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66 W 14th St 2004 New Duplex • . -- I 23 ( s PERMIT WORKSHEET Certificate of Occupancy Job Address: CoL, w 1L4 - Type Work: Property Owner: RSG Lt-tE ZN�I Phone # -T3o-Zos3 Contractor: t-fe\L-L )c cD Q Y fl Phone # Z _ 33 53 Permit#: 04- z8 5o co Date Issued: it - Tree Permit# �YlpArtnik/LTS Foundation Permit# ^'� n�'� Demolition Permit# ��,2n v BUILDING ! ELECTRICS ' & MECHANICAL 2E3-00 PLUMBING .5•0 (o Temp.Power# Footing JEA Release Date to_ 2G -cM Temp. Power Underslab Slab to-Z?-da. Letter Rec'd. Tie Beam Temp Pole# z<gc..,OCo Lintel JEA Release Gas Piping Date froet li F /2-2r0 Nailing/ Water/ Sheathing Sewer fit Rough/ Framing Rough Rough Topout Insulation �/ JEA Release /2-(b / Date Building \' i �j Electric I Si Mechanical t t 3/101 Plumbing 131/Z. Final Final Final ( Final JEA Release Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final Fire Inspection: Failed Inspections: ►2./g FZ,I }k Date Paid: Tjk r s • rLy ,c ' , CITY OF ATLANTIC BEACH A s 800 SEMINOLE ROAD ►�`' ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 �J331 Application Number 05-00029696 Date 2/09/05 Property Address 66 W 14TH ST Application description . . ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor R/E HOME INVESTORS ALLAN DEES ELECTRIC 2826 LENOX AVENUE JACKSONVILLE FL 32257 JACKSONVILLE FL 32245 (904) 338-4583 Permit ELECTRICAL PERMIT Additional desc . 200AMP, 1PH, 3W, NEW SERVICE Permit Fee . . . . 00 Plan Check Fee . . . 00 Issue Date . . . 2/09/05 Valuation . . . . 0 Expiration Date . 8/08/05 Fee summary Charged Paid Credited Due Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 -/4 1-4Guel- -1'0 rcSsv) as a_ v1 2 chat do-0--Kyvtq-- -iv 0 ( \rt, infoLK-e_ -cir-Ari u_ a_ -erpo‘,v-r/Ji-Q rexmet-- nvyym10-(A . -bk- p-cione\-V• _ 2 :::1 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 0 ; BUILDING OFFICIAL e DS-- 2_61 L9 1G „ < S`� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD �` r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 J;31r)'' Application Number 04-00028506 Date 11/30/04 Property Address 66 W 14TH ST Tenant nbr, name NEW DPLX 640RAD/1655SCHG Application description . . TWO FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 109357 Owner Contractor R/E HOME INVESTORS SMALLWOOD CONSTRUCTION INC. 5151 SUNBEAM RD # 3 5151 SUNBEAM RD 3 JACKSONVILLE FL 32257 JACKSONVILLE FL 32257 (904) 730-2053 (904) 744-3353 Permit ELECTRICAL PERMIT Additional desc . Sub Contractor . ALLAN DEES ELECTRIC Permit Fee . . . 125 . 80 Plan Check Fee . . . 00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 125 . 80 125 . 80 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 125 . 80 125 . 80 . 00 . 00 PERMIT LS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDINES. /1"%,.. 4:4tiir C • 114111‘k BUILDING OFFICIAL / , ./ ' S4: ` , CITY OF ATLANTIC BEACH r �� ELECTRICAL PERMIT APPLICATION "Lo;,V%' Date: ///7/d Property Address: 6b G, /C/7---(54 Owner: ,/ (rr<S" Telephone #: e?-,d0) Contractor: /?4,r/ '-er -ec7./C. Telephone #: ��,�eXS Contractor Address: 'fab , iaA /% • Fax#: f7 --/I/ In In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: B uilg Type: ❑ Trailer Service: If other construction is 3 New Residence LI Temp. ❑ New ming done on this building 10 Old ❑ Commercial ❑ Signs U Increase Or site,list the building Permit number: ❑ Re-wire ❑ Addition Sq.Ft. U Repair Oil -Q$sot:, Conductor Size:4(AMPS: ZOO COPPER ❑ ALUMINUM 0----' Switch or . RACE --,//Breaker AMPS 2W PH /. W VOLT OK) WAY (s Existing Service RACE — Size AMPS PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlet �/ /Lf 1`a CONCEALED OPEN Receptacles 0 CONCEALED OPEN 0 10 •MP. 11 100 AMPS Switches /c---- '%1=4' Ar Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances -Z.../ TRANSFER. Air H.P.RATING H.P. RATING CEILING KW-HEAT Conditiorj_n_g. COMP.MOTOR OTHER MOTORS AMPS HEAT U•) /. ' Motors 0-1 H.P. VOLTAGE PH I NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea._Sign Miscellaneous 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us PSC 2000 Series 2410 Log for Personal Printer/Fax/Copier/Scanner City of Atlantic Beach Bui 904-247-5845 Feb 09 2005 11:17AM Last Transaction Date Time Type Identification Duration Pages Result Feb 9 11:16AM Fax Sent 96657372 0:58 2 OK cY• i \, CITY OF ATLANTIC BEACH `I`' 800 SEMINOLE ROAD „ r ATLANTIC BEACH,FL 32233 :. / INSPECTION PHONE LINE 247-5826 "`-,-_=--.01111:.),' Application Number . . . . . 04-00028506 Date 11/30/04 Property Address 66 W 14TH ST Tenant nbr, name NEW DPLX 640RAD/1655SCHG Application description . . TWO FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 109357 Owner Contractor R/E HOME INVESTORS SMALLWOOD CONSTRUCTION INC. 5151 SUNBEAM RD # 3 5151 SUNBEAM RD 3 JACKSONVILLE FL 32257 JACKSONVILLE FL 32257 (904) 730-2053 (904) 744-3353 Permit ELECTRICAL PERMIT Additional desc . TEMP POLE Sub Contractor . ALLAN DEES ELECTRIC Permit Fee . . . 70 . 00 Plan Check Fee . . . 00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING DES. BUILDING OFFICIAL i�1,`I r 1�.' CITY OF ATLANTIC BEACH r �' ; -1154 ELECTRICAL PERMIT APPLICATION ,rzon )? Date: //.7D/( Property Addr s: ‘ 1-3.--; r/ C,l2 /l /Z./L(7- Owner: / /� �s,,t�.sTelephone #: 0a-r 9 Contractor: il�•�/; es �e71:c Telephone #: 5'L S? Contractor Address: c , %t/L Ae-i Fax#: 3—'7/'/E // In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Tesler Service: If other construction is U----"New ❑ Residence le-"Temp. ❑ New being done on this building ❑ Old Li Commercial ❑ Signs ❑ Increase Or site,list the building Permit number: ❑ Re-wire ❑ Addition Sq. Ft. ❑ Repair O9 - 2$ 50 , Conductor Size-` AMPS: 60 COPPER in ALUMINUM ❑ Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 0 30 AMPS 31 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH I NO. OVER 1 H.P. PHS UNDER600V , OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea._Sign Miscellaneous {.,14 lel/ 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us A CITY OF ATLANTIC BEACH .f 800 SEMINOLE ROAD _ ATLANTIC BEACH, FLORIDA 32233 J ! INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028506 Date 1/20/05 Property Address 66 W 14TH ST Tenant nbr, name NEW DPLX 640RAD/1655SCHG Application description . . TWO FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 109357 Owner Contractor R/E HOME INVESTORS SMALLWOOD CONSTRUCTION INC. 5151 SUNBEAM RD # 3 5151 SUNBEAM RD 3 JACKSONVILLE FL 32257 JACKSONVILLE FL 32257 (904) 730-2053 (904) 744-3353 Permit MECHANICAL PERMIT Additional desc . Sub Contractor . DON' S AIR CONDITIONING Permit Fee . . . 79 . 00 Plan Check Fee . . . 00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 w PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. (Pc , BUILDING OFFICIAL . . . ,,,,,,..„,r, CITY OF ATLANTIC BEACH, �r MECHANICAL PERMIT APPLICATION `%-)f3 y)%. (/� Date: 20 Property Address: 4i(i 00r ' r Owner: C2/Ci 7-4v�� Telephone #: ZG 3 '/OS 7 - -4-_ mr Contractor: — •. A ay . S - - ' , elephone#: Contractor Address: Fax#: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: A Electric U Gas: _LP _Natural _Central Utility ❑ Oil D`,7/- 02 FO 40 O Other-Specify /1--15747-- tMP MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK a Heat _Space _Recessed Central _Floor $ Residential A Air Conditioning: _Room X Central ❑ Duct System: Material FLek Thickness 1240 ❑ Commercial Maximum capacity 1 SO cfm ❑ Refrigeration $ New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) f New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify /b s'creit.. ❑ Other-Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency 1 C,va %zbiki G/7eAD3asoC. Yo fix a- lL HEATING-FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency I raRP63oIf-0 lP )(ofe4t 30,000 I 1 v r<<.v t-FG4 T s m. .).1 TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road• Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us , f CITY OF ATLANTIC BEACH , : ' 800 SEMINOLE ROAD � ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 .,.r/01319? Application Number 04-00028506 Date 11/29/04 Property Address 66 W 14TH ST Tenant nbr, name NEW DPLX 640RAD/1655SCHG Application description . . TWO FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 109357 Owner Contractor R/E HOME INVESTORS SMALLWOOD CONSTRUCTION INC. 5151 SUNBEAM RD # 3 5151 SUNBEAM RD 3 JACKSONVILLE FL 32257 JACKSONVILLE FL 32257 (904) 730-2053 (904) 744-3353 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 490 . 00 Plan Check Fee . . 245 . 00 Issue Date . . . Valuation . . . . 109357 Fee summary Charged Paid Credited Due Permit Fee Total 490 . 00 490 . 00 . 00 . 00 Plan Check Total 245 . 00 245 . 00 . 00 . 00 Grand Total 735 . 00 735 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDINGDES (j q BUILDING OFFICIAL , - CITY OF ATLANTIC BEACH s� BUILDING PERMIT APPLICATION A9 `a (FOR NEW CONSTRUCTION RESIDENTIAL AND COMMERCIAL) -r ATP Date: , 114.4 . de, I' y 7I L Job Address: r Owner's Name: Ph--. /t/ �' i ci9 Yat- . __ Q 3 Al e! Address: Ij/../:37 5,�..vf,234i11 I) 3, �iCX A7 Phone: 7.. D ?n .3 Legal Description: Block Number: cco Lot Number: /e2-- Zoning District: Contractor: 5;4P f/ig,Z26 60e); State License Number: ed3G ?2fo 'r Address: , 5j'/ t-,a, e AV Phone: e4 5' J 7 City: ji State:Al Zip: 3225 7 Fax: 7 V,5-1 / Describe proposed use and work to be done: Ate _ /°7 e �iK ,/ ,1'7 '`�Z' ` -,CH 4 Present use of land or building(s): Of-L -/ Valuation of proposed construction: /�� D' JUN ' Is approval of Homeowner's Association or other private entity required? f yes, please submit with this application. -rt'i BY. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑ 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 1S REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. I hereby certify that all information provided with this application is correct. `�� .,.�, ,� Signature of Owner: .il CC Date: ‘, I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I ynderstand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Cl� ViDate: rw U � d Address and contact information of person to receive all correspondence regarding this application (please print). Name: Crl.c' tit✓7777 Ce;;1- Mailing Address: `` 57o h'40t14 1/ S / Phone: y6,3 "05-7 Fax: 75-0 71-51?-- �� S-►1",Z5 E-Mail: AS TO OWNER: Sworn to and subscribed before me this /0 day of J vNE ,20 CJ . State of Florida,County of Duval 411 Notary's Signature: ,„ijoi : v�, EDWARD WINTERS [ersonally'cnownEl \ MY COMMISSION#DD 019449 ,,,, ril 19,2005 Produced identification +•;`� �:'''91 EXPIRES'•A Pubficunderwnters Type of identification produces: f, ;�'` bonded u Notary AS TO CONTRACTOR: / Sworn to and subscribed before me this ` (1 day of(-_J '�-( ,20 6 . State of Florida,County of Duval .111ff� .4116 Notary's Signature: [Personally known r '.r;•., EDWARD WINTERS ❑ Produced identificatio` ¢',.. = MY COMMISSION#DD 019449 Type of identification EXPIRES.April 19,2005 nawmers oa Ft.,, 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 1/04 • i , Jam' 1 .�, tt+, CITY OF ATLANTIC BEACH OWNER/BUILDER AFFIDAVIT Date: , %p/7/ Job Address: 60,4/ ed /Y71 Sr' //-nvt;2e Z5e-le-X CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE— OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS-WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. /•, ,i .1(_ mss/ / �� PROP ' O ' R/B 1-DER SWORN TO AND SUBSCRIBED BEFORE ME THIS /O DAY OF4:41./."-k- 20 0 41 ay , EDWARD WINTERS ` 4 �'r '? MY COMMISSION#DD 019449 NOTARY PUB 0.5 g P MY COMMISSIt-'. t1614"- F,londedThaiNotaryPublicUnderwriters NOTE: PHRASES UNDERLINED ABOVE. S' . 15 A CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: (p �p( t) //.17-‘ Type of Development: Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to mpl with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinan affec g the p .posed ivelopment. Applicant's Signature. e,e_e, Date: /1'/ O/ Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 DEPARTMENT OF PUBLIC WORKS M•J cj EROSION & SEDIMENT CONTROL INSPECTION ��_J1�1-fie Date Time Permit # Inspector Project Name/Location Contractor's Name/Address Stage of Construction YES NO NA ❑ ❑ ❑ 1. All required erosion and sediment control measures are shown on plan. ❑ ❑ ❑ 2. All silt fences are properly installed(staked hi and trenched in)and in good condition. ❑ ❑ ❑ 3. All disturbed areas are property stabilized.Temporary or permanent stabilization is required. ❑ ❑ ❑ 4. All dewatering operations turbidity readings are 5 29 ntu above natural background readings. Note,turbidity readings must not be above background levels for Outstanding Florida Waters. ❑ ❑ ❑ 5. All construction entrances are free from soil and mud tracidng. ❑ 0 ❑ 6. All above ground water impoundments are stabilized. O 0 0 7. All stormwater inlets are adequately protected from sediments. ❑ ❑ ❑ 8. AD stormwater ponds and conveyance systems are stabilized and free of sediments. ❑ ❑ ❑ 9. All receiving waters are adequately protected with floating turbidity curtains or other means as needed. ❑ ❑ ❑ 10. Sediment traps are Installed as needed and are in good working order. O ❑ ❑ 11. All soil stockpiles are adequately stabilized. ❑ ❑ 0 12. All preservation wetland and conservation areas are clearly marked and adequately protected from silt,erosion and turbidity. ❑ ❑ ❑ 13. All alum/water treatment systems operating property and coordinated with DPW. ❑ ❑ ❑ 14. Notice of Intent(N01) (FDEP Form 62-621300(4Xb)has been submitted to FDEP. ❑ 0 ❑ 15. The Stormwater Pollution Prevention Plan(SWPPP)is on site. ❑ 0 ❑ 16. The required inspects n and maintenance report forms are always completed. Comments: NOTE: Failure to comply with erosion and sediment control rules and regulations in a timely manner may result in PERMIT VIOLATIONS,and ENFORCEMENT ACTIONS may be taken by City Of Atlantic Beach,SJRWMD,FDEP,and U.S.EPA. Letters of Violations,Stop Work Orders,and Fines may be issued for Permit Violations. Please contact Public Works Department at 904—247-5834 or Fat 904—247-5843 for any questions or concerns. Verbal/Written notification given to: Company Phone# Inspector Signature ; CITY OF ATLANTIC BEACH „''j11 PERMIT CALCULATION SHEET �LTIAJ` Date: 6 ' 3o _ 0Y Address (Q ( sr / =` , S r ' %o r10 d Heated Square Footage / 3 S� @ $ '7 3-- per sq ft = $ 70 l 6 Z r Garage/ Shed 2 0 @ $ 3 1 per sq ft = $ �o O Carport/Porch ;3 2 @ $ I g per sq ft = $ Deck @ $ per sq ft = $ Patio Lit? @ $ `7 per sq ft = $ 3 3 6 TOTAL VALUATION: $ )(9 9i 3S /Q 3J $ Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: '6Qc'- ( + '/z Filing Fee $ FLOOD ZONE: (v) Fireplaces @ $35.00 $ 0 IMPERVIOUS S-61711 : BUILDING PERMIT FEE $ WATER IMPACT FEE $ 5-7 C) SEWER IMPACT FEE $ -S'O WATER METER/TAP $ )— CAPITAL IMPROVEMENT$ 2 2 3-- SEWER TAP $ --O Cyo) RADON HRS .0050 $ SECTION H PAVING (Sv ) $ • 73�O CROSS CONNECTION $ 3 5 ST(/6 ST5 SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: (s C0 GOES r / ,C j — / o c.-'M yO tlsrr DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 Z 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 1 Drinking fountai cemaker yZ l s Floor drains 2 Hose bib 1 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Z Laundry tray(1 or 2 compartments) 2 Lavatory • 1 ' 4 Shower compartment,domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet,flushometer tank, public or private 4 Water closet, private installation 4 1 1-7( Water closet, public installation 6 TOTAL NUMBER OF UNITS S MULTIPLIED X 20 TOTAL$ -76 III. Energy Code Information: RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS 1. Is the current energy code form completed properly and signed; • correct climate zone and correct jurisdiction? (FBC 13-600) Yes No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes✓ o N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes No N/A r (FBC 13-602.I.ABC.1.1) PLANS EXAMINER: D 0 i f o iL P DATE: (. '3 O'O t( 4. Is the"R"value for added insulation on exterior walls shown? Yes I No N/A 5. Is the"R"value for ceilings shown? (FBC 13-604.1.ABC.I) Yes✓No N/A r �r - `� �+[ 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes No N/A✓ OWNER:"e L h6fr J . J f TORS JOB ADDRESS:E71O (,j, / ' ff" 7. Are Energy Credits Claimed? Yes ✓No N/A A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yes ✓No N/A CONTRACTOR: SM/'-L G w 0C1 0 PHONE NUMBER: q'a 3•2os- 7 B. White Roof Credit (FBC 13-607.I.A.5) Yes yo N/A C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes o N/A (CIRCLE) I. Survey: IV Foundation Plan: I. Is a specific purpose survey submitted? Yes ✓/No N/A I. Are all footings shown,including interior bearing walls, 2. Is correct Flood Zone shown? Yes No N/A Column pads and concentrated loads? Yes �o N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes✓No N/A m an"A"or"V"zone? Yes No N/A'�/ 3. Arc all elevation changes in slab shown? Yes ✓No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/Aa" 4. Is minimum concrete PSI shown? Yes i/No N/A 5. Is property in a flood way? Yes No N/A✓ 5. Is slab reinforcement shown? Yes 1✓No N/A 6. Is flood way line shown? Yes No N/A i" A. Wire mesh size and gauge? Yes No N/A'✓ B. Fibermesh reinforcement? Yes✓No N/A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes✓No N/A II. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes,/No N/A 1. Are plans sealed by architect or engineer? Yes ./No N/A 8. Is type of soil treatment for termites shown?(FBC 1816) Yes No N/A A. Are structural calculations submitted? Yes J No N/A 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes /1'lo N/A Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes• No N/A 3. Is exposure category shown? (FBC 1606.1.8) Yes✓No N/A `� 10. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 1606? Yes V No N/A (FBC 1805.1) Yes No N/A 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yes✓No N/A 6. Are pressures for wind loding on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.5? Yes✓ No N/A 1. Is finished grade shown? Yes✓No N/A 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yes✓No N/A stories and allowable area? Yes,/ No N/A A. Minimum 8"above adjacent grade? Yes✓ o N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes v/No N/A for structural elements? Yes No N/A C. Base flood elevation? Yes-No N/A 9. Are plans designed per SSTD 10-99? Yes No N/At/ 3. Is minimum footing depth beneath finished grade shown? Yes,.../No N/A A. Are all appropriate charts and tables shown? Yes No N/A (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A✓ 4. Are all footing sizes shown? Yes i✓No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes'/No N/A Construction in High Wind Areas"? Yes No N/A✓ • 6. Is vertical reinforcement shown? Yes ieNo N/A A. Are all appropriate charts and tables shown? Yes No N/A✓ 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No N/A A. Is exterior wall finish shown? Yes No N/A ***".....- I1. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes✓No N/A High Wind Areas? Yes‘,./No N/A C. Is exterior wall insulation shown? Yes No N/A.� A. Are all appropriate charts and tables shown? Yes✓No N/A D. Is exterior wall finish shown? Yes No N/A B. Are all appropriate requirements circled or highlighted? Yes ,/No N/A 8. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Yes �No N/A Manual for One-and Two-Family Dwellings,High Wind Edition"? Yes✓No N/A B. Is exterior sheathing(type and thickness)shown? Yes✓rNn N/A A. Are all appropriate charts and tables shown? Yes v/No N/A C. Are nailing requirements(size and spacing)shown? Yes 1../No N/A B. Are all appropriate requirements circled or highlighted? Yes ...Ago N/A (FBC Table 2306.1) D. Is exterior wall finish shown? Yes.%..4 N/A 15. Does bedroom open directly into garage? Yes No✓r`r/A E. Is interior wall finish shown? Yes✓No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished1/" / of bedrooms shown on the application? Yes s/No N/A • grade shown? (FBC 2304.2.5) Yes ✓ No N/A G. Are shear wall segments shown? Yes V No N/A 17. Is Designer's name and address shown on plans? Yes✓No N/A A. Type of hold-downs shown? Yes :1 No N/A 18. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes t/No N/A and FBC 1012.1.5? Yes✓No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yea✓No N/A 19. Are habitable rooms shown with the minimum light and ventilation 11. Is ceiling type shown,drywall thickness? Yes t/No N/A requirements of FBC 1203.1? Yes✓No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes✓No N/A wind load requirements for components and cladding per FBC 1606? Yes✓No N/A B. Are conventional frame rafters used? Yes No N/A✓ 21. Does floor plan show fireplace? Yeso N/A✓ I. Rafter size shown? Yes No N/A t../ 22. Are stair details shown? Yes a/No N/A 2. Species of lumber shown? Yes No N/A i/ A. Is minimum stair width shown? (FBC Table 1004) Yes./No N/A 3. Grade of lumber shown? Yes No N/A s../ B. Are tread and riser sizes shown? (FBC 1007.3) Yes ✓No N/A C. Type of roof sheeting shown? Yes „No N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes✓No N/A I. Thickness of roof sheeting shown? Yea✓No N/A D. Are required landing shown? (FBC 1007.4)? Yes✓No N/A 2. Grade of roof sheeting shown? Yes('/No N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes✓No N/A 3. Nailing pattern of roof sheeting shown? Yes✓No N/A 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes../,No N/A D. Weight of Dry-In felt shown? Yes✓No N/A 24. If required,are tenant separations shown? Yes%/No N/A E. Type of roof cover shown? Yes✓No N/A A. Duplex (FBC Table 704.1) I. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes ✓No N/A 25. Are all columns and beams shown for porches and lanais? Yes No N/A✓ 2. Attachment of tile roof shown? Yes No N/A."'" A. Are column type,size and anchorage shown? Yes No N/A t/ (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes No N/A✓ 3. Other roof covering and attachments shown? Yes No N/A✓ 26. Are all lintel and beam details shown? Yes�No N/A. F. Length of roof overhang shown? Yes%,,./"No N/A 27. Are engineering details provided for butt glass? Yes No N/A v.."'" G. Type of soffit and fascia shown? Yest/flo N/A H. Attic ventilation shown? Yes r/No N/A I. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes✓No N/A I. Are engineered truss plans provided showing loads,uplifts and J. Type and gauge of cave metal shown? Yes ,..„/No N/A required connections? Yes✓No N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yea✓No N/A 3. Framed roof. VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, I. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No N/A✓ application? Yea' No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yea✓No N/A species,grade of lumber,span and connections? Yes No N/A 3. Are all door and window sizes shown? Yes✓No N/A C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yea✓No N/A grade of lumber and connections? Yes No N/A ✓ 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes V No N/A of lumber? Yes No N/A 6. Are all vertical reinforcements shown? Yes✓No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes✓No N/A pattern? Yes 1„./No N/A 8. Are all hold-downs and hurricane anchorages shown? Yens/No N/A 9. Is required attic access shown? Yesa/No N/A 10. Are all plumbing fixtures shown? Yes✓No N/A VIII. Floor Framing. I1. Are all electrical fixtures shown? Yes✓No N/A I. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes No N/A uplifts and connections? Yes✓No N/A A. Is air handler and condensor location shown? Yes/..No N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes ✓No N/A grade of lumber and connections? Yes.."/No N/A 13. Are all smoke detectors shown? (FBC 905.2) Yea t/No N/A 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes `""/"No N/A Have a 29"net clear door opening and handicap accessible route? (FBC II-ll) Yes t./No N/A 06/30/2004 12:17 9042871258 ' ENERGY DESIGN r.,,:r.: •FORM 600A-2001 ko t J /17rN FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A ' Project Name: Duplex West 14th St Builder: Smallwood Builders Address: West 14th St Permitting Office: Atlantic Beach City, State: Atlantic Beach, Fl Permit Number: Owner Jurisdiction Number: Climate Zone: North v9( ' 3 E 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Multi-family - a. Central Unit Cap:30.0 kBtu/hi 3. Number of units,if multi-family 2 - SEER:10.00 - 4. Number of Bedrooms 3 - b.N/A - 5. Is this a worst case? No - - 6. Conditioned floor area(R2) 1355 ft' c. N/A - 7. Glass area&type - - a. Clear-single pane 0.0112 - 13. Heating systems b. Clear-double pane 146.0 ft' - a. Electric Heat Pump Cap:30.0 katwMr _- c. Tint/other SHGC-single pane 0.0 ft' - HSPF:6.80 - d.Tint/other SHGC-doable pane 0.0 ft2 b.N/A -- 8. Floor types - • a. Raised Wood,Adjacent R=19.0,110.0ft' - e.N/A - b. Slab-On-Grade Edge Insulation R'0.0,125.0(p)R - c. N/A ; 14. Hot water systems 9. Wall type - a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0,1.769.0 ft' - EF:0.91 - b.Frame,Wood,Adjacent R-11.0,747.0 R' - b.NIA - c. Frame,Wood,Adjacent R=11.0.179.0 ft' - - d.NiA - c.Conser atior credits - e. N/A I (HR-Heat recovery,Solar 10. Ceiling types - DHP-Dedicatee heat pump) a. Under Attic R=30.0,635.0 ft' _ 15. HVAC credits - b. Under Attic R=19.0,14.0 ft' - (CF-Ceiling fan,CV-Cross ventilation, c. N/A I HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat. a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0. 125.0 ft _,.,, MZ•C-Multizone cooling, b.N/A MZ-H-Multizone heating) . Total as-built points: 22243 PAss GlassiFloor Area: 0.11 Total base points: 24129 I hereby certify that the plans aria specifications covered Review of the plans and .,„•...-•••...,. by this calcuiation are in comp lance with the Flo-iaa specifications covered by this ,• ��H sTgo I Eneray Code. r, calculation indicates compliance ;'� ;,,�'-:., ',;d a.1,.. ' with the Florida Energy Code. . . "_-�;"r ° PREPARED BY: �C -x/� - Before construe:ion is completed raiz DATE: 31 -?----1) a3 this building will be inspected for f`t 0 4 7. i compliance with Section 553.908 '•.ft .7;i1-.--'. I hereby certify that this ---.esig 'd, is in .. coD ?;=.. compliance with the Flori.,building, y.- Co' . / •nda Statutes _ OWNER/AGENT' /�ter; BUILDING OFFICIAL: [3'-' L •-i OVIlNE ��„ DATE: d4.1 ' DATE: 7-- .1 • Ott EnergyGauge®(Version: FLR1PB v3.22) DE/30/2004 12:1/ '3U42ti/1 2'..-.1b :IFIZ. 0 r ua i al., ,.-r- ..... . FORM 600A-2001 111/ OJT /107"/ SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: West 14th St,Atlantic Beach,FI, PERMIT#: IBASE I 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 1358.0 20.04 48117_11 nrnihip,Caaar E 5.0 6.0 12.0 40.22 0.56 270.5 Double,Clear W 1.3 15.0 39.0 36.99 1.00 ^436.7 Double,Clear 5 1.3 15.0 30.0 34.50 0.99 1026.7 Double,Clear E 1.3 6.0 20.0 40.22 0.94 753.5 Double,Clear S 1.3 6.0 45.0 34.50 0.89 1384.7 As-Built Total: 146.0 4872.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 926.0 0.70 648.2 Frame,Wood,Exterior 11.0 1269.0 1.70 2157.3 Exterior 1269.0 1.70 2157.3 Frame,Wood,Adjacent 11.0 747.0 0.70 522.9 Frame,Wood,Adjacent 11.0 179.0 0.70 125.3 Base Total: 2195.0 2805.5 As-Built Total: 2195.0 2906.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 21.0 6.10 128.1 Exterior 21.0 6.10 128.1 Adjacent Wood 19.0 2.40 45.6 Base Total: 40.0 173.7 As-Built Total: 40.0 173.7 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 615.0 1.73 1053.9 Unoer Attic 30.0 635.0 1.73 X 1.00 1098.6 Under Attic 19.0 14.0 2.34 X 1.00 32.8 Base Total: 615.0 1063.9 As-Built Total: 649.0 1131.3 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 125.0(p) -37.0 -4625.0 Raised Wood,Adjacent 19.0 110.0 0.40 44.0 Raised 110.0 -3.99 -438.9 Slab-On-Grade Edge Insulation 0.0 125.0(p -41.2C -5150.0 Base Total: -6063.9 As-Built Total: 235.0 -5106.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1355.0 10.21 13834.5 I 1355.0 10,21 13834.5 EnergyGauge®DCA Form 600A-2001 EnergyGauge®IResFREE'2001 FLR1 PB v3.22 06/30/2004 12:17 9042871258 ENERGY DESIGN rWua. ep4 FORM 600A-2001 (06 l'trI, ( 0 - SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS West 14th St,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT Summer Base Points: 17701.6 Summer As-Built Points: 17711.1 Total Summer X System s Cooling Total X Cap X Duct X System X Credit = Cooling Points Multioiier Pcints Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 17711 1 1.000 (1.090 x 1.147 x 0.91) D.341 1 000 6877.2 17701.6 0.4266 7551.5 17711.1 1.00 1.138 0.341 1.000 6877.2 EnergyGaugersA DCA Form 6C0.A-2001 EnergyGaugeVResFREE'2001 FLR1 PB v3.22 0E130/2004 12:17 9042871258 trAERaY Ui='�1 aN �, esu FORM 600A-2001 Ip4 01 14 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: West 141h St,Atlantic Beach, FI, PERMIT#: fBASE f AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area TypeiSC Ornt Len Hgt Area X WPM X WOF= Point .18 1355.0 12.74 3107.3 Double,Clear E 5.0 6.0 12.0 9.09 '.24 135.2 Double.Clear W 1.3 15.0 39.0 10.77 1.00 420.4 Double.Clear S 1.3 15.0 30.0 4.03 1.00 120.3 Double,Clear E 1.3 8.0 20.0 9.09 1.03 185.8 Double,Clear S 1.3 8.0 45.0 4.03 1.08 195.3 As-Built Total: 148.0 1058.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 926.0 3.60 3333.6 Frame,Wood,Exterior 11.0 1269.0 3.70 4695.3 Extenor 1269.0 3.70 4695.3 Frame,Wood,Adjacent 11.0 747.0 3.60 2689.2 Frame Wood,Adjacent 11.0 179.0 3.60 644.4 Base Total: 2195.0 8028.9 As-Built Total: 2195.0 8028.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11,50 218.5 Exterior Wood 21.0 12.30 258.3 Exterior 21.0 12.30 258.3 Adjacent Wood 19.0 11.50 213.5 Base Total: 40.0 476.8 As-Bullt Total: 40.0 476.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 615.0 2.05 1260.8 Under Attic 30.0 535.0 2.05 X 1.00 1301 8 Unaer Attic 19.0 14.0 2.70 X 1.00 37 3 Base Total: 615.0 1260.8 As-Built Total: 849.0 1339_,3 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 125.0(p) 8.9 1112.5 Raised Wood,Adjacent 19.0 110.0 2.20 242.0 Raised 110.0 0.96 105.6 Slab-On-Grade Edge Insuiation 0.0 125.0(p 18.80 2350.0 Base Total: 1218.1 As-Built Total: 236.0 2592.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1355.0 -0.59 -799.4 1355.0 -0.59 -799.4 EnergyGauget DCA Form 600A-2001 EnergyGauge4D/ResFREE'2001 FLR1PB v3.22 06/30/2004 12:17 9042871258 ENERGY DESIGN rmuc rc FORM 600A-2001 6i, ij / Li-m WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: West 14th St,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT / Winter Base Points: 13292.4 Winter As-Built Points: 12695.8 ^ Total Winter X System = Heating Total X Cap X DuctX System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) -- 12695.8 1.000 (1.069 x 1.169 x 0.93) 0.501 1.000 7399.2 13292.4 0.6274 8339.6 12695.8 1.00 1.162 0.501 1.000 7399.2 1 EnergyGauger"DCA Form 6CCA-2001 EnergyGaugeVResFREE2001 FLR1 PB v3.22 06/30/2004 12:17 9042871258 ENERGY DESIGN r,:�ur= r� . , q• FORM600A-2001 Lo(/) Uv I TH WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS. West 14th St,Atlantic Beach, FI, 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 Mtatipl er 3 2746.D0 82381 50.0 0.91 3 1.00 2655 47 .00 79E6.4 As-Built Total: 7966.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7551 8340 8238 24129 6877 7399 7966 22243 PASS .''''''''''_....... ....-0-,...................... ,,,,...,,.,,,,-,. 0,--... .(4,..,.,,, ,, ,..,,,,,,......, :&..„,„, ',,:.",:::11,':?:::,,e,,.,'.0.', X66 . .; Op WE EnergyGau eTM DCA Form 600A-2001 EnergyGauge'/ResFREE'2001 FLR1PB v3.22 06/30/2004 12:17 8042871258 ENERGY DESIGN �a.a= uo FORM 600A-2001 (C) rn w ` ( 4-1-it Code Compliance Checklist Residential Whole Building Performance Method A - Details - ADDRESS: West 14th St,Atlantic Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS {SECTION REQUIREMENTS FOR EACH PRACTICE __ - CHECK Exterior Windows&Doors 1 606.1 ABC.1.1 _ Maxlmum_.3 cfm/sq.it.window area;.5 cfm/sg.Rdoor area Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket.weatherstrip or seal between:windows/doors&frames,surrourding wall; foundation&wall sole or sill plate:joints between exterior wall panels at corners; ut lity i penetrations;between wall panels&top/bottom plates; between walls and floor. ' EXCEPTION:Frame walls wnere a continuous infiltration barrier is installed that extends from and is sealed to,the foundation to the top plate. ,\ Floors 603.1.ABC,1.2,2 Penetrations/openings X1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that Is sealed tc the_perimeter,penetratons and seams. — Ceilings r as606.1 ABC,1.2.3 Between walls&ceilings:penetrations of ceiling plane of top floor:around shafts,C1 nes. soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp ooard&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration Darner is Installed that is sealed at the perimeter.at penetrations and seams._ Recessed Lighting Fixtures 605.1.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"f-om insulation;or Type IC rated with<2.0 cfm from - conditbned s�ace,_tested. -- ----- ----�--- --- barrierp to Multistoryhouses —_ .1 ABC.1.2.5 Air on perimeter of floor cavity between floors. Additional Infiltration reqts 1606.1.ABC.1.3 Exhaust fans vented 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 .L Water Heaters 612.1 Comply with efficiency requirements in Table 8-12.Switch or clearly marked circuit 1 ' breaker(electrip)or cutoff(gas)must be provided.External or built-in heat trap required. _ Swimming Fools&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 j i efficienry of 78%. Shower heads- _— 612.1 Waterflow must be restricted to no more than 2.5 gellona.per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically N attached.sealed,insulated,and installed in accordance with the criteria of Section 810. Ducts In unconditioned attics:R-6 min.insulation. ...NC.— HVAC Controls _-.--,_6D71_..._ Separate readily accessible manual or automatic thermostat for each system..- __ Insulation 6D4.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. i `\-. l Common ceiling&floors R-11. EnergyGaugeT" DCA Form 600A-2001 EnergyGaugeO/ResFREE'2001 FLR1 PB 422 06/30/2004 12:17 9042871258 ENERGY DESIGN PAUL. 17y , • . lo 10 ki , 14 TN ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =83.6 The higher the score,the more efficient the home. , West 14th St. Atlantic Beach. Fl, 1. New construction or existing New 12. Cooling systems 2. Single family or multi-family Multi-family - a. Central Unit Cap:30.0 kBtu/!r _ 3. Number of units.if multi-fami iy 2 _ SEER: 10.00 _ 4. Number of Bedrooms 3 _ b.N/A - 5. Is this a worst case? No _ - 6. Conditioned floor area(ft2) 1355 fl' c.N/A - 7. Glass area&type _ - a. Clear-single pane 0.011, _ 13. Heating systems b.Clear-double pane 146.0 fl2 - a. Electric Heat Pump Cap:30.0 kBtufrir _ c. Tint/other SHGC-single pane 0.0 ft' _ HSPF:6.80 _A d.Tint/other SHGC-double pane 0.0 fl2 b.N/A - S. Floor types _ - a. Raised Wood,Adjacent R=19.0,110.082 _ c.N/A --- b. Slab-On-Grade Edge Insulation R=(1.0,125.0(p)ft _ - c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11:0, 1269.0 ft' _ EF:091 -- b. Frame,Wood,Adjacent R=11.0,747.0 ft' _ h.N/A - a Frame,Wood,Adjacent R=11.0,179.0 ft2 _ - d.N/A _ c.Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types - DIP-Dedicated heat pump) a. Under Attic R=30.0,635.0 112 _ 15. HVAC credits _- b. tinder Attic R=19.0, 14.0 ft2 - (CF.-Ceiling fan,CV-Cross ventilation, c. NlA HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Ung. Ret:Unc. AH:Interior Sup.R=6.0,125.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy savin_,eatures which will be installed(or exceeded) •=• •c8E sr.gj •.. in this home before final inspect' .Oth�,�se,a new EPL Display Card will be c• pl-ted �y;,: N// based on installed Code c�•�'ant fea, es. j 'I ,:::4_41:::•4::::.''''...:.:.;._7:."‘t,--.4\ • Builder Signature /��/i_ ,, -' Date: / . b Address of New Horn . City/FL Zip: '•••._°ob wE *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStardesignation), your home may qualify far energy efficiency mortgage(EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.u f edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyCaugee(Version:FLRIPB v3.22) 06130/2004 12:17 9042871258 - i_-'aY i'=='1 r,-A a. �iu 4--r4. V "V ' RIGHT-J LOAD AND EQUIPMENT SUMMARY uI Entire House Energy Design Systems Job: 3/24/03 1055:ar<vale Ra,Jacl<=_ornnlle, 132156 Phone.3u4-28 -53.', rax 9;1.118 -;25a =mail:ener^ycesiankVerthi corn Pro-ect Information . For: Duplex West 14th St. Atlantic Beach, Fl Notes: Desi.n Information Weather. Jacksonvi le, Intl Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 Outside db 93 Inside db 72 'nside db 72 "F Design TD 40 '= Design"D 21 OF Daily range M Relative humidity 50 % Moisture difference 56 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 35438 Ruh Structure 22913 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 "F Design heat load 35438 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equia. load 22454 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1380 Btuh Ventilation 0 Btuh Heating Cooling Infiltraton 3900 Btuh Area(ft2) 1355 1355 Total latent equip. oad 5280 Btuh Volume(ft3) 12195 12195 Air changes/hour 1.00 0.50 Total equipment load 27734 Btuh Equi'.AVF (cfrr) 204 102 Heating Equipment Summary Cooling Equipment Summary M2ke Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 3 Btuh Heating output 0 Btuh @ 47'F Latent cooling 0 Btuh Heating temp rise 0 `F Total cooling 0 Btuh Actual heating fan 1096 cfm Actua cooling fan 1096 cfm Heating air flow factor 0.031 cfmJBtuh Cooling air flow factor 0.048 cfm/Btuh Space thermostat Load sensible heat ratio 81 % Printout certified by ACCA to meet ail requirements cf Manual J 7th Ed. .nrrlghitsoft Right-State=cesidentiai' 5 Ott RSR29784 2074 Jun-;013.18C1 .45 k ,: CocumenL<and Setangsuustomer'My Documents1WrigaMolt}Lru*ler West 14th St All ach.rs, oacy, Li 4 V\If . i/7/ Job Truss Truss Type Qty Ply A485461 J42145F F01 FLOOR 28 1 _ (optional) Builders FirstSource, Jacksonville, FL., MiTek lndu4trd0, In6R1 s Oct 1/ 20 1 Mil ek Industnes7 Inc. Wed Apr 02 09:47:57 2003 Page 1 I 1-3-0 I I 1-5-8 i Scale = 1:29.7 4x6 = 4x6 = 1x3 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 1x3 = A B C D E F G H S -''N /I T ( YY M L K J r 3x4 = 4x6 = 3x4 = 3x4 = 1x3 II 1x3 II 3x4 = 3x4 = 4x6 = 3x4 = 7-10-8 , 9-4-0 , 17-2-8 I 17-2-8 Plate Offsets(X,Y): [A:Edge,0-1-8], [D:0-1-8,Edge], [E:0-1-8,Edge], [H:0-1-8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.28 VertILL) -0.20 M-N >999 MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.75 VertITL) -0.28 M-N >739 BCLL 0.0 Rep Stress Incr YES WB 0.48 HorzITL) 0.06 I n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 89 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) R=926/0-3-8, 1=926/0-3-8 FORCES (lb)- First Load Case Only TOP CHORD R-S=-921,A-S=-920, I-T=-921, H-T=-920, A-B=-934, B-C=-2288, C-D=-3033, D-E=-3264, E-F=-3033, F-G=-2288, G-H=-934 BOT CHORD Q-R=48, P-Q=1758, O-P=2792, N-0=3264, M-N=3264, L-M=3264, K-L=2792, J-K=1758, I-J=48 WEBS A-Q=1205, H-J=1205, B-Q=-1145, G-J=-1145, B-P=738, G-K=738, C-P=-700, F-K=-700, C-0=335, F-L=335, D-0=-314, E-L=-314, D-N=12, E-M=12 NOTES 1) This truss has been checked for unbalanced loading conditions. ,ti hmililuses 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d 0,.. r.vo r nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. •••)•• CB. . '�f//,.; 4T lint 41 , r LOAD CASE(S) Standard ,.„ ,fit` 0. �' 1 April 2,2003 vi, /1/-77/ Job Truss Truss Type Qty Ply A485462 J42145F F02 FLOOR 2 1 (optional) Builders FirstSource, Jacksonville,l-L., MITek Indu4t061, InuSR1 s Oct 17 2001 MiTek Industries, Inc. Wed Apr 02 09:47:57 2003 Page 1 I 1-3-0 I 1-5-8 Scale = 1:18.8 3x4 = 3x4 = 1x3 = 3x4 = 1x3 II 3x4 = 3x4 = 1x3 = A B C D E F 0 Xi C o • O 0 • L K J 1 H = 3x4 = 3x4 = 1x3 II 3x4 = 3x4 = 3 _ 4-1-8 , 5-7-0 , 10-11-8 I 10-11-8 Plate Offsets(X,Y): [D:0-1-8,Edge], [F:0-1-8,Edge], [K:0-1-8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 VertILL) -0.06 I-J >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.46 VertITL) -0.08 I-J >999 BCLL 0.0 Rep Stress Incr YES WB 0.28 HorzITL) 0.01 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/defl = 360 Weight: 59 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) M=583/0-3-8, G=583/0-3-8 FORCES (lb)- First Load Case Only TOP CHORD M-N=-571, A-N=-570, G-0=-576, F-0=-576, A-B=-532, B-C=-1273, C-D=-1273, D-E=-1179, E-F=-548 BOT CHORD L-M=30, K-L=1012, J-K=1273, 1-J=1273, H-1=1026, G-H=30 WEBS A-L=683, F-H=705, B-L=-668, E-H=-664, B-K=354, E-1=213, C-K=-155, D-J=-74, D-I=-127 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. `�`�,� 'y )ititlrisPtgfF.lir' LOAD CASEIS) Standard ` .V`` 11-Fir li,Lt r 4- aY "4 A I : a, TT'OP ox April 2,2003 b 4 klf / T Job Truss Truss Type Qty Ply A485463 J42145F F03 FLOOR 12 1 _ (optional) Builders FirstSource, Jacksonville,)-L., MiTek Indudtrd€kl, InsSH1 s Oct 1/ 2001 MiTek Industries, Inc. Wed Apr 02 09:47:58 2003 Page 1 1-3-01-7-8 I I { Scale = 1:23.4 3x4 = 3x4 = 1x3 = 3x4 = 3x4 = 3x4 = 1x3 II 3x4 = 1x3 = A B C D E F G 13- - i Q /-X Wz a, k N M L K J 1 ► 3x4 = 3x4 = 3x4 = 3x4 = 1x3 II 3x4 = 3x4 = 3x4 = 7-10-8 L 9-6-0 , 13-7-8 { 13-7-8 Plate Offsets(X,Y): [D:0-1-8,Edge], [G:0-1-8,Edge], [J:0-1-8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.51 Vert(LL) -0.16 K-L >998 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.90 Vert(TL) -0.22 K-L >734 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.03 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/deft = 360 Weight: 71 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (1b/size) 0=729/0-3-8, H=729/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD O-P=-726, A-P=-725, H-Q=-704, G-Q=-703, A-B=-710, B-C=-1660, C-D=-1991, D-E=-1857, E-F=-1857, F-G=-678 BOT CHORD N-0=37, M-N=1326, L-M=1982, K-L=1857, J-K=1857, 1-J=1335, H-I=36 WEBS A-N=915, G-1=872, B-N=-856, F-1=-914, B-M=466, F-J=710, C-M=-447, C-L=12, D-L=182, D-K=-206, E-J=-296 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �S�yasi111s113tsarsfiiitr LOAD CASE(S) Standard ••' '.` ��L"t.t)'t{� gr li April 2,2003 (,6 W. /I/77/ Job Truss Truss Type Qty Ply A485464 J42145F KW FLOOR 5 1 , (optional) Builders First ource, Jacksonville, FL., MiTek Indu4ta0I, ln6R1 s Oct 1/ 20 1 MiTek Industries, Inc. Wed Apr 02 09:47:59 2003 Page 1 Scale = 1:13.6 1x3 II 1x3 II 1x3 l I 1x3 ii 1x3 11 3x6 = A 3x6 - B C D E F G o d A • .:::. .:.........::.:.::::::.:.�::....iii ::.i.i.i..::..i.::.:.i.:.r:............ .. .........ir ..f.I. :J•rf:.J... .::.i.»fv J:Yi/�'{!. 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BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) N=62/8-0-0, H=62/8-0-0, L=120/8-0-0, K=158/8-0-0, J=120/8-0-0, M=165/8-0-0, 1=165/8-0-0 FORCES (lb)- First Load Case Only TOP CHORD A-N=-56, G-H=-56, A-B=3, B-C=3, C-D=3, D-E=3, E-F=3, F-G=3 BOT CHORD M-N=-0, L-M=-3, K-L=-3, J-K=-3, I-J=-3, H-I=0 WEBS C-L=-109, D-K=-143, E-J=-109, B-M=-148, A-M=-4, F-1=-148, G-1=-4 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. ,a;ittii3tirsrl(jtf:,,r�` 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d :,: v L 6 V7N giff410#14-t. B01 eh'ruso BUSITICS5 2 Pcs of 1 3/4" x 16" 1.7E TimberStrand® LSL TJ-Beam(TM)6.05 Sena!Numtier: User:1 4/2/03 8:56:21 AM Page Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 11' Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 0.0 113.0 0 To 11' Adds To WALL ABOVE Uniform(plf) Roof(1.25) 104.2 39.4 0 To 11' Adds To GABLE LOAD SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other • Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 793/1019/0/1812 L1: Blocking 1 Ply 1 3/4"1.7E TimberStrand®LSL 2 Stud wall 3.50" 3.50" 793/1019/0/1812 L1:Blocking 1 Ply 1 3/4"1.7E TimberStrand®LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 1757 -1277 18667 Passed(7%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 4686 4686 39388 Passed(12%) MID Span 1 under Roof loading Live Load Defl(in) 0.026 0.356 Passed(L/999+) MID Span 1 under Roof loading Total Load Defl(in) 0.059 0.533 Passed(U999+) MID Span 1 under Roof loading -Deflection Criteria:MINIMUM(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: J42145f JOHN BENZ BUILDERS FIRSTSOURCE 6550 ROOSEVELT BLVD. JACKSONVILLE, FLORIDA Phone:904.772.6100 Fax :904.772.1973 Copyright ° 2002 by Trus Joist, a Weyerhaeuser Business TimberStrand° is a registered trademark of Trus Joist. T:\Mitek42\mitek\Jobs\J42\J42145F\B01.sms Z (AL I 171 Tiff4, B01 -A�rverharusrr Rusinrs� 2 Pcs of 1 3/4" x 16" 1.7E TimberStrand® LSL TJ-Beam(TM)6.05 Serial Number: User:1 4/2/03 8:56:24 AM , Page2 Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN - - CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 10' 8.00" Max. Vertical Reaction Total (lbs) 1812 1812 Max. Vertical Reaction Live (lbs) 793 793 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 873 -873 Max Shear (lbs) 1202 -1202 Member Reaction (lbs) 1202 1202 Support Reaction (lbs) 1239 1239 Moment (Ft-Lbs) 3204 Live Deflection (in) 0.007 Total Deflection (in) 0.040 Loading on all spans, LDF = 1.25 , Dead + Floor + Roof Design Shear (lbs) 1277 -1277 Max Shear (lbs) 1757 -1757 Member Reaction (lbs) 1757 1757 Support Reaction (lbs) 1812 1812 Moment (Ft-Lbs) 4686 Live Deflection (in) 0.026 Total Deflection (in) 0.059 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 718 -718 Max Shear (lbs) 988 -988 Member Reaction (lbs) 988 988 Support Reaction (lbs) 1019 1019 Moment (Ft-Lbs) 2635 PROJECT INFORMATION: OPERATOR INFORMATION: J42145f JOHN BENZ BUILDERS FIRSTSOURCE 6550 ROOSEVELT BLVD. JACKSONVILLE,FLORIDA Phone:904.772.6100 Fax :904.772.1973 Copyright ° 2002 by Trus Joist, a Weyerhaeuser Business TimberStrand° is a registered trademark of Trus Joist. T:\Mitek42\mitek\Jobs\J42\J42145F\B01.sms Li/iW1 X47 rJub Truss —Truss Type Ofy Ply 1A485439 J42145 CJ01 ROOF TRUSS 12 1 (optional) Builders FirstSource, Jacksonville, )-L., Mi Tek lndu4trdEkl, lncSR1 s Oct 17 2001 MITA Industries, Inc. Wed Apr 02 09:41:22 2003 Page 1 -2-0-0 1-0-0 I2-0-0 1-0-0 C 0 Scale = 1:7.1 6.00 iZ B .aiiiitli MIEN Elr L D 2 4 — 000 A I 1-0-0 I 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.00 B >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.10 A-B >245 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=-98/Mechanical, B=277/0-3-8, D=14/Mechanical Max Horz B=161(load case 4) Max UpliftC=-98(Ioad case 1), B=-569(load case 4) Max Gray C=277(load case 4), B=277(Ioad case 1), D=14(Ioad case 1) FORCES (Ib)- First Load Case Only TOP CHORD A-B=48, B-C=-73 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist,they are not exposed to wind. ech lumber DOL increase is and the plbgriPate capable of crease is withstanding 98 lb uplift at 40-, syil�tiitiiis�r�jrj�,p, 2) Provide mechanical connection Ib others) of truss to bearing zi joint C and 569 lb uplift at joint B. ��. it,r, �. A !S'4 LOAD CASE(S) Standard a ti "" � ,: ;3'� Ara OF ie.:Ir,fii j' ...0zOR.I',O . April 2,2003 ii 4 In/. / Jut) — TTruss TTruss Type qty Ply — — J42145 CJ03 ROOF TRUSS 8 1 (optional) Builders First ource,Jacksonville, )-L., Mi I ek Indu3tfd4kl, InrSR 1 s Oct 1/ 20C1 Mi I ek Industries, Inc. Wed Apr 02 09:4/:2:.!2001 A4Pg85440ge 1 I -2-0-0 I — 3-0-0 I 2-0-0 3-0-0 C AScale = 1:11.0 6.00172— .: .00[1'£ coo B 1/ wig_jimilimini '/ D 4 - A . I 3-0-0 I 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 VertILL) -0.00 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.18 A-B >149 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/defl = 240 Weight: 13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=28/Mechanical, B=284/0-3-8, D=42/Mechanical Max Horz B=234(load case 4) Max UpliftC=-159(load case 5), B=-414(Ioad case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=49, B-C=-58 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 159 lb uplift �tt'aytsttitiirst�F/ ,� at joint C and 414 lb uplift at joint B. 4,a,,t4cE A F�rA if LOAD CASE(S) Standarda V R * 7 4, k1 cdn . > ,fir`' , Ct3ry.Sfx S.- 4>. April 2,2003 o . (AL ///7-7-/ "Job ,Truss —Truss Type Qty - Ply A485441 J42145 CJ03A ROOF TRUSS 4 1 (optional) Builders FirstSource,Jacksonville, I-L., Mi I-ek Indu4t120g, In6R1 s Oct 17 20C1 Mi 1 ek Industries, Inc. Wed Apr 02 09:41:24'2003 Pgge 1 f -2-0-0 i 3-0-0 2-0-0 3-0-0 D \(: Scale = 1:11.0 2x4 II C 6.00 ITT aoc B cl E d - a aoo 12.0011 F 4x6 A = 2-3-8l 3-0-0 l 2-3-8 0-8-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) -0.01 F >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.16 A-B >162 BCLL 10.0 Rep Stress Incr YES WB 0.01 Horz(TL) -0.01 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/deft = 240 Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) D=60/Mechanical, B=284/0-3-8, E=10/Mechanical Max Horz B=276(load case 4) Max UpliftD=-113(load case 5), B=-454(load case 4) FORCES (lb)- First Load Case Only TOP CHORD A-B=49, B-C=-59, C-D=25 BOT CHORD B-F=-6, E-F=6 WEBS C-F=42 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed 01SMOtitie ktit to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 ` 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding113 lb uplift C�,: at joint D and 454 lb uplift at joint B. lin ,, ' LOAD CASE(S) Standard42 :. " • * Its' '70 r ▪ 'i ATE rte '.>-kzaRivt'. April 2,2003 W. ill T Job Truss --Trussype — — Qty Ply A485442 J42145 CJO5 ROOF TRUSS 4 1 (optional) kiuilders FrrstSource, Jacksonville,1-L., Milek Induilteitg, In6R1 s Oct 17 2001 MiTek Industries, Inc. Wed Apr 02 09:4/:25 2003 Page 1 f -2-0-0 F 2-1-12 — I 3-5-4 I 5-0-0 2-0-0 2-1-12 1-3-8 1-6-12 E 0 Scale = 1:14.9 2x4 II A D 6.00 ITT 2x4 II • 109,111111' . elk 4.....0 F B - gl ,,0c iI/ ./ axs =, 12.00 72- H / 4x6 A x4 = 2-3-8i 3-3-8 I 5-0-0 2-3-8 1-0-0 1-8-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 VertILL) 0.13 H >449 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.11 H >530 BCLL 10.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.04 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/defl = 240 Weight: 22 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) E=149/Mechanical, B=348/0-3-8, F=25/Mechanical Max Horz B=376(Ioad case 4) Max UpliftE=-233(Ioad case 5), B=-469(Ioad case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=49, B-C=-100, C-D=-29, D-E=63 BOT CHORD B-H=5, G-H=22, F-G=-0 WEBS C-H=38, D-G=50 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building,with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist, they are not exposed �totintiNitrt J to wind. The r DOL increase is 1.60, and ate increase is 1.60 firi2) Provide mechanical econnection (by others) of t ussetolbearing plate capable of withstanding 233 lb uplift �.1b`''' ISC' A �.. at joint E and 469 lb uplift at joint B. ,q�`„ity' �c IF firs, - •b LOAD CASE(S) Standard '+ :_ *1 ,7 * x ta, ' 4TH.UP 4/4, y ' April 2,2003 (,(, w. / /7/4 'Job —Truss Truss—Type IOty ^Ply A485443 J42145 EJ04 ROOF TRUSS 6 1 (optional) Builders FirstSource, Jacksonville, FL. 4.201 SR1 s Nov 16 2000 MiTek lndustnes, Inc. Wed Apr U2 12:b9:12'2003 Page 1 I -2-0-0 I 4-10-4 2-0-0 4-10-4 2x4 I I l 3 Scale = 1:16.6 6.00 l 12 Ailli o w M. a 4 1 2x4 = 3x6 II 2x4 II 1 0-8-0 l 4-10-4 l 0-8-0 4-2-4 Plate Offsets(X,Y): [2:0-1-4,Edgel, 12:0-9-10,0-1-41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) -0.02 2-4 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) 0.07 1-2 >365 BCLL 10.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.2D REACTIONS (lb/size) 2=340/0-3-8, 4=163/Mechanical Max Horz 2=391(load case 4) Max Uplift2=-462(load case 4), 4=-210(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=49, 2-3=32 BOT CHORD 2-4=0 WEBS 3-4=-94 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level �StY�Elsnitt�rsrrjrtrr,� , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an \'., C1r A. ��"ii: occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 , 10 +t, .--/ If end verticals exist, they are not exposed to wind. If cantilevers exist, the left is exposed and the right , ' ` �`T1-rC,' l -. is not exposed. If porches exist,they are exposed to wind. The lumber DOL increase is 1.60, and the :4„' Cy ,e. `A ` plate grip increase is 1.60 St 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 462 lb uplift M * Z at joint 2 and 210 lb uplift at joint 4. ` k LOAD CASE(S) Standard j OR ":445` 1.• ., ,p.,;:iiYiA',. April 2,2003 w( 1i� o. —Truss Truss Type Qty Ply A485444 J42145 EJ05 ROOF TRUSS 4 1 (optional) :w .ers first ource, acksonville, L., Mi fek Inducltdiaa, Ini5R1 s Oct 17 2001 Mi 1 etc Industries, Inc. Wed Apr 02 U9:4/:2/.2003 Rage 1 -2-0-0 I - 5-0-0 � 2-0-0 5-0-0 C Lcafe = 1:14.9 m 6.00[Tr • B II ' D 40011111111111l A x4 _ ao 5-0-0 I 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 VertILL) -0.03 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.19 A-B >143 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=101/Mechanical, B=348/0-3-8, D=72/Mechanical Max Horz B=319(load case 5) Max UpliftC=-302(load case 5), B=-400(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=49, B-C=35 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 302 lb uplift i 01.0110it{0j at joint C and 400 lb uplift at joint B. i tt 44 LOAD CASE(S) Standard s\.r :9 I AT , tv P ' OR1 n, #SSnis19 Ci9t3z�'4t April 2,2003 �4 wit /4 Job buss russ Type Qty -PTy A485445 J42145 EJ07 ROOF TRUSS 6 1 (optional) Builders FirstSource, Jacksonville, L., MiTek Indudtt/EK In6R1 s Oct 17 20 1 Mi IA Industries, Inc. Wed Apr 02 09:4/:28.2003 Rage 1 F I-2-0-0 I 2-1-12 _ 3-5-4 7-0-0 I 2-0-0 2-1-12 1-3-8 3-6-12 E 11 Scale = 1:18.8 3x4 6.00[T£ D 2x4 11 SA IIIIIIMmmmmrniwC ill1111111.11111mft.—__ IF pi err ION 0 GF o co B �, H 3x4 = ® o v4 // �� 4x6 o 1 12.00 FIT A "4 = 4x6 2-3-81 3-3-8 7-0-0 I 2-3-8 1-0-0 3-8-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) 0.18 H >444 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.16 H >517 BCLL 10.0 Rep Stress !nor YES WB 0.15 Harz(TL) -0.12 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-6-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) E=151/Mechanical, B=424/0-3-8, F=114/Mechanical Max Horz B=451(load case 4) Max UpliftE=-295(load case 5), B=-501(load case 4), F=-72(load case 5) FORCES (Ib)- First Load Case Only TOP CHORD A-B=49, B-C=-501, C-D=-555, D-E=59 BOT CHORD B-1=419, H-I=539, G-H=285, F-G=0 WEBS C-I=-325, D-H=460, D-G=-292 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed ,t�,a}iSsuaissij to wind. The lumber DOL increase is 1.60, and the plate grip Plate capable of withstanding 295 lb uplift }ncrease is 1.60 �' . fr�+pzf'5;�� 2) Provide mechanical connection (byothers) of truss to bearing `� �'+ at joint E, 501 lb uplift at joint B and 72 lb uplift at joint F. ;�� .�g,.� �r CI - j ' ' LOAD CASE(S) Standard ' N f/ T J....t.z'LORID .,:,/,,,.,--:<"..4 '%:,,,LRE 13 ',,, April 2,2003 U4 ki I / I/M -Job TI uss Truss Type Oty INV— J42145 EJ07A ROOF TRUSS 6 1 (optional) A485446 Builders First ource, Jacksonville, FL. 4.201 SRI s Nov 16 2000 Mi Tek Industries, Inc. Wed Apr 02 13:49:55,2003 Page 1 -2-0-0 I l 7-0-0 I 2-0-0 7-0-0 4 Scale = 1:22.2 6.00112 2x4 3 c� 2ItgAllill.4 am am 'A v i Q a 1 R, 6 5 2x4 = 3x4 = 7-0-0I l 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.11 2-6 >735 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.32 Vert(TL) 0.17 1-2 >156 BCLL 10.0 Rep Stress Incr YES WB 0.13 Horz(TL) -0.00 5 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/defl = 240 Weight: 31 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-4-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=95/Mechanical, 2=424/0-3-8, 5=170/Mechanical Max Horz 2=443(load case 4) Max Uplift4=-217(load case 5), 2=-495(load case 4), 5=-158(load case 5) FORCES (lb)- First Load Case Only TOP CHORD 1-2=49, 2-3=-243, 3-4=33 BOT CHORD 2-6=168, 5-6=0 WEBS 3-6=-182 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist,they are not exposedtyaatssniuveyg to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 +a�W" �`°��+4 2) Refer to girder(s) for truss to truss connections. *>` �+ � A, A /S 3) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 217 lb uplift a AI- 11-FICA,'‘ :IF 1f 9r at joint 4, 495 lb uplift at joint 2 and 158 lb uplift at joint 5. ' 1` `1,�tl' <,� LOAD CASE(S) Standard a * 7 1*!` ..., q April 2,2003 bb 0L /2/7-7--/ . Job ---7russ Truss-Type ty Ply A485447 J42145 EJ09 ROOF TRUSS 6 1 (optional) Builders FsrstSource, Jacksonville,FL., MiTek Indu4ttdi4 In6R1 s Oct 17 20 1 MiTe Industries, Inc. Wed Apr 02 09:47:292003 Pege 1 -2-0-0 4-8-4 9-0-0 f — I + — I 2-0-0 4-8-4 4-3-12 2x4 II Scale = 1:26.3 D > C2i o Simpson HUS26 3x4 = 9-0-0 i 9-0-0 Plate Offsets(X,Y): (B:0-2-10,0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) -0.16 B-E >647 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.38 VertITL) -0.24 B-E >428 BCLL 10.0 Rep Stress!nor YES WB 0.16 Horz(TL) -0.01 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/defl = 240 Weight: 45 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-4-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=500/0-3-8, E=351/Mechanical Max Horz B=625(load case 4) Max UpliftB=-561(load case 4), E=-496(Ioad case 4) FORCES (Ib)- First Load Case Only TOP CHORD A-B=49, B-C=-360, C-D=-67 BOT CHORD B-E=299 WEBS C-E_-339, D-E=-84 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 ' ,s�t+atiniiitlfst/rif. If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed $$a CE A. �?`i to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 ��2,.ek_V .eb . '.�- 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 561 lb uplift +' ��"t 'lel r� ; at joint B and 496 lb uplift at joint E. til` �{. 'v� `.. LOAD CASE(S) Standard M _j /3 T axrt P ".� j�. -' April 2,2003 ‘ ‘ W• / 7-/-/ -Joh —Truss Truss Type Qty Ply A485448 J42145 HJ05 ROOF TRUSS 4 1 (optional) Builders First.ource, Jacksonville, I-L. 4.201 SRI s Nov 16 2000 Mitek Industries, Inc. Wed Apr 02 13:29:03.2003 Page 1 I -2-9-15 - I — 2-6-0 I 7-0-14 —I 2-9-15 2-6-0 4-6-14 Scale = a: ,;.9 4.24112 3 2x4 = N 2 A v w o ...", .y. m 6 5 1 2x4 = 3x4 - 2-6-0I 7-0-14 2-6-0 4-6-14 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 VertILL) -0.09 2-6 >906 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) 0.50 1-2 >74 BCLL 10.0 Rep Stress Incr NO WB 0.15 Horz(TL) -0.01 5 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.1D BOT CHORD Rigid ceiling directly applied or 8-8-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=159/Mechanical, 2=379/0-4-15, 5=142/Mechanical Max Horz 2=325(load case 2) Max Uplift4=-334(load case 3), 2=-535(load case 2), 5=-71(load case 5) FORCES (lb)- First Load Case Only TOP CHORD 1-2=50, 2-3=-164, 3-4=39 BOT CHORD 2-6=115, 5-6=0 WEBS 3-6=-118 � z,,yassssiitiiiss•stiftsjy NOTES .>�a CE .A k4 . 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level �,,N"`��';gI� vit.., 1,,,F. , using 5.0 psf top chord dead load and 5.0-psf bottom chord dead load, in the gable end roof zone on an '�- ' ,� -4k occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 "` 1 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed ' to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 -2 * 7 * 2) Refer to girder(s) for truss to truss connections. - ' 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 334 lb uplift r oz" (4, at joint 4, 535 lb uplift at joint 2 and 71 lb uplift at joint 5. thy,* ,,, N 4 LO i • -'* f �f" \. LOAD R ED 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 rd if,l `i' .0 t`,t�,�� Uniform Loads (plf) April 2,2003 Vert: 1-2=-54.0 Trapezoidal Loads (plf) Vert: 2=-2.8-to-4=-95.5, 2=-0.0-to-5=-53.0 610 W • / //7-y 1 Job - russ — —Trus, Type -Qty ply J42145 HJ07 ROOF TRUSS 2 1 (optional) A485449 Builders First ource,Jacksonville,1-L., MiTek IndudtrBigl, Inc5H1 s Oct 17 2001 Mi fek Industries, Inc. Wed Apr 02 09:41:31 '2003 Page 1 -2-9-15 I 3-0-6 I 4-8-14 9-10-13 I 2-9-15 3-0-6 1-8-8 5-1-15 Sdel• = 1:22.6 !FA 4.24112 3x6 D 2x4 II B i . ejptlallmnmm...n...__m. 4 y/ G F .� H Q v � 6x8 :-ggaIIIIIIIIIIIIIIIIIIIIIIIIIIIPIII Y 4x6 = A / I 8.49 rT'£ • 6 = 5x10 MII20H .--.-- 3-2-2I 4-7-2 I 9-10-13 3-2-2 1-5-0 5-3-11 Plate Offsets(X,Y): [B:0-2-12,0-1-8], [G:0-1-8,0-2-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) 0.47 G-H >246 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) 0.38 G-H >305 MII20H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.38 Horz(TL) -0.18 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 45 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D TOP CHORD Sheathed or 5-1 1-12 oc purlins. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 4-8-14 oc bracing. WEBS 2 X 4 SYP No.3 *Except* D-H 2 X 6 SYP No.1D REACTIONS (lb/size) E=302/Mechanical, B=536/0-4-15, F=343/Mechanical Max Horz B=562(load case 2) Max UpliftE=-586(load case 3), B=-650(load case 2), F=-229(load case 3) FORCES (Ib)- First Load Case Only TOP CHORD A-B=50, B-C=-1101, C-D=-1114, D-E=79 BOT CHORD B-1=1014, H-I=988, G-H=870, F-G=0 WEBS C-I=-176, D-H=405, D-G=-881 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level eta}jSs11t11tsptrt occupancy c0 catsftop or chord I, condition IId partand ially enclosed buildin ,.0 psf bottom chord with dead pC heASCE 7-98able end perFBC2001 of zone on n �a�Y,h 1v A lr��,, .. P Y 9 YP Y9. exposure ;ty �C .C, If end verticals or cantilevers exist,they are not exposed to wind. If porches exist, they are not exposed ,* �+ . "i to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 4'` I.IF•r �'r t 2) All plates are M1120 plates unless otherwise indicated. , 3) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 586 lb uplift - '\ at joint E, 650 lb uplift at joint B and 229 lb uplift at joint F. -2 * 7 .* LOAD CASE(S) Standard / AIS 0. 9,r 4 1) Regular: Lumber Increase=1.25, Plate Increase=1.25s.;-•n . 0314 ' Uniform Loads (plf) '.,)•,,, )4 (o..- ,i` Vert: A-B=-54.0 !,,} 7FD `' ,0 Trapezoidal Loads (plf) `t,"•:rill ,y •£' Vert: B=-2.8-to-E=-133.6, B=-0.0-to-l=-22.9, 1=-22.9-to-H=-33.8, H=-33.8-to-F=-74.2 April 2,2003 kz. � z. IrW Job - 1 Truss —Truss Type Qty Ply A485450 J42145 T01 ROOF TRUSS 2 1 (optional) Builders FirstSource, Jacksonville,}L., MiTek Indu4trd€b`1 IntSR1 s Oct 17 20 1 MiTek Industries, Inc. Wed Apr 02 09:4/:33.2003 Page 1 -2.0-0 I 5-0-0 _ 6-0-0 I 11-0-0 13_0 0 2-0-0 5-0-0 1-0-0 5-0-0 2-0-0 Scale = 1:25.8 4x6 = 4x6 = C D 6.00112 E B a o 1co A C H G O F 3x4 = 3x4 = 2x4 II 2x4 II I 5-0-0 1 6-0-0 l 11-0-0 I 5-0-0 1-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 VertILL) 0.05 B-H >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.29 Vert(TL) 0.08 E-F >336 BCLL 10.0 Rep Stress Incr NO WB 0.13 Horz(TL) -0.02 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/defl = 240 Weight: 48 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=840/0-3-8, E=840/0-3-8 Max Horz B=-180(load case 5) Max UpliftB=-1052(load case 4), E=-1033(load case 5) FORCES (lb)- First Load Case Only TOP CHORD A-B=49, B-C=-1163, C-D=-994, D-E=-1163, E-F=49 BOT CHORD B-H=975, G-H=994, E-G=975 WEBS C-H=339, D-G=339 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level ,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 ��ytus111t11tsrr�r If end verticals or cantilevers exist, they are not exposed to wind. If porches exist,they are not exposed +,�,,O.5� fr��.44�, ... '.'. to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 ^,�3y {�,1� ,� Sryf 3) Provide adequate drainage to prevent water ponding. ,+,�t` * v. i. .. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1052 lb uplift g r at joint B and 1033 lb uplift at joint E. "" #, to , fix: lit — * it -.70 LOAD CASEIS) Standard l �A.OR .,&"AI -,'- LOAD 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 ,y ,�a lf) UniformLoads Vert: A C=-54.0, C-D=-90.6, D-F=-54.0, B-H=-30.0, G-H=-50.3, E-G=-30.0 !� `r t i x,.� Concentrated Loads(Ib) April 2,2003 Vert: H=-245.0 G=-245.0 /4/ ' Pens Job —Truss Truss Type Qty Y A485451 J42145 T02 ROOF TRUSS 4 1 (optional) Builders FirstSource, Jacksonville,FL, MiTek Indu4tc2E61, In6R1 s Oct T7 2001 MiTek Industries, Inc. Wed Apr 02 09:47:34 2003 Page 1 -2-0-0 I 5-6-0 I 11-0-0 I 13-0-0 I 2-0-0 5-6-0 5-6-0 2-0-0 Scale = 1:25.3 4x6 = C 6.00112 11111111141111 M co D B v O E O A C F 3x4 = 3x4 = 2x4 II I 5-6-0 i 11-0-0 5-6-0 5-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.03 B-F >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.17 Vert(TL) 0.08 D-E >334 BCLL 10.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.01 D n/a ' BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 45 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=569/0-3-8, 0=569/0-3-8 Max Horz B=189(load case 4) Max UpliftB=-704(load case 4), D=-704(load case 5) FORCES (Ib) -First Load Case Only TOP CHORD A-B=49, B-C=-585, C-D=-585, D-E=49 BOT CHORD B-F=463, D-F=463 WEBS C-F=177 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 /4/4. If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed4°40' • :% to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 . ;j 1-- 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 704 lb uplift :1'.4t7.:`• IVt ^'! .'y+.y.: at joint B and 704 lb uplift at joint D. ¢ LOAD CASEIS) Standard /41 7 *al AN OF:.,:: . �+,.irpZ+£7rs-0,i,t , April 2,2003 6 w , X71./ sr JoE6 -- russ russ Type Fat 'Ply A485452 J42145 T03 ROOF TRUSS 2 1 (optional) Builders FrrstSource, Jacksonville,FL., Mi I ek Indu4tr2€4, In6R1 s Oct 17 20 1 Mitek Industries, Inc. Wed Apr 02 09:41:352003 Page 1 -2-0-0 { 2-1-12 1 3-5-4 1 7-0-0 + 11-6-4 112-9-121 16-10-4 2-0-0 2-1-12 1-3-8 3-6-12 4-6-4 1-3-8 4-0-8 Scale = 1:34.9 5x10 MII20H = 6x8 = 4x6 = E F G 5x6 - 6.00112 D lligi. 5x6 i °> �� am. :t 10 m g �� K J�� r o Io o A 0 L 6x8 = 5x6 1 - 8 _ M 7x2. I H 12.00(-1£ 5x6 - 3x4 II 6x8 Simpson HUS26 into Ledger by others. 2-3-8 13-3-8( 7-0-0 ( 11-8-0 112-8-0) 16-10-4 2-3-8 1-0-0 3-8-8 4-8-0 1-0-0 4-2-4 Plate Offsets(X,Y): (13:0-4-12,0-1-8), [1:0-2-11,Edgel, [L:0-5-0,0-3-41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 VertILL) 0.38 K-L >527 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.91 Vert(TL) 0.31 K-L >650 MI120H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.74 Horz(TL) -0.23 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 98 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D *Except* TOP CHORD Sheathed or 2-5-8 oc purlins, except end verticals. E-G 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-1-3 oc bracing. BOT CHORD 2 X 4 SYP No.2D 'Except' WEBS 1 Row at midpt G-I J-L 2 X 4 SYP No.1 D Recommended hanger connection based on manufacturer WEBS 2 X 4 SYP No.3 'Except' tested capacities and nail calculations. Conditions may C-L 2 X 4 SYP No.2D exist that require different connections than indicated. REACTIONS (lb/size) H=1822/Mechanical, B=1506/0-3-8 Refer to manufacturer publication for additional information. Max Horz B=523(load case 4) Max UpliftH=-1892(Ioad case 4), B=-1656(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=49, B-C=-2565, C-D=-5816, D-E=-3362, E-F=-2496, F-G=-1710, G-H=-1662 BOT CHORD B-M=2167, L-M=2581, K-L=3547, J-K=3128, I-J=2181, H-I=58 WEBS C-M=-1627, E-K=1267, F-1=-2683, G-I=2195, C-L=3244, E-J=-721, D-K=-608, D-L=2183, F-J=2190 .�c�j+bklS3fiii)FFf fFF�FiI'y�_ NOTES �,,,,es „.,e. A 'fii 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level '15' + t4.., r��,t, , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an '"^+'` ; .. )„ !' occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 ? ., (Y {C. 9, If end verticals or cantilevers exist, they are not exposed to wind. If porches exist,they are not exposed "5. . to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 *, t t ;70 . ' 2) Provide adequate drainage to prevent water ponding. +i .. 3) All plates are MI120 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1892 lb uplift 1-.;.• 7 '4 CIF k at joint H and 1656 lb uplift at joint B. t''* 4t:.0R110 a> 1,� .', LOAD CASE(S) Standard April 2,2003 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-E=-54.0, E-F=-129.5, F-G=-136.0, B-M=-30.0, L-M=-30.0, K-L=-30.0, J-K=-87.0, I-J=-87.0, H-I=-81.0 Concentrated Loads (lb) Vert: K=-539.0 b _ Pd t 7 77-/ Job i fru,,s Truss Type Qty PTy A485453 J42145 T04 ROOF TRUSS 2 1 (optional) Builders FirstSource, Jacksonville, l-L., MiTek Indu4tr2€tl, IniSR1 s Oct 17 20 1 Mi fek Industries, Inc. Wed Apr 02 09:4/:36 2003 Page 1 -2-0-01 2-1-12 1 3-5-4 1 9-0-0 i 11-6-4 112-9-121 16-10-4 2-0-0 2-1-12 1-3-8 5-6-12 2-6-4 1-3-8 4-0-8 Scale = 1:35.5 4x10 = 3x4 = 3x6 = E F G D s� 4x6 6.00 FIT D 0 M 3x4 �� 4 c �f� al i 0 ch B K J 1 0 oA l 1111Allir L 3x4 = 5x6 Simpson HUS26 into a 6 = M 5x6 I Ledger by others. H 12.00 1�F 5x6 --;.-- 2x4 11 6x8 i 2-3-8 13-3-8 I 9-0-0 I 11-8-0 112-8-01 16-10-4 2-3-8 1-0-0 5-8-8 2-8-0 1-0-0 4-2-4 Plate Offsets (X,Y): [E:0-7-0,0-2-0l, [1:0-2-11,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) 0.23 K-L >876 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.19 K-L >999 BCLL 10.0 Rep Stress Incr YES WB 0.53 Horz(TL) -0.12 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 107 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-10-3 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-9-13 oc bracing. WEBS 2 X 4 SYP No.3 Recommended hanger connection based on manufacturer REACTIONS (lb/size) H=688/Mechanical, B=823/0-3-8 tested capacities and nail calculations. Conditions may Max Horz B=636(load case 4) exist that require different connections than indicated. Max UpliftH=-820(load case 4), B=-966(load case 4) Refer to manufacturer publication for additional information. FORCES (lb) -First Load Case Only TOP CHORD A-B=49, B-C=-1159, C-D=-2614, D-E=-956, E-F=-651, F-G=-492, G-H=-632 BOT CHORD B-M=962, L-M=1197, K-L=1238, J-K=840, I-J=579, H-I=18 WEBS C-M=-799, E-K=488, E-J=-315, G-I=713, D-K=-498, D-L=1342, C-L=1465, F-1=-787, F-J=599 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level t�,as�sstiilsrsptls , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an ��,,,. l�i,r occupancy category 11, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 \y? SGB. A, zri If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed .` Y`+ +: moi, to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 :* ' { I tC++,]�x 2) Provide adequate drainage to prevent water ponding. ti ` 4'- :. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 820 lb uplift "s„ 1 at joint H and 966 lb uplift at joint B. *. % -. w * T LOAD CASE(S) Standard . 4T OF !U°^i ',„ Ftp ,..e. April 2,2003 /6 w, / 1/77-/ Job - 'Truss Cruss Type Qty Ply J42145 105 ROOF TRUSS 4 1 (optional) A485454 Builders First ource, Jacksonville,FL., MITA Indu4tr20Sl, IniSR1 s Oct 17 2001 MiTe Industries, Inc. Wed Apr 02 09:4/:37 ?003 Page 1 -2-0-01 5 9 4 11-0-0 _ I 16-10-4 2-0-0 5-9-4 5-2-12 5-10-4 gmo.pr Scale = 1:35.9 4x10 = 3x8 = D E w 6.00 Fri- 2x4 C th 0 in M BIVA 0Aiooio/ � Simpson HUS26 into x8 = G Ledger by others. F 3x8 = 2x4 II 11-0-0 16-10-4 I 1 I 11-0-0 5-10-4 Plate Offsets(X,Y): [B:0-8-4,0-0-10], [D:0-7-0,0-2-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 VertILL) -0.29 B-G >692 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.44 Vert(TL) -0.43 B-G >465 BCLL 10.0 Rep Stress Incr YES WB 0.90 Horz(TL) -0.02 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/deft = 240 Weight: 91 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-1 oc bracing. WEBS 2 X 4 SYP No.3 Recommended hanger connection based on manufacturer REACTIONS (Ib/size) F=688/Mechanical, B=823/0-3-8 tested capacities and nail calculations. Conditions may Max Horz B=748(Ioad case 4) exist that require different connections than indicated. Max UpliftF=-854(load case 4), B=-932(load case 4) Refer to manufacturer publication for additional information. FORCES (lb) - First Load Case Only TOP CHORD A-B=49, B-C=-989, C-D=-654, D-E=-523, E-F=-647 BOT CHORD B-G=848, F-G=17 WEBS C-G=-364, D-G=-43, E-G=715 NOTES 1) This truss has been designed for the wind loads generated by 1 20 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 �1��tl�aft�s11t11tsftrff�f�lr� If end verticals or cantilevers exist,they are not exposed to wind. If porches exist, they are not exposed . G>� A �/ to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 . �' 44..... �� 2) Provide adequate drainage to prevent water ponding. ->. '4'' gfii i 1 3) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 854 lb uplift .s. 4'.T' '��C: �.�,' at joint F and 932 lb uplift at joint B. N si ' 7 * LOAD CASE(S) Standard ' s ATVs OP 90 l Cas I3 '+ `A �. El.) �, • R 4.ssr•. April 2,2003 li 4 / 1 '77 `Job Truss --Truss I ype Oty Ply A485455 J42145 T06 ROOF TRUSS 4 1 (optional) Builders FirstSource, JacksonVdle,1-L., Milek Indudttde In6R1 s Oct 17 2001 Mice-k Industries, Inc. Wed Apr 02 U9:4/:38 1003 Page 1 -2-0-07-0-0 _ — 13-0-0 — 16-10-4 1 I I l 2-0-0 7-0-0 6-0-0 3-10-4 4x10 - Scale = 1:39.8 2x4 II D E e- 6.00 12 3x4 C . 111111 0 11 M B I � o A _ Simpson HUS26 into x6 = H G F Ledger by others. 2x4 II 3x4 = 3x4 = 7-0-0 13-0-0 16-10-4 I I I I 7-0-0 6-0-0 3-10-4 Plate Offsets(X,Y): (D:0-7-0,0-2-0) LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.09 B-H >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.11 B-H >999 BCLL 10.0 Rep Stress Incr YES WB 0.63 Horz(TL) -0.03 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 100 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt E-F F=688/Mechanical, 6=823/0 3-8 Recommended hanger connection based on manufacturer REACTIONS (lb/size) Max Horz F=661/Mec case 4) tested capacities and nail calculations. Conditions may exist that require different connections than indicated. Max UpliftF=-896(load case 4), B=-890(load case 4) Refer to manufacturer publication for additional information. FORCES (Ib)- First Load Case Only TOP CHORD A-B=49, B-C=-1052, C-D=-436, D-E=-6, E-F=-74 BOT CHORD B-H=865, G-H=865, F-G=329 WEBS C-H=225, C-G=-630, D-G=459, D-F=-656 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 +u++N�+astsslitrusarsi8��r�: If end verticals or cantilevers exist, they are not exposed to wind. If porches exist,they are not exposed \y� 1,1CSA !r. to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide adequate drainage to prevent water ponding. L '7T : 3) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 896 lb uplift g �4 ., at joint F and 890 lb uplift at joint B. LOAD CASE(S) Standard .0 + ATE OF • c▪ di, .e .,.�� r-Al ;r.. :. .its;.,..;. :'z:;t.. April 2,2003 ( ‘ kJ . / (iii--/ Joi, - Truss Truss Type —`Qty Ply J42145 T07 ROOF TRUSS 4 1 (optional) A485456 Builders First ource, Jacksonville,R., MITA Indu4tE204 In6R1 s Oct 17 2001 MITek Industries, Inc. Wed Apr 02 09:47:40 2003 Page 1 1=2-0-0 I 7-0-0 _ I 15-0-0 116-10-41 2-0-0 7-0-0 8-0-0 1-10-4 4:00 5x8 : Scale = 1:43.6 2x4 II D E igi 6.00r1'F 5x6 C 4. C., B o A g 3x4 G Simpson HUS26 into F 2x4 II Ledger by others. 4x10 = 1 7-0-0 1 15-0-0 116-10-4 I 7-0-0 8-0-0 1-10-4 Plate Offsets(X,Y): [B:0-2-10,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) -0.19 F-G >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.28 F-G >707 BCLL 10.0 Rep Stress Incr YES WB 0.64 Horz(TL) -0.03 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 98 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-9-1 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt C-F REACTIONS (lb/size) F=688/Mechanical, B=823/0-3-8 Recommended hanger connection based on manufacturer Max Horz B=974(load case 4) tested capacities and nail calculations. Conditions may Max UpliftF=-944(load case 4), B=-842(load case 4) exist that require different connections than indicated. Refer to manufacturer publication for additional information. FORCES (Ib)-First Load Case Only TOP CHORD A-B=49, B-C=-1097, C-D=-208, D-E=-25, E-F=72 BOT CHORD B-G=908, F-G=908 WEBS C-G=290, C-F=-862, D-F=-336 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an ,itltililszspt occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 Ifo If end verticals or cantilevers exist, they are not exposed to wind. If porches exist,they are not exposed '., ,,,,,IC. .'A 4 ,, to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 ' 'A `% 2) Provide adequate drainage to prevent water ponding. LF I L1~I a¢... 1 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 944 lb uplift ^. �: t at joint F and 842 lb uplift at joint B. 'T.... - LOAD CASE(S) Standard ‘ t + 4 O cr . l ‘0111 ��` 4.5fr ' 1 April 2,2003 IptO , i11 `Job truss —Truss Type Qty—Ply A485457 J42145 108 ROOF TRUSS 10 1 (optional) Builders FrrstSource, Jacksonville, FL., Milek Indu4taeki, In6R1 s Oct 17 2001 MiTek Industries, Inc. Wed Apr 02 09:41:41 2003 Page 1 I -2-0-0 I 5-10-9 t 1 1-2-10 4 16-10-4 2-0-0 5-10-9 5-4-2 5-7-10 3x4 II Scale = 1:46.8 F 3x4 3x4 E D 0 6.00 12 2x4 \\ h C co B ,41111111111111L = Simpson HUS26 into o AC.'- -. Ledger by others. 3x4 H G 3x4 = 3x4 = I 8-6-10 i 16-10-4 8-6-10 8-3-10 Plate Offsets(X,Y): [B:0-2-10,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) -0.10 B-H >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.14 B-H >999 BCLL 10.0 Rep Stress Incr YES WB 0.69 HorzITL) -0.03 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-7-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt F-G REACTIONS (lblsize) G=688/Mechanical, B=823/0 3-8 Recommended hanger connection based on manufacturer Max Horz B=1069(load case 4) tested capacities and nail calculations. Conditions may Max UpliftG=-989(load case 4), B=-797(load case 4) exist that require different connections than indicated. Refer to manufacturer publication for additional information. FORCES (lb) - First Load Case Only TOP CHORD A-B=49, B-C=-1054, C-D=-834, D-E=-716, E-F=39, F-G=-127 BOT CHORD B-H=881, G-H=460 WEBS C-H=-282, E-H=532, E-G=-631 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an ttaklgliitlzsMg occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 .. a5 /ii yy If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed }w ,Cs Arid. to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 � Vit' .„b �� 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 989 lb uplift T 'T ktC.4 l at joint G and 797 lb uplift at joint B. ▪ ` . ,d`: T,.A .M LOAD CASE(S) Standard 3 • 15f 4T2 OF e -- s,"-e..Y F2., '5• -St. April 2,2003 440 r'J - i 'f Job Truss I Truss Type Qty Ply A487222 J42145 T11 ROOF TRUSS 2 1 (optional) ui ers irst ource, ac sonvi e, i ek Indus4i 1Inc3R1 s Oct 1 12 01 MiTek Incustries, Inc. Fri Apr 04 09:38:27 2003 Page 1 I -2-0-0 I 4-9-4 I 9-0-0 I 12-11-2 I 16-10-4 - I - 2-0-0 4-9-4 4-2-12 3-11-2 3-11-2 Scale = 1:34.2 5x10 M1120H: 6x8 = D E 6.00112 2x4 II 74:1, .0 C r ii 0111 1 _ N B '' N A 5x14 Simpson HUS210 into I G J Ledger by others. F 2x4 II 3.00112 7x10 = 3x8 II I 4-9-4 I 9-0-0 I 12-11-2 I 16-10-4 I 4-9-4 4-2-12 3-11-2 3-11-2 Plate Offsets (X,Y): [B:0-6-4,0-2-121, (H:0-3-O,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.29 F-G >680 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.26 F-G >774 MII20H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.91 HorzITL) -0.12 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min l/defl = 240 Weight: 108 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D *Except* TOP CHORD Sheathed or 3-7-10 oc purlins, except end verticals. D-E 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. BOT CHORD 2 X 6 SYP No.1D *Except* WEBS 1 Row at midpt E-G, D-H G-H 2 X 4 SYP No.2D Recommended hanger connection based on manufacturer WEBS 2 X 4 SYP No.3 *Except* tested capacities and nail calculations. Conditions may E F 2 X 4 SYP No.2D, C 12 X 6 SYP No.1D exist that require different connections than indicated. REACTIONS (lb/size) F=1573/Mechanical, B=1010/0-3-8 Refer to manufacturer publication for additional information. Max Horz B=651(load case 4) Max UpliftF=-1633(load case 4), B=-1139(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=52, B-C=-2233, C-D=-2928, D-E=-1097, E-F=-829 BOT CHORD B-I=692, G-J=144, F-J=158, G-H=1166 WEBS H-I=75, C-H=-481, D-G=-228, E-G=1129, D-H=1872, B-H=1274 NTES 1) This truss has been checked for unbalanced loading conditions. As.-CIFIQI \\\\\�� CE��AIrlpp��"1',,/ 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level .�� 15 �'% , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an l�- occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 ....1 C .to If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed - 't __ to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 1 = 3) Provide adequate drainage to prevent water ponding. J�; 1 4) All plates are MI120 plates unless otherwise indicated. = 4 , 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1633 lb uplift *5 S ATr E OF 4 at joint F and 1139 lb uplift at joint B. LOAD CASE(S) Standard �''��pplllmiEniritisuut�� \ 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) April 4,2003 Vert: A-D=-54.0, D-E=-54.0, B-1=-30.0, G-J=-30.0, F-J=-212.9, G-H=-30.0 ZeG L /V7--# - Joh _ Truss Truss Yype Qty Y A485459 J42145 T12 ROOF TRUSS 10 1 (optional) Builders First3ource, Jacksonville,1-L., MiTek Indu4t6/ 1, Ini • s Oct •• TI e n.ustries, nc. 're. •pr • ••:, : j•• 'age 1 -2-0-0 I — — 5-6-0 — I -- 11-0-0 I 2-0-0 5-6-0 5-6-0 Scale = 1:22.6 5x6 = C r' 6.00�12 7 th E D B 5x6 - .........0001111111111111111111111111111111111111111111 (41 10 14 lift 147 a ' o A - 3.00[TT x6 3x 5-6-0I 11-0-0 I 5-6-0 5-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.09 D-E >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.08 D-E >999 BCLL 10.0 Rep Stress Incr YES WB 0.20 HorzITL) 0.05 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/defl = 240 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-11-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) D=437/0-3-8, B=581/0-3-8 Max Horz B=223(load case 4) Max UpliftD=-425(load case 5), B=-711(load case 4) FORCES (lb)- First Load Case Only TOP CHORD A-B=48, B-C=-1088, C-D=-1082 BOT CHORD B-E=955, D-E=958 WEBS C-E=638 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 saris-001tsff(j If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed +i,>�'''°SC f"40,y, to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 <`— A � 3) Bearing at joint(s) D, B considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. =," ' 'T?�>~? "�1 •.. Building designer should verify capacity of bearing surface. 1. or 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 425 lb uplift 'V` ' s. at joint D and 711 lb uplift at joint B. �r * LOAD CASE(S) Standard ;• l i KrSO April 2,2003 66 W• /I/M –Job--— t Truss -Truss Type rOty _Ply A485460 J42145 T12G ROOF TRUSS 2 1 (optional) -Builders FirstSource, Jacksonville,i-L., Mi fek Indu4trANI, In6R1 s Oct 17 2001 Mi lek Industries, Inc. Wed Apr 02 09:47:44 2.p03, Ptge 1 F-- 200 I —5-6=0 11-0-0 I 13-0-0 H F 2-0-0 5-6-0 5-6-0 2-0-0 Scale = 1:25.8 4x6 = E 2x4 II 2x4 II F 3x6 D EPA 3x6 Il41 G 6.00 12 C I� 111111111 I. B / L 5x6 = J ' ` H c, 1 `"� 2x4 I I iv �t 4x10 II 2x4 II �.. 1 A ;:aas:......... 3x6 3x6 % 3.00 12 4x10 II 4x10 _ 4x10 ------ 5-6-011-0-0 5-6-0I 11-0-0 I 5-6-0 5-6-0 Plate Offsets(X,Y): [B:1-1-15,Edge], [B:0-10-1,Edge], [B:0-1-12,0-2-01, [H:1-1-15,Edge], [H:0-10-1,Edge], [H:0-1-12,0-2-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) 0.09 A-B >278 BCLL 10.0 Rep Stress lncr NO WB 0.13 HorzITL) 0.00 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 52 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) B=557/11-0-0, K=-4/11-0-0, H=557/11-0-0, L=472/11-0-0, J=472/11-0-0 Max Horz B=-174(load case 5) Max UpliftB=-738(load case 4), K=-11(load case 7), H=-797(load case 5), L=-487(load case 4), J=-492(load case 5) Max Gray B=559(load case 6), K=245(load case 5), H=559(load case 7), L=472(load case 1), J=472(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B=96, B-C=-62, C-D=136, D-E=44, E-F=-22, F-G=136, G-H=-62, H-I=96 BOT CHORD B-L=-56, K-L=-54,J-K=-54, H-J=-56 WEBS E-K=-48, D-L=-354, F-J=-354 NOTES 1) This truss has been checked for unbalanced loading conditions. i round level ��onlittissrris 2) , using 5.0 psf This truss has top choeen rd dead load gned for eand n5.0 psf d loads bottom chorenerated d dead load, in 120 mph the gable s at 25 tend roof above zone on an +y'��5('; . A, f��, .:. occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 �) + +D �. If end verticals or cantilevers exist,they are not exposed to wind. If porches exist, they are not exposed ' ' z,- -. ;1� j to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 – 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the "5, t face), see MiTek "Standard Gable End Detail" ` *. a ,7 w 4) Gable requires continuous bottom chord bearing. , , •, ? 5) Gable studs spaced at 1-4-0 oc. % rs 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 738 lb uplift <}'. ATSOF ax at joint B, 11 lb uplift at joint K, 797 lb uplift at joint H, 487 lb uplift at joint L and 492 lb uplift at joint J. tin A 7)The building designer is responsible for the design of the roof and ceiling diaphragms, gable and shear walls, irr' .,t' ,a- and supporting shear walls. Shear walls must provide continuous lateral restraint of the gable end. All 'p>..: � connections to be designed by the building designer. �rrt`t:a:Fip,i9i.,,,,,,y April 2,2003 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-E=-114.0, E-I=-114.0, B-K=-30.0, H-K=-30.0 FORM 600A-2001 4;6 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Duplex West 14th St Builder: Smallwood Builders Address: West 14th St Permitting Office: Atlantic Beach City, State: Atlantic Beach, Fl Permit Number: Owner: Jurisdiction Number: I Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Multi-family _ a. Central Unit Cap:30.0 kl3tu/hr 3. Number of units,if multi-family 2 _ SEER: 10.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area(ft') 1590 ft' c. N/A 7. Glass area&type a. Clear-single pane 0.0 ft2 - 13. Heating systems b. Clear-double pane 146.0 112 _ a. Electric Heat Pump Cap:30.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft' _ HSPF:6.80 _ d. Tint/other SHGC-double pane 0.0 ft' b. N/A _ 8. Floor types - - a. Raised Wood,Adjacent R=19.0. 110.011' _ c. N/A _ b. Slab-On-Grade Edge Insulation R=0.0, 134.0(p)ft _ c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=11.0, 1269.0 ft' _ EF:0.91 _ b. Frame,Wood,Adjacent R=11.0,747.0 ft' b. N/A _ c. Frame,Wood,Adjacent R=11.0, 179.0 ft' _ _ d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DI-IP-Dedicated heat pump) a, Under Attic R=30.0,870.0 ft2 _ 15. HVAC credits b. Under Attic R=19.0, 14.0 ft' _ (CF-Ceiling fan,CV-Cross ventilation. c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0, 125.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.09 Total as-built points: 23487 PASS Total base points: 26149 I hereby certify that the plans and specifications covered Review of the plans and •••••-•••''• by this calculation are in com liance with the Florida specifications covered by this of� ...it...........�•- Energy Code acalculation indicates compliance • _ with the Florida ' Ener Code. PREPARED BY: Bruce Ellis9y ,,�� Before construction is completed a;-- DATE: 3/ 2 J1D..3 this building will be inspected for `,`D, I hereby certify that this building, as designed, is in compliance with Section 553.908 •:.fl " _ •-• -'yam•- compliance with the Florida Energy Code. Florida Statutes. •.�oD •. OWNER/AGENT: ��<<'s � ,- ,�r�'�' BUILDING OFFICIAL: ' DATE: 40--/ DATE EnergyGauge®(Version: FLR1 PB v3.22) I-UKM bUUA-1UU1 (P1u7 UVB / 7-/-1 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: West 14th St, Atlantic Beach, FI, PERMIT#: BASE I AS-BUILT I GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1590.0 20.04 5735.4 Double, Clear E 5.0 6.0 12.0 40.22 0.56 270.5 Double,Clear W 1.3 15.0 39.0 36.99 1.00 1436.7 Double, Clear S 1.3 15.0 30.0 34.50 0.99 1026.7 Double,Clear E 1.3 6.0 20.0 40.22 0.94 753.5 Double, Clear S 1.3 6.0 45.0 34.50 0.89 1384.7 As-Built Total: • 146.0 4872.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 926.0 0.70 648.2 Frame,Wood, Exterior 11.0 1269.0 1.70 2157.3 Exterior 1269.0 1.70 2157.3 Frame,Wood,Adjacent 11.0 747.0 0.70 522.9 Frame;Wood,Adjacent 11.0 179.0 0.70 125.3 Base Total: 2195.0 2805.5 As-Built Total: 2195.0 2805.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45,6 Exterior Wood 21.0 6.10 128.1 Exterior 21.0 6.10 128.1 Adjacent Wood 19.0 2.40 45.6 Base Total: 40.0 173.7 As-Built Total: 40.0 173.7 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 850.0 1.73 1470.5 Under Attic 30.0 870.0 1.73 X 1.00 1505 1 Under Attic 19.0 14.0 2.34 X 1.00 32.8 Base Total: 850.0 1470.5 As-Built Total: 884.0 1537.9 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 134.0(p) -37.0 -4958.0 Raised Wood,Adjacent 19.0 110.0 0.40 44.0 Raised 110.0 -3.99 -438.9 Slab-On-Grade Edge Insulation ' 0.0 134.0(p -41.20 -5520.8 Base Total: -5396.9 As-Built Total: 244.0 -5476.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 1590.0 10.21 16233.9 1590.0 10.21 16233.9 EnergyGauge®DCA Form 600A-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.22 FORM 600A-2001 (!1 ( J- /47-/z/ SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS West 14th St, Atlantic Beach, FI, PERMIT# BASE AS-BUILT Summer Base Points: 21022.1 Summer As-Built Points: 20146.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 20146.2 1.000 (1.090 x 1.147 x 0.91) 0-341 1.000 7822.8 21022.1 0.4266 8968.0 20146.2 1.00 1.138 0.341 1.000 7822.8 EnergyGauge�M DCA Form 600A-2001 EnergyGauge®/ResFREE2001 FLR1 PB v3.22 rvrctvi Quark-cuu I / / !v/. /4/77--(/4/77--(U/ l!� VV WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: West 14th St,Atlantic Beach, FI, PERMIT#: BASE I 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 1590.0 12.74 3646.2 Double,Clear E 5.0 6.0 12.0 9,09 1.24 135.2 Double,Clear W 1.3 15.0 39.0 10.77 1.00 420.4 Double, Clear S 1.3 15.0 30.0 4.03 1.00 120.3 Double,Clear E 1.3 6.0 20.0 9.09 1.03 186.8 Double,Clear S 1.3 6.0 45.0 4.03 1.08 195.3 As-Built Total: 146.0 1058.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 926.0 3.60 3333.6 Frame,Wood,Exterior 11.0 1269.0 3.70 4695.3 Exterior 1269.0 3.70 4695.3 Frame,Wood,Adjacent 11.0 747.0 3.60 2689.2 Frame,Wood,Adjacent 11.0 179.0 3.60 644.4 Base Total: 2195.0 8028.9 As-Built Total: 2195.0 8028.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Wood 21.0 12.30 258.3 Exterior 21.0 12.30 258.3 Adjacent Wood 19.0 11.50 218.5 Base Total: 40.0 476.8 As-Built Total: 40.0 476.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 850.0 2.05 1742.5 Under Attic 30.0 870.0 2.05 X 1.00 1783.5 Under Attic 19.0 14.0 2.70 X 1.00 37.8 Base Total: 850.0 1742.5 As-Built Total: 884.0 1821.3 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 134.0(p) 8.9 1192.6 Raised Wood,Adjacent 19.0 110.0 2.20 242.0 Raised 110.0 0.96 105.6 Slab-On-Grade Edge Insulation 0.0 134.0(p 18.80 2519.2 Base Total: 1298.2 As-Built Total: 244.0 2761.2 INFILTRATION Area X BWPM = Points Area X WPM = Points 1590 0 -0.59 -938.1 1590.0 -0.59 -938.1 • EnergyGauge®DCA Form 600A-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.22 f UKM bUUA-1UU1 64 tv, / 9TH WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: West 14th St, Atlantic Beach, Fl, PERMIT#. BASE AS-BUILT Winter Base Points: 14254.5 Winter As-Built Points: 13208.1 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) 13208.1 1.000 (1.069 x 1.169 x 0.93) 0.501 1.000 7697 7 14254.5 0.6274 8943.3 13208.1 1.00 1.162 0.501 1.000 7697.7 EnergyGaugeTM DCA Form 600A-2001 EnergyGauge®/ResFREE'2001'FLR1PB v3.22 I-UNM bUUH-LUU"I 1 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS West 14th St, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.91 3 1.00 2655.47 1.00 7966 4 As-Built Total: 7966.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 8968 8943 8238 26149 7823 7698 7966 23487 PASS ...oi'''''''''''''''''''''''''''' '' •i ,/,o oJ:C ' .. , Rill,- _may.•`,, u.i ray EnergyGauge•" DCA Form 600A-2001 EnergyGauge®/ResFREE'2001 FLR1PB v3.22 FORM 600A-2001 66 0/, /17177..1 Code Compliance Checklist • Residential Whole Building Performance Method A - Details ADDRESS: West 14th St, Atlantic Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS 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 tqp_plate. Floors I 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 1 606.1.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 F-' .1. •606ABC.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. _6A722 OTHER PRESCRIPTIVE MEASURES (pust be met or exceeded by all residences.) COMPONENTS I SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric).or cutoffjgas)must be_provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 I 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 qallonsper 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 mm . insulation, Hy"!,ccontrols 607.1 . Separate readily accessible_manual or automatic thermostat for each system. Insulation I 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGauger" DCA Form 600A-2001 EnergyGauge®/ResFREE'2001 FLR1PB v3.22 • 1,4, O. iii(77-/ ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score,the more efficient the home. , West 14th St, Atlantic Beach, FI, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Multi-family _ a. Central Unit Cap: 30.0 kBtu/hr _ 3. Number of units,if multi-family 2 SEER: 10.00 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area(ft') 1590 ft' c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 ft' _ 13. Heating systems b. Clear-double pane 146.0 ft2 _ a. Electric Heat Pump Cap: 30.0 kBtu/hr - c. Tint/other SHGC-single pane 0.0 ft' _ HSPF:6.80 _ d. Tint/other SHGC-double pane 0.0 ft2 b. N/A _ 8. Floor types • a. Raised Wood,Adjacent R=19.0, 110.011= - c. N/A b. Slab-On-Grade Edge Insulation R=0,0, 134.0(p)ft _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1269.0 ft' _ EF:0.91 _ b. Frame,Wood,Adjacent R=11.0,747.0 ft2 b. N/A _ c. Frame,Wood,Adjacent R=11.0, 179.0 ft' _ _ d. N/A c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,870.0 ft' _ 15. HVAC credits _ b. Under Attic R=19.0. 14.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,125.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) : ' THE sT ' •., p4................. .: in this home before final inspection. Otherwise,a new EPL Display Card will be completed = .7%,. Vin_ based on installed Code compliant features. non 0 Builder Signature: Date: -'^ v Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar mIdesignatiari), your home may quay for energy efficiency mortgage(EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucf.edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version: FLRIPB v3.22) RIGHT-J BUILDING ANALYSIS REPORT 6 6 j'tl / ;, Entire House • I,"l Energy Design Systems Job: 3124103 1065 Oak Vale Rd,Jacksonville,Fl 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@attbi.cam Pro'ect Information For: Duplex West 14th St,Atlantic Beach, FI Desi• n Information Htg Clg Infiltration Outside db (°F) 32 93 Method Simplified Inside db (°F) 72 72 Construction quality Average Design TD (CF) 40 21 Fireplaces 0 Daily range - M Inside humidity (%) - 50 Moisture difference(grill)) - 56 Heatin• her Component Btuh/ft2 Btuh %of load Walls Walls 3.6 7819 28.6 Windows 29.0 4234 15.5 Doors 18.4 736 2.7 Ceilings 1.3 1178 4.3 i•: Floors 18.2 4447 16.3 Windows' I>==t:. Infiltration 45.2 8412 30.8 Floors Ducts 501 1.8 "'„"` Total 27328 100.0 Coolin• • - Component Btuh/ft2 Btuh % of load internal Gains Wail Walls 2.2 4809 24.0 Windows 51.1 7456 37.2 //DU&5 Doors 11.3 453 2.3 - Infinaoon Ceilings 1.5 1325 6.6 Floors 0.0 0 0.0 Infiltration 11.9 2208 11.0 Ceilings Ducts 801 4.0 ,': 'Doors Internal gains 3000 15.0 "eo-' Tota l 20052 100.0 Cooling at 80 %SHR= 2.1 ton Cooling air flow=422 cfm/ton Cooling at 70% SHR = 2.3 ton Cooling at 400 cfm/ton =2.2 ton Overall U-Value = 0.133 Btuh/ft2-°F WARNING: window to floor area ratio = 9.2%- less than 10%. . Wriigints c ft Right-Suite Residential"'5.0.66 RSR29784 2003-Mar-24 17:47:52 RCCA. C\Documents and:.ettmgs\customer\My Documents\Wnghtsoft\Duplex West 14th St Atl Bch.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY t 4' w. /`/7-7-74' _oil Entire House - Energy Design Systems Job: 3124103 1065 Oak Vale Rd,Jacksonville,Fl 32259 Phone 904-287-5339 Fax 904-287-1258 Email:energydesigngattbi corn Pro'ect Information For: Duplex West 14th St,Atlantic Beach, Fl Notes: • Desi•n Information Weather: Jacksonville, Intl Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 "F Outside db 93 T Inside db 72 "F Inside db 72 °F Design TD 40 °F Design TD 21 `F Daily range M Relative humidity 50 % Moisture difference 56 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 27328 Btuh Structure 20052 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 °F Design heat load 27328 Btuh Use mfR. data n Rate/swing multiplier 0.98 infiltration Total sens. equip. load 19651 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1380 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 3661 Btuh Area (W) 1590 1590 Total latent equip. load 5041 Btuh Volume (ft3) 14310 14310 Air changes/hour 0.80 0.40 Total equipment load 24692 Btuh Equiv. AVF (cfm) 191 96 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temp rise 0 °F Total cooling 0 Btuh Actual heating fan 868 cfm Actual cooling fan 868 cfm Heating air flow factor 0.032 cfm/Btuh Cooling air flow factor 0.043 cfm/Btuh Space thermostat Load sensible heat ratio 80 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wr.glhtsoft Right-Suite ResidentalTM 5066 RSR29784 2003-Mar-2417'47:53 ACCK C\Documents and Settings\customer1My Documents\Wrightsott\Duplex West 14th St All Bch rsr Page 1 RIGHT-J SHORT FORM a 6 , / 47 -;, Entire House Energy Design Systems Job: 3124103 1065 Oak Vale Rd,Jacksonville,Fl 32259 Phone 904-2875339 Fax-904-287-1255 Email_energydesigngattbi.com NININIIMMIIIIIIIMIIIIr Project Information For: Duplex West 14th St,Atlantic Beach, Fl Design Information Htg Clg Infiltration Outside db (°F) 32 93 Method Simplified Inside db (°F) 72 72 Construction quality Average Design TD (°F) 40 21 Fireplaces 0 Daily range - M Inside humidity(%) - 50 Moisture difference (grill)) - 56 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temperature rise 0 °F Total cooling 0 Btuh Actual heating fan 868 cfm Actual cooling fan 868 cfm Heating air flow factor 0.032 cfm/Btuh Cooling air flow factor 0.043 cfm/Btuh Space thermostat Load sensible heat ratio 80 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) First Floor 740 16805 11236 534 486 Second Floor 850 10523 8816 334 382 Entire House d 1590 27328 20052 868 868 Ventilation air 0 0 Equip. @ 0.98 RSM 19651 Latent cooling 5041 TOTALS 1590 27328 24692 868 868 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wnghatsoft Right-Suite Residential^'5 066 RSR29784 2003-Mar-24 17 47.53 ACCA C!Documents and Settings\customer\My Documents\Wrtghtsoft\Duplex West 14th St All Bch.rsr Page 1 • y '1f9 • . • ; ,C'dei 9 - d. • t. . V �G7I ) t • 1 )' Z• _ ,c7 i E7....F.:', ,_ / .S1 N' / 1 .,,..,.z .„?Q ;c fr4v/5/' j__7.:7 /r>2 I / LL/ / J f Vi ( ,4,: - 4 Y` , . REVISIONS 40 W M , 1 t TH r ZONE REV DESCRIPTION DATE APPROVED O PROTECT ALL DRAINAGE STRUCTURES WITH ,4 „ EROSION & SEDIMENT CONTROL Is. \ N .„. ,_\. ,„ �� ..... . .„..„.._,. .. -_,_,,,-- 4 ' , , 4•100::;e9 0144 ' IP 7,,c . " \ SILT FENCE SILT FENCE PROTECTION \\.:.�9* NLEETTS. DITCH BOTTOM TYPE III OR TYPE IV TYPE III OR TYPE IV + •:. ': (t SILT FLOW _� SILT FLOW f 11,.. • -0- 44* . TYPE IV SILT FENCE TYPE III SILT FENCE NOTE: SPACING FOR TYPE III AND TYPE IV TO BE IN ACCORDANCE WITH CHART I. DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. SLOPE DRAIN APPLICATIONS N.T.S. EROSION & SEDIMENT CONTROL crr o / ,4as�w�..c— .a�► IA A1MO 1K £JWIE WOt 11914 MA 101-1017.41.14 SIZE FSCM NO. DWG NO. REV SCALE NTS SHEET 1 OF 2 Ak REVISIONS IV 77( " eZONE REV DESCRIPTION DATE APPROVED • TYPE A OR B FENCE isimPimmimmmommi II .11 :••---....wall110.111111101 LOOSE SOIL PLACED BY SHOVEL AND NOTE: BALES TO BE STAKED AT THE LIGHTLY COMPACTED ALONG UPSTREAM DIRECTION OF THE ENGINEER. FACE OF BALES. BALES BACKED BY FENCE N.T.S. 6'-0" MAX. 1 POST (OPTIONS: 2" x 4" --- OR 2 1/ 2" MIN. DIA. O STEEL 1.33 LBS/ FT. MWOIN.)D; ct RUNOFF 0 'nom 18 OZ. NYLON REINFORCED • PVC FABRIC (300 PSI TEST) 4" MIN. _' I 6" MIN SIDE VIEW FRONT VIEW STAKED TURBIDITY BARRIER N.T.S. ER❑SI❑N & SEDIMENT C-NTRIL «noF two MOTU,. .RMS Wt 110.011 II]U -..,. SIZE FSCM NO. DWG NO. E o^ REV SCALE NTS SHEET 2 OF 2 I '11`1 eCITY OF ATLANTIC BEACH %' 800 SEMINOLE ROAD 3 " = r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 01119 Application Number 04-00028929 Date 8/26/04 Property Address 66 W 14TH ST Tenant nbr, name FOUNDATION ONLY Application description . . FOUNDATION ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor R/E HOME INVESTORS SMALLWOOD CONSTRUCTION INC. 5151 SUNBEAM RD 3 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32257 (904) 744-3353 Permit FOUNDATION ONLY Additional desc . Permit Fee . . . 35 . 00 Plan Check Fee . . . 00 Issue Date . . . Valuation . . . . 0 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. • 0%r.► C 111111kb BUILDING OFFICIAL 4wirn City of Atlantic Beach REPRINT *** CUSTOMER RECEIPT *** Over: DSMITH Type: OC Drawer: 1 Date: 8/26/04 01 Receipt no: 81523 Description Quantity 2004 2892 Amount OP BUILDING PERMITS 1.00 $35.00 BP BUILDING PERMITS 1.00 $3701.46 BP BU4 ILDING28509 PERMITS 1.00 $3701.46 Tender detail CK CHECKS 1854 Total tendered $7437.92 Total payment $7437.92 $7437.92 Trans date: 8/26/04 Time: 13:35:20 • 'rte y J'J r j�� 0 '# °?, CITY OF ATLANTIC BEACH r ,. le: 4 800 SEMINOLE ROAD t:)-1 T r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 4--t.01119' N t 01319? Application Number 04-00028874 Date 8/12/04 Property Address 66 W 14TH ST Tenant nbr, name TREE REMOVAL 66/68 Application description . . TREE PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor SMALLWOOD CONSTRUCTION OWNER 5151 SUNBEAM ROAD, #13 JACKSONVILLE FL 32257 Permit TREE PERMIT Additional desc . Permit Fee . . . . 00 Plan Check Fee . . . 00 Issue Date . . . 8/12/04 Valuation . . . . 0 Expiration Date . 2/09/05 Special Notes and Comments REMOVAL OF A 7 . 64 INCH OAK TO BE MITIGATED BY PLANTING A ONE 4 INCH OAK ON SITE. Fee summary Charged Paid Credited Due Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 1(.) C • Itriak BUIL ING OFFICIAL �_e06 , I1/ RECEIVED CITY OF ATLANTIC BEACH i .r�Sy�lr BUILDING & ZONING lr� + _ AUG 4 2004 CITY OF ATLANTIC BEACH % TREE REMOVAL APPLICATION All applications must be submitted with seven (7) copies and received by 5:00 p.m. on the Friday ten (10) days prior to the scheduled meeting in order to be placed on the agenda. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. 1. 57)1,c7/ X 52 9/ Si-A/ 6emii 006/ 4,5,2e, ---7 APPLICANT NAME ADDRESS TELEPHONE 2. /v.z 8/4' 5-6 gA/ (1-(3r�' :� Si ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE (IF LEGAL DESCRIPTION, LIST CLOSEST CROSS STREET) 3. REASON FOR PROPOSED TREE REMOVAL: / c ZJ 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YES NOT SURE 5. SITE PLAN/TREE SURVEY indicating: a. Existing and proposed structures. b. Location of utilites and easements as applicable. c. Location, species and size of all trees with Diameter at Breast Height (D.B.H.) of six inches or more. d. Location, species and size of all trees to be removed should be clearly marked with an "X". e. Location, species and size of all trees to be perserved on-site for replacement must be marked with brackets "[ 1". f. Location, species and size of any proposed new replacement trees marked with a circle "0". g. Location, species and size of all trees to be preserved on-site with barricading at tree drip line noted. 6. ON-SITE REQUIREMENTS: a. Barricading at tree drip line of all trees to be preserved. b. Address/legal description must be posted in a conspicuous manner on site. c. The property corners must be marked by stakes or paint indicating the lot. d. All trees identified for removal MUST by marked on-site by RED/ORANGE flagging, paint or tape. e. All trees to be preserved on-site for mitigation MUST be marked with BLUE/GREEN flagging, paint or tape. 800 Seminole Road, Atlantic Beach, Florida 32233 Telephone (904) 247-5800 Fax(904)247-5845 1 of 4 66 WI �� 8. LEST TREES PROPOSED FOR REMOVAL: DIAMETER(*) OF TREES SPECIES INTERIOR ZONE** EXTERIOR ZONE"` APPLICANTS COMMENTS OFFICE USE ONLY 699-4 lr �, �� .i f,�� 4 9. CHOICES FOR REPLACEMENT: Pick one or a combination to compensate for trees removed: 1.^lant new trees on site 2. -Pay money into the Tree Fund at $117 per inch e.--Protect (save) other trees that qualify and mark trees to be protected on site List, by inches, each tree in the appropriate column in the form provided below: SPECIES DIAMETER OF TREE PLANT NEW TREES PAY INTO TREE FUND PROTECT C/ 5. r� &lit, 5-2 ; �� 5 I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABL CODES-AND ORDINANCES OF ATLANTIC BEACH. z / -APP �li is Si9 nature Date Owner's Signature Date Tree Conservation Board Ch Date 'Diameter at Breast Height(D.B.H.), is measured at 4.5 feet above grade.To accurately determine diameter, measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. "Interior Zone: outside the 20 foot front/rear setbacks and the 7.5 feet side setbacks(see diagram on previous page). "Exterior Zone: within the 20 foot front/rear setbacks and the 7.5 feet side setbacks(see diagram on previous page). 4 of 4 . k („) / 7W7 "" 1 ?„,,,, ,f;e, • �Ai i f xx,-4,,,, , • P4/002 foie' fot rttiX e I' E i r4 41* oitk \S % i /1801, DI q N '.hx N 5 i c /I i N , , 041; / ' 1 3/ ig"1 f / 2a 7,. 5• >CAx OAK /2- f I • aqx a41c f • Opt, • 6141c 1/ _ �! - New' ' rt 4G C ./ /it& r/ .-. 44-„,/d r. /O',b/ d 4/40 5 <. / 7 '-OP 42 '6 40, 41, .- i4e7-4/6( c7 471 jf 6 ,it:to z r ' +o -8 dj r a/ '" rt, rya/ 192' „,' CITY OF ATLANTIC BEACH .ii : BUILDING PERMIT APPLIC TION a- �� (FOR NEW CONSTRUCTION RESIDENTIAL COMMERCIAL) Date: too d.t/ J,../- Job Address: be6, LJ l r-1 ST L `)r ' ' �,'-' '9 Ali D Owner's Name: /e)fr� ^✓/✓/AVwvl La cie_c 7:›z S Cl -3 A f 3 0 3 ?� Address: .//-7 ..c:./..1../A'44-44- .1 lc/ S x A7 Phone: 75'0 ,..?a>.3 Legal Description: Block Number: 5-� Lot Number: /v`2 Zoning District: Contractor: 5,49 f/j,. (y'4/ State License Number: L'G�G 02fU6 Address: 57$ t. a.Iei /CC/ Phone: X63 415-7 City: Jer State` Zip:J2257Fax: 7*d �5�� Describe proposed use and work to be done: Aka /P,- e A ”/ /f7� ie Cf.,i �;4- I;.,NTII� „rCk Present use of land or building(s): j/4-Lz''�--/ r t Valuation of proposed construction: /20/ die JUN : 1 ' 04 Is approval of Homeowner's Association or other private entity required? f yes, please submit with this application. By: ' r-p_, __ ,_. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑ 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. ❑ANO. Applicant certifies that no trees will be removed for this project. t Y.ES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. 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 gading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/04 t9 /11TH In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. I hereby certify that all information provided with this application is correct. Signature of Owner: Date: I hereby certify that I have read and examined this application and know 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 that4e plans and supporting /a have been or shall be prs'ided as required. Signature of Contractor: ' � G , Date: f� K Address and contact information of person to receive all correspondence regarding this application (please print). Name: cx7.�'�/t�JZPT/ c3'>2 Mailing Address: S—/57 SI),ti /Ail, ie 5 Phone: y6, Fax: 75:0 71-5-(fix E-Mail: AS TO OWNER: Sworn to and subscribed before me this /0 day of , rJN� ,20 O f'. State of Florida,County of Duval �� ' Notary s Signature: �� I _�`_ EDWARD WINTERS �rsonall own ?3I "' MY COMMISSION#DD 019449 �`- 119,2005 Produced identification ;' EXPIRES:April Bonded Thru Nolen/Public Underwriters Type of identification produces'. „i• AS TO CONTRACTOR: / Sworn to and subscribed before me this ` U day of ,20 6 . State of Florida,County of Duval /I r_. Notary's Signature: ♦I [Personally known r •.M.::y!y EDWARD WINTERS [I] Produced identificatio' ?¢ �% MY COMMISSION#DD 019449 „toEXPIRES:April 19,2005 Type of identification ii�••ds��'_ ,nr rinPwreers a .F ,; B octad TAro Ne1ary �,�trsrP 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 1/04 • 46:= s' CITY OF ATLANTIC BEACH OWNER/BUILDER AFFIDAVIT it Dr. Date: ;:� Job Address: (v 00r/ C/_) �� S T /�� ✓/ ,6e---pee/ CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE- OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AH ER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER $2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS-WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF 1N DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNEg.-BUILDER PERMIT. PROP ' 0 R/B ir 'ER SWORN TO AND SUBSCRIBED BEFORE ME THIS I43 DAY OF i 20 06 411110 ti EDWARD WINTERS ` ii glaW :- MY COMMISSION#DD 019449 NOTARY PUB ��-,-J..0 pn MY COMMISSI ''"g1X1ta F SBonded Thru Notary Public Underwriters NOTE: PHRASES UNDERLINED ABOVE. I_ s [�R• CITY OF ATLANTIC BEACH ;;,, FLOOD PLAIN DEVELOPMENT INFORMATION Location: [p D (f1 Lc.) /l{?-‘ i e 4' Type of Development: Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to mpl with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinan affec g the p .posed ivelopment. � � Applicant's Signature'` f_ _. �/ �/ Date: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 s ca` ISS DEPARTMENT OF PUBLIC WORKS r' ! ter �_ EROSION & SEDIMENT CONTROL INSPECTION .. Date Time Permit # Inspector Project Name/Location Contractor's Name/Address Stage of Construction YES NO NA ❑ ❑ ❑ 1. All required erosion and sediment control measures are shown on plan. ❑ ❑ ❑ 2. All silt fences are properly installed(staked hi and trenched in)and in good condition. ❑ ❑ ❑ 3. All disturbed areas are properly stabilized.Temporary or permanent stabilization is required. ❑ ❑ ❑ 4. All dewatering operations turbidity readings are 5 29 stn above natural background readings. Note,turbidity readings must not be above background levels for Outstanding Florida Waters. ❑ ❑ ❑ 5. All construction entrances are free from soil and mud tracking. ❑ ❑ ❑ 6. All above ground water impoundments are stabilized. ❑ ❑ ❑ 7. All stormwater inlets are adequately protected from sediments. ❑ ❑ ❑ 8. AD stormwater ponds and conveyance systems are stabilized and free of sediments. ❑ ❑ ❑ 9. All receiving waters are adequately protected with floating turbidity curtains or other means as needed. ❑ ❑ ❑ 10. Sediment traps are installed as needed and are In good working order. ❑ ❑ ❑ 11. All soil stockpiles art adequately stabilized. ❑ ❑ ❑ 12. All preservation wetland and conservation arts are clearly marked and adequately protected from silt,erosion and turbidity. ❑ ❑ ❑ 13. All alum/water treatment systems operating property and coordinated with DPW. ❑ ❑ ❑ 14. Notice of Intent(NOI) (FDEP Form 62-621-300(4)(6)has been submitted to FDEP. ❑ ❑ ❑ 15. The Stormwater Pollution Prevention Plan(SWPPP)is on site. ❑ ❑ ❑ 16. The required inspection and maintenance report forms are always completed. Comments: NOTE: Failure to comply with erosion and sediment control rules and regulations in a timely manner may result in PERMIT VIOLATIONS,and ENFORCEMENT ACTIONS may be taken by City Of Atlantic Beach,SJRWMD,FDEP,and G.S.EPA. Letters of Violations,Stop Work Orders,and Fines may be issued for Permit Violations. Please contact Public Works Department at 904-247-5834 or Fax 904-247-5843 for any questions or coecerm VerbaUWritten notification given to: Company Phone# Inspector Signature _ _ - - - - ._f)- _— 0 + F' BLOCK 54, LOTS 1 - 6 /°.p . OM I Ca Agar I Arik/Sl f� /1 1 �.G Vii. ; //''' I co \ 1 ►a' i IPA - - - - _ _ _ _ - \, PM1 . 1 J ___9_.....:___ _ - - - - - 1-- - - — \, i f - II d' \ , ; x.3 0 �.Ll US i Wrs, 0 Ea \, Lc, i-- i cI '\ tn 6,1i i `\ _ 0 In \ I N I N N I I WI _ (2E1\I - -- - - - \ /tom _ _ _ - - '- i - Cllt \' I rxiI ii, of. ILITH Job Truss Truss Type Qty Ply A485461 J42145F F01 FLOOR 28 1 (optional) Builders FirstSource, Jacksonville, FL., MITek lndu4traQ51, IniSR1 s Oct 17 20 1-Mil ek Industries, Inc. Wed Apr 02 09:41:57 2003 Page l' 1 1-3-0 I I 1-5-8 I Scale = 1:29.7 4x6 = 4x6 = 1x3 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 1x3 = A B C D E F G H S = X / X r• .,/ XDE T Q P O N M L K J 3x4 = 4x6 = 3x4 = 3x4 = 1x3 II 1x3 II 3x4 = 3x4 = 4x6 = 3x4 = 7-10-8 , 9-4-0 , 17-2-8 I 17-2-8 Plate Offsets(X,Y): [A:Edge,0-1-8], [D:0-1-8,Edge], [E:0-1-8,Edge], [H:0-1-8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.28 Vert(LL) -0.20 M-N >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.28 M-N >739 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.06 I n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 89 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) R=926/0-3-8, 1=926/0-3-8 FORCES (Ib)-First Load Case Only TOP CHORD R-S=-921, A-S=-920, I-T=-921, H-T=-920, A-B=-934, B-C=-2288, C-D=-3033, D-E=-3264, E-F=-3033, F-G=-2288, G-H=-934 BOT CHORD Q-R=48, P-Q=1758, 0-P=2792, N-0=3264, M-N=3264, L-M=3264, K-L=2792, J-K=1758, 1-J=48 WEBS A-Q=1205, H-J=1205, B-Q=-1145, G-J=-1145, B-P=738, G-K=738, C-P=-700, F-K=-700, C-0=335, F-L=335, D-0=-314, E-L=-314, D-N=12, E-M=12 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d ,t�usfsi)1itbsf,gf,I nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. '> <<V. A ��r4%,, LOAD CASE(S) Standard ,? •I'Zns.,........ d 7: 17 ,,,r,. April 2,2003 I, S < 4 -- Job Truss Truss Type Qty Ply A485462 J42145F F02 FLOOR 2 1 (optional) Builders FirstSource,Jacksonville, FL., MiTek InduthaEgl, In6R1 s Oct 1/ 2001 MITek Industries, Inc. Wed Apr 02 09:47:57 2003 Page 1 1-3-01-5-8 l I Scale = 1:18.8 3x4 = 3x4 = 1x3 = 3x4 = 1x3 II 3x4 = 3x4 = 1x3 = A B C D E F O ° — 0 N- -/ 1 ,, L K J I H i ..- = 3x4 = 3x4 = 1x3 II 3x4 = 3x4 = x = 4-1-8 I , 5-7-0 , 10-11-8 I 10-11-8 Plate Offsets(X,Y): [D:0-1-8,Edge], [F:0-1-8,Edge], [K:0-1-8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) -0.06 I-J >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.46 Vert(TL) -0.08 I-J >999 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/defl = 360 Weight: 59 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) M=583/0-3-8, G=583/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD M-N=-571, A-N=-570, G-0=-576, F-0=-576,A-B=-532, B-C=-1273, C-D=-1273, D-E=-1179, E-F=-548 BOT CHORD L-M=30, K-L=1012, J-K=1273, I-J=1273, H-1=1026, G-H=30 WEBS A-L=683, F-H=705, B-L=-668, E-H=-664, B-K=354, E-I=213, C-K=-155, D-J=-74, D-I=-127 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ��ti;��tut� lmt1 e(ji/f,i`j,F'/' sp. A1CE A , LOAD CASE(S) Standard a Al �� kt `Cf S ORA yy 4 tioheerii :1)'1 April 2,2003 bill (A) , 114-1--ff Job Truss Truss Type Qty Ply A485463 J42145F F03 FLOOR 12 1 (optional) Builders FirstSource, Jacksonville,FL., MiTek Indu4tr3Q51, Ins5R1 s Oct 1/ 20 1 Mitek Industries, Inc. Wed Apr 02 09:47:58 2003 Page 'r 1-3-0I I 1-7-8 Scale = 1:23.4 3x4 = 3x4 = 1x3 = 3x4 = 3x4 = 3x4 = 1x3 II 3x4 = 1x3 = A B C D E F G J4/ X I Q 4 • N M L K J 1 .► dm 3x4 = 3x4 = 3x4 = 3x4 = 1x3 II 3x4 = 3x4 = 3x4 = 7-10-8 I , 9-6-0 , 13-7-8 13-7-8 1 Plate Offsets (X,Y): [D:0-1-8,Edge], [G:0-1-8,Edge], [J:0-1-8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.51 Vert(LL) -0.16 K-L >998 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.90 VertITL) -0.22 K-L >734 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.03 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/deft = 360 Weight: 71 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) 0=729/0-3-8, H=729/0-3-8 FORCES (Ib)- First Load Case Only TOP CHORD O-P=-726, A-P=-725, H-Q=-704, G-Q=-703, A-B=-710, B-C=-1660, C-D=-1991, D-E=-1857, E-F=-1857, F-G=-678 BOT CHORD N-0=37, M-N=1326, L-M=1982, K-L=1857, J-K=1857, 1-J=1335, H-1=36 WEBS A-N=915, G-1=872, B-N=-856, F-1=-914, B-M=466, F-J=710, C-M=-447, C-L=12, D-L=182, D-K=-206, E-J=-296 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means tissiiiisisrsrs/F. „INLOAD CASE(S) Standard -=atj telr it ^ ti sv .fit•. +;s. . 7 "K,......„.....,.. I i ATE OF v :k,�6R ED i:,�Cs. �t. «s!» is>,;E.iva April 2,2003 1/10 K c ( Lfy( Job Truss Truss Type Qty Ply A485464 J42145F KW FLOOR 5 1 (optional) Builders First ource, Jacksonville,1-L., MiTek Indu4tt2Ekl, InrSH1 s Oct 1/ 20 1 Mil ek Industries, Inc. Wed Apr 02 09:47:59 2003 Page 1 Scale = 1:13.6 1x3 II 1x3 II 1x3 II 1x3 II 1x3 II 3x6 = A 3x6 = B C D E F G MEM Ill 11111111111111111111111111111111111111111111111•111111111111 11 1E% MINN II II 11111111111111=11111111111111111 . • • ::;:: ......................... ........... ........ 3x4 _ .......... 3x4;:,; 1x3 IIII 1x3 II 3x4 = 3x4 II I 8-0-0 I 8-0-0 Plate Offsets(X,Y): [N:Edge,0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 VertILL) n/a - n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 VertITL) n/a - n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 HorzITL) -0.00 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 43 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 8-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) N=62/8-0-0, H=62/8-0-0, L=120/8-0-0, K=158/8-0-0, J=120/8-0-0, M=165/8-0-0, 1=165/8-0-0 FORCES (Ib)-First Load Case Only TOP CHORD A-N=-56, G-H=-56, A-B=3, B-C=3, C-D=3, D-E=3, E-F=3, F-G=3 BOT CHORD M-N=-0, L-M=-3, K-L=-3, J-K=-3, I-J=-3, H-1=0 WEBS C-L=-109, D-K=-143, E-J=-109, B-M=-148, A-M=-4, F-1=-148, G-1=-4 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). i�t;iF 4) Gable studs spaced at 1-4-0 oc. „yAu i. liiiii,11. 51 Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d �4��` <(-' A k, nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. \�? to %- , 1/ til ,'A LOAD CASE(S) Standard — * * s'1 0 * :77. E :: ATV,OF "' 'ED E: ;, ,,. April 2,2003 � ►- B01 te Li-T4 �� " "`rh�`°.„6`" 2 Pcs of 1 3/4" x 16" 1.7E TimberStrand® LSL TJ-Beam(TM)6.05 Serial Number: User:1 4/2/03 8:56:21 AM Page. Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 11' Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 0.0 113.0 0 To 11' Adds To WALL ABOVE Uniform(plf) Roof(1.25) 104.2 39.4 0 To 11' Adds To GABLE LOAD SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 793/1019/0/1812 L1: Blocking 1 Ply 1 3/4"1.7E TimberStrand®LSL 2 Stud wall 3.50" 3.50" 793/1019/0/1812 L1:Blocking 1 Ply 1 3/4"1.7E TimberStrand®LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 1757 -1277 18667 Passed(7%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 4686 4686 39388 Passed(12%) MID Span 1 under Roof loading Live Load Defl(in) 0.026 0.356 Passed(U999+) MID Span 1 under Roof loading Total Load Defl(in) 0.059 0.533 Passed(U999+) MID Span 1 under Roof loading -Deflection Criteria:MINIMUM(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: J42145f JOHN BENZ BUILDERS FIRSTSOURCE 6550 ROOSEVELT BLVD. JACKSONVILLE, FLORIDA Phone:904.772.6100 Fax :904.772.1973 Copyright ° 2002 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. T:\Witek42\mitek\Jobs\J42\J42145F\BOl.sms Co l� (A) , t (T11 Wje-ht, 601 irA Vkverhaeusei`us`"ess 2 Pcs of 1 3/4" x 16" 1.7E TimberStrand® LSL TJ-Beam(TM)6.05 Serial Number: User:1 4/2/03 8:56:24 AM Page Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN . • CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 10' 8.00" Max. Vertical Reaction Total (lbs) 1812 1812 Max. Vertical Reaction Live (lbs) 793 793 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 873 -873 Max Shear (lbs) 1202 -1202 Member Reaction (lbs) 1202 1202 Support Reaction (lbs) 1239 1239 Moment (Ft-Lbs) 3204 Live Deflection (in) 0.007 Total Deflection (in) 0.040 Loading on all spans, LDF = 1.25 , Dead + Floor + Roof Design Shear (lbs) 1277 -1277 Max Shear (lbs) 1757 -1757 Member Reaction (lbs) 1757 1757 Support Reaction (lbs) 1812 1812 Moment (Ft-Lbs) 4686 Live Deflection (in) 0.026 Total Deflection (in) 0.059 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 718 -718 Max Shear (lbs) 988 -988 Member Reaction (lbs) 988 988 Support Reaction (lbs) 1019 1019 Moment (Ft-Lbs) 2635 PROJECT INFORMATION: OPERATOR INFORMATION: J42145f JOHN BENZ BUILDERS FIRSTSOURCE 6550 ROOSEVELT BLVD. JACKSONVILLE, FLORIDA Phone:904.772.6100 Fax :904.772.1973 Copyright ° 2002 by True Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of True Joist. T:\Mitek42\mitek\Jobs\J42\J42145F\Bol.sms 06/30/2004 12:17 9042871258 ENERGY DESIGN PA5E. 02 FORM 600A-2001 6 , t1/71J FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Duplex West 14th St Builder Smallwood Builders Address: West 14th St Permitting Office: Atlantic Beach City, State: Atlantic Beach, Fl Permit Number: Owner Jurisdictior Number: Climate Zone: North thin S r I. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Multi-family - a. Central Unit Cap:30.0 kBtu/hr - 3. Number of units,if multi-family 2 - SEER: 10.00 4. Number of Bedrooms 3 _• b_N/A - 5. Is this a worst case? No _. FILE c - 6. Conditioned floor area(ft') 1355 ft c. N/A Y - 7. Glass area&type _ a. Clear-single pane 0.0 ft' - 13. Heating systems b. Clear-double pane 146.0 ft' _ a. Electric Heat Pump Cap:30.0 kDtu:hr c. Tint/other SHGC-single pane 0.0 ft' - HSPF:6.80 - d. Tint/other SHGC-double pane 0.0 ft' b.N/A -8. Floor types - - • a. Raised Wood,Adjacent R-19.0. ;10.0ft' _ c.N/A b. Slab-On-Grade Edge Insulation R-0.0. 125.0(p)ft - - I c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0,1269.0 ft' - EF:0.91 - b.Frame,Wood,Adjacent R-11.0,747.0 ft' - b.NIA - c. Frame,Wood,Adjacent R=11.0,179.0 ft' - - d. N/A - c.Conservation credits - e N/A (HR-Heat recovery,Solar 10. Ceiling tapes - DHP-Dedicated heat pump) a. Under Attic R=30.0,635.0 ft' - 15. HVAC credits - b. Under Attic R=19.0.14.0 ft' - (CF-Ceiling fan.CV-Cross ventilation, c. N/A I HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat. a. Sup:Unc. Ret:Uric. AH:Interior Sup.R=6.0, 125.0 ft _„- Ml-C-Multizone cooling, b.N/AMZ-H-Multizone heating) , -_L.._.- - - - - Total as-built points: 22243 PASS1I Glass/Floor Area: 0.11 Total base points: 24129 I hereby certify that the plans and specifications covered Review of the plans arc by his calculation are in compliance with the Flonca specifications covered by this oF.- qT�o : Energy Code. calculation indicates compliance ', ;;„''' . _.�;•,.1, 1 with the Florida Energy Code. n"1."` --;:'l�x`''.:cg.';; , PREPARED BY: �� - Before construction is completed � a��'��_ ?•• DATE: 3 �- I. this building will be inspected for `� Ili loaf .:':.' .�.mpliance with Section 553.906 I hereby cern that this buildi Zs de= •red, i . �• y ., /� // /F Florida Statutes. °D ws compliance with the FI•;20 ergy ►•de. OWNER/AGE ' -f _.�_ BUILDING OFFICIAL: �., i - - DATE: I'0 DATE: � � c‘_ EnergyGauge®(Version:FLRIPB v3.22) 06/30/2004 12:17 9042871255 =NEPar DE i- tat CLL.; FORM 600A-2001 ip 6 (At (`f' SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: West 14th St,Atlantic Beach, Fl, PERMIT#: BASE I AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Pcints Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1355.0 20.04 4AP7 A nnuhle,(-Apar E 5 0 6.0 12.0 40.22 0.56 270.5 Double,Clea W 1.3 15.0 39.0 36.99 1.00 "436.7 Double,Clea S 1.3 15.0 30.0 34.50 0.99 1026.7 Double.Clea E 1.3 6.0 20.0 40.22 0.94 753.5 Double. Clea- S 1.3 6.0 45.0 34.50 0.89 13847 As-Built Total: 146.0 4872.0 WALL TYPES Area X ESPM = Points Type R-Value Area X SPM = Points Adjacent 926.0 0.70 648.2 Frame.Wood.Exterior 11.0 1269.0 1.70 2157.3 Ester or 1269.0 1.70 2157.3 Frame,Wood,Adjacent 11.0 747.0 0.70 522.9 Frame,Wood,Adjacent 11.0 179.0 0.70 125.3 Base Total 2193.0 2805.5 As-Built Total: 2195.0 2805.5 DOOR TYPES Area X BSPM = Points Type Area X SPVII = Points Adjace-l "9.0 2.40 455 Exterior Wood 21.0 6.10 128.1 Ester cr 21.0 6.10 128.1 Adjacent Wood 19.0 2.40 45.6 Base Total; 40.0 173.7 As-Built Total: 40.0 173.7 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Unde•Attic 615.0 1 73 1053.9 Under Attic 30.0 635.0 1.73 X 1.00 1098.6 Under Attic 19.0 '4.0 2.34 X 1.00 32.6 Base Total: 615,0 1053.9 As-Built Total: 649.0 1131.3 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 125.0(p) -37.0 -4625.0 Raised Wood,Adjacent 19.0 110,0 0.4C 44.0 Raised 110.0 -3 99 -438.9 Slab-On-Grade Edge Insulation 0.0 125.0(p -41 2C -5150.3 Base Total: -5063.9 As-Built Total: 235.0 -5106.0 INFILTRATION Area X BSPM = Points , Area X SPM = Points I 1355.0 10.21 13834.5 1355.0 10 21 13634.5 EnergyGauget DCA Form 600A-2001 EnergyGaugee/ResFREE'2001 FLR1 PB v3.22 0E/30/2004 12:17 9042871258 ENERGY DESIGN "ALit U4 FORM 600A-2001 1040 A l'- 77-i SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS, West 14th St,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT Summer Base Points: 17701.6 Summer As-Built Paints: 17711.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multioiier Points Component Ratio Muliplier Multiplier Multiplier Points (DM x DSM x AHU) 17711.1 1.000 (1.090x".147x0.91) D.341 1-000 6877.2 17701.6 0.4266 7551.5 17711.1 1.00 1.138 0.341 1.000 6877.2 EnergyGaugeT'1 DCA Form 6C0A-2001 EnergyGauge®IResFREE'2001 FLR1 PB v3.22 0E/30/2004 12:17 9042'E71':5 ENERGY DESIaN P=iac 05 FORM 600A-2001 (PIP (A), / LtTNWINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADCRESS: West 14th St,Atlantic Beach, F1, PERMIT#: I IBASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = ?Dint- .18 1355.0 12.74 3107-3 Double.Clear E 5.0 6.0 12.0 9.09 -.24 135 2 Double,Clear W 1.3 15.0 39.0 10-77 -.00 420.4 Double.Clear S 1.3 15.0 30.0 4.03 '.00 120.3 Double,Clear E 1.3 8.0 20.0 9.09 '.00 185.8 Double,Clear S 1.3 6.0 45.0 4.03 1.08 195.3 • As-Built Total: 148.0 1058.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adiacen. 926.0 3.60 3333.6 Frame,Wood,Exterior 11.0 1269.0 3.70 4695.3 Eztencr 1269.0 3.70 4695.3 Frame Wood,Adjacent 11.0 747.0 3.60 2689 2' Frame Wood,Adjacent 11,0 179.0 3.60 644.4 Base Tctal: 2195.0 8028.9 - As-Built Total: 2195.0 8028.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent '9.0 11.50 213.5 Exterior Wcod 21.0 12.30 253.3 Exterior 21.0 12.30 258.3 Adjacent Wood 19.0 11.50 213.5 Base Total: 40.0 476.8 As-Bultt Total: 40.0 476.8 CEILING TYPES A-ea X BWPM = Points Type R-Value Area X WPM X WCM= Point- Uncer Attic 6'5.0 2.05 1260.8 Uncer Attic 30 0 035.0 2 05 X 1.00 1301 8 Uncer Attic 19.0 14.0 2.70 X 1.00 37 3 Base Total: 615.0 1260.8 As-Built Total 849.0 1339.3 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 125.0(p) 3 9 1112.5 Raised Wood,Adjacent 19.0 110.0 2.20 242.0 Raised 110.0 0 96 135.5 Slab-On-Grade Ecge Insu alien 0.0 '25.C(p 18.80 2350.0 Base Total: 1218.1 As-Built Total: 235.0 2592.0 INFILTRATION Area X BWPM = Poirts Area X WPM = Points 1355.0 -0.59 -799.4 ' 1355.0 -059 -7994 EnergyGauge®DCA Form 600A-2001 EnergyGaugerlwResFREE'2001 FLRIPB v3.22 06/30/2004 12: 17 9042871268 ='lEPGY DE3I'aN PAGE 06 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: West 14th St,Atlantic Beach, FI, FERMI-1#: BASE AS-BUILT Winter Base Points: 13292.4 Winter As-Built Points: 12695.8 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) 12695.8 1 000 (1.089 x 1.169 x 0.93) 0.501 1.000 7399.2 13292.4 0.6274 8339.6 12695.8 1.00 1.162 0.501 1.000 7399.2 EnergyGauge"A DCA Form 6COA-2001 EnergyGaugeVResFREE'2001 FLR1 PB v3.22 06/30/2004 12:17 9042871258 =AEP'GY DE9I'a'{ PAGE 07 FORM 600A-2001 1p ( 11J► ° (4714 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS. West 14th St,Atlantic Beach, Fi, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8236.J 50.0 0.91 3 1.00 2655.47 1.00 7966.4 As-Built Total: 7966.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7551 8340 8238 24129 6877 7399 7966 22243 PASS .......................... C7- i• F S • WE EnercjGa.,ge-' DCA Form 5C0A-2001 FnergyGeuaeV/ResFREE'2001 cLR1PB v3.22 06/30/2004 12:17 9042871258 ENERGY DESIGN P415E 08 FORM 600A-2001 x t ,V�, 1 ` 1 4 t H Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: West 14th St,Atlantic Beach,FI, 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.it.window area;.5 cfmisg.ftdoor area. _ ____ IL Exterior&Adjacent Walls 605.1.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 i 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 ;008.1.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 penmeter,penetratons and seams. - - Ceilings 606.1 ABC.1.2.3 Between walls&ceilings:penetrations of ceiling plane of top floor;around shafts,chases. \ I soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPT,ON:Frame ceilings where a continuous infiltration barrier is .._ _I Installed that is sealed at the perimeter.at penetrations and seams._--. Recessed Lighting Fixtures 1 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a \ I sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from condttloned spce,tested. __.._._._. ---------- Multi-story rouses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts—1 606.1.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 dearly marked circuit breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. Swimming Pools&Spas j 812.1 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 j efflcleng of 78%. -- - -- . - —I Shower heads 612.1 —__ hater 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 N 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 6D4.1,602.1 Ceilings-Min R-19 Common walls-Frame R-11 or CBS R-3 bcth sides. Common ceiling&floors R-11. EnergyGaugeT`" DCA Form 600A-2001 EnergvGaugeVVResFREE'2C01 FLR1 PB-.r5.22 06/.30/2004 12:17 9042871258 ENERGY DESIGN PAGE 09 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =83.6 The higher the score,the more efficient the home. , West 14th St. Atlantic Beach, Fl, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Multi-family _ a. Central Unit Cap:30.0 kBtu/hr - 3. Number of units.if multi-family 2 - SEER:10.00 - 4. Number of.Bedrooms 3 - b.N/A - 5. Is this a worst case? No _ - 6. Conditioned floor area(ft2) 1355 IF c.N/A - 7. Glass area&type - • - a. Clear-single pane 0.0112 _ 13. Heating systems b.Clear-double pane 146.0 ft2 - a. Electric Heat Pump cap:30.0 kBtufnr - c. Tint/other S.HGC-single pane 0.0 ft2 - HSPF:6.80 - d.Tint/other SHGC-double pane 0.0 ft2 b.N/A - 8. Floor types - - a. Raised Wood,Adjacent R=19.0,110.Oft2 _ c.N/A -- b. Slab-On-Grade Edge Insulation R*3.0,125.0(p)ft _ - c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0, 1269.0 ft2 - EF:0.91 - b.Frame,Wood,Adjacent R=11.0,747.0 f1' - h.N/A - c. Frame,Wood,Adjacent R=11.0, 179.0 ft2 - - d.N/A - c.Conservation credits - e. N/A (HR-Heat recovery,Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=30.0,635.0 ft2 - 15. HVAC credits - b.Under Attic R=19.0,14.0112 - (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Une. Ret:L'nc. AH:interior Sup.R=6.0,125.0 ft _ MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) ... 4- sTq�.•-. in this home before final inspec .Oth�%ise,a new EPL Disp .y Card will be •.mpleted ....,Y..-„ -' '.=it``\o • . HLeri,. based on installed Code c•_;.•• nt fea!, es. /� °F`G., '.•' - s:i ^:° ' ' t� - _.:...-_:•:... � Builder Sigaat - b' ,. �l& ,i 4�i�' Date: ` .fit: •,' Address o New Home: City/FL Zip: ' °op wt:'0.: *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStardesignation), 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 www.fsec.u, 'edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. Energ_vCauge®(Version:FLR1.PB v3.22) 06/36/2304 12:17 9042871258 ENER31'' DESI'3rs1 FAi3E 10 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House Is;' „ Job: 3/2411:13Energy Design Systems Qc5'Oas'dalePc.Jaicsonvil!e.r 32_'nSPhone'9u4-2° -538-,; Fax.9042E -1258 ErttaiCenerytesianiaattbirnm Pro-ect Information For: Duplex West 14th St, Atlantic Beach, Ft Notes: Desi.n Information Weather: Jacksonville, Intl Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 =F Outside db 93 °F Inside db 72 'F inside db 72 °F Design TD 40 "F Design TD 21 °F Daily range M Relative humidity 50 % Moisture difference 56 grulb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 35438 Btuh Structure 22913 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 °F Design heat load 35438 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 22454 Stull Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average 1380 Btuh Fireplaces 0 Internal gains Ventilation 0 Btuh Heating Cooling Infiltration 3900 Btuh Area(ft2) 1355 1355 Total latent equip. load 5283 Btuh Volume(ft3) 12195 12195 Air changes/hour 1.00 0.50 Total equipment load 27734 Btuh Equi".AVF (cfm) 204 102 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.3 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 3 Btuh h Heating temp rise 0 °F Total cooling tuh Actual heating fan 1096 cfm Actua cooling fan 1096 cfm Heating air flow factor 0.031 c{mJBtuh Cooling air flow factor 0.048 cfm/Btuh Space thermostat Load sensible heat ratio 81 % Printout certified by ACCA to meet all requirements cf Manual J 7th Ed. .' vv rucjht5c ft Right-Suite Residential'5 0E6 RSR29784 20Da-jurt- 0 1'18'01 ,,3c CCecumenLc and Sets nostcustomarWty Decumens1Wnghtsottt iuplex West 14tn a Att3^_h.rsr page- 1 1p ip (1 , 1471-1- Job Truss Truss Type Qty Ply A485461 J42145F F01 FLOOR 28 1 (optional) Builders First ource, Jacksonville, I-L., MiTek Indu4trded, lncSR1 s Oct 1/ 20 1 Mi I ek Industries, Inc. Wed Apr 02 09:4/:57 2003 Page 1 1 1-3-0 { 1-5-8 ' Scale = 1:29.7 4x6 = 4x6 = 1x3 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 1x3 = A B C D E F G H` S I X / X r N / N / ' I T Q P 0 N M L K J �, 3x4 = 4x6 = 3x4 = 3x4 = 1x3 II 1x3 II 3x4 - 3x4 = 4x6 = 3x4 = I 7-10-8 , 9-4-0 , 17-2-8 I 17-2-8 Plate Offsets(X,Y): [A:Edge,0-1-8], [D:0-1-8,Edge], [E:0-1-8,Edge], [H:0-1-8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.28 VertILL) -0.20 M-N >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.28 M-N >739 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.06 1 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/defl = 360 Weight: 89 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) R=926/0-3-8, I=926/0-3-8 FORCES (lb)-First Load Case Only TOP CHORD R-S=-921,A-S=-920, I-T=-921, H-T=-920, A-B=-934, B-C=-2288, C-D=-3033, D-E=-3264, E-F=-3033, F-G=-2288, G-H=-934 BOT CHORD Q-R=48, P-Q=1758, O-P=2792, N-0=3264, M-N=3264, L-M=3264, K-L=2792, J-K=1758, 1-J=48 WEBS A-Q=1205, H-J=1205, B-Q=-1145, G-J=-1145, B-P=738, G-K=738, C-P=-700, F-K=-700, C-0=335, F-L=335, D-0=-314, E-L=-314, D-N=12, E-M=12 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d ,.,il+aststililirssfrsr��,� nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �»'- C A r�i.,, � A -,;,?... `, ,ml& 111'tel 4.r LOAD CASES) Standard �. ''�?� r# _ ^* !. 7s?1:yF:- 1 /" / 1 :OP April 2,2003 to 1, v,f, 1 L4 MI Job Truss Truss Type Qty Ply A485462 J42145F F02 FLOOR 2 1 (optional) Builders First'ource,Jacksonville, FL., MiTek Indu4tr2e, InrSR 1 s Oct 1/ 2004 Mil ek Industries, Inc. Wed Apr 02 09:47:57 2003 Page 1 I 1-3-0 I I 1-5-8 Scale = 1:18.8 3x4 = 3x4 = 1x3 = 3x4 = 1x3 II 3x4 = 3x4 = 1x3 = A B Cyd D E F _,N\ . l --X a 6 ..x_ /' I. K J I H . = 3x4 = 3x4 = 1x3 II 3x4 = 3x4 = " _ I 4-1-8 , 5-7-0 , 10-11-8 I 10-11-8 Plate Offsets(X,Y): [D:0-1-8,Edge], [F:0-1-8,Edge], [K:0-1-8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) 1/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 VertILL) -0.06 I-J >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.46 Vert(TL) -0.08 I-J >999 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 59 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) M=583/0-3-8, G=583/0-3-8 FORCES (Ib)- First Load Case Only TOP CHORD M-N=-571, A-N=-570, G-0=-576, F-0=-576, A-B=-532, B-C=-1273, C-D=-1273, D-E=-1179, E-F=-548 BOT CHORD L-M=30, K-L=1012, J-K=1273, 1-J=1273, H-1=1026, G-H=30 WEBS A-L=683, F-H=705, B-L=-668, E-H=-664, B-K=354, E-I=213, C-K=-155, D-J=-74, D-I=-127 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. `^� .�tV•%.1 13tt1lfl Ew,f 49". LOAD CASE(S) Standard ti} � f April 2,2003 jjLfrf Job Truss 'Truss Type Qty Ply A485463 J42145F F03 FLOOR 12 1 (optional) Builders FirstSource, Jacksonville,FL., MiTek lndu4tra€ In6R1 s Oct 1/ 2001 Mi rek Industries, Inc. Wed Apr 02 09:47:58 2003 Page 1 1-3-0I I 1-7-8 { Scale = 1:23.4 3x4 = 3x4 = 1x3 = 3x4 = 3x4 = 3x4 = 1x3 II 3x4 = 1x3 = A B C D E F G ' - _ ' 4,f-X. .r I il I Q WV T_ • N M L K J I 9► 3x4 = 3x4 = 3x4 = 3x4 = 1x3 II 3x4 = 3x4 = 3x4 = • l 7-10-8 , 9-6-0 , 13-7-8 13-7-8 { Plate Offsets(X,Y): [D:0-1-8,Edge], [0:0-1-8,Edge], [J:0-1-8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) 1/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.51 Vert(LL) -0.16 K-L. >998 MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.90 Vert(TL) -0.22 K-L >734 BCLL 0.0 Rep Stress lncr YES WB 0.37 Horz(TL) 0.03 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 71 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) 0=729/0-3-8, H=729/0-3-8 FORCES (Ib)-First Load Case Only TOP CHORD O-P=-726, A-P=-725, H-Q=-704, G-Q=-703, A-B=-710, B-C=-1660, C-D=-1991, D-E=-1857, E-F=-1857, F-G=-678 BOT CHORD N-0=37, M-N=1326, L-M=1982, K-L=1857, J-K=1857, 1-J=1335, H-I=36 WEBS A-N=915, 0-1=872, B-N=-856, F-I=-914, B-M=466, F-J=710, C-M=-447,C-L=12, D-L=182, D-K=-206, E-J=-296 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. hasisss •satstistorr ' C,E A f. ` � ��.y . LOAD CASE(S) Standard +� IV t r r _ "S ti' 1-4,...... 7 T l ,�Z011179..".44;.`� c �1 EL 1,?' ❑i+zis"' April 2,2003 ip t) (XI i 1 1474/ Job Truss Truss Type Qty Ply A485464 J42145F KW FLOOR 5 1 (optional) Builders First ource, Jacksonville,FL., MiTek Indu4tr2e In6R1 s Oct 1/ 2001 MiTek Industries, Inc. Wed Apr 02 09:47:59 2003 Page 1 Scale = 1:13.6 1x3 II 1x3 II 1x3 II 1x3 II 1x3 II 3x6 = A 3x6 - B C D E F G -:I Li — e ✓ .:�}:.:....::.: ?..i.:f•::.::�:?..x?:,;}f•,..�.•r.{ : :/.•.::::::.:••:::»?}}/r:in} /}. �:}.:::..o:.:??::.:::::::a :r.•:r.:•. :::c{..;: .., .../y. {r,.,:•...!.•:::::.:.?:.; :Y..?+r.::: ..:. .S} /. ..�}. : :.t�}�:/... .:}�''.'i:::i::::,/.fi:•::?�.:;?..:.'•:•::a r,•::::{{,/.•:../r:Yf}:::f?p;;•.:<? {>::; .�.:..: r..£:.:•:.'.:•<::/:.rr:.•Irl:.}•.?�/.,;.�• ::i!.:?•::•:nr./:/};�•}•}:}::.:: t}:??...;;•�•,;•:.r::::}. :...?.:... �. .� ?.:.yS;.'•:' r./.•.•:: ..... 3x4 II 3x4 = 1x3 II 1x3 II 1x3 II 3x4 — 3x4 II 8-0-0 I 8-0-0 Plate Offsets(X,Y): (N:Edge,0-1-8) LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 43 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 8-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) N=62/8-0-0, H=62/8-0-0, L=120/8-0-0, K=158/8-0-0,J=120/8-0-0, M=165/8-0-0, 1=165/8-0-0 FORCES (Ib) - First Load Case Only TOP CHORD A-N=-56, G-H=-56, A-B=3, B-C=3, C-D=3, D-E=3, E-F=3, F-G=3 BOT CHORD M-N=-0, L-M=-3, K-L=-3, J-K=-3, 1-J=-3, H-I=0 WEBS C-L=-109, D-K=-143, E-J=-109, B-M=-148, A-M=-4, F-1=-148, G-I=-4 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. ,,tt+ad=tontisPtu/ra 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d .e„AC A vq��y nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ? +t ;- 4. LOAD CASE(S) Standard ~`� 4 Ott. 'A^r" 11 * I! ;7 ilil `': isA"-V ' A OF } rr`q#.E:gp<0,.t' April 2,2003 B01 1p (A) (474 `ha`ux`"`n" 2 Pcs of 1 3/4" x 16" 1.7E TimberStrand® LSL TJ-Beam(TM)6.05 Serial Number: User:1 4/2/03 8:56:21 AM Page . Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 14 0, 11' Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 0.0 113.0 0 To 11' Adds To WALL ABOVE Uniform(plf) Roof(1.25) 104.2 39.4 0 To 11' Adds To GABLE LOAD SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other • Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 793/1019/0/1812 L1:Blocking 1 Ply 1 3/4"1.7E TimberStrand®LSL 2 Stud wall 3.50" 3.50" 793/1019/0/1812 L1:Blocking 1 Ply 1 3/4"1.7E TimberStrand®LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 1757 -1277 18667 Passed(7%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 4686 4686 39388 Passed(12%) MID Span 1 under Roof loading Live Load Defl(in) 0.026 0.356 Passed(L/999+) MID Span 1 under Roof loading Total Load Defl(in) 0.059 0.533 Passed(U999+) MID Span 1 under Roof loading -Deflection Criteria:MINIMUM(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: J42145f JOHN BENZ BUILDERS FIRSTSOURCE 6550 ROOSEVELT BLVD. JACKSONVILLE,FLORIDA Phone:904.772.6100 Fax :904.772.1973 Copyright e 2002 by Trus Joist, a Weyerhaeuser Business TimberStrand0 is a registered trademark of Trus Joist. T,\Mitek42\mitek\Jobs\J42\J42145F\B01.sms 4TH- er �•i B01 "`"Y :a�`° `"`s`" TJ-Beam(TM)6.05 Serial Number: 2 Pcs of 1 3/4" x 16" 1.7E TimberStrand® LSL User:1 4/2/03 8:56:24 AM Page2 Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 10' 8.00" Max. Vertical Reaction Total (lbs) 1812 1812 Max. Vertical Reaction Live (lbs) 793 793 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 873 -873 Max Shear (lbs) 1202 -1202 Member Reaction (lbs) 1202 1202 Support Reaction (lbs) 1239 1239 Moment (Ft-Lbs) 3204 Live Deflection (in) 0.007 Total Deflection (in) 0.040 Loading on all spans, LDF = 1.25 , Dead + Floor + Roof Design Shear (lbs) 1277 -1277 Max Shear (lbs) 1757 -1757 Member Reaction (lbs) 1757 1757 Support Reaction (lbs) 1812 1812 Moment (Ft-Lbs) 4686 Live Deflection (in) 0.026 Total Deflection (in) 0.059 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 718 -718 Max Shear (lbs) 988 -988 Member Reaction (lbs) 988 988 Support Reaction (lbs) 1019 1019 Moment (Ft-Lbs) 2635 PROJECT INFORMATION: OPERATOR INFORMATION: J42145f JOHN BENZ BUILDERS FIRSTSOURCE 6550 ROOSEVELT BLVD. JACKSONVILLE, FLORIDA Phone:904.772.6100 Fax :904.772.1973 Copyright ° 2002 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. T:\Mitek42\mitek\Sobs\J42\J42145F\a0l.sms z 60, _c /-, yam;; s /,,,, /7 Ad03 311J -- /-___2z./d ,. . ........________. _ _..„, ),,,_,_, ,p • • , .. -.... . . . • r, .., „. ,�. fL -d Q fi -- . "a��q� • // ., i 6/°/51 ' ti " • // d r . ) ,00) ,,.. ,", , , .L. , , "' Ad03 j _ • 7 . /c%M ?/1,�vQ ,ySir9 .i�n''t/ �� 9 Wig.// 'r do • / i --„z Q -C fa . /_7.? /n7 . . ,. . , .. . . .. , ,; ,. . .. ,..: . ,...• ,. .., , . . ,,, . „.. , . ,. .. . , f : . • ' ' 'i ' .• ''' .: :.. '', 'Ad03 31� s / ;a f i REVISIONS 1 (/J I V , ( LP / / ZONE REV DESCRIPTION DATE APPROVED 0 PROTECT ALL DRAINAGE STRUCTURES WITH EROSION & SEDIMENT CONTROL _ ® r : 1101101e111111rlii: \ N '-------- ---"--. _., . '71....r . c:A: - es _ms, 1 -..,-.,.,-, ., r4011111.1131 1 ,-,-cf. 4144N ,.. , ,,,, . - , \ SILT FENCE SILT FENCE PROTECTION \°\k‘ AROUND DITCH BOTTOM TYPE III OR TYPE IV TYPE III OR TYPE IV / SILT FLOW ' SILT FLOW -0k-- + .� *ft' TYPE IV SILT FENCE TYPE III SILT FENCE NOTE: SPACING FOR TYPE III AND TYPE IV TO BE IN ACCORDANCE WITH CHART I. DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. SLOPE DRAIN APPLICATIONS N.T.S. ER❑SI❑N & SEDIMENT CONTROL OF _- tEA w...a 4K At .GPI nOCM MA 101-1,11.444 SIZE FSCM NO. DWG NO. REV SCALE NTS SHEET 1 ❑E 2 REVISIONS ( l 1`� e ZONE REV DESCRIPTION DATE APPROVED TYPE A OR B FENCE - ' LOOSE SOIL PLACED BY SHOVEL AND NOTE BALES TO BE STAKED AT THE UGHTLY COMPACTED ALONG UPSTREAM DIRECTION OF THE ENGINEER. FACE OF BALES. BALES BACKED BY FENCE N.T.S. _ 6.-0" MAX. I POST (OPTIONS: 2" x 4" --�111.1IN ?TER 2 1/1.33 LBS/2" MIN. DIA.FT. MIN.)WOOD; S 3'-0" RUNOFF o 4" MIN. b. `• 1 PVC P NYLON REINFORCED FABRIC (300 PSI TEST) z � li I I 6" MIN SIDE VIEW FRONT VIEW STAKED TURBIDITY BARRIER N.T.S. ER❑SI❑N & SEDIMENT C❑NTRIL CiTY:f SIZE FSCM NO. DWG NO. E R- 01 REV SCALE N T S SHEET 2 _E 2 1 ra CITY OF ATLANTIC BEACH J J 800 SEMINOLE ROAD - ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 04-00028506 Date 1/27/05 Property Address 66 W 14TH ST Tenant nbr, name NEW DPLX 640RAD/1655SCHG Application description . . TWO FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 109357 Owner Contractor R/E HOME INVESTORS SMALLWOOD CONSTRUCTION INC. 5151 SUNBEAM RD # 3 5151 SUNBEAM RD 3 JACKSONVILLE FL 32257 JACKSONVILLE FL 32257 (904) 730-2053 (904) 744-3353 Permit W/W/0 PLUMBING PERMIT Additional desc . Sub Contractor . EDWARD WINTERS CLASSIC PLUMBIN Permit Fee . . . 210 . 00 Plan Check Fee . . . 00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 210 . 00 210 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 210 . 00 210 . 00 . 00 . 00 1 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODE IN 41,0AN‘w Cw • #4,LP6k BUILDING OFFICIAL ify-Jr'JS � CITY OF ATLANTIC BEACH tf1 PLUMBING PERMIT APPLICATION 34 Date: /4 7/0j- Property /ox Property Address: / 'f t Y Owner: X/(//c m-( t/L S rif/tf Telephone#: 736 a a)3 Contractors_ /Altrf(Air/ L Cf Telephone#: 7J) Afl y Contractor Address: 5l5/flf, je 9ly 1 /O 3 I Fax#: 7:Jo %' 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: O Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers / Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters I0 Other Fees Permit Issuing Fee: $35.00 Total Fixtures: l0 X$7.00 + $35.00= 9 0.40). 66 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800• Fax: (904) 247-5845• http://www.ci.atlantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 CERTIFICATE OF OCCUPANCY PERMANENT Issue Date 3/23/05 Parcel Number - - - Property Address . . 66 W 14TH ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . TO BE UPDATED Owner R/E HOME INVESTORS Contractor SMALLWOOD CONSTRUCTION INC. 904 744-3353 Application number . . 04-00028506 000 000 Description of Work . . TWO FAMILY RESIDENCE Construction type . . . Occupancy type . . . Flood Zone Approved Q t,-.., C . )- Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: - ZL- OS Contractor Name: S --t. ALL_.L 060 Cn%Jcmct Permit#: Z E 5o < Property Address: (o(v () - ti-n-E j Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: I Single-Family Residence 1 Commercial [E] Other: Lowest Floor Elevation: 61 i Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. -- Public Works Z 1 - - / - b p Public Utilities C\_AVVCArste4 cti-,t-tc ��, of Planning Dept. 3 3 - 3 - 2 r Building Dept. - 33 - 3 - 23 - Final Survey with FFE rg/ Yes ❑ No All Re-Inspect Fees Paid [LK Yes fl No Schlueter, Jennifer From: Kaluzniak, Donna Sent: Thursday, February 24, 2005 4:38 PM To: Schlueter, Jennifer Cc: Walker, Chris Subject: RE: Final for CO Jenny, we gave him the OK here. He needs a sewer cleanout, but we did not have it in our permit comments, so will not hold up his CO. In fairness, we should do the same for the properties we were holding on W. 14th, and on Seminole. We will be more careful on our permit comments in the future-- I just thought it was standard practice to put a cleanout at the property line when building a home. -Donna From: Schlueter,Jennifer Sent: Wednesday, February 23, 2005 4:48 PM To: Kaluzniak, Donna; Carper, Rick Cc: Deming,James; Nodine, Phil Subject: Final for CO Hello, Scott Barnette, contractor, called in for his final/drainage inspections for the CO at 1065 Ocean Blvd, Permit#04-28447, his phone number is 591-2450. Thanks, Jenny IpCµq.A•,::rvn.nz l rr,:�WT%$frw::•,•..vn. V�.•..•••:W S�..JX..:Q'wsx lc.+.+<••pR v.ae�c..�r•,.:a--a+ss'.✓'P'`A+��M.w�is,rr.:1NMER.F-rr+--•'�:n-;v:•..,vr.+w+Nss`+rr +'M4 +IN+-atSD.�n'7Ma•.+•. V ,W a. r. . ....:aur..;�. .. ,.r•k n.w,.uv.��,..,, f1+7 t;n r .. :ic?9 ZQr 9'1 'C'} lk i3 Q +si 11E n d! P ff.Tin:.31 2 , '- • ;.5._,r • • J ..r jr• 4 'L.' ' . ); . :.1 • • • • • • c3.. Schlueter, Jennifer From: Kaluzniak, Donna Sent: Wednesday, February 23, 2005 9:16 AM To: Schlueter, Jennifer Cc: Walker, Chris Subject: C.O.s Jenny, FYI, Chris said that they still have not installed their sewer cleanouts at: 66-68-70-72 W. 14th. And still have not installed the RT1 box over the cleanout at: 2377-2379 Seminole Road. -Donna Donna Kaluzniak Utility Director 1200 Sandpiper Lane Atlantic Beach, FL 32233 PH: 904-247-5834 FAX: 904-247-5843 dkaluzniak@coab.us Schlueter, Jennifer From: Kaluzniak, Donna Sent: Tuesday, February 01, 2005 5:14 PM To: Schlueter, Jennifer Cc: Walker, Chris Subject: FW: Hydrant flow testing Jenny, no CO approval on W. 14th addresses until the sewer cleanouts are installed. Chris, did you notify anyone at the locations? From: Walker,Chris Sent: Tuesday, February 01, 2005 3:45 PM To: Kaluzniak, Donna Subject: RE: Hydrant flow testing The hydrant at Ahern and Beach is good and we did find a closed valve at 1730 PTE so that one is good also but I will check it out. I went by and checked the 4 address's you sent me for c/o's 66,68,70,72 W 14th Street. None of them had clean outs on the sewer laterals nor did they have the RT-1 sewer clean out boxes on the clean outs. Original Message From: Kaluzniak, Donna Sent: Tuesday, February 01, 2005 1:27 PM To: Walker,Chris Subject: Hydrant flow testing Chris, your guys flowed a number of hydrants in 2003. I am going to provide a copy of that info. to the ISO inspector during our meeting. One of the hydrants flowed very slow--1703 Park Terrace East. Could you re-check, making sure all there aren't any closed valves or anything? Also the one at Ahern and Beach, and check valves? Can you have them check these by next week? The ISO inspection is supposed to be shortly after Super Bowl. Thanks, Donna Donna Kaluzniak Utility Director 1200 Sandpiper Lane Atlantic Beach, FL 32233 PH: 904-247-5834 FAX: 904-247-5843 dkaluzniak@coab.us 1 MAP OF SURVEY " BOUNDARY " DESCRIPTION: THE EAST 31. 25' FEET OF THE WEST 43. 75' FEET LOT 2 IN BLOCK 56 OF " SECTION "H" ATLANTIC BEACH" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 18 PAGE 34 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. \ \ \ S.I.R.C. T 617* .k� / \-r Rik Cq7 4i9,---- -.50-.---7,_ 2- M M tio . •. • ./ . . b *11 / ; /e3, . ' / .. _ti S.LR.C. a:; / ' s. 'IP ,.-'',. */ "tip o/JJ it p c ./ .111 / A/Cl /g�' ,; k / R .-13.4..t A* 03 CONC. PATI? /t. t�j s 1.5<7 / 434,',• 4,5.1 tea; ,� / CONE. PATIO ST 3J.as. S.I.R.C. �., ZO �47� T S.I.R.C. ril CERTIFIED TO AND FOR THE EXCLUSIVE BENEFIT OF: CHARLES RUSSO SUNSHINE TITLE CORPORATION FIRST AMERICAN TITLE INSURANCE COMPANY ADDRESS: 70 NEST 14TH STREET N SURVEY NOTES: I HEREBY CERTIFY THAT THE MAP OF SURVEY SHOWN HEREON IS IN ACCORDANCE WITH THE TECHNICAL 0BEARINGS ARE BASED ON THE NEST LINE OF LOT 2, BLOCK 56 STANDARDS AS SET FORTH BY THE BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, n BEING N 20' 13 00 E ( ASSUMED ) FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION m UNDERGROUND UTILITIES. FOUNDATIONS OR OTHER SCALE: 1 " = 30' 472.02,. FLORIDA STATUTES. v STRUCTURES WERE NOT LOCATED BY THIS SURVEY. CT� ' ACCORDING TO THE FEDERAL EMERGENY MANAGEMENT ANTHONY P. 0'N Ei(_ NO.5 4 n AGENCY FIRM MAP PANEL NO. 120075 0001 D. EFFECTIVE 8/15/89, FLORIDA REGISTERED LAND SURVEYOR AND MAPPER. NOT e THE PROPERTY DESCRIBED HEREON LIES IN ZONE X . VALID WITHOUT THE SIGNATURE & THE ORIGINAL RAISED F SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. i .o, I • //FCM - FOUND CONCRETE MONVMENT C.M. - CONCRETE MONUMENT 0 - DELTA OP CENTRAL ANGLE FEN - FENCE DHE -OVERHEAD ELECTRIC F.I.R.C. - FOUND IRON ROD AND CAP P.T. - POINT OF TANGENCY P.I. - POINT OF INTERSECTION CLR - CLEAR C.L.F.-CHAIN LINK FENCE LL F.I.R. - FOUND IRON ROO P.C. - POINT OF CURVATURE A/C - AIR CONDITIONING UNIT FMO - FOUND M.F. -MOOD FENCE F.I.P. - FOUND IRON PIPE U.E. - UTITLITY EASEMENT R - RADIUS (P) - PLAT E S.I.R.C. - SET IRON ROD AND CAP D.E. - DRAINAGE EASEMENT L - ARC LENGTH EL - ELEVATION C.B.- CHORD BEARING U F N60 - FOUND NAIL AND DISK C 6 6 - CURB 6 GUTTER NTS - NOT TO SCALE CONC.- CONCRETE CO- CHORD DISTANCE o'�(N) - FIELD MEASUREMENT R/M - RIGHT OF MAY (P) - PROPOSED ESMT - EASEMENT o (C) - CALCULATED MEASUREMENT C/L - CENTERLINE (E) - EXISTING COR - CORNER L r PREPARATION DATE I FIRST COAST LAND ` pRDER NOT IN 439MATION w PLOT PLAN z BOUNDARY 3-2-05 SURVEYING, INC. DRAWN BY: tnp -Jw FORMBOARD REVIEWED BY: TPO 1660-8 LANE AVEUE SOUTH, JACKSONVILLE, FL. 32210 FOUNDATION PHONE (904) 779-2062 FAX (904) 779-7784 \UNAL \ CERTIFICATE NO. LB 7261 J