.Pt. Left 11-07-12 11-07-12 Live 1366 lbs n/a 100% Left Cantilever: No Dead 1373 lbs n/a 90% Right Cantilever: No Roof Live 966 lbs n/a 125% 3 Conc. Pt. Left 15-04-00 15-04-00 Roof Live 478 lbs n/a 125% Slope: Dead 477 lbs n/a 90% 4 Conc. Pt. Left 18-00-00 18-00-00 Roof Live 187 lbs n/a 125% Dead 185 lbs n/a 90% Disclosure Controls Summary The completeness and accuracy of Control Type Value %Allowable Duration Load Case Span Location the input must be verified by anyone Pos.Moment 28527 ft-lbs 28.4% 125% 55 1 -Internal who would rely on the output as Neg. Moment -0 ft-lbs n/a 125% 55 1 -Right evidence of suitability for a End Shear -3331 lbs 16.4% 125% 4 1 -Right particular application. The output Total Load Defl. 0975(0.278") 36.9% 4 1 above is based upon building Live Load Defl. U1698(0.159") 21.2% 55 1 code-accepted design properties Span/Depth 11.3 n/a 1 and analysis methods. Installation of BOISE engineered wood Notes products must be in accordance Design meets User specified(U360)Total load deflection criteria. with the current Installation Guide Design meets Code minimum(U360)Live load deflection criteria. and the applicable building codes. Minimum bearing length for BO is 1-1/2". To obtain an Installation Guide or if Minimum bearing length for B1 is 1-1/2". you have any questions,please call Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing (800)232-0788 before beginning product installation. Connection Diagram Consult project design professional of record or BOISE technical representative for connection design BC CALC@,BC FRAMER®, BCI®, RIM Member has no side loads. BC RIM BOARD TM,BC OSB BOARD Tm,BOISE GLULAM rm, Concentrated loads are not considered inside load analysis. VERSA-LAM@,VERSA-RIM@, Connectors are: 16d Sinker Nails VERSA-RIM PLUS@, VERSA-STRANDT"" a minimum=2" b d — VERSA-STUD@,ALLJOISTO and b minimum=3" �_ AJSw are trademarks of c=6-5/8" a 1 Boise Cascade Corporation. d= 12" c a Page 1 of 1 BC CALC®9.1 DESIGN REPORT - US Monday,June 13,2005 18:39 BOISE'- Triple 13/4" x 24" VERSA-LAM®3100 SP File Name: 55009.BCC: BM-12 Job Name: 55183 Description: Address: Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512,NER 629 Misc: 5 27 3 \b/ 7 1 BO B1 LL 5033 lbs LL 4974 lbs DL 5358 lbs DL 5177 lbs RLL 3172 lbs RLL 3042 lbs Total of Horizontal Design Spans=20-01-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 20-01-00 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 1 2 Conc.Pt. Left 05-03-08 05-03-08 Live 931 lbs n/a 100% Left Cantilever: No Dead 1134 lbs n/a 90% Right Cantilever: No Roof Live 578 lbs n/a 125% 3 Conc.Pt. Left 11-06-04 11-06-04 Live 931 lbs n/a 100% Slope: Dead 1799 lbs n/a 90% Roof Live 974 lbs n/a 125% 4 Unf.Area Left 05-03-08 11-06-04 Live 40 psf 05-06-00 100% Dead 15 psf 05-06-00 90% Disclosure 5 Conc.Pt. Left 05-03-08 05-03-08 Roof Live 2331 lbs n/a 125% The completeness and accuracy of Dead 1918 lbs n/a 90% the input must be verified by anyone 6 Conc.Pt. Left 14-09-08 14-09-08 Roof Live 2331 lbs n/a 125% who would rely on the output as Dead 1918 lbs n/a 90% evidence of suitability for a 7 Unf.Area Left 00-00-00 05-03-08 Live 40 psf 11-06-00 100% particular application. The output Dead 15 psf 11-06-00 90% above is based upon building 8 Unf.Area Left 11-06-04 20-01-00 Live 40 psf 11-06-00 100% code-accepted design properties Dead 15 psf 11-06-00 90% and analysis methods. Installation of BOISE engineered wood Controls Summary products must be in accordance Control Type Value %Allowable Duration Load Case Span Location with the current Installation Guide Pos.Moment 73571 ft-lbs 48.8% 125% 4 1 -Internal and the applicable building codes. Neg. Moment -0 ft-lbs n/a 100% 1 1 -Right To obtain an Installation Guide or if End Shear 12121 lbs 39.8% 125% 4 1 -Left you have any questions,please call Total Load Defl. 0543(0.444") 66.3% 4 1 (800)232-0788 before beginning Live Load Defl. U916(0.263") 39.3% 4 1 product installation. Span/Depth 10.0 n/a 1 BC CALC®,BC FRAMER®,BCI®, Notes BC RIM BOARD'"' BC OSB RIM Design meets User specified(0360)Total load deflection criteria. BOARD-,BOISE GLULAMT-, Design meets Code minimum(L/360)Live load deflection criteria. VERSA-LAM®,VERSA-RIM®, Minimum bearing length for BO is 3". VERSA-RIM PLUS®, Minimum bearing length for B1 is 3". VERSA-STRANDTm Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+1/2 intermediate bearing VERSA-STUD®,ALLJOIST®and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 2 BOI'SE" BC CALC®9.1 DESIGN REPORT - US Monday,June 13,2005 18:39 Triple 1 3/4" x 24" VERSA-LAM®3100 SP File Name: 55009.BCC : BM-12 Job Name: 55183 Description: Address: Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512,NER 629 Misc: Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Nailing schedule applies to both sides of the member. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails a minimum=2" b d b minimum=3" c=6-5/8" a o d= 12" T- - c e minimum=3" I o - • o o e Page 2 of 2 BOISE" BC CALC®9.1 DESIGN REPORT - US Monday,June 13,2005 18:39 Double 1 3/4" x 24" VERSA-LAM®3100 SP File Name: 55009.BCC: BM-13 Job Name: 55183 Description: Address: Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc: \3 2 AL �LLl'1111 11�L1 i�L1�l 1 1 1 1 1 BO B1 LL 6659 lbs LL 1677 lbs DL 5809 lbs DL 1720 lbs RLL 2366 lbs RLL 676 lbs Total of Horizontal Design Spans=25-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 25-06-00 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 1 2 Unf.Lin. Left 00-00-00 05-08-00 Live 90 plf n/a 100% Left Cantilever: No Dead 120 plf n/a 90% Right Cantilever: No 3 Conc.Pt. Left 05-08-00 05-08-00 Live 4974 lbs n/a 100% Dead 5177 lbs n/a 90% Slope: Roof Live 3042 lbs n/a 125% 4 Unf.Area Left 00-00-00 05-08-00 Live 40 psf 10-04-00 100% Dead 15 psf 10-04-00 90% Disclosure Controls Summary The completeness and accuracy of Control Type Value %Allowable Duration Load Case Span Location the input must be verified by anyone Pos. Moment 57310 ft-lbs 71.3% 100% 1 1 -Internal who would rely on the output as Neg. Moment -0 ft-lbs n/a 125% 4 1 -Right evidence of suitability for a End Shear 10748 lbs 66.2% 100% 1 1 -Left particular application. The output Total Load Defl. U389(0.786") 92.5% 4 1 above is based upon building Live Load Defl. U652(0.469") 55.2% 4 1 code-accepted design properties Span/Depth 12.8 n/a 1 and analysis methods. Installation of BOISE engineered wood Notes products must be in accordance Design meets User specified(U360)Total load deflection criteria. with the current Installation Guide Design meets Code minimum(U360)Live load deflection criteria. and the applicable building codes. Minimum bearing length for BO is 5". To obtain an Installation Guide or if Minimum bearing length for B1 is 1-1/2". you have any questions,please call Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+1/2 intermediate bearing (800)232-0788 before beginning product installation. Connection Diagram BC CALC®, BC FRAMER®, BCI®, Consult project design professional of record or BOISE technical representative for connection design BC RIM BOARD T"" BC OSB RIM Member has no side loads. BOARDTm,BOISE GLULAMTM, Concentrated loads are not considered in side load analysis. VERSA-LAM®,VERSA-RIM®, Connectors are: 16d Sinker Nails VERSA-RIM PLUS@, VERSA-STRAND' a minimum=2" VERSA-STUD®,ALLJOIST®and b I-F--d-- AJSTm are trademarks of b minimum=3" Boise Cascade Corporation. d_ 12" a -- --� c a Page 1 of 1 BOI'SE"_ BC CALC®9.1 DESIGN REPORT - US Monday,June 13,2005 18:39 Double 1 3/4" x 24" VERSA-LAM®3100 SP File Name: 55009.BCC:BM-14 Job Name: 55183 Description: Address: Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc: 4 3 77777777777,77 id AL 2 10-00-12 AL 25-03-04 BO B1 B2 LL 2446 lbs LL 12193 lbs LL 875 lbs DL 0 lbs DL 10223 lbs DL 924 lbs RLL 3690 lbs RLL 341 lbs Total of Horizontal Design Spans=35-04-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 35-04-00 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 2 2 Unf.Area Left 00-00-00 15-06-00 Live 40 psf 10-04-00 100% Left Cantilever: No Dead 15 psf 10-04-00 90% Right Cantilever: No 3 Unf.Lin. Left 00-00-00 15-06-00 Live 90 plf n/a 100% Dead 120 plf n/a 90% Slope: 4 Conc.Pt. Left 15-06-00 15-06-00 Live 5033 lbs n/a 100% Dead 5358 lbs n/a 90% Roof Live 3172 lbs n/a 125% Disclosure Controls Summary The completeness and accuracy of Control Type Value %Allowable Duration Load Case Span Location the input must be verified by anyone Pos.Moment 32363 ft-lbs 32.2% 125% 56 2-Internal who would rely on the output as Neg.Moment -40766 ft-lbs 50.7% 100% 1 2-Left evidence of suitability for a End Shear -3817 lbs 18.8% 125% 56 1 -Left particular application. The output Cont.Shear 12411 lbs 76.4% 100% 1 2-Left above is based upon building Uplift 3182 lbs n/a 56 1 -Left code-accepted design properties Total Load Defl. U888(0.342") 40.6% 56 2 and analysis methods. Installation Live Load Defl. U1463(0.207') 24.6% 56 2 of BOISE engineered wood Total Neg.Defl. -0.058" 11.5% 56 1 products must be in accordance Span/Depth 12.6 n/a 2 with the current Installation Guide and the applicable building codes. Cautions To obtain an Installation Guide or if Uplift of 3182 lbs found at span 1 -Left. you have any questions,please call (800)232-0788 before beginning Notes product installation. Design meets User specified(U360)Total load deflection criteria. BC CALC@,BC FRAMER@, BCI®, Design meets Code minimum(0360)Live load deflection criteria. BC RIM BOARDT'", M OSB RIM Minimum bearing length for BO is 1-1/2". BC RIM B',BOISE GLULAM R Minimum bearing length for B1 is 8-3/4". VERSA-LAMOI VERSA-RIMTm Minimum bearing length for B2 is 1-112". VERSA-RIM ),VER Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+ 1/2 intermediate bearing VERSA-STRAN D Tm, VERSA-STUD@,ALLJOIST@ and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 2 OBC CALCO 9.1 DESIGN REPORT - US Monday,June 13,2005 18:39 BISE' Double 1 3/4" x 24" VERSA-LM(g)3100 SP File Name: 55009.BCC:BM-14 Job Name: 55183 Description: Address: Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails a minimum=2" b — b minimum=3" c=6-5/8" a d= 12„ • • • r C a_ Page 2 of 2 BOISE" BC CALC®9.1 DESIGN REPORT - US Monday,June 13,2005 18:39 Double 1 3/4" x 24" VERSA-LAM®3100 SP File Name: 55009.BCC : BM-15 Job Name: 55183 Description: Address: Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc: \2 3 - TT��TT�ITI��ITI I I-I-TTTIT TTI-TTI I i 1-'I Il�ITT STT I 16-07 12 13-09-04 BO B1 B2 LL 1099 lbs LL 3191 lbs LL 833 lbs DL 610 lbs DL 2008 lbs DL 385 lbs Total of Horizontal Design Spans=30-05-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 30-05-00 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 2 2 Conc. Pt. Left 07-03-02 07-03-02 Live 2044 lbs n/a 100% Left Cantilever: No Dead 1028 lbs n/a 90% Right Cantilever: No 3 Conc.Pt. Left 22-07-10 22-07-10 Live 2044 lbs n/a 100% Dead 1028 lbs n/a 90% Slope: Controls Summary Control Type Value %Allowable Duration Load Case Span Location Pos.Moment 11043 ft-lbs 13.7% 100% 14 1 -Internal Disclosure Neg. Moment -10143 ft-lbs 12.6% 100% 1 2-Left The completeness and accuracy of End Shear 1602 lbs 9.9% 100% 14 1 -Left the input must be verified by anyone Cont.Shear 2715 lbs 16.7% 100% 1 2-Left who would rely on the output as Total Load Defl. U4357(0.046") 8.3% 14 1 evidence of suitability for a Live Load Defl. U6215(0.032") 5.8% 14 1 particular application. The output Total Neg.Defl. -0.006" 1.2% 14 2 above is based upon building Span/Depth 8.3 n/a 1 code-accepted design properties and analysis methods. Installation Notes of BOISE engineered wood Design meets User specified(U360)Total load deflection criteria. products must be in accordance Design meets Code minimum(U360)Live load deflection criteria. with the current Installation Guide Minimum bearing length for BO is 1-1/2". and the applicable building codes. Minimum bearing length for B1 is 3". To obtain an Installation Guide or if Minimum bearing length for B2 is 1-1/2". you have any questions,please call Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing (800)232-0788 before beginning product installation. Connection Diagram Consult project design professional of record or BOISE technical representative for connection design BC CALC®,BC FRAMER®, BCI®, Member has no side loads. BC RIM BOARDTm,BC OSB RIM BOARDTm,BOISE GLULAMTm, Concentrated loads are not considered inside load analysis. VERSA-LAM®,VERSA-RIM®, Connectors are: 16d Sinker Nails VERSA-RIM PLUSO, VERSA-STRAND' a minimum=2" VERSA-STUD®,ALLJOIST®and b ~--d — AJSTm are trademarks of b minimum=3" Boise Cascade Corporation. d= 12 8 a • • • a 2 Page 1 of 1 . ^ ' - BC CALC@ 9.1 DESIGN REPORT - US Monday,June 13,u00s18:39 ' Double 1 3/4, x 24 , 3100 SP File Name: 55009.BCC : BM-16 Job Name: 55183 Description: Address: Specifier: City,State,Zip:. Designer: R|CHARDTlmGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: |CBO5512 NERO29 Misc: 16-07-12 Ah, 17-03-04 BO BI B2 u1^21lbs ILL 339Olbs LLssolbs DL581lbs oLu1uolbs oL377lbs Total n,Horizontal Design Spans=3u'11'0o General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 33-11-00 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 2 2 Conc.Pt. Left 07-03-02 07-03-02 Live 2044 lbs n/a 100% . ^~..~~..`.~,~.: .,. ~~~. 1028.~~ ..~ ~.~ Right Cantilever: No 8 Conc.Pt Leh 22-0710 22-0710 Live 2044 lbs ma 100% Dead 1028 lbs ma 80% Slope: Controls Summary Control Type Value %/W|mwmb|e Duration Load Case Span Location Poo.Moment 10896ft'|bo 13.7% 100Y6 14 1 'Internal Disclosure Neg. Moment '11381 ft'|Us 14.1% 100Y6 1 1 'Right The completeness and accuracy of End Shear 1596 lbs 8.8$ 100Y6 14 1 'Left / the input must boverified byanyone Cont.Shear 2994 lbs 18.4% 100Y6 1 2'Left who would rely onthe output oa Total Load DoO. U4393(0.045^) 82Y6 14 1 evidence ofsuitability for a Live Load Do0 U5975(0.033") 6.O"� 14 1 particular application. The output Total Neg.DoO. '0.0081' 1.5% 10 1 above iebased upon building Span/Depth 0.0 ma 2 code-accepted design properties and analysis methods. mmtyUonon Notes ofBOISE engineered wood Design meets User specified(U380)Total load deflection criteria. products must boinaccordance Design meets Code minimum(U3O0)Live load deflection criteria. with the current Installation Guide Minimum bearing length for 68in1'1/2^ and the applicable building codes. Minimum bearing length for BIio3^ Toobtain anInstallation Guide orif Minimum bearing length for B2io1'1/2^ you have any questions,please call Entered/D is played Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing (0OO)232'OrO0before beginning product installation. Connection Diagram Conouhpn�ectdesign pm�oxiona|ofem»n1o,BOISE technical mpmsontudvofor oonnemiondesign oCC�� BC rR�mER# oCx� ' ' ' 8C R|MB0AnDMember has noside loads. = BC n|� ' BOARD=.8O|SEGLULAM"° Concentrated loads are not considered inside load analysis. . VERSA-LAM@VERSA-R|�0 ' ' Connectors are: 1OdSinker Nails VERSA-RIMPLUS@. vERSA'GTRAwDw, ' aminimum~z^ vsRSA'STUo@ ��0Snmanu ' �nninim"m�a^ *JSwamondomadmnv o=n'5/8" Bo�oCascade Cn�mno«on. u~12^ - = Page 1 of 1 y f v 4 Alpine Engineered Products, Inc. 1959 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Florida Certificate of Product Approval#FL19919 `Page 1 of l Document ID:ISNY235-Z0115105,809 Truss Fabricator: Lumber unlimited Job Identification: 550098-D.L. DAVIS/DUVAL COUNTY -- 1215 SELVA MARINA CIRCLE (55009BJ,.0 L."P_hV`15/1MX-COUNTY- Truss Count: 24 Model Codes Florida Building Code 2001 ti Truss Criteria: ANSI/TPI-1995(STD)/FBC = ' , Alpine Software,Version 7.20. —_ EngineeringSoftware: .... structural Engineer of Record or See Below: .► - W"; Address: Minimum Design Loads: Roof - N/A Floor - 55.0 PSF @ 1.00 Duration Wind - No Wind 5J Se Notes: �al,JJate�U6tda005� 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design`Engineer- record, as' defined in 'ANSI/TPI 1-1995 Section 2.2 Charlie Hoover Florida License Number:26476 2. The drawing date shown on this index sheet must ,match the date shown 1950 Marley Drive On the individual truss component drawing. Haines City,FL 33844 3. The loads indicated on all referenced girder., trusses are consistent with the truss layout provided by Lumber Unlimited for the above referenced jok identification. Loads applied by non truss elements and basic load parameters ardA be reViewed ,and approved by the EOR/building designer. 4. As shown on attached drawings; the,drawing number is preceded by: HCUSR235 No Standard Details Refpescri tion Drawin` Date 1. ,56752 �F26 05166026 06115/05 I . 2' 56753-'427!: X05166027 6/15/05 41 3 .5675 X28 05166028 6/15/05 r 56755 F29 05166030 615/05 5 56756 F30 05;66031 05/15/05 6' 55757 F31 05166032 (6/15/05:' 7 56701iF32 ;; 05166033 06/15/fl5 .; 8; 56759 -F33 '05166034. 06/15/05:': 9i 567f � 34. 05166035 b6/15/05; 10 56761=-F35 05166036 (6/15/05 11 56762--F36 05166037 l 6/15/05 12 56763--F37 05166039 06/15/05 13 56764--F38 05166040 06/15/05 x 14 56765-439 05166041 06/15/05 i It 15 56766-,F40 05166042 06/15/05 16 56767-=F40A 05166043 6/15/05 17 56768--F41' 051660446/15/05 18 56769-:F42 05166045 06/15/05 19 56770--F43 05166646 06/15/05- 20" 56771--F44 05166047 06/15/05 21 56772--F45 05166048 06/15/05 22 56773--F46 05166049 06/15/05 23 56774--F47 05166050 66/15/05 24 56775--F48 05166051 06115105j g LP LP O p 41 r' p N r n Ln C ,-, o m , p r N o N M CO >- L 0 - Ln O N J M F— Z I) N N U N O a) K i Z N W W Z L CD LU O U) W Q LY U Q = = p C N1 N Li. 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'C 'C t G 'C z\ � ` z� x" z z z z`c` �zzz� zz zziz4� z z �Z z O O O O O O O O 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 O O O O O t x x x z . z x z >Z->Z- zxzxx zz xzxxxxxx x z z z z a > a a a > as as a>a» a� >a�aaaaa > a a a a CITY OF ATLANTIC BEACH Cc* r .S BUILDING /ZONING DEPARTMENT .�iggins J 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 " Js34> (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # fb-7�5 ( Property Address: I OL I I U I �( ,I r CA-(f--) Applicant: . - •� V l CVW�+r u C+-i rvu Project: ( l This permit application has been: Lr/Approved r7 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: , CDate: 7 - 2- 7 - 6 , Date Contractor Notified: .s S1,\1 �J CITY OF ATLANTIC BEACH Cc: BUILDING / ZONING DEPARTMENT L. Ford+ L. Higgins 1r? 800 Seminole Road J Atlantic Beach,Florida 32233 rF31�. (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: �5 V Q.. 1 ►/L K ou CA C2 Applicant:Applicant: Project: � l F This permit application has been: 92" Approved Reviewed and the following items need attention: Please re-submit your:r'OL4 ation when these items have been completed. v- Reviewed By: Date: 7 2 O S Date Contractor Notified: '5i1 'blfr�_r'° CITY OF ATLANTIC BEACH S PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # J Property Address: lA I - :'2) V 0-,� at if i 0J 0), C C 16 Applicant: t a V Project: W� � ` Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: G✓�4TE2 L 5�/rd - rs - 02 A A? o` Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904) 247-5834. Revie d by Donna Kat Public Utilities Director Date Signature Contractor Notified Date f"a Ked 7�da- J'f 7-6.513 FORMsooA-2001 ENERGY EFFICIENCY FLORIDA E ENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Builder: Dean Davis Project Name: terguson Permitting Office: Address: 1215 Selva Marina Circle Permit Number: City, State: Atlantic Beach, FL 32233- Jurisdiction Number: Owner: Ferguson Residence Climate Zone: North New _ ', 12. Cooling systems 1. New construction or existing Central Unit Cap:47.8 kBtu/hr - Single family - SEER: 12.00 - 2. Single family or multi-family 3. Number of units,if multi-family 4 - 5 - b. Central Unit Cap:47.8 kBtu/hr - 4. Number of Bedrooms SEER: 12.00 - No - Cap: 58.5 kBtu/hr - 5, is this a worst case? z 2 Others 6. Conditioned floor area(ftp) 5571 ft c. _ 7. Glass area&type Single Pane Double Pane - 13 Heating systems 1583.0 ft' Cap:45.0 kBtu/hr - a. Clear glass,default U-factor 0.0 ftz - � 0.0 ft2 0.0 W - a. Electric Heat Pump b. Default tint HSPF:8.60 _. C. Labeled U or SHGC 0.0 ftz 0.0 ft2 Cap:45.0 kBtu/hr - b. Electric Heat Pump 8. Floor types - HSPF:8.15 - R=0.0,300.0(p)ft - Cap:58.2 kBtu/hr - ' a. Slab-On-Grade Edge Insulation _ G, 2 Others b. N/A - c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ R=19.0,2281.0 ftz - EF:0.92 a. Frame,Wood,Exterior - R=5.0,2006.0 ft2 - b. Concrete,Int Insul,Exterior P'Ca 40.0 gallons - R=19.0,658.0 ftz� _. b. Electric Resistance c. Frame,Wood,Adjacent EF:0.92 _ d. N/A c. Conservation credits - e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types R=19DHP-Dedicated heat pump) a. Under Attic .0,2441.0 ftz _ _ I. 15. HVAC credits MZ-C,CF,MZ-H _ b. N/A (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts PT-Pro ammable Thermostat, a. Sup:Con. Ret:Con. AH: Interior Sup.R=6.0,25.0 ftz - 75.0 ft b. 3 Others MZ-C-Multizone cooling, MZ-H-Multizone heating) Total as-built points: 63898 PASS Glass/Floor Area: 0.28 Total base points: 69566 I hereby certify that the plans and specificati s covered Review of the plans and 04 C8E STATE I by this calculation are in co rncalculation indicates compliance X.- s ecifications covered by this �� - _ ,`o Energy Code. with the Florida Energy Code. Oce tat -Glens o e PREPARED BY: Before construction is completedI,y d DATE: _Z_ is building will be inspected for compliance with Section 553.908 j.�.00DJS� I hereby certify that this build-in s designed, sin Florida Statutes. compliance with the Floriner OWNER/AGENT: BUILDING OFFICIAL: �--- ' DATE: DATE: EnergyGauge®(Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1215 Selva Marina Circle, Atlantic Beach, FL,32233- PERMIT #: BASE AS-BUILT GLASS TYPES Overhang 18 X Conditioned X BSPM = Points Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points ,18 5571.0 20.04 20095.7 Double,Clear W 1.0 9.0 48.0 38.52 0.99 1839.7 Double,Clear W 1.0 7.0 18.0 38.52 0.98 682.4 Double,Clear S 1.0 7.0 36.0 35.87 0.97 1252.1 Double,Clear S 1.0 5.0 16.0 35.87 0.91 522.1 Double,Clear S 1.0 7.0 18.0 35.87 0.97 626.1 Double,Clear E 1.0 13.0 72.0 42.06 1.00 3015.7 Double,Clear N 1.0 7.0 18.0 19.20 0.99 340.6 Double,Clear E 12.0 9.0 48.0 42.06 0.45 915.6 Double,Clear E 12.0 9.0 48.0 42.06 0.45 915.6 Double,Clear W 3.0 9.0 48.0 38.52 0.85 1575.5 Double,Clear E 1.0 9.0 72.0 42.06 0.99 3010.9 Double,Clear S 20.0 9.0 48.0 35.87 0.45 766.8 Double,Clear W 8.0 9.0 48.0 38.52 0.56 1029.4 Double,Clear W 8.0 9.0 48.0 38.52 0.56 1029.4 Double,Clear E 1.0 9.0 64.0 42.06 0.99 2676.3 Double,Clear E 1.0 9.0 48.0 42.06 0.99 2007.2 Double,Clear S 1.0 9.0 64.0 35.87 0.99 2272.2 Double,Clear N 1.0 9.0 48.0 19.20 0.99 915.7 Double,Clear N 1.0 6.0 30.0 19.20 0.97 561.3 Double,Clear N 8.0 9.0 48.0 19.20 0.73 671.1 Double,Clear W 1.0 3.0 4.0 38.52 0.85 131.3 Double,Clear N 1.0 7.0 30.0 19.20 0.99 567.7 Double,Clear S 1.0 9.0 48.0 35.87 0.99 1704.1 Double,Clear W 1.0 6.0 30.0 38.52 0.97 1119.5 Double,Clear S 1.0 6.0 45.0 35.87 0.94 1518.7 Double,Clear S 1.0 6.0 45.0 35.87 0.94 1518.7 Double,Clear E 1.0 4.0 18.0 42.06 0.91 691.1 Double,Clear E 1.0 6.0 25.0 42.06 0.97 1018.0 Double,Clear W 1.0 6.0 45.0 38.52 0.97 1679.2 Double,Clear E 1.0 6.0 15.0 42.06 0.97 610.8 Double,Clear W 1.0 6.0 30.0 38.52 0.97 1119.5 Double,Clear W 1.0 4.0 18.0 38.52 0.91 633.4 Double,Clear W 1.0 3.0 4.0 38.52 0.85 131.3 Double, Clear N 1.0 6.0 15.0 19.20 0.97 280.6 Double,Clear N 1.0 6.0 30.0 19.20 0.97 561.3 Double,Clear E 1.0 6.0 30.0 42.06 0.97 1221.6 Double,Clear S 1.0 6.0 30.0 35.87 0.94 1012.4 Double,Clear N 1.0 7.0 18.0 19.20 0.99 340.6 Double,Clear E 1.0 7.0 18.0 42.06 0.98 744.6 Double,Clear S 1.0 9.0 63.0 35.87 0.99 2236.7 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 T FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1215 Selva Marina Circle, Atlantic Beach, FL, 32233- PERMIT #: BASE AS-BUILT ASS TYPES.18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area XSPM XSOF = Points Double,Clear E 1.0 9.0 42.0 42.06 0.99 1756.3 Double,Clear E 1.0 9.0 35.0 42.06 0.99 1463.6 Double,Clear N 1.0 9.0 21.0 19.20 0.99 400.6 Double,Clear E 1.0 8.0 18.0 42.06 0.99 748.4 Double,Clear N 1.0 8.0 18.0 19.20 0.99 341.9 As-Built Total: 1583.0 50177.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 658.0 0.70 460.6 Frame,Wood,Exterior 19.0 2281.0 0.90 2052.9 Exterior 4287.0 1.70 7287.9 Concrete, Int Insul, Exterior 5.0 2006.0 1.00 2006.0 Frame,Wood,Adjacent 19.0 658.0 0.40 263.2 Base Total: 4945.0 7748.5 As-Built Total: 4945.0 4322.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 21.0 2.40 50.4 Exterior Wood 24.0 6.10 146.4 Exterior 24.0 6.10 146.4 Adjacent Insulated 21.0 1.60 33.6 Base Total: 45.0 196.8 As-Built Total: 45.0 180.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2441.0 1.73 4222.9 Under Attic 19.0 2441.0 2.34 X 1.00 5711.9 Base Total: 2441.0 4222.9 As-Built Total: 2441.0 5711.9 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 300.0(p) -37.0 -11100.0 Slab-On-Grade Edge Insulation 0.0 300.0(p 41.20 12360.0 Raised 0.0 0.00 0.0 Base Total: -11100.0 As-Built Total: 300.0 -12360.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 5571.0 10.21 56879.9 5571.0 10.21 56879.9 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 600A-2001 CALCULATIONS SUMMER CAL od A - Details Residential Whole Building Performance Meth ADDRESS: 1215 Selva Marina circle, Atlantic Beach, FL,32233- PERMIT #: AS-BUILT BASE 104911.4 Summer Base Points: 78043.9 Summer As-Built Points: x system x ultiplier Points Credit = Cooling Cooling Total X Cap X DuctTotal Summer X System Points Component Ratio Multiplier 4HUMultiplier M Points Multiplier (DM 104911.4 0.310 (1.000 x 1.147 x 0.86) 0.284 0.902 82828 0.902 6012.8 104911.4 0.225 (1.000 x 1.147 x 0.86) 0.284 0,902 8282.8 104911.4 0.310 (1.000 x 1.147 x 0.86) 0.284 0.902 4124.1 104911.4 0.154 (1.000 x 1.147 x 0.86) 0.284 78043.9 0.4266 33293.5 104911.4 1.00 0.992 0.284 0.902 26702.6 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1215 Selva Marina Circle, Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Point .18 5571.0 12.74 12775.4 Double,Clear W 1.0 9.0 48.0 20.73 1.00 996.6 Double,Clear W 1.0 7.0 18.0 20.73 1.00 374.8 Double,Clear S 1.0 7.0 36.0 13.30 1.01 481.7 Double, Clear S 1.0 5.0 16.0 13.30 1.06 224.8 Double,Clear S 1.0 7.0 18.0 13.30 1.01 240.8 Double,Clear E 1.0 13.0 72.0 18.79 1.00 1359.9 Double,Clear N 1.0 7.0 18.0 24.58 1.00 442.4 Double,Clear E 12.0 9.0 48.0 18.79 1.36 1227.9 Double, Clear E 12.0 9.0 48.0 18.79 1.36 1227.9 Double, Clear W 3.0 9.0 48.0 20.73 1.04 1036.7 Double,Clear E 1.0 9.0 72.0 18.79 1.01 1362.4 Double, Clear S 20.0 9.0 48.0 13.30 3.55 2266.7 Double, Clear W 8.0 9.0 48.0 20.73 1.15 1149.0 Double,Clear W 8.0 9.0 48.0 20.73 1.15 1149.0 Double,Clear E 1.0 9.0 64.0 18.79 1.01 1211.0 Double,Clear E 1.0 9.0 48.0 18.79 1.01 908.2 Double, Clear S 1.0 9.0 64.0 13.30 0.99 845.8 Double,Clear N 1.0 9.0 48.0 24.58 1.00 1179.4 Double, Clear N 1.0 6.0 30.0 24.58 1.00 737.7 Double,Clear N 8.0 9.0 48.0 24.58 1.02 1199.7 Double, Clear W 1.0 3.0 4.0 20.73 1.04 86.4 Double,Clear N 1.0 7.0 30.0 24.58 1.00 737.4 Double, Clear S 1.0 9.0 48.0 13.30 0.99 634.4 Double,Clear W 1.0 6.0 30.0 20.73 1.01 627.0 Double,Clear S 1.0 6.0 45.0 13.30 1.03 613.6 Double,Clear S 1.0 6.0 45.0 13.30 1.03 613.6 Double, Clear E 1.0 4.0 18.0 18.79 1.04 350.3 Double, Clear E 1.0 6.0 25.0 18.79 1.02 477.4 Double,Clear W 1.0 6.0 45.0 20.73 1.01 940.6 Double, Clear E 1.0 6.0 15.0 18.79 1.02 286.5 Double,Clear W 1.0 6.0 30.0 20.73 1.01 627.0 Double, Clear W 1.0 4.0 18.0 20.73 1.02 381.9 Double, Clear W 1.0 3.0 4.0 20.73 1.04 86.4 Double,Clear N 1.0 6.0 15.0 24.58 1.00 368.9 Double, Clear N 1.0 6.0 30.0 24.58 1.00 737.7 Double, Clear E 1.0 6.0 30.0 18.79 1.02 572.9 Double,Clear S 1.0 6.0 30.0 13.30 1.03 409.1 Double, Clear N 1.0 7.0 18.0 24.58 1.00 442.4 Double, Clear E 1.0 7.0 18.0 18.79 1.01 342.0 Double, Clear S 1.0 9.0 63.0 13.30 0.99 832.6 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1215 Selva Marina Circle, Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Point Double,Clear E 1.0 9.0 42.0 18.79 1.01 794.7 Double,Clear E 1.0 9.0 35.0 18.79 1.01 662.3 Double,Clear N 1.0 9.0 21.0 24.58 1.00 516.0 Double,Clear E 1.0 8.0 18.0 18.79 1.01 341.4 Double, Clear N 1.0 8.0 18.0 24.58 1.00 442.3 As-Built Total: 1583.0 32547.1 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 658.0 3.60 2368.8 Frame,Wood, Exterior 19.0 2281.0 2.20 5018.2 Exterior 4287.0 3.70 15861.9 Concrete, Int Insul, Exterior 5.0 2006.0 5.70 11434.2 Frame,Wood,Adjacent 19.0 658.0 2.20 1447.6 Base Total: 4945.0 18230.7 As-Built Total: 4945.0 17900.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 21.0 11.50 241.5 Exterior Wood 24.0 12.30 295.2 Exterior 24.0 12.30 295.2 Adjacent Insulated 21.0 8.00 168.0 Base Total: 45.0 536.7 As-Built Total: 45.0 463.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2441.0 2.05 5004.0 Under Attic 19.0 2441.0 2.70 X 1.00 6590.7 Base Total: 2441.0 5004.0 As-Built Total: 2441.0 6590.7 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 300.0(p) 8.9 2670.0 Slab-On-Grade Edge Insulation 0.0 300.0(p 18.80 5640.0 Raised 0.0 0.00 0.0 Base Total: 2670.0 As-Built Total: 300.0 5640.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 5571.0 -0.59 -3286.9 5571.0 -0.59 -3286.9 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1215 Selva Marina Circle, Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT Winter Base Points: 35930.0 Winter As-Built Points: 59854.1 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 59854.1 0.304 (1.000 x 1.169 x 0.88) 0.397 0.950 7070.6 59854.1 0.238 (1.000 x 1.169 x 0.88) 0.418 0.950 5836.2 59854.1 0.304 (1.000 x 1.169 x 0.88) 0.397 0.950 7070.6 59854.1 0.155 (1.000 x 1.169 x 0.88) 0.455 0.950 4143.9 35930.0 0.6274 22542.5 59854.1 1.00 1.033 0.410 0.950 24062.7 EnergyGaugeTll DCA Form 60OA-2001 EnergyGauge®JFIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1215 Selva Marina Circle, Atlantic Beach, FL, 32233- PERMIT #: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2746.00 13730.0 50.0 0.92 5 0.56 2626.61 1.00 7296.1 40.0 0.92 5 0.44 2626.61 1.00 5836.9 As-Built Total: 13133.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 33294 22542 13730 69566 26703 24063 13133 63898 PASS P OI THE S -4 1 ob EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1215 Selva Marina Circle, Atlantic Beach, FL, 32233- PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surroundingwall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations; between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 _ Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads i_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. I Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeT"^DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.1 The higher the score,the more efficient the home. Ferguson Residence, 1215 Selva Marina Circle, Atlantic Beach, FL, 32233- 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:47.8 kBtu/hr _ 3. Number of units,if multi-family 4 _ SEER: 12.00 _ 4. Number of Bedrooms 5 _ b. Central Unit Cap:47.8 kBtu/hr 5. Is this a worst case? No - SEER: 12.00 _ 6. Conditioned floor area(ft2) 5571 ft2 c. 2 Others Cap: 58.5 kBtu/hr _ 7. Glass area&type Single Pane Double Pane - _ a. Clear-single pane 0.0 ft2 1583.0 ft2 - 13. Heating systems b. Clear-double pane 0.0 ft2 0.0 ft2 - a. Electric Heat Pump Cap:45.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 0.0 ft2 - HSPF: 8.60 _ d. Tint/other SHGC-double pane b. Electric Heat Pump Cap:45.0 kBtu/hr _ 8. Floor types _ HSPF:8.15 _ a. Slab-On-Grade Edge Insulation R=0.0,300.0(p)ft _ a 2 Others Cap: 58.2 kBtu/hr b. NIA c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Frame,Wood,Exterior R=19.0,2281.0 ft2 _ EF:0.92 _ b. Concrete,Int Insul,Exterior R=5.0,2006.0 ft2 _ b. Electric Resistance Cap:40.0 gallons c. Frame,Wood,Adjacent R=19.0,658.0 ft2 _ EF:0.92 _ d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0,2441.0 ft2 _ 15. HVAC credits MZ-C,CF,MZ-H _ b. N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH:Interior Sup.R=6.0,25.0 ft2 _ MZ-C-Multizone cooling, b. 3 Others 75.0 ft 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) oFZHE sp9T� in this home before final inspection. Otherwise,a new EPL Display Card will be completed „ _ o� based on installed Code pliant res. Builder Signature: f I Date: Address of New Home/ City/FL Zip. ! GOD WE t�4 *NOTE.- The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. ff your score is 80 or greater(07-86.&-a US EPA/DOE EnergyStarr"designation), your home may qualify for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at xi"_fsec.ucf edu for information and a List of certified Raters. For information about Florida's Energy Eff ciency Code For Building Construction, contact the Department of Community Affair]�W'gyUNersion: FLRCPB v3.30) Ferguson Residence HVAC Load Calculations for Dean Davis 1901 1 st Street North Jacksonville Beach, FL 32250 RmDZIMAL HVAC L oA rm Pre a d By: n Jones cean State Heat d Air Conditioning 1476 tlantic Neptune 13 aach, FL 32266 (904 249-8251 Wednesd y, April 27,2005 Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Ferguson Residence Neptune Beach, FL 32266-1798 Page 2 Project Report General Project Information Project Filename: C:\Elite\Rhvacw\Projects\Owner-Builders\ferguson.rhv Project Title: Ferguson Residence Designed By: Ocean State Heating & Air Conditioning Project Date: Wednesday, April 27, 2005 Client Name: Dean Davis Client Address: 1901 1 st Street North Client City: Jacksonville Beach, FL 32250 Client Phone: 237-2222 Client Fax: 247-6513 Company Name: Ocean State Heating and Air Conditioning Company Representative: Glenn Jones Company Address: 1476 Atlantic Blvd. Company City: Neptune Beach, FL 32266 Company Phone: (904)249-8251 Company Fax: (904) 249-8949 Company Comment: Design Data _ Reference City: St Augustine, Florida Daily Temperature Range: Medium Latitude: 29 Degrees Elevation: 10 ft. Altitude Factor: 1.000 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 35 0 0 72 0 Summer: 89 78 50 75 63 Check Figures Total Building Supply CFM: 4,752 (5.3 AC/hr) CFM Per Square ft.: 0.853 Square ft. of Room Area: 5,571 Square ft. Per Ton: 493 Building Loads Total Heating Required With Outside Air: 122,124 Btuh 122.124 MBH Total Sensible Gain: 104,506 Btuh 86 % Total Latent Gain: 16,543 Btuh 14 % Total Cooling Required With Outside Air: 121,049 Btuh 10.09 Tons (Based On Sensible + Latent) 11.31 Tons (Based On 77% Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. !`•\Cl+o\Rhvon \Prnierto\flumnr_Riiilrlarc\farniicnn rhv WP.dnP.RrIAV. Anril 27. 2(lns 12-iF pM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development, Inc. Ocean State Htg&A/C Ferguson Residence Neptune Beach, FL 32266-1798 Page 3 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 1253 33,615 0 56,131 56,131 9G French Door Double Clear Glass Wood Frame 330 6,373 0 12,836 12,836 10D Door Wood Solid Core 24 408 0 194 194 11A Door Metal Fiberglass Core 21 99 0 0 0 12H Wall R-19+ 1/2" Gypsum Board(R-0.5) 2281 5,066 0 2,413 2,413 13H Part R-19+ 1/2" GypsumBoard(R-0.5) 658 587 0 0 0 14B Wall 8" or 12" Block+ R-5 2006 10,689 0 2,975 2,975 16G Ceiling Under Vent. Attic- R-30 Insulation 1781 2,175 0 2,233 2,233 18C Roof+Ceil R-19 Batts(2x8" rafter) 660 1,196 0 1,230 1,230 22A Slab on Grade No Edge Insulation 300 8,991 0 0 0 Subtotals for structure: 69,199 0 78,012 78,012 People: 6 1,380 1,800 3,180 Equipment: 0 1,800 1,800 Lighting: 0 0 0 Ductwork: 20,356 0 17,417 17,417 Infiltration: Winter CFM: 801, Summer CFM: 356 32,569 15,163 5,477 20,640 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 104,506 Temperature Swing Multiplier: X 1.00 Total Building Load Totals: 122,124 16,543 104,506 121,049 Check Figures Total Building Supply CFM: 4,752 (5.3 AC/hr) CFM Per Square ft.: 0.853 Square ft. of Room Area: 5,571 Square ft. Per Ton: 493 Building Loads Total Heating Required With Outside Air: 122,124 Btuh 122.124 MBH Total Sensible Gain: 104,506 Btuh 86 % Total Latent Gain: 16,543 Btuh 14 % Total Cooling Required With Outside Air: 121,049 Btuh 10.09 Tons (Based On Sensible + Latent) 11.31 Tons (Based On 77%Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. r \Ffitc\RhvarlAAPrniartc\0%Ainar-RiiiIrip.rc\farniignn rhv WednPsday. Anril 27. 2665. 12:161 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Ferguson Residence Neptune Beach, FL 32266-1798 - _ - Page 4 System 4 Summary Loads _ - Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 370 9,927 0 16,388 16,388 14B Wall 8" or 12" Block+ R-5 780 4,157 0 1,158 1,158 22A Slab on Grade No Edge Insulation 115 3,447 0 0 0 Subtotals for structure: 17,531 0 17,546 17,546 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 4,617 0 3,696 3,696 Infiltration: Winter CFM: 137, Summer CFM: 61 5,553 2,586 933 3,519 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 22,175 Temperature Swing Multiplier: X 1.00 System 4 Load Totals: 27,701 2,586 22,175 24,761 Check Figures Supply CFM: 1,008 (6.6 AC/hr) CFM Per Square ft.: 1.108 Square ft. of Room Area: 910 Square ft. Per Ton: 379 System Loads - - Total Heating Required With Outside Air: 27,701 Btuh 27.701 MBH Total Sensible Gain: 22,175 Btuh 90 % Total Latent Gain: 2,586 Btuh 10 % Total Cooling Required With Outside Air: 24,761 Btuh 2.06 Tons (Based On Sensible + Latent) 2.40 Tons (Based On 77% Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. n. era \oti.,, ,.\Dr t�\(leiror_R iilrlere\forrnenn rhv WPrinE?criax/ Anril 27 Pnns 12•iF PM Rhvac-Residential &Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Ferguson Residence Neptune Beach, FL 32266-1798 Page 5 System I Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 312 8,370 0 13,606 13,606 9G French Door Double Clear Glass Wood Frame 288 5,562 0 9,913 9,913 10D Door Wood Solid Core 24 408 0 194 194 14B Wall 8" or 12" Block+ R-5 1226 6,532 0 1,817 1,817 22A Slab on Grade No Edge Insulation 185 5,544 0 0 0 Subtotals for structure: 26,416 0 25,530 25,530 People: 0 0 0 0 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 7,530 0 5,724 5,724 Infiltration: Winter CFM: 276, Summer CFM: 123 11,230 5,226 1,889 7,115 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 34,343 Temperature Swing Multiplier: X 1.00 System 1 Load Totals: 45,176 5,226 34,343 39,569 Check Figures Supply CFM: 1,562 (5.1 AC/hr) CFM Per Square ft.: 0.849 Square ft. of Room Area: 1,840 Square ft. Per Ton: 495 System Loads Total Heating Required With Outside Air: 45,176 Btuh 45.176 MBH Total Sensible Gain: 34,343 Btuh 87 % Total Latent Gain: 5,226 Btuh 13 % Total Cooling Required With Outside Air: 39,569 Btuh 3.30 Tons (Based On Sensible + Latent) 3.72 Tons (Based On 77% Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. r•\ci+ \[7h .\Prnio�+c\flnmcr-Ri ilrlcrc\fcrniicnn rhv WP.dnPstiav Anril 27 2nm. 12.16 PM - Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Ferguson Residence Neptune Beach, FL 32266-1798 Page 6 System 2 Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 416 11,160 0 19,987 19,987 12H Wall R-19+ 1/2" Gypsum Board(R-0.5) 2038 4,526 0 2,156 2,156 16G Ceiling Under Vent. Attic- R-30 Insulation 1781 2,175 0 2,233 2,233 Subtotals for structure: 17,861 0 24,376 24,376 People: 6 1,380 1,800 3,180 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 6,073 0 5,655 5,655 Infiltration: Winter CFM: 307, Summer CFM: 137 12,497 5,819 2,102 7,921 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 33,933 Temperature Swing Multiplier: X 1.00 System 2 Load Totals: 36,431 7,199 33,933 41,132 Check Figures Supply CFM: 1,543 (4.5 AC/hr) CFM Per Square ft.: 0.714 Square ft. of Room Area: 2,161 Square ft. Per Ton: 588 System Loads Total Heating Required With Outside Air: 36,431 Btuh 36.431 MBH Total Sensible Gain: 33,933 Btuh 82 % Total Latent Gain: 7,199 Btuh 18 % Total Cooling Required With Outside Air: 41,132 Btuh 3.43 Tons (Based On Sensible + Latent) 3.67 Tons (Based On 77% Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. :._ � .. A0,-;--+c\n... cr-R6ii1r1orQ\f=rniignn rh\/ Wednesday. April 27. 2005. 12:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Ferguson Residence Neptune Beach, FL 32266-1798 Page 7 System 3 Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 155 4,158 0 6,150 6,150 9G French Door Double Clear Glass Wood Frame 42 811 0 2,923 2,923 11A Door Metal Fiberglass Core 21 99 0 0 0 12H Wall R-19+ 1/2" Gypsum Board(R-0.5) 243 540 0 257 257 13H Part R-19+ 1/2" Gypsum Board(R-0.5) 658 587 0 0 0 18C Roof+Ceil R-19 Batts(2x8" rafter) 660 1,196 0 1,230 1,230 Subtotals for structure: 7,391 0 10,560 10,560 People: 0 0 0 0 Equipment: 0 600 600 Lighting: 0 0 0 Ductwork: 2,136 0 2,342 2,342 Infiltration: Winter CFM: 81, Summer CFM: 36 3,289 1,532 553 2,085 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 14,055 Temperature Swing Multiplier: X 1.00 System 3 Load Totals: 12,816 1,532 14,055 15,587 Check Figures Supply CFM: 639 (7.1 AC/hr) CFM Per Square ft.: 0.968 Square ft. of Room Area: 660 Square ft. Per Ton: 434 System Loads - _ - Total Heating Required With Outside Air: 12,816 Btuh 12.816 MBH Total Sensible Gain: 14,055 Btuh 90 % Total Latent Gain: 1,532 Btuh 10 % Total Cooling Required With Outside Air: 15,587 Btuh 1.30 Tons (Based On Sensible+ Latent) 1.52 Tons (Based On 77% Sensible Capacity) Notes - Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C`.-\FGta\Rhvarw\Prniects\Owner-Builders\ferouson.rhv Wednesday. April 27. 2005. 12:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Ferguson Residence Neptune Beach,FL 32266-1798 Page 8 System 4 Room Load Summary Htg Htg Run Run Clg Cig Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Study 192 7,267 94 4-6 514 7,099 713 323 1.25 403 323 2 Guest Bath 78 1,300 17 1-4 317 522 112 24 1.17 28 24 3 Guest Bedroom 208 9,228 120 4-6 479 7,876 755 358 1.05 376 358 4 Foyer 432 9,906 129 3-6 541 6,678 1,006 304 1.05 319 304 System 4 total 910 27,701 360 22,175 2,586 1,008 1,126 1,008 System 4 Main Trunk Size: 18 in. Velocity: 571 ft./min Loss per 100 ft.: 0.047 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.06 90%/ 10% 22,175 2,586 24,761 Recommended: 2.40 77%/23% 22,175 6,624 28,799 r•\Gtito\Rhvarni\Prniartc\(lninar_Riiilriarc\farrtiicnn rhv WArinaGriav Anril P7 PnnF; 12-1 F; PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Ferguson Residence Neptune Beach, FL 32266-1798 Page 9 System 9 Room Load Summary Htg Htg Run Run Cig Clg Clg Zone Clg Air' Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 5 Living 624 13,534 176 6-6 601 12,457 1,809 566 1.25 708 566 6 Dining 400 15,877 206 6-6 565 13,936 1,876 634 1.05 665 634 7 Kitchen 504 5,662 74 2-5 537 3,220 653 146 1.00 146 146 8 Utility 312 10,103 131 3-6 493 4,730 888 215 1.35 290 215 System 1 total 1,840 45,176 587 34,343 5,226 1,562 1,810 1,562 System 1 Main Trunk Size: 24 in. Velocity: 497 ft./min Loss per 100 ft.: 0.025 in.wg . _.._...... ............. .. Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 3.30 87%/ 13% 34,343 5,226 39,569 Recommended: 3.72 77%/23% 34,343 10,258 44,601 r�.\�r \�h nn,.ADrn.nn+r\(l eir,er_Riiilr7orelferrviicnn rhv WPrinPCriav Anril 27 Pnn.r, 12•1R PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Ferguson Residence Neptune Beach, FL 32266-1798 Page 10 System 2 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 9 Master Bedroom 256 6,061 79 3-6 530 5,088 1,279 231 1.35 312 231 10 Master Bath 182 5,286 69 2-6 565 3,613 881 164 1.35 222 164 11 Master Closet 117 2,171 28 1-6 592 2,555 350 116 1.00 116 116 12 Foyer 324 4,307 56 3-6 471 4,880 629 222 1.25 277 222 13 Utility 2 90 1,356 18 1-5 525 1,574 210 72 1.00 72 72 14 Bedroom 3 169 2,526 33 2-6 494 3,413 650 155 1.25 194 155 15 Closet 3&4 72 106 1 1-4 56 108 0 5 1.00 5 5 16 Bath 3&4 170 1,982 26 1-6 611 2,110 252 96 1.25 120 96 17 Bedroom 4 169 2,116 27 1-6 478 2,066 726 94 1.00 94 94 18 Bedroom 5 196 2,734 36 1-6 493 2,130 880 97 1.00 97 97 19 Bath 5 36 53 1 1-4 28 54 0 2 1.00 2 2 20 Play Room 280 4,840 63 2-6 459 3,966 839 180 1.00 180 180 21 Stairway2 100 2,893 38 1-6 550 2,376 503 108 1.00 108 108 System 2 total 2,161 36,431 473 33,933 7,199 1,543 1,800 1,543 System 2 Main Trunk Size: 24 in. Velocity: 491 ft./min Loss per 100 ft.: 0.024 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 3.43 82%/ 18% 33,933 7,199 41,132 Recommended: 3.67 77%/23% 33,933 10,136 44,069 ('1Glitc\Rhvarnr\Prniorttc\Clnmar-Riiilriarc\farryi�cnn rhv Wednesday. April 27. 2005. 12:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Ferguson Residence Neptune Beach, FL 32266-1798 Page 11 System 3 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 22 Dining 2 370 8,856 115 4-7 458 10,256 1,131 466 1.05 490 466 23 Stairway 3 110 2,698 35 1-6 605 2,612 253 119 1.00 119 119 24 Service Area 126 596 8 1-4 522 1,002 0 46 1.00 46 46 25 Powder 54 666 9 1-4 96 185 148 8 1.00 8 8 System 3 total 660 12,816 167 14,055 1,532 639 662 639 System 3 Main Trunk Size: 14 in. Velocity: 598 ft./min Loss per 100 ft.: 0.072 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split BtuhBtuh Btuh Net Required: 1.30 90%/ 10% - 14,055 - - - _ 1,532 15,587 Recommended: 1.52 77%/23% 14,055 4,198 18,253 f•\Flito\Rhvar%nAPrnicrte\(l%emcr-Ruilr,=rc\farnllcnn rhv WarinPGriav_ Anril 27_ Pnn.r,. 12.16; PM gym° u 6t v 10 y TT �m9 ,(� 0 U/ E N � -Oc>� u � W "4 0-0 m �dl �ovv nn U X tAl m�PS JOB: 550095 DL DAVIS 1 a i bLOC: 1215 SELVA MARINA CIRCLE IL PLAN: FERGU50N RESID U DESIGNER: RICHARD TINGLEY ((�� to Q V 0 o y TWQ Q03 21I o ALL CONVENTIONAL FRAMING LOADS PROVIDED BY E.O.R.NO OTHER ADDITIONAL CONVENTIONAL F39 FARMING LOADS MAYBE SUPPORTED q E 0 BY FLOOR SYSTEM i� O N 3 F36 J T OrV Q) cJ9� ALL BEAMS ARE 5015E CASCADE VERSA-LAM SIP C12 3° F40A (� F4m ,� APPROVAL #1644.1 51`1-9 2-1.15" X 24" LVL 1' 0 AD ON WALL I 5M-10 2-1.15" X 24" LVL 23' _FLF BM-11 2-1.15" X 24" LvL 23' F41 151-1-12 3-1,15" X 24" LVL 21' _ BM-13 2-1,15" X 24" LVL 26' a�m BM-14 2-1.15" X 24" LVL 36' t BM-15 2-1.15" X 24" LVL 31' ° -i5 BM-16 2-1.15" X 24" LVL 35' f tl�01 o � ur� F41 _ oo�c HANGERS ON JOB ARE AS FOLLOWS )NTLOAD 144LLA028DL F42 UNLESS NOTED OTHERWISE .v eosin F43 APPLICATION PART " APPROVAL x z FLOOR TRUSS THA422 FL414.413 Q 2-PLY BEAM HGU5414 FL414.140 _ m F44 a 3-PLY BEAM EGQ55-5D53 FL414.140 — Q2, 1 z ,AD GN WALL � F45 o o^.v i F46 gHoP DRAWING REVIEW DISPOSITION } -3~ WC ATTENTION.Review of shop drawings is only for conformance with Tu o ON teeir Concept of the project ana does not relieve the f the he ~N Of teeponsibility for any dev'at;on'rum me requirements of t $h11op" 9 o m 0w011s. Contractor shall determine a:ld venty all field meawnmante- amoou �APPRO�O D RETURNED FOR CORRECTt9111 "v C APPROVE AS N� O 8#TtD tMTNOUT ACTION s g Qo nm�v a Ney APPRiJ" ❑ SEE�T&4#0�M(�W 00 v E TOP Y WE zL.K._2 RFs.CENT.MOTM RD-WYE X2 JNJMWUL IFIL �pk i F29 T F-30 e F31 IJNIFOW LOAD ON WALL 120121-1501-1-PLF POINT LOAD F32 -- I XFOW L m MLA05 BM-11 � I 2 Q 0 0 — — — — BM-Vo J I Q I J LN,RlW m ^ 14001 m = v m m LL LL LL LL LL Q LL LL LL LL LL � 11 Z o r J Z LL a-J tj F41 F48 3,10, ��S ,Z, 18a— SUPPORT REPORT JOB DESCRIPTION: 55009B wWIND CODE: N/A WIND MPH: N/A BLDG TYPE : N/A TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT . REACT. MAX WIND DESC SPAN-ft SIZE-in. TYPE XLOC-ft . YLOC-ft . MAX. +# MAX• -# UPLFT . -# ---------------------------------- F26 25 .417 5 . 000 WALL 0 . 000 20 . 500 41 F26 25 .417 295 . 000 WALL 0 .417 20 . 500 1782 F26 25 .417 5 . 000 WALL 25 . 000 20 . 500 41 --- --------------------- -- ---------------------- -- ------ -------- --------------- F27 25 .417 5 . 000 WALL 0 . 000 20 . 500 924 F27 25 .417 5 . 000 WALL 25 . 000 20 . 500 924 --- ------------- --- ------- ------------------------ --------- -------------------- F28 25 .417 5 . 000 WALL 0 . 000 20 . 500 924 F28 25 .417 5 . 000 WALL 25 . 000 20 . 500 924 ---------------- ---------- ----------------------------------------------------- F29 20 . 583 5 . 000 WALL 0 . 000 20 . 500 61 F29 20 . 583 242 . 000 WALL 0 . 417 20 . 500 2204 ------------------------------------------------------------------------------- F30 20 . 583 5 . 000 WALL 0 . 000 20 . 500 1120 F30 20 . 583 5 . 000 WALL 20 . 167 20 . 500 1120 ---------------- --- ------------------------------------------------------------ F31 20 .292 5 . 000 WALL 0 . 000 20 . 500 1103 F31 20 . 292 3 . 000 Special 20 . 042 20 . 500 1116 -------------------------------------- ----------------------------------------- F32 20 . 000 3 . 000 Special 0 . 000 20 . 500 1100 F32 20 . 000 3 . 000 Special 19 . 750 20 . 500 1100 -------------------------- ----------------------------------------------------- F33 22 . 531 3 . 000 Special 0 . 000 20 . 500 826 F33 22 . 531 5 . 000 WALL 22 . 115 20 . 500 818 -------------------------- --------------------- -------------------------------- F34 22 . 573 3 . 000 Special 0 . 042 20 . 500 727 F34 22 . 573 36 . 000 WALL 19 . 156 20 . 500 1302 F34 22 . 573 5 . 000 WALL 22 . 156 20 . 500 -411 -------------- -- - --------------------------------- ------- ---------------------- F35 19 . 531 3 . 000 Special 0 . 000 20 . 500 716 F35 19 . 531 5 . 000 WALL 19 . 115 20 . 500 708 ---------------- --------------------------------------------------------------- F36 10 . 740 3 . 000 Special 0 . 000 20 . 500 591 F36 10 . 740 3 . 000 Special 10 .490 20 . 500 591 -------------------------- --------------------- -------------------------------- F37 11 .417 5 . 000 WALL 0 . 000 20 . 500 615 F37 11 .417 3 . 000 Special 11 . 167 20 . 500 628 ---------------- -- ------------------ ------------------------------------------- F38 13 . 917 5 . 000 WALL 0 . 000 20 . 500 753 F38 13 . 917 5 . 000 WALL 13 . 500 20 . 500 753 ---------------- -------- ----------------- ------------------ ------- ------------- F39 13 . 917 5 . 000 WALL 0 . 000 20 . 500 60 F39 13 . 917 162 . 000 WALL 0 .417 20 . 500 1470 ------------------------------------------------------------------------------- F40 30 . 323 5 . 000 WALL 0 . 000 20 . 500 686 F40 30 . 323 53 . 000 WALL 13 . 500 20 . 500 1749 F40 30 . 323 51 . 875 WALL 26 . 000 20 . 500 928 ---------------- -- ----------- ---- ---------- ------------------------------------ F40A 26 . 417 5 . 000 WALL 0 . 000 20 . 500 1010 F40A 26 .417 5 . 500 WALL 13 . 500 20 . 500 3079 F40A 26 . 417 5 . 500 WALL 17 . 458 20 . 500 2268 F40A 26 . 417 5 . 000 WALL 26 . 000 20 . 500 842 ---------------- -- ----------------------------------------- ------ -------------- F41 30 . 323 5 . 000 WALL 0 . 000 20 . 500 664 F41 30 . 323 5 . 500 WALL 13 . 500 20 . 500 1982 -- --Jv--�J --- - -- -- --- - --- - --- --- -- ------ ----- ----- - - - - - - -- - --- ---------- -- - -- -- --- - --- - --- --- --------- ----- ----- - - - - - - -- - --- ---------- -- F42 31 . 681 3 . 571 WALL 0 . 000 20 . 500 778 'F42 31 . 681 5 . 500 WALL 14 . 858 20 . 500 1907 F42 31 .681 3 . 500 WALL 31 . 389 20 . 500 846 --- ---------- - ------- --------------- ------ ------- -- --- -- --- -- --- ------ ----------- F43 33 . 681 3 . 500 WALL 0 . 000 20 . 500 883 F43 33 . 681 5 . 500 WALL 16 . 858 20 . 500 2035 F43 33 . 681 3 . 500 WALL 33 . 389 20 . 500 839 --- ------- ---- ------------ --------- ---------------------------- ---- F44 33 . 823 5 . 000 WALL 0 . 000 20 . 500 835 F44 33 . 823 5 . 500 WALL 17 . 000 20 . 500 2218 F44 33 . 823 3 . 500 WALL 33 . 531 20 . 500 783 --- --------------------------------------------------------------------------- F45 32 . 139 7 . 071 WALL 0 . 000 20 . 500 754 F45 32 . 139 5 . 500 WALL 15 . 316 20 . 500 2100 F45 32 . 139 3 . 500 WALL 31 . 847 20 . 500 787 ---------------- --------------------------------------------------------------- F46 30 . 608 162 . 918 WALL 0 . 000 20 . 500 6519 F46 30 . 608 7 . 625 WALL 29 . 972 20 . 500 1585 ------------------------------------------------------------------------------- F47 17 . 583 7 . 125 WALL 0 . 000 20 . 500 955 F47 17 . 583 7 . 125 WALL 16 . 990 20 . 500 955 ------------------------------------------------------ ------------------------- ADJUSTABLE THA/THACTRUSS HANGERS rills product is preferable to similar connectors because of a)easier installation, b)higher loads,c)lower installed cost,or a combination of these features. The THA series'extra long straps allow full code nailing and can be - ra .k field-formed to give top flange hanger convenience. CQR s�4511 MATERIAL:See table. Dome Double ,- FINISH:Galvanized.Some products available in Z MAX; Shear NailingsW, -. see Corrosion-Resistance,page 5. prevents tabs ; ' f'%r°for x^ THAC422 ?; INSTALLATION:•Use all specified fasteners.See General Notes. breaking off ►� H 2'!i for #� •Two different installation methods may be used: (available on c THA422 2 k Maximum nailing-Install all face nails according to the table. some models) THA4252 Nails used for the joist attachment must be driven at an angle U.S.Patent 5,603,580 so that they penetrate through the corner of the joist into the header. With single 2x carrying members,use 10dx1 1/2"nails into the carrying member,and 10d or 16d commons into the carried member, Double „ * THA29 and use 0.81 of the table value for 18 gauge,and 0.68 of the table Shear Nailing w THA value for 16 gauge. 9 � Minimum nailing-For the THA29,the minimum nailing schedule Side View requires the use of joist double shear nailing as detailed above, THAC422 and that the strap be field-formed over the header a minimum 4x Nailer 4 Top Nails of 21/2”.A minimum of four top and four face nails must be used.For all models except the THA29, the minimum nailing schedule may be followed where double shear nailing is not possible, rxa provided the strap is field-formed over the top Nails Vis: of the header a minimum of 1112"for the THA213 and THA413,and 2"for all others,and a Typical THA29 minimum of four top and two face nails are Minimum Nailing Installation used.The joist double shear nailing tabs are easily straightened so that the nails can Joist Straight Nails be driven straight into the joist. Typical THA Minimum Double Shear CODES:See page 10 for Code Listing Key Chart. Typical THA Installation Nailing Configuration on a Nailing Top View with a 4x2 floor truss 4x Nailer(except THA29) o , Dou6 FiC(ardUSpptbom Pulb' y Spruce-Pine-Fir +r Dimensions : Fasteners - a Minimum Down Allowabtetods Allowable Loads, Model � � ; i Code Carried No. Da Carrying Carried Avg �Up)iitx„F1t K31-Aow �oai Uplift .Floor' Snow; Root Wind net. �q Member w H 6 Member Member.., Ult (115)!(125) .(133) Top Fall Straight Slant MINIMUM NAILING-TOP FLANGE 2x4 THA29 18! 1/-�9 Xe 5y 14 104 4-104 = 4-104 8167 750 T 2260 2310 750 1740 1785 1815 2x6THA213, 18 ' 1 13 5' 4 104 2-104"4-104x1 5343 1$15-:1615 �615P €5- 1280 12804'1280 1230 2x6 THA218 18 1 17ye 5y2 4-10d, 2 10d`4-10dxly, 5343 t 1815 kr 1515 :1815 9 i X`I '- 12$0 1280`;1280 "?80' 1,84 2)2x10 16 3y, 171& 8 4-16d 2-16d 6-16dx2,!J 5085 1635 1635 1635 35 - 1465 1465 1465 1A65 635_16351 16S5 35 1465 1465 1465 '4C3�, (24 6 �THA413 2�16.118 3 a 13% 4 4-1 Od 2-1 Od:6 41 Od y _- 5343 1615 1615 1615 615 — ! 1280 1280 1280 2<0 C _ . ._.. — - - - - 4x10 THAC418 1164 3ja !17y { 7y�4-164 2-164 6-164 { - 5085 - 1635 1635 1635 635 - 1465 1465 1465 q – – n5 4x 0_ THA418 16 3/ �17�a _7y 14-164 2-164 6 l6d 5085 1635 1635 11635 E:^b 1465 1465 1465 Fi5 170 � Z - 4x2truss THA422 16 3% 22 71/, 4-164 2-16d 6-16d - 5085 1635 1635 1635 0 - 14651 1465 1465 1465 1,84 0 4x2"buss THAC422_ 16, 3y 22 7ly 4-164 i 2;164 T 8 164 5085 g 1635� l835 ;@3 ' 1 1<165 1465° 1485 2si5 4x2truss THM26 14 3 " 26,. 71% 4-16- "4-'16d 4-16d' 8.164 - 8720 7940 1940 j 1940 :.;940' 4x2truss_ THAC426 14 26 _7+ 4.164 4 164 _ &164 - 8720 24 $x 4255 2425 2 1940 19401 1940 '1940; o 33a.. � _ - 170 (2)4x2truss!THA422--2 1141 7y, 22156 9% 4-164 4-16d 6-16d 8727 2810 2810 2810 281U - 2260 2260 2260 225(l 2 4x2truss THA422 22!14 77 22,)i 9 4-16d 4.16dT_6 16d - 8727 - 2810__2810 2810 ; ( _ -2260260 2260 F2Et? o -- -- N O 14 7y ! M& 9 i 4-16d 4-16d 6 164 - 8727 - t 2810 2810 2810 ) U -_ 2260 2260 2260 LLl ' ! x2truss THAC426.9" 7y,_1 26y 1 9� 4-16di�4-16d - 8727 8727_-- 2810 2810!2810 , 810 2260 2260',_2260 c� MAXIMUM NAILING-ALL NAIL HOLES FILLED 2x4 THA29 181 16i 9 5 16-10d - 4-10d 8250 750 1-2125 2310 2350 1 37�0 __750_ 17401740 8 1815 "8 F 24THA213 118, 1% 13Xe. 5y 83 9`14 10th - 4-10d 79 0 17J5 1#14U 1$70 T7#a. 780' 1385 -1425 1'1450 E50' 2X6 THA218_ 188 3� 17 S - _1 4-10d 6-1 9500 5 0! 28630 30501 3050-! l Af 355. 2 85 2740 1425 1450 2rJ J 2 2x10 THA2 8 2 - ___. .-_-___ _. 1,84 ---.) ye lie -. - � O I a �6 _ 6-16d 13067 1550 3510 3595! 3650 1 `:5 1 1355 27051 2775 2820 &10 - 4 104 7983 930_1 1940 _2235 240.0-! 780 1660 1910 2075 ITHA418 16 3 17 7� 16-164 - - _ 24x610 THA413 2 18 3y 3ye !_4y I- 14 16d �6 16d 11500 1550{2830 3050 3050- z hl _13552385 2740 2980 y - 4x10 se Yz /a 4x10 !THAC418 16 33� 17yr 7y - 16-16d 16-16d 11500 1550 T 2830 3050 3050 0 O 1355 X2385�2740 2980 170 4x2truss THA422 16 3/ 22 7/a r - !22 16d _ !6-16d 13067 1550 3630 4090 i 4145 f1,15 1355 3075 3145 3195 1,84 ! 4x2truss THAC422 16 Ag; 22 7f - 122-116d - 6-16d 13467l 1 50< 3830:4090 4145- 31453195 4x2truss �THA426 14, 28 71 X30 164 _- � 6-16d 148,36 �7fi,45= 4020 4 :4 5� SIE S� 1355 3480 400D.X030 , 4030 170 Ax2truss_. THAC426 ''_1a Via.; 26 _ '1;_ 30,164+ _6_164;14836- 1715' 4020 4625 466x; 66 1355 3480 4000 is 4030 40,1,0. (2)4x2truss!THA422-2 i 14 7y, 22Y,6 9/ - 30-16d - 16-16d 18283 1715 4720 5430 .5525 5'15 1395 4025 4420 ! 4420 -1120 �x2truss;THAC422-2 14 1 7 22 9 30-164 _=__6-164 18283 1715 4720 _5430 5525+X525 1395 4025 14420 4420 2'' Y- ,(2) -4 THA422 2 !14 7 2656395 3, - 38-164 - I6 164 18283 1715 4695_469 6 5 ! (j� 1395 3255?55}3255 _3255 1.3255 3255 '32 (`_ (2)4x2 truss!THA C426-2 j 14 1.7� ! 26 931; __38-164 — 6--164 _1.8283 1715_4695 4695 4695 1 ,G9 1.16d sinkers may be used to replace 16d commons at 0.85 of table load. 3.Wind(133)is a download rating. 2.Uplift has been increased 33%and 60%for earthquake or wind loading with 4.160%uplift load for THA422-2 and THAC422-2 is 2060 lbs. 108 no further increase allowed,reduce where other loads govern. HEAVYDUTY GLTV and HGLTV hangers are designed for use with structural ,2 ��Nl composite lumber headers,and may take heavy loads.The top flange IN ro h nails are sized and specifically located to prevent degradation of the header due to splitting of laminations. For heavy loads with a face-mount application,see the HGUS series. MATERIAL:Top flange-3 gauge;Stirrups-7 gauge - FINISH:Simpson gray paint �� HGLTV ALLOWABLE LOADS:•For hanger heights exceeding the joist height, °. (GLTV similar) c the allowable load is 0.50 of the table load. N w INSTALLATION:•Use all specified fasteners.Verify that the header can take the required fasteners specified in the table. c •This series may be used for weld-on applications.Minimum v required weld is a 3/,6"x 21/2'fillet weld at each end of the top ti flange for GLTV,and a 1/4"x 21/2"fillet weld at each end of the top E flange for HGLTV.Weld-on applications produce maximum loads ,. 4 listed.Uplift loads do not apply to this application. 14yr •Web stiffeners are required with 1-joists using this hanger style. I r Flatten edge fl header y •GLTV may he installed on a nailer and ledger;I1GLTV may to match top flange radius. he installed on a ledger only. Nailers and ledgers must be a minimum of 4x lumber to guarantee the load values given in the v tables.Thinner lumber or laminated veneer lumber used as a nailer must be evaluated by the building designer. OPTIONS:•Hot-dipped galvanized:specify HDG. •See Hanger Options,page 158. w CODES:See page 10 for Code Listing Key Chart. y ata p Fasteners Down Allowable Loads c Model -- ——^ — IAvg Ult Code 3 No. Top Face Joist Upli@ Uplift OF/SP PSL' LSL' DFISP, SPF Ref. OF/SP (133) (11 8D) LVL , o GLTV series 4-16d 6 16d 6 16d 24<}50 1370 1640 7500 7400 5750 7000 4260 7,90 HGLTV series 6-16d, 12-16d I 6-16d 16167 1370. 1640 105001 7800,90008665. 6690 C3 1.Uplift loads have been increased 33%and 60%for 3.It header is multiple plies of 13/4",the PSL allowable load is 6000 lbs. wind or earthquake loading with no further increase 4.HGLTV at maximum allowable load may have greater than /6"deflection. Typical GLTV allowed.Divide by 1.33 and 1.60 for normal 5.Applies to LVL headers made primarily from Douglas Fir or Southern Installation loading such as in cantilever construction. Pine.For LVL made primarily from Spruce Pine Fir or similar less 2.Uplift loads only apply when"H"is 28"or less. dense veneers,use the values found in the SPF column. HIGH CAPACITYEGQHANGER This product is preferable to similar connectors because of a)easier installation, b)higher loads,c)lower installed cost,or a combination of these features. 18" EGO hanger is a high capacity top flange connector designed for use with Structural Composite Lumber beams. It utilizes Simpson Strong-Drive Z screws to make installation fast and easy with no drilling required. i Available in standard SCL widths and made to specified heights. SDS screws are included. I Z MATERIAL:Top flange-3 gauge;Stirrups-7 gauge FINISH:Simpson gray paint h o INSTALLATION:•Use all specified fasteners.See General Notes. y , •Install with Simpson code recognized SDS1/4x3 wood screws, N which are provided with the EGO. (Lag screws will not achieve the same load.) •All multiple members must be fastened together to act as a � single unit. cy Flatten edge of •Multiple member headers may require additional fasteners at EGO header to match top hanger locations.Quantity and location to be determined by flange radius. S designer.See SDS section for additional information,and SDS screws applications. – CODES:See page 10 for Code Listing Key Chart. Joist or Dimensions Fasteners n Down Allowable Loads Code Model Purli No. W Min H Header Joist' Avg Ult (DF)SP) PSL Ref. Size LVL - W:,. EGQ3.62 31/2 3% 111/4 28-SDS%x3 12-SDS1/4x3 59595 19800 18680 Y � EGQ5:5 51/2 51/2 11'/4 28-SDSY4x3 `12-SDS'/4x3 59595 1 198001 18680 160 EGQ7.25 7 71/4 111/4 28-SDS1/4x3 12-SDSY4x3 59595 1 198001 18680 1.Loads are based on 750 psi wood bearing for SCL. Typical EGO 2."Min H"is the minimum H dimension that may be specified. Installation 82 } W n 99 ® • M 1 R1 I • M -------------- ® vivi r--------------i Z C TJ� m z-3 --3 U1 z 't7 inin11 L----------------iI i i s m a M z O 7 • z a > N m C nco X � d CD om �m � a� o Za aXo DX �,a CC n.,y zXJ K - C"�D cn m o �occnN -3 oczrnra- `z �Z 4�8Z�g �� in['J c o z-3 M �r -ro M -3 Z a M O d d 9 M n o y z v m —tZ (n n 0 Z V] -3 z > N M '-3 -•3 N� a h7 ono a� Nm Z X C^ ° p M p x > z M z > vcA,ZoNo n N U1.� ^L ,p Z C Vl O U1 •cn M O O t7 CZ z -� �A:a Z��o on a z�'N U1 X >U' fn In 0 rl"R A>Z,2?1 .j D LnO O ..3 O CTJ _ N -0 d �om� ape x o z z n a c ND O> N x C�7 U)-z0-3 :U n'�•,n" z•m C�^n f'l a [*] C:U Z -1 -3 [/� .'S7O 9 0 O C r M w 2 Mp b Z -3 w C p P C'7> , ^ °moo z --3 C7�A 3 O Lo C7 m O p �� a DSeo4a -3 C a a � m -o .�� v'n ,•, CO 'U p Z Zoo^ �R2 C5 a -� z x r> - - � x czp x� zv �C D " g< � i z-Cdcn�D z--3 �arov�i n�avi cF�i �u a r- �i -p 0 U M p U]'3 [T1 O p L/) d 'Oo�? o z arr� • © p w N C� o w rn o w W cwn z d C M ino - m , a � a dM �7 ndz c o n n n n 0 0 0 C) 0 0 x 0 0 0 0 o X N ZU U O M b r w W w w W co U1 -" cn Z O -5 '- U? 3; = - w "D a � � � � � � •� C 1i 'p C z D d 0 0 0 0 0 o a o 0 0 0 0 0 o a N zc > UM, r�-3 L) r' z m w rn w m ix z � arn 3 n z > O CP O Cl, O O [`3�7 faf7 O Lo '•3 M x -r -u O C7 M -3 x M M I Lo Z A D m O N .A Cr) W O a O N .A Cb O C'7 m p Z LTJ m CZl 7J Z n z ai-� z-g> A m o vn von xJ [D N CP t BOISE` BC CALC®9.1 DESIGN REPORT - US Monday,June 13,2005 18:39 Double 1 3/4" x 24" VERSA-LAM®3100 SP File Name: 55009.BCC: BM-09 Job Name: 55183 Description: Address: Specifier: City,State,Zip:, Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512,NER 629 Misc: BO B1 LL 1366 lbs LL 1366 lbs DL 637 lbs DL 1391 lbs RLL 66 lbs RLL 966 lbs Total of Horizontal Design Spans=05-11-04 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 05-11-04 Live 40 psf 11-06-00 100% Member Type: Floor Beam Dead 15 psf 11-06-00 90% Number of Spans: 1 2 Conc.Pt. Left 05-06-00 05-06-00 Roof Live 1032 lbs n/a 125% Left Cantilever: No Dead 864 lbs n/a 90% Right Cantilever: No Controls Summary Slope: Control Type Value %Allowable Duration Load Case Span Location Pos.Moment 3057 ft-lbs 3.8% 100% 1 1 -Internal End Shear -690 lbs 4.3% 100% 1 1 -Right Total Load Defl. L/27845(0.003") 1.3% 4 1 Disclosure Live Load Defl. U40728(0.002") 0.9% 4 1 The completeness and accuracy of Span/Depth 3.0 n/a 1 the input must be verified by anyone who would rely on the output as Notes evidence of suitability for a Design meets User specified(U360)Total load deflection criteria. particular application. The output Design meets Code minimum(U360)Live load deflection criteria. above is based upon building Minimum bearing length for BO is 1-1/2". code-accepted design properties Minimum bearing length for B1 is 1-1/2". and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing of BOISE engineered wood products must be in accordance Connection Diagram with the current Installation Guide Consult project design professional of record or BOISE technical representative for connection design and the applicable building codes. Member has no side loads. To obtain an Installation Guide or if Concentrated loads are not considered in side load analysis. you have any questions,please call (800)232-0788 before beginning Connectors are: 16d Sinker Nails product installation. BC CALC®,BC FRAMERO, BCI®, a minimum=2" ►I b d BC RIM BOARD 1w,BC OSB RIM b minimum=3" �_ BOARD- BOISE GLULAMT"', �-625/8" a • � • • VERSA-LAM®,VERSA-RIM®, c VERSA-RIM PLUS®, • • • VERSA-STRAND Tm, VERSA-STUD®,ALLJOIST®and • • • AJS"A are trademarks of Boise Cascade Corporation. a Page 1 of 1 BC CALC®9.1 DESIGN REPORT - US Monday,June 13,2005 18:39 BONSE'" Double 1 3/4" x 24" VERSA-LM(E)3100 SP File Name: 55009.BCC: BM-10 Job Name: 55183 Description: Address: Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc: n ' Ail BO B1 LL 886 lbs LL 931 lbs DL 851 lbs DL 1134 lbs RLL 253 lbs RLL 578 lbs Total of Horizontal Design Spans=22-06-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 22-06-08 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 1 2 Conc.Pt. Left 11-07-12 11-07-12 Live 1366 lbs n/a 100% Left Cantilever: No Dead 620 lbs n/a 90% Right Cantilever: No Roof Live 66 lbs n/a 125% 3 Conc. Pt. Left 15-04-00 15-04-00 Roof Live 564 lbs n/a 125% Slope: Dead 563 lbs n/a 90% 4 Conc. Pt. Left 18-00-00 18-00-00 Roof Live 201 lbs n/a 125% Dead 100 lbs n/a 90% Disclosure Controls Summary The completeness and accuracy of Control Type Value %Allowable Duration Load Case Span Location the input must be verified by anyone Pos.Moment 16754 ft-lbs 20.8% 100% 1 1 -Internal who would rely on the output as Neg.Moment -0 ft-lbs n/a 125% 55 1 -Right evidence of suitability for a End Shear -2537 lbs 12.5% 125% 4 1 -Right particular application. The output Total Load Defl. U1363(0.198") 26.4% 4 1 above is based upon building Live Load Defl. U2304(0.117") 15.6% 4 1 code-accepted design properties Span/Depth 11.3 n/a 1 and analysis methods. Installation of BOISE engineered wood Notes products must be in accordance Design meets User specified(U360)Total load deflection criteria. with the current Installation Guide Design meets Code minimum(U360)Live load deflection criteria. and the applicable building codes. Minimum bearing length for BO is 1-1/2". To obtain an Installation Guide or if Minimum bearing length for B1 is 1-1/2". you have any questions,please call Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+1/2 intermediate bearing (800)232-0788 before beginning product installation. Connection Diagram BC CALCO,BC FRAMER@, BCI@, Consult project design professional of record or BOISE technical representative for connection design BC RIM BOARDTm BC OSB RIM Member has no side loads. BOARDTm,BOISE GLULAMTM', Concentrated loads are not considered in side load analysis. VERSA-LAM@,VERSA-RIM@, Connectors are: 16d Sinker Nails VERSA-RIM PLUS@, VERSA-STRAND', a minimum=2" VERSA-STUD@,ALLJOISTO andb —�--d — AJSTM' are trademarks of b minimum=3" �__ Boise Cascade Corporation. _6 " 25/8 a �- c • • • a Page 1 of 1 BC CALC®9.1 DESIGN REPORT - US Monday,June 13,2005 19:05 BOISE" Double 1 3/4" x 24" VERSA-LAM® 3100 SP File Name: 55009.BCC:BM-11 Job Name: 55183 Description: Address: Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512,NER 629 Misc: 2 Gt7 - -II111Y111111111111111 BO B1 LL 886 lbs LL 931 lbs DL 1204 lbs DL 1532 lbs RLL 657 lbs RLL 974 lbs Total of Horizontal Design Spans=22-06-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 22-06-08 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 1 2 Conc.Pt. Left 11-07-12 11-07-12 Live 1366 lbs n/a 100% Left Cantilever: No Dead 1373 lbs n/a 90% Right Cantilever: No Roof Live 966 lbs n/a 125% 3 Conc.Pt. Left 15-04-00 15-04-00 Roof Live 478 lbs n/a 125% Slope: Dead 477 lbs n/a 90% 4 Conc.Pt. Left 18-00-00 18-00-00 Roof Live 187 lbs n/a 125% Dead 185 lbs n/a 90% Disclosure Controls Summary The completeness and accuracy of Control Type Value %Allowable Duration Load Case Span Location the input must be verified by anyone Pos. Moment 28527 ft-lbs 28.4% 125% 55 1 -Internal who would rely on the output as Neg.Moment -0 ft-lbs n/a 125% 55 1 -Right evidence of suitability for a End Shear -3331 lbs 16.4% 125% 4 1 -Right particular application. The output Total Load Defl. U975(0.278") 36.9% 4 1 above is based upon building Live Load Defl. U1698(0.159") 21.2% 55 1 code-accepted design properties Span/Depth 11.3 n/a 1 and analysis methods. Installation of BOISE engineered wood Notes products must be in accordance Design meets User specified(U360)Total load deflection criteria. with the current Installation Guide Design meets Code minimum(U360)Live load deflection criteria. and the applicable building codes. Minimum bearing length for BO is 1-1/2". To obtain an Installation Guide or if Minimum bearing length for 131 is 1-1/2". you have any questions,please call Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+ 1/2 intermediate bearing (800)232-0788 before beginning product installation. Connection Diagram Consult project design professional of record or BOISE technical representative for connection design BC CALC@,BC FRAMER®, 1300, Member has no side loads. BC RIM BOARDTm,BC OSB RIM BOARDTm,BOISE GLULAMTm, Concentrated loads are not considered in side load analysis. VERSA-LAM@,VERSA-RIM@, Connectors are: 16d Sinker Nails VERSA-RIM PLUS@, VERSA-STRAND', a minimum=2" VERSA-STUD@,ALLJOIST@ and bd AJSTM'are trademarks of b minimum=3" _ 6- Boise Cascade Corporation. a= 2" a c a Page 1 of 1 BC CALC®9.1 DESIGN REPORT - US Monday,June 13,2005 18:39 BOISE" Triple 1 3/4" x 24" VERSA-LAM®3100 SP File Name: 55009.13CC: BM-12 Job Name: 55183 Description: Address: Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc: 57 1-- 27 3 \b/ 4 ]-I- BO -BO B1 LL 5033 lbs LL 4974 lbs DL 5358 lbs DL 5177 lbs RLL 3172 lbs RLL 3042 lbs Total of Horizontal Design Spans=20-01-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 20-01-00 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 1 2 Conc.Pt. Left 05-03-08 05-03-08 Live 931 lbs n/a 100% Left Cantilever: No Dead 1134 lbs n/a 90% Right Cantilever: No Roof Live 578 lbs n/a 125% 3 Conc. Pt. Left 11-06-04 11-06-04 Live 931 lbs n/a 100% Slope: Dead 1799 lbs n/a 90% Roof Live 974 lbs n/a 125% 4 Unf.Area Left 05-03-08 11-06-04 Live 40 psf 05-06-00 100% Dead 15 psf 05-06-00 90% Disclosure 5 Conc.Pt. Left 05-03-08 05-03-08 Roof Live 2331 lbs n/a 125% The completeness and accuracy of Dead 1918 lbs n/a 90% the input must be verified by anyone 6 Conc.Pt. Left 14-09-08 14-09-08 Roof Live 2331 lbs n/a 125% who would rely on the output as Dead 1918 lbs n/a 90% evidence of suitability for a 7 Unf.Area Left 00-00-00 05-03-08 Live 40 psf 11-06-00 100% particular application. The output Dead 15 psf 11-06-00 90% above is based upon building 8 Unf.Area Left 11-06-04 20-01-00 Live 40 psf 11-06-00 100% code-accepted design properties Dead 15 psf 11-06-00 90% and analysis methods. Installation of BOISE engineered wood Controls Summary products must be in accordance Control Type Value %Allowable Duration Load Case Span Location with the current Installation Guide Pos.Moment 73571 ft-lbs 48.8% 125% 4 1 -Internal and the applicable building codes. Neg. Moment -0 ft-lbs n/a 100% 1 1 -Right To obtain an Installation Guide or if End Shear 12121 lbs 39.8% 125% 4 1 -Left you have any questions, please call Total Load Defl. U543(0.444") 66.3% 4 1 (800)232-0788 before beginning Live Load Defl. U916(0.263") 39.3% 4 1 product installation. Span/Depth 10.0 n/a 1 BC CALC®,BC FRAMER®,BCI®, Notes BC RIM BOARD T"' BC OSB RIM Design meets User specified(0360)Total load deflection criteria. BOARDT"' BOISE GLULAM1m, Design meets Code minimum(L/360)Live load deflection criteria. VERSA-LAM®,VERSA-RIM@, Minimum bearing length for BO is 3". VERSA-RIM PLUS®, Minimum bearing length for B1 is 3". VERSA-STRANDTm Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+1/2 intermediate bearing VERSA-STUD®,ALLJOIST®and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 2 BC CALC®9.1 DESIGN REPORT - US Monday,June 13,2005 18:39 BOISEI� Triple 1 3/4" X 24" VERSA-LAM® 3100 SP File Name: 55009.BCC : BM-12 Job Name: 55183 Description: Address: Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Nailing schedule applies to both sides of the member. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails a minimum=2" b d b minimum=3" c=6-5/8" a — d= 12" o c o e minimum=3" o - o • 0 � o 7e� Page 2 of 2 ^ - BC CALC@9.1DESIGN REPORT- US Monday,Ju �� June Double 1 3/4" x 24" 3100 SP Filemame: *5009BCC :BM-13 Job Name: 55183 Description: Address: Specifier: ' City,State,Zip: . Designer: R(CHARDT|NGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: |CBO5512 NER52S Mioo: ' Jill 11 , AL 8O B1 uoOoolbs u-1srrlbs DLo8Oolbs oL1r2Olbs RLL 23sGlbs RLL O76lbs Total orHorizontal Design Spans=cs-08-0o General Data Load Summary Version: US Imperial |O Qmmch;tiun Load Type Ref. Start End Type Value Thb. Dur. 1 Standard Load Un[Apeo Loh UU'OU-UO 25'08'00 Live 40psf 00'00'00 100Y6 Member Type: Floor Beam Dead 15pnf 00'06'00 80.& Number ofSpans: 1 2 Unf,Lin. Loft 00-00-00 05'08-00 Live 90plf n/a 100Y6 Left Cantilever: No Dead 120p|f ma 80Y6 Right Cantilever: No 3 Conc. Pt. Left 05'00'00 05-08'00 Live 4974 lbs; ma 10096 Dead 5177 lbs ma 90Y6 Slope: Roof Live 3042 lbs; ma 125% 4 Unf.A,oa Left 00-00'00 05-08-00 Live 40psf 10'04'00 100Y6 Dead 15pnf 10'04'00 80Y6 Disclosure Controls Summary The completeness and accuracy of Control Type Value %/Q|mweb|e Duration Load Case Span Location the input must boverified hyanyone Pos. Moment 57310#'|Un 71.3% 10096 1 1 'Internal who would rely onthe output an Neg.Moment 'OM'|bx ma 125% 4 1 'Right evidence ofsuitability for a End Shear 10748 lbs 602Y6 100Y6 1 1 'Left particular application. The output Total Load Do0 U389(0.786") 92.5% 4 1 above isbased upon building Live Load Do8 U652(0.469") 55.2% 4 1 code-accepted design properties Span/Depth 12.8 roa 1 and analysis methods. Installation mBOISE engineered wood Notes products must boinaccordance Design meets User specified(U30O)Total load deflection criteria. with the current Installation Guide Design meets Code minimum(U3GO)Live load deflection criteria. and the applicable building codes. Minimum bearing length for 80iu5^ Toobtain anInstallation Guide nrif Minimum bearing length for B1 is 1-1/2". you havem || Emmed/Dis played Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+ 1/2intermediate bearing (800)232-0788 before beginning product installation. Connection Diagram Consult project design professional of record or BOISE technical representative for connection design BCCALQ@BCFRA�E�� 8CNn ' ' ' Member has nnside loads. HCRIM BOxno= BC' Concentrated loads are not considered inside load analysis. eOARo=.BOISE GLULAm`°. vsn8*~LAWvsRo/+�|�� ' ' Connectors are: 10USinker Nails ^ vERGx'R|mPLUS@. vsn8/+8TnANo"^ ' o minimum=2^ vEnSA-8TuD(0 ��u0|S�0anu ' bminimum=3" � / AJSTmare trademarks of o=8'5/O^ | , Boise Cascade Cnqmmdon. d= 12. - - u " Page o[^ BOISE. EC CALC®9.1 DESIGN REPORT - US Monday,June 13,2005 18:39 Double 1 3/4" x 24" VERSA-LAM® 3100 SP File Name: 55009.BCC:BM-14 Job Name: 55183 Description: Address: Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc: \4 3 AL 2 I�II�L�Tr�I�Tll TTITT1TiTTlTTTTITTTTTTTIT(TI [-1 10-00-12 25-03-04 BO 61 B2 LL 2446 lbs LL 12193 lbs LL 875 lbs DL 0 lbs DL 10223 lbs DL 924 lbs RLL 3690 lbs RLL 341 lbs Total of Horizontal Design Spans=35-04-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 35-04-00 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 2 2 Unf.Area Left 00-00-00 15-06-00 Live 40 psf 10-04-00 100% Left Cantilever: No Dead 15 psf 10-04-00 90% Right Cantilever: No 3 Unf. Lin. Left 00-00-00 15-06-00 Live 90 plf n/a 100% Dead 120 pif n/a 90% Slope: 4 Conc.Pt. Left 15-06-00 15-06-00 Live 5033 lbs n/a 100% Dead 5358 lbs n/a 90% Roof Live 3172 lbs n/a 125% Disclosure Controls Summary The completeness and accuracy of Control Type Value %Allowable Duration Load Case Span Location the input must be verified by anyone Pos.Moment 32363 ft-lbs 32.2% 125% 56 2-Internal who would rely on the output as Neg.Moment -40766 ft-lbs 50.7% 100% 1 2-Left evidence of suitability for a End Shear -3817 lbs 18.8% 125% 56 1 -Left particular application. The output Cont.Shear 12411 lbs 76.4% 100% 1 2-Left above is based upon building Uplift 3182 lbs n/a 56 1 -Left code-accepted design properties Total Load Defl. U888(0.342") 40.6% 56 2 and analysis methods. Installation Live Load Defl. U1463(0.207') 24.6% 56 2 of BOISE engineered wood Total Neg. Defl. -0.058" 11.5% 56 1 products must be in accordance Span/Depth 12.6 n/a 2 with the current Installation Guide and the applicable building codes. Cautions To obtain an Installation Guide or if Uplift of 3182 lbs found at span 1 -Left. you have any questions,please call (800)232-0788 before beginning Notes product installation. Design meets User specified(0360)Total load deflection criteria. BC CALC@,BC FRAMER®, BCI®, Design meets Code minimum(U360)Live load deflection criteria. BC RIM BOARD-,BC OSB RIM Minimum bearing length for BO is 1-1/2". BOARD',BOISE GLULAMTm, Minimum bearing length for B1 is 8-3/4". VERSA-LAM@,VERSA-RIM@, Minimum bearing length for B2 is 1-1/2". VERSA-RIM PLUS@, Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing VERSA-STRAND', VERSA-STUD@,ALLJOIST@ and AJ STM are trademarks of Boise Cascade Corporation. Page 1 of 2 BC CALC®9.1 DESIGN REPORT - US Monday,June 13,2005 18:39 BOISE" Double 1 3/4" x 24" VERSA-LAM® 3100 SP File Name: 55009.BCC: BM-14 Job Name: 55183 Description: Address: Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBG 5512, NER 629 Misc: Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails a minimum=2" bd— b minimum=3" 1- c=6-5/8" a d= 12" • • • C a_ Page 2 of 2 Monday,June 13,2005 18:39 BOISE'. BC CALC®9.1 DESIGN REPORT - US Double 1 3/4" X 24" VERSA-LAM® 3100 SP File Name: 55009.BCC :BM-15 Job Name: 55183 Description: Address: Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: ICBO 5512,NER 629 Misc: 2 3 �� TTTITI-f IrTTl-[ TTI-1TT7 - - IT1-i I_I IZTI 16-07-12 13-09-04 AL BO B1 B2 LL 1099 lbs LL 3191 lbs LL 833 lbs DL 610 lbs DL 2008 lbs DL 385 lbs Total of Horizontal Design Spans=30-05-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 30-05-00 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 2 2 Conc.Pt. Left 07-03-02 07-03-02 Live 2044 lbs n/a 100% Left Cantilever: No Dead 1028 lbs n/a 90% Right Cantilever: No 3 Conc.Pt. Left 22-07-10 22-07-10 Live 2044 lbs n/a 100% Dead 1028 lbs n/a 90% Slope: Controls Summary Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 11043 ft-lbs 13.7% 100% 14 1 -Internal Disclosure Neg.Moment -10143 ft-lbs 12.6% 100% 1 2-Left The completeness and accuracy of End Shear 1602 lbs 9.9% 100% 14 1 -Left the input must be verified by anyone Cont.Shear 2715 lbs 16.7% 100% 1 2-Left who would rely on the output as Total Load Defl. U4357(0.046") 8.3% 14 1 evidence of suitability for a Live Load Defl. U6215(0.032") 5.8% 14 1 particular application. The output Total Neg. Defl. -0.006" 1.2% 14 2 above is based upon building Span/Depth 8.3 n/a 1 code-accepted design properties and analysis methods. Installation Notes of BOISE engineered wood Design meets User specified(U360)Total load deflection criteria. products must be in accordance Design meets Code minimum(L/360)Live load deflection criteria. with the current Installation Guide Minimum bearing length for BO is 1-1/2". and the applicable building codes. Minimum bearing length for B1 is 3". To obtain an Installation Guide or if Minimum bearing length for B2 is 1-1/2". you have any questions,please call Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing (800)232-0788 before beginning product installation. Connection Diagram BC CALC@,BC FRAMER@,BCIO, Consult project design professional of record or BOISE technical representative for connection design BC RIM BOARDTm BC OSB RIM Member has no side loads. BOARD Tm,BOISE GLULAMTM', Concentrated loads are not considered in side load analysis. VERSA-LAM@,VERSA-RIM@, Connectors are: 16d Sinker Nails VERSA-RIM PLUS@, VERSA-STRAND- a minimum=2" VERSA-STUD@,ALLJOISTO and b minimum=3" b --d — AJS1m are trademarks of c=6-5/8" a Boise Cascade Corporation. d= 12" • • • a Page 1 of 1 ^ ^ ~ BCCA-C@9'1 DESIGNREPORT - US Monday, � June � oo0s 18:39 BOISE Double 1 3/4, x 24, 3100 SP File Name: 55009.BCC:BM-16 Job Name: 55183 uaoonpnon: Address: Specifier: City,State,Zip:. Designer: R|CMARDT|NGLEY Customer: RICHMOND Company: LUMBER UNLIMITED Code reports: |CBO5512 mERO29 Mim:: Ak Ab. AL 16-07-12 17-03-04 BO 61 B2 u11o1lbs LLaasslbs LL*o5lbs oLoe1lbs oLc1oolbs oLor7lbs Total ofHorizontal Design Spans=nn'11'OO General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 33-11-00 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 2 2 Conc.Pt. Left 07-03-02 07-03-02 Live 2044 lbs n/a 100% Left Cantilever: No Dead 1028 lbs n/a 90% Right Cantilever: No o Cm/c.r,. Le.. 22-07-10 22'07'1" "." 2"°°."" ..a .""% Dead 1028 lbs r/a SO% Slope: Controls Summary Control Type Value %/U|owob|e Duration Load Case Span Location Poo.Moment 10986M'|bn 13.7% 100Y6 14 1 'Internal Disclosure Neg.Moment '11331 ft-lbs 14.1% 100% 1 1 'Rigm The completeness and accuracyny End Shear 1596 lbs 9.8% 100% 14 1 -Loft the input must Ueverified Uyanyone Cont.Shear 2994 lbs 18.4% 100% 1 2'Left who would rely onthe output au Total Load DoO. U4393(0.045") 8.2% 14 1 evidence ufsuitability for o Live Load Dofl. L/5975(0.033") 0.0% 14 1 particular application. The output Tma|Nog.DoU. -0.0081, 1.5Y6 16 1 above isbased upon building Span/Depth 8.6 ma 2 code-accepted design properties and analysis methods. Installation Notes ufBOISE engineered wood Design meets User specified(U3OO)Total load deflection criteria. products must beinaccordance Design meets Code minimum(U3O0)Live load deflection criteria. with the current Installation Guide Minimum bearing length for B0is1'1/2^ and the applicable building codes. Minimum bearing length for B1 is 3". Tuobtain aoInstallation Guide orif Minimum bearing length for 82in1'1/2^ you have any questions,please call Entered/Displayed Horizontal Span Longth(n)=Clear Span+1/2 min.end bearing+1/2intermediate bearing (00O)282-07OObefore beginning product installation. Connection Diagram Consult project design professional of record or BOISE technical representative for connection design 8CCALQ0BC BC}on ' ' ' Member has noside loads. sCRIM BOARD"° 'aCOSB RIM Concentrated loads are not considered inside load analysis. 8OxRD"°.BOISE GLULAM"°. VERGA'LAM@VE�G/+R|�� ' ' Connectors are: 1OdSinker Nails VER8A.R|MPLUS@. VERSA'STRAmD- ' ominimum=2^ vsnoA'sTum0'ALLJO|oT@anu / b d *uS� are trademarks of bminimum~s. y c=0'S/O" Boise Cascade Conm,adon. u~ 12. - Page m1 Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Florida Certificate of Product Approval#FL 1999 'Page 1 of Document ID:1SNY235401is105809 Truss Fabricator: Lumber unlimited Job Identification: 55009B-D.L. DAVIS/DUVAL' COUNTY' -- 1215 SELVA MARINA CIRCLE (55009BI-D L'."SAvs,/DtIVAL COUNTY- Truss Count: 24 tit Modal Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995(STD)/FBC -� Engineering Software: Alpine Software,version 7.20. Structural Engineer of Record or,Sce Below: Address: ,• _ Minimum Design Loads: Roof - N/A ' . off Floor - 55.0 PSF'@ 1.00 Duration , Wind - No Wind Notes: S Dstg d6N15/ � �� 1. Determination as to the suitability of these truss components for the y �'�°� Structure is the responsibility of the building designer/englneer of Trusanesrga rSui record, as defined in.ANSI/TPI.1-1995 Section 2.2 Charlie Hoover , 2. The drawing date shown on this index sheet must match the date shown Florida License Number:26476 on the individual truss component drawing; 1950 Marley Drive Haines City,FL 33844 3. The loads_ indicated on all referenced girder tr4lsses are consistent with the truss layout provided by Lumber Unlimited for the above referenced jdb identlf, tion. Loads applied by non-truss- elements and basic load parameters arereviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the trawing';number is pneceded.:by: ACUSR235 No Standard Details � i : Ref ? .Ilescr tion Drawin Date F26 A5156026 0 /15/05 2 :56753 F27 ' , 0166027 06� 15/05 3 '56754 ' F2$ 0516602$ 0615/05 , 4 56755F29 05166030 061{15/05 5 . 56756F34 05166031 §Aii 6 55757 =F31 A5166032{ 06 15/05 7 . 56758 -F32 05166033 06/15/05 8 56759 F33 05166034 06(15/05 9 567RF34 05166035 Oi? 15/05 4aH F, 10 5676'x= F35 05166036 0615/05-" 11 56762--F36 05166037 06/15/05 12 56763--F37 05166039 06;/15/05 53 56764•-F38 05166040 06/15/05 14 56765--F39 05166041 06/15/05 ' 15 56766-440 05166042 06/15/05 16 56767-=F40A 05166043 06/15/05 17 :56768--F41 05166044 06/15/05' 18 56769-:F42 05166045 06/15/05 19 56770--F43 05166046 06/15/05 20 56771--F44 05166047 06%15/05 21 ' 56772--F45 05166048 06/15/05 2256773 -F46 05166049 06/15/05 23 56774--F47 05166050 06/15/05 24 -56775--F48 05166051 06/15/05 i e , Lr f E. 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S J 8.60.SENII HOLE ROAD ATLANTIC BEACH,n 32233 '- INSPECTION PHONE LINE 247-5826 q' Application Number 06-00034471 Date 12/19/06 Property Address . . . . . . 1215 SELVA MARINA CIR Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED - Application-valuation-------------------0------------------------------ - ---Application desc pool wiring ------ - -------------------------------------------------- Owner Contractor ------------------------ -------------------- FERGUSON, IKES ELECTRICAL CONTRACTOR ERGUSON, KRISTIN & ANDREW 87$7 SOUTHSIDE BLVD APT 3612 1215 SELVA MARINA CIRCLE ATLANTIC BEACH FL 32233 (9004) 237- 28FL 32256 90 (904) 246-3641 ------------------------ - -------------------------------------Permit . . . . . . ELECTRICAL PERMIT Additional desc . Plan Check Fee .00 Permit Fee . . . . 75 . 00 0 Issue Date Valuation _____ - __- __--- ------- ExpirationDate � 6/17/07 --------------------------------- Fee summary Charged Paid Credited --- Due--- _ _ ---------- ----- - 00 .00 Permit Fee Total 75 .00 75 . 00 .00 . 00 .00 Plan Check Total • 00 .00 Grand Total 75 . 00 75 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORA BUILDING CODES. z � A� , € Ell f 1252 -: DEPARTMENT OF 13UILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION ---- - __--- _ LOCAT I ON INFORMATION -__, M- Permit Number. I2W Address ; 1 215 SELVA. MARINA CIRCLE Permit 'Type:REMODELING ATLANTIC BENCH, FLORIDA 32233, ClaIse of, Work:SIDING ------ I,E€3AL DESCRIPTION -- __- Can tr. Type.WOOD,, FRAME Block. 1 Lot . Twp. 0 Proposed use.. Section. 4 Subd.4 Rng. 4 I) rel l n a. subdivision. Rpt . Val UO: I1anprc►v. Cost . $, 400.00 'Total Fe, $2 . 60 'Amount S2 . orkSOFFIT ANI? SITING OVER BLOCK HOME ��- TION APPLICATION FEES ---------- Nerve � I T 82. 5 Addys RINA CIRCLE FLORII3A : � I?b _.. R R FORMAT I Name. Hcy LS "RA T . SXRV INC C. A JACKSON PLORIDA 32244 Li c" 6 Exp: / 1 T 1 I+ TS. Nome ALL CONCAETE FORMS AND FOOTINGS MU$T BE INSPEOTEO BEFORE POURING, PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE SUILDM 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 r FAILURETO COMPLY-WITH TIDE MECHANIC'S LI N I�►W CAN RESULT IN, TY r"E PROPERW1! ER PA'" NGTWICE FORTHE � ILDING IMPROV'EMENTa" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS,PERMANDS4"CVW%E*OCAZrF07 UII fI.A"I`1+3AI OF APPLICABLE PkbVISIONS OF LAW. 0 ATLANTIC BEACH BUILDIN DEP MENT j ey: J/140".-.1 , 7,77777 CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner (s) Address:_ (Z!S' SING �Gr1 C;,,- Phone: Lot # Block or Unit # Subdivision // n Contractor• �acop 1�_, �G� n-e�/� - State License # t7C-SC Dill(o6 � CCC OS'7 ZIO Address: 1313 �c�C/�f�Gr6( Vr, Phone No: JLt'� �C• �3 Z�..z�/ / D Describe woJrk to be done: 1rI �� V4. Present use of building: f Valuation of Proposed Construction: ( goo J Proposed use: F q Is this an addition?�N a If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? New electrical (or increase) ? New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT THREE (COMIERCIAL) TWO (RESIDENTIAL) COWLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF C0*MNCE►CPT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: A Date: Signature CONTRACTOR: Date: g� fg6 License Supplied: Liability Insurance: Worker's Compensation Insurance: 1., " DIEPARTMENT OF BUILDING z CITY OF ATLANTIC BEACH . .."__ PERNIT, NFUNATICII �_-�...._ -- CATIC3N 1 0 1�1►TION _.. .._ r P r natt ltumbex'�. iB. Ad+dreamt Ll ELwA MARZNA CIR+CL. " € P'` 1� lit Typ z. ,PLtII#8 So, A` 'L.ARTIC BEACH, fiL tI17A, ` cla of W4*6. s REAS ---�_------- LrEOAL. ,�ES ;RZP�'I�1�i� , . ., . Ca aestr T}�pr a WOOD .PRAM]: Lot: 8 cloak 1 Bootiorl l Par+ mtd Umw 1 '� TMOL E FAMILY Tar�xY h p 1 RNG O I +► l,Lihois l ' 1 166d4p, " 0 Bubdiv3 1�81t00 olue s 00 CO 1��+rQvr c s. $0.00 Totagll fvo>�s *iii. 00 Amours At. $LS. 00 DA : , ear, !` ' O 'COLD WATER - �1PP'L�ICAfi IQI� FEES r N* t x ", gym, P:ERR ..,.... ... 1.5..00 RIMA iR fi l '" 1HPACT B tS.t30 4CL1, ' FLORIDA X22 B> 1RP'ACT p�� O.L'0 ' A Ai r^fira,.g" 1 "y '., e w� try +�r irSy.�l t �n +t1 [S�I .i. l{ '"' dR.�'ir�LT - -'w, ✓4-. "��3M 00 i its* A aF r� ;TAP *0.00 .,E0 D VE'll, TAP_ . tit A R N HybRhtd�,IC SHARE ? C?r 0C1 L.i+ + rlsls�r RI~t 0 Typo 1 0 RE 10SP ECT FEE 0. 00 BEC. RPA FEE t : 0 OTHER NOTES: i 4 I IF s I NOTICE'—ALL 0ONCI�`eTE fORmS AM' D:FOOTINGS MUST BE;INSt�EGTED:81:FQRE MURING PERMIT VOID,SIX MONTHS AFTER DATE 60 ISSUE I 1 UM)ING MATERIAL;RUBBISH ANN'DI`BRIS FROM THIS WORK"MUST NOT BE!PLACED IN PUEILIC SPACE,AND MUST BE OI:I ARI=O UP AND R464l Q'RWAY'BY, ITHEA CONTRACTOR OR OWNER 1 1 ` FA ILIJRE + ►I l.PLX LITH THE MECHANICS #SIV <I.AW GAN RESUL"�.IN �' P t)PEt I �IUNE�i PAYING TWIG Ft" R BUI bING IMPI VE ENTS.' tlAt.tll�T�'€�# 1#4TEa ��c�119i . I E©.ACCC3RDINCr TO APPRt VE17 PLANS WHICH ARE PART OF THIS PERMIT AND-SUe, REVC?C:A# * R Vlt LAtIflN CSF APPLICABLE P QVISIOtdB OF LAW. cot A`LANTIC BEACH 80ILDINC DEPARTMENT By: , CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: PLUMBING CONTRACTOR:,)l S LICENSE N BER: OWNER: .� BUILDING CONTRACTOR: TYPE OF BUILDING: l SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT: + $15.00 = -------------------------------------------------------1------ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE.