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72 17th St (vault) PERMIT WORKSHEET Certificate of Occupancy Job Address: 72— Type Work: �/5' Property Owner: AI Phone # Contractor: Phone # � /• ///.ate Permit#: Date Issued: 207 Building Inspections: Footing Z �• o G Slab 0 Tie Beam Lintel Nailing / Sheathing i (,q- Framing pFraming / Cover Up Insulation Final Building Tree Permit# YES NO Electrical Permit# / �2�0 Date / Copy to JEA Temp, Pole Permit# l,O10 Date / Copy to Q � - 3z�a 6 3 .1JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric Released toJEA Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit# Inspections: Rough Final --� Plumbing Permit# TiL Inspections: Rough / Underslab / Topout Water/ Sewer Final Drainage Inspection: �— Pool Permit# Inspections: Steel Final GroundingEEEEI Final Roofing Permit# Inspections: Nailing / Sheathing (p•30Final Fire Inspection: Failed Inspections: Date Paid: Date Paid: CITY OF ATLANTIC BEACH r J 800 SEMINOLE ROAD s) ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000665 Date 5/19/09 Property Address . . . . . . 72 17TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 70000 ---------------------------------------------------------------------------- Application desc finish new construction ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ REED BROTHERS CUSTOM HOMES & REMODELING INC 11700 PHILLIPS HWY JACKSONVILLE FL 32256 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 340 . 00 Plan Check Fee 170 . 00 J Issue Date . . . . Valuation . . . . 70000 Expiration Date . . 11/15/09 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 340 . 00 340 . 00 . 00 . 00 Plan Check Total 170 . 00 170 . 00 . 00 . 00 Grand Total 510 . 00 510 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. KILLIAN GENERAL CONTRACTORS INC. Mike Griffin City of Atlantic Beach, Building official 800 Seminole Rd. f Atlantic Beach, F132202 Mr. Griffin, March 30, 2009 I am requesting the city cancel my permit#06-00032077 & #06-00032078. The property is owned by Hong Tu a person that is out of the country. Mrs. Tu's project has been delayed for a variety of reasons including a finish schedule & financing. My company, DS Killian General Contractors, will be closing @ the end of the month and can no longer maintain the property or insurance requirements. Please cancel my permit ASAP. The homeowner plans to find another contractor to finish the projects when he is in town. Thank you for your help. Sincerely, David S. Killian, Pres. 7 4-k 54-- DS Killian General Contractors Inc. D L — 3 u-7-7 6973 Highway Ave, Suite 108 D G . 3-4 v 7 8 -7-,PL- 7-// S Jacksonville, F132254 6973 Highway Ave. Ste.108 * Jacksonville, F132254 * Phone (904) 695-2422 Fax (904) 695-2102 * WWW.DSKGC.COM NOTICE OF COMMENCEMENT State of 1 0 f( CY Gx. Tax Folio No. 13'7 0000 County of LAV To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: )5 - (9 a, N ' a - a C/ D 3 Oce6U1 C-7 co uP- Uv,& N o I si D P r L-cif 7 t-at R #3 U I- Address of property being improved: a 11� e d 1" 4L n�& RP a ck Fl- �a a 3 3 General description of improvements: t A ++1 d De U-2 Si-C� 1 C Tei M;1.e r�e S i den C-f Owner: Address: 5001 Ve r e06 I/)+" 14JI �a�Ksuntall F1 Owner's interest in site of the improvement: Se(T 3ZZCTj Fee Simple Titleholder(if other than owner): Name: ,, // Contractor:b k i t h i Cc./\ ;;`1 e Tl C 6 Ora-of a-' T n c Address: `'3 L I I S I"\ce t a D I Tay Telephone No.: (09s- a Lia l Fax No: V?5- a O a Surety(if any) Address: Amount of Bond$ �V Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Floida Statues. (Fill in a Owner's option) Name: Tr'i K I k - at.n ---- 3o - S Address. Fi� ( �.5 �- Telephone No: 1 q S - Z g a a- Fax No: lob-s-- Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: ' 1763, Before me this�_day of pU b in the Co my of uval,State Doc#2006041052,OR BK 13051 PageOf Florida,has personally appeared Number Pages:l at 0212 PM, Notary Public at Large,State of Florida, o IIEKI ODOM My commission expires- "��Y"�'� Filed&Recorded 02103/2006 � JIM FULLER CLERK CIRCUIT COURT DUVAL COUNT`( Personally Known: 2009 RECORDING$10.00 Produced Identification: � ' Bonded Nelonel Aeon. Y CITE' OF ATLANTIC BEACH PLIC WORKS DEPARTMENT 1 r} 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application ## r)� Property Address: Applicant: l l l Q,lit Vl�r l� 1 l ,b OL Project: ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: 1 COMMENT 3/1/06 -- Overflow pipe must tap in at catch basin either add catch basin or run pipe to existing basin at 76 17th Street (in right-of-way) ; ensure gravity flow. Modify gradin plan to increase area draining to on-site retention. Gutters on house to be piped into retention areaa (as shown on original submittal) . Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904)247-5834. Reviewed c arper, P.E., Public Works Director Date 221 Signature Contractor Notified Date rn-W 3I3 CITY OF ATLAlV'TIC BEACH PIT�LIC WORKS DEPARTMENT v�r; 1200 Sandpiper Lane Atlantic Beach,Florida 32233 904 247-5834 f` (904)247-5843 Fax www.coab.us PLAN REVIEW COMMITS Permit Application # Property Address: -Cf- 4 Applicant: l�-� t�.i I I i ��Q.I C' ►tib��+d f�- Project: 1 0r-yt 1 e ❑ Your application is approved as noted by the Public Works Department. Final application approval must coarse from the Building Department. ❑ Your permit application has been reviewed by the Public Works Department and the following items need attention: a GS caz2�cJ- �25r U G G VeGw�� y ( 7J 0 Cf C ccs � 2 C1le (� IT N � oZ JV%J L4. /l/S r/o&c,LY►. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904) 247-5834. Reviewed by Rick Carper, P.E., Public Works Director Date Signature Contractor Notified Date CITY OF ATLANTIC BEACH Y _ ,. PUBLRC WORKS JDEIPARTME T — 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax 7-E C ww.coab.us :- aN w FEB 0 3 200E MAN VREW CCOI�`��'f[I�I`�75 Pervnilt Ap>Ipikation # L(2� &0d0V L� Property Address: ---7- 11) Applicant: Project: ►y l �� - Your application is approved as noted by the Public Works Department. nr�afl appigcaden approvaR must come from the nufl&ng Depoutment':. Your permit application has been reviewed by the Public Works Department and the following items need attention: RESUBMITTAL 2/7/06 -- 1) Drainage plan shows runoff flowing to street - no path way for water to reach rear retention area. Sheet A-1 shows downspout piping, but pipe not shown leading to retention area. 2) Retention calculations for pipe gravel incorrect . PWD calculations for combined system = 3 . 86 CF LF X 90 LF = 346 CF. 709 F total provided. 876required. 3) 1 . 5 ' deep hole in front of house is not maintainable. 4) Insufficient cover to install perc pipe and inlets per plan. Lot elevation avg. approx. 10 . 2 . Flowlines 9 . 0 to . 7 . Flowlines + 12" pipe + 12" cover yields lot elevation 11 . 0 to 11 . 7 required. Drainage plan will not work with top of bank at 10 ' 6" . 5) Revocable Enchroachment Permit submitted. Right-of-way Permit still required. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904) 247-5834. Review d b ick Carper, P.F., Public Works Director Date 2?; X 7 Q Signature Contractor Notified Date q5-��o� CITY OF ATLANTIC BEACH ti PUBLIC W(DRKS DEPARTMENT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax `� 2 www.coab.us MAN REWEW (C(DMM1ZN7S PerMit AppficatiOD Property Address: Applicant: Project: w u Your application is approved as noted by the Public Works Department. nna�H applicadelm approwa9 must come from the Banding Dep2irtment. o Your permit application has been reviewed by the Public Works Department and the following items need attention: Silt fencing around both lots will work as long as neither one gets a C.O. first . Will have to get C.O. at same time or put silt fencing up between the two homes . Sediment protection required for inlet in 17th Street right-of-way. Grading plan required showing retention basin overflow can reach inlet in right-of-way (minimum 0 . 5% slope) . On site retention calculations required. How is existing impervious to be shared between lots? Retention volume calculation incorrect -- width 24 ' used for top of bank. Plan shows 20 ' . Right of Way and Revocable Encroachment Permits required for pavers in right-of-way. per Lane, Please submit these requirementserothe t at we eublan Worapprove your a PPlication If your have any Atlantic Beach, FL 32233 m or questions, please call (904) 247•.5834. Review ick Carper, P.I., Public Works Director Date Signature Contractor Notified Date 24 06 10:20a DS KILLIAN GEN UUN I RAU I U VU4-eyo-z 1 UZ P. C •.t itJt/jV CITY OF ATLANTIC ,,.-,,,ri CITY OF ATLANTIC BEACH BUI JAN 2 4 2006 BUILDING PERMIT APPLICATION ff` (New/Residential & Commercial) RY• Date: Job Address: &tY-e_e_t �v.�i t. 6c4d t5L-. 3 as 13 Owner`s dame: Address: 00'� Ikuv eo,ri4 PQ. -Sf,4 R-. 33-10-2 Phone: Q{7 y- 509- 8+f70 Legal Description: Block Number: Lot Number: Zoning District: Contractor:15 ki 1 �a_n State License Dumber: CGC 150,4(,S(p Address: 'Y30 611 1 & Rd. S. .�L -a0 i Phone: C}Oy- ;L(0-� City: ,A 11-t . State: Ft- Zip: 3aa99' Fax: %4-0,�_— -)J DX Describe proposed use and work to be done: CrMQfy- x tin 6-F (VA)o Sim_ 1 - "mm_ye Present use of land or building(s): e X Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required?& If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material,addition of 5%or more to the original impervious area or the removal of any trees? 0J4q6.__ Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑NO Applicant certifies that no trees will be removed for this project. / 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. Predure: 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 pic-construction or post-construction topographical surrey 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/Contactor 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.atiantic-beack.n.us Page 2 Revised 8!04 24 06 10,2Ua U5 KILLIAN ULN UUN I KAU I U ZVU•+-vy:rc IUe N•� In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale or drawings should be sufficient to depict all required information in a clear and Iegible manner. I. 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. ldentify 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. .Address and contact information of person to receive all correspondence regarding this application(please print). Name: vQ.y 1Gi �. V�. ( �t an Mailing Address: `J 30 01,*.S Rj• e aD 1 Telephone:©Its- logs - 'IL - Fax: 01014-64 V- ';W o ;'- E-Mail: DSWG C P 6- I t iovA I hereby certify that I have read and examined this application and attached documentation 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 docs not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: Date: JV AS TO OWNER: Sworn to and subscribed before me this 5 day of J ev-'t,'J'� zoo State of Florida,County of Duval Notary's Signature: M Y o� HE IDI L DOOM =: Notary Public State of personally known =My CommissionE:Bres ,2009 ❑ produced identification ` Comrntssron 0 D Bonded By Na Notary Type of identification produced I/ S_/ 0(1 Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of�Q.VL(.rLt it >20-P.6, State of Florida,County of Duval Notary's Signature: .�� oC- ,,.. HWI L.000tH �7p�-94kolfloddft jr+ Persottallyknown ;. Comirission EXOM SW 27, 20D9 ❑ Produced identification CommismW X 00 476634 Type of identification produced a BMW Nmft*Nof y Marr. 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 • http:/Iwww.ei.atlantic-beach.fl.us Page 3 Revised 8104 RECEIVED CI B I DING&ZQ NNG� Residential System Suing R y Summary Project Title: ByClass 3 Rating David Killian Killian Registration No. 0 7217th St. Climate: North Atlantic Beach, FL 32233-0000 3/28/2006 Location for weather data: Jacksonville -Defaults: Latitude(30) Altitude(26 ft-) Temp Range(M) Humid' data: Interior RH 50% Outdoor wet bulb 77F Humid' difference 5 r• 93 F Winter design temperature 32 F Summer design temperature 75 F Winter setpoint 70 F Summer setpoint 18 F Winter tem re difference 38 F Summer tem rature difference 28108 t3tuh Total heating load calculation 36628 Btuh Total coolingtoad calculation %of calc Btuh Submitted heating capacity %of car: DuAl Submitted cooling Capacity 129.8 27600 Total(Electric Heat Pump) 90.6 33200 Sensible(SHR=0.75) 134.3 9200 Heat Pump+Auxiliary(3.OkW) 118.6 43439 Latent Total Electric Heat Pum WINTER CALCULATIONS Winter Head 1 Load for 2953 mw"7T > Load corn nent Low Window total 489 sqft 7434 Btuh Wall total 3505 sgft 10117 Btuh Door total i47 sgft 1955 Btuh Ceiling total 1887 sqft 3431 Btuh Floor total See detail report 7372 Btuh Infiltration 151 dm 6319 Btuh Duct loss 0 Btuh Subtotal 36628 Btuh Ventilation 0 cfm 0 Btuh �pfol Y E D TOTAL HEAT LOSS 36628 Btuh CITY OF ATLANTIC BEACH BUILDING OWCE SUMMER CALCULATIONS g 2006 Summer Coolin Load for 2963 �C I rWall component rq7 w total 489 tuh tal 3505 tuh147 tuhotal Ceiling total 1887 tuh Floor totaltuh Infiltration 151 tuh Internal gain tuh Duct gain 0 Btuh Sens.Ventilation 0 cfm 0 Btuh Total sensible gain 21260 Btuh Latent gain(ducts) 0 Btuh Latent gain(infittration) 5448 Btuh Latent gain(ventilation) 0 Btuh 1400 Btuh Latent gain(intematloccupants/other) 6848 Btuh Total latent gain TOTAL HEAT GAIN 28108 Btuh ' EnergyGauge® ys�2m S PREPARED_ B �- 7 tu'k4 For Florida residences only DATE: "[� ZT��• EnergyGauge® FLRIPB v4.21 Residential Window Diversity Detailed Project Title: Class 3 Rating David Killian Killian Registration No. 0 7217th Climate: North Atlantic Beach, FL 32233-0000 3/28/2006 Weather data for. Jacksonville -Defaults 93 F Average window load for July 13801 Btu Summer design temperature peak window load for July 18053 Btu Summer setpoint 75 F Summer temperature difference 18 F Excusion limit(130%of Ave.) 17941 Btu Latitude 30 North Window excursion Jui None WINDOW Average and Peak Loads 1 it for excursio 1=00101 7 .00 __--- 16000.00 15000.00 __ . 140M.00. 12 Hour Avera e y 13000.E i ` 10.00 f f 11000.00 ff� 0 10000.00 � 9000.00 � +4''r r• y4 �� •`i ��1 5�yM�y� 7lJW.00 t --------------------------------------- 2000-00 ___"- ---------------------'-"----2000 00 1000.00 - - 0.00a.m. 10 12 2 p.m- 4 p.m. 6 P.M. 8 p.m. 8 a.m. July Window Total ---- July Radiation July Conduction October Window Total October Radiation October Conduction EnergyGauge® 9 11 PREPARED BY: DATE: EnergyGauge® FLRIPB v4.21 Calculations - WinterCalc System Sizing Room Component Details Residential Load - Room by Class 3 Rating Project Title: Registration No. 0 David Killian Killian Climate: North 72 17th St. Atlantic Beach, FL 32233-0000 3/28/2006 Reference City: Jacksonville (Defaults) Winter Temperature Difference: 38.0 F emponent Loads for Zone#1: 1st Floor HTM= Load Orientation Areas ft X 15 2 821 Btuh Window Panes/SHGC/Frame/U W 54.0 365 Btuh 1 2, SHG =0A TIM, 0.40 S 24.0 15.2 15.2 547 Btuh 2 21 SHGC=0.40,TIM, 0.40 36.0 547 Btuh 3 2, SHGC=0.40,TIM, 0.40 S 36.0 15.2 126 Btuh 4 2, SHGC=0.40, TIM, 0.40 E 8.3 15.2 608 Btuh 5 2, SHGC=0.40, TIM, 0.40 E.I 40.0 15.2 3014 Btuh 6 2, SHGC=0.40, TIM, 0.40 198 s ft Load Window Total Area X HTM= 462 Btuh R-Value 2 9 Walls Type 20 0 160 2800 Btuh 1 Frame -Wood -Adj(0.08) 970 2.9 20.0 3262 Btuh 2 Frame-Wood - Ext(0.08) 1130 Load Wall Total Area X HTM= 279 Btuh Doors Type 21 13.3 266 Btuh 1 Insulated -Adjacent 20 13.3 13.3 319 Btuh 2 Insulated -Exterior 24 865Btuh 3 Insulated - Exterior 65 Load Size Door Total X HTM= R-Value 0 ft 44.8 6771 Btuh 1. ) Floors Type 0 15 (P 6771 Btuh 1 Slab On Grade 151 Floor Total 13811 Btuh Zone Envelope Subtotal: ACH X Volume(cuft)walls(sgft) CFM= Infiltration Type 0.25 11490 1130 48.8 2037 Btuh Natural sealed, Supply(R6.0-Cond.), Return(R6.0-Cond)(DLM of 0.000) 0 Btuh Ductload Notably Sensible Zone Subtotal 15948 Btuh Zone 0 Pagel EnergyGauge® FLR1P6 v4.21 Manual J Winter Calculations Residential Load - Component Details (continued)SS 3 Rating Project Title: Registration No. 0 David Killian Killian Climate: North 72 17th St. Atlantic Beach, FL 32233-0000 3/28/2006 omponent Loads for Zone#2: 2nd Floor Load Orientation Area s ft X HTM= 254 Btuh Window Panes/SHGC/Frame/U W 16.7 15.2 2 2, SHGC=0.40, TIM, 0.40 18 0 15.2 274 Btuh 3 2, SHGC=0.40, TIM, 0.40 W 30.0 15.2 456 Btuh 4 2, SHGC=0.40, TIM, 0.40 W 8 3 15.2 126 Btuh 2, SHGC=0.40, TIM, 0.40 S 15.2 365 Btuh 5 S 24.0 1642 Btuh 6 2, SHGC=0.40, TIM, 0.40 108.0 15.2 7 2, SHGC=0.40, TIM, 0.40 E E 8.3 15.2 126 Btuh 3242 Btuh g 2, SHGC=0.40, TIM, 0.40 Area 213 X s ft Load Window Total HTM= R-Value 2 9 5677 Btuh Walls Type 20.0 1967 5677 Btuh 1 Frame -Wood - Ext(0.08) 1967 Wall Total HTM= Load Area X 213 Btuh Doors Type 16 13.3 1 Insulated - Exterior 42 13.3 559 Btuh 2 Insulated -Exterior 24 13.3 319 Btuh 3 Insulated -Exterior 82 1091 Btuh Door Total HTM= Load Ceilings ype/Color/Surface R-Value 20 0 Area 130 X 1.8 236 Btuh T 1 Single AssemblyM/Othe) 20.0 1546 1.8 2811 Btuh 3047Btuh 2 Single Assembly/W/Meta) 1676 Load Size Ceilin Total X HTM= R-Value 601 Btuh 1 4 Floors Type 30 441.0 sgft 601 Btuh 1 Raised Wood -Adj 441 Floor Total Zone Envelope Subtotal: 13658 Btuh ACH X Volume(cuft)walls(sgft) CFM= 3545 Btuh Infiltration Type0.25 14499 1967 84.9 Natural Ductload Notably sealed, Supply(R6.0-Cond.), Return(R6.0-Cond)( DLM of 0.000) 0 Btuh Sensible Zone Subtotal 17203 Btuh Zone#2 Page 2 EnergyGauge® FLR1PB v4.21 Certificate of ARI-Certified Performance The following Single Phase, Split System: Heat Pump with Remote Outdoor Unit Air-Source Outdoor Unit Model Number. 4TWX6036131 combined with Indoor Unit Model Number. 4TEE3F40A1 manufactured by: THE TRANE COMPANY under the Trade/Brand Name: XI-16i Weathertron has been rated in accordance with ARI Standard 210/240-2005 Unitary Air-Conditioning and Air-Source Heat Pump Equipment and is certified by the Air-Conditioning and Refrigeration Institute to meet the following product performance ratings: Cooling Capacity(Btuh): 36800 SEER Rating(Cooling): 17.00 Heating Capacity(Btuh)@ 47 *F: 33200 Region IV HSPF Rating (Heating): 9.2 Heating Capacity(Btuh)@ 17'F: 22200 Voluntarily revised,unless accompanied with a WAS in which case the change is involuntary. ARI Reference#: 548659 yam _ Today's Date: 08/23106 & Active I Status: OFIED J. CERTIFIED RATINGS ARE VALID ONLY FOR THE PARTICULAR COMBINATION OF INDOOR AND OUTDOOR UNITS LISTED IN THE AIR-CONDITIONING AND REFRIGERATION INSTITUTE'S DIRECTORY OF CERTIFIED EQUIPMENT. VISIT WWW.ARIDIRECTORY.ORG TO VERIFY THAT THIS COMBINATION IS AN ACTIVE LISTING AND THE DATA LISTED ON THIS CERTIFICATE IS ACCURATE. SEARCH ON THE ARI REFERENCE#TO QUICKLY LOCATE THIS COMBINATION IN THE DIRECTORY, TERMS AND CONDITIONS This Certificate shall be used for individual,personal,and confidential reference purposes only,and may be used only pursuant to the terms and conditions listed.This Certificate and the contents hereof are proprietary products of ARI.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated;entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual,personal and confidential reference.Contained herein are product information and is certified ratings. ARI does not endorse the product(s)listed in this Certificate and makes no representabons,warranties or guarantees as to,and assumes no responsibif"for,the product(s)listed in this Certificate. ARI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data, listed in this Certificate. Manual J Winter Calculations Residential Load - Component Details (continued) David Killian Project Title: Class 3 Rating 7217th St. Killian Registration No. 0 Atlantic Beach, FL 32233-0000 Climate: North 3/28/2006 omponent Loads for Zone#3: 3rd Floor Window Panes/SHGC/Frame/U Orientation X HTM= Load 2 2, SHGC--0.40,TIM, 0.40 W 30.0 15.2 456 Btuh 3 2, SHGC=0.40,TIM, 0.40 W 7.5 15.2 114 Btuh 4 2, SHGC=0.40,TIM, 0.40 E 30.0 15.2 456 Btuh 5 2, SHGC=0.40,TIM, 0.40 E 10.0 15.2 152 Btuh Window Total 78(sqft 1178 Btuh Walls Type R Value Area X HTM= Load 1 Frame-Wood-Ext(0.08) 20.0 409 2.9 1179 Btuh Wall Total 409 1179 Btuh Ceilings Type/Color/Surface RValue Area X HTM= Load 1 Single Assembly/W/Meta) 20.0 211 1.8 384 Btuh Ceiling Total 211 384Btuh Zone Envelope Subtotal: 2741 Btuh Infiltration Type ACH X Volume(cuft)walls(sgft) CFM= Natural 0.25 1256 409 17.6 736 Btuh Ductload Notably sealed, Supply(R6.0-Cond.), Retum(R6.0-Cond)(DLM of 0.000) 0 Btuh Zone#3 Sensible Zone Subtotal 3477 Btuh HOLE HOUSE TOTALS Subtotal Sensible 36628 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 36628 Btuh Key:Window types(SHGC-Shading coefficient of glass as SHGC numerical value or as Gear or tint) (Frame types-metal,wood or insulated metal) (U-Window U-Factor or'DEF for default) (HTM-ManuaU Heat Transfer Multiplier) Key.Floor size(perimeter(p)for slab-on-grade or area for all other floor types) For Florida residences only EnergyGauge® FLR1 PB v4.21 Page 3 Manual J Winter Calculations Residential Load - Component Details (continued) David Killian Project Title: Class 3 Rating 72 17th St. Killian Registration No. 0 Atlantic Beach, FL 32233-0000 Climate: North 3/28/2006 �Wnpqnent Loads for Zone#2: 2nd Floor Window Panes/SHGC/Frame/U Orientation Area ft X HTM= Load 2 2, SHGC=0.40, TIM, 0.40 W 16.7 15.2 254 Btuh 3 2, SHGC=0.40, TIM, 0.40 W 18.0 15.2 274 Btuh 4 2, SHGC=0.40, TIM, 0.40 W 30.0 15.2 456 Btuh 5 2, SHGC=0.40, TIM, 0.40 S 8.3 152 126 Btuh 6 2, SHGC=0.40, TIM, 0.40 S 24.0 15.2 365 Btuh 7 2, SHGC=0.40, TIM, 0.40 E 108.0 15.2 1642 Btuh 8 2, SHGC=0.40, TIM, 0.40 E 8.3 15.2 126 Btuh Window Total 213 s ft 3242 Btuh Walls Type R-Value Area X HTM= Load 1 Frame-Wood- Ext(0.08) 20.0 1967 2.9 5677 Btuh Wall Total 1967 5677 Btuh Doors Type Area X HTM= Load 1 Insulated-Exterior 16 13.3 213 Btuh 2 Insulated -Exterior 42 13.3 559 Btuh 3 Insulated-Exterior 24 13.3 319 Btuh Door Total 82 1091 Btuh Ceilings Type/Color/Surface R-Value Area X HTM= Load 1 Single Assembly/W/Othe) 20.0 130 1.8 236 Btuh 2 Single Assembly/W/Meta) 20.0 1546 1.8 2811 Btuh Ceiling Total 1676 304713tuh Floors Type R-Value Size X HTM= Load 1 Raised Wood -Adj 30 441.0 sqft 1.4 601 Btuh Floor Total 441 601 Btuh Zone Envelope Subtotal: 13658 Btuh Infiltration Type ACH X Volume(cuft)walls(sgft) CFM= Natural 0.25 14499 1967 84.9 3545 Btuh Ductload Notably sealed, Supply(R6.0-Cond.), Return(R6.0-Cond)(DLM of 0.000) 0 Btuh Zone#2 Sensible Zone Subtotal 17203 Btuh EnergyGauge® FLR1 PB v4.21 Page 2 System Sizing Calculations - Winter Residential Load - Room by Room Component Details David Killian Project Title: Class 3 Rating 72 17th St. Killian Registration No. 0 Atlantic Beach, FL 32233-0000 Climate: North Reference City: Jacksonville (Defaults) Winter Temperature Difference: 38.0 F 3/28/2006 omponent Loads for Zone#1: 1st Floor Window Panes/SHGC/Frame/U Orientation Area s ft X HTM= Load 1 2, SHGC=0.4, TIM, 0.40 W 54.0 15.2 821 Btuh 2 2, SHGC=0.40, TIM, 0.40 S 24.0 15.2 365 Btuh 3 2, SHGC=0.40, TIM, 0.40 S 36.0 15.2 547 Btuh 4 2, SHGC=0.40, TIM, 0.40 E 36.0 15.2 547 Btuh 5 2, SHGC=0.40, TIM, 0.40 E 8.3 15.2 126 Btuh 6 2, SHGC=0.40, TIM, 0.40 N 40.0 15.2 608 Btuh Window Total 198 s ft 3014 Btuh Walls Type R-Value Area X HTM= Load 1 Frame-Wood-Adj(0.08) 20.0 160 2.9 462 Btuh 2 Frame-Wood -Ext(0.08) 20.0 970 2.9 2800 Btuh Wall Total 1130 3262 Btuh Doors Type Area X HTM= Load 1 Insulated -Adjacent 21 13.3 279 Btuh 2 Insulated - Exterior 20 13.3 266 Btuh 3 Insulated-Exterior 24 13.3 319 Btuh Door Total 65 8656tuh Floors Type R-Value Size X HTM= Load 1 Slab On Grade 0 151.0 ft(p) 44.8 6771 Btuh Floor Total 151 6771 Btuh Zone Envelope Subtotal: 13911 Btuh Infiltration Type ACH X Volume(cuft)walls(sqft) CFM= Natural 0.25 11490 1130 48.8 2037 Btuh Ductload Notably sealed, Supply(R6.0-Cond.), Retum(R6.0-Cond)(DLM of 0.000) 0 Btuh Zone#1 Sensible Zone Subtotal 15948 Btuh EnergyGauge@ FLRIPB v4.21 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued)SS 3 Rating David Killian Project Title: Killian Registration No. 0 72 17th St Climate: North Atlantic Beach, FL 32233-0000 3/28/2006 mponent Loads for Zone#3: 3rd Floor WindowLoad Panes/SHGC/Frame/U Orientation Area TMad X H4Lo Btuh 2 2, SHGC=0.40,TIM, 0.40 W 30.0 15.2 3 2, SHGC=0.40,TIM, 0.40 W 7.5 15.2 114 Btuh 30.0 15.2 456 Btuh 4 2, SHGC=0.40,TIM, 0.40 E 10.0 15.2 152 Btuh 5 2, SHGC=0.40,TIM, 0.40 E 78 ft 1178 Btuh Window Total ad Wails Type R-Value Area X HTM= 1179 Load Btuh 1 Frame-Wood-Ext(0.08) 20.0 409 2'9 1179 Btuh Wall Total 409 X HTM= Load Ceilings Type/Color/Surface R-Value Area 1.8 384 Btuh 1 Single Assembly/W/Meta) 20.0 211 384Btuh CeilingTotal Zone Envelope Subtotal: 2741 Btuh Infiltration Type ACH X Volume(cuft)walls(sgft) CFM= Natural 0.25 1256 409 17.6 736 Btuh Ductload Notably sealed, Supply(R6.0-Cond.), Retum(R6.0-Cond)(DLM of 0.000) 0 Btuh Zone fi3 Sensible Zone Subtotal 3477 Btuh OLE HOUSE TOTALS Subtotal Sensible 36628 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 36628 Btuh Key:Window types(SHGC-Shading coefficient of glass as SHGC numerical value or as dear or tint) (Frame types-metal,wood or insulated metaq (u-window U-Factor or'DEF for default) (HTM-ManuaU Heat Transfer Multiplier) For Florida residences only Key:Floor size(perimeter(p)for slab-on-grade or area for all other floor types) EnergyGaug eG FLR1 PB v4.21 Page 3 Emissions Associated with House Energy Use David Killian Project Title: Class 3 Rating 72 17th St. Killian Registration No. 0 Atlantic Beach, FL 32233-0000 Climate: North Annual Energy Consumption 3/28/2006 Electric Gas Oil Cooling 2154 kWh 0.0 MBtu 0.0 MBtu Heating 1953 kWh 0.0 MBtu 0.0 MBtu Water Heating 3088 kWh 0.0 MBtu 0.0 MBtu Dryer 985 kWh 0.0 MBtu 0.0 MBtu Range 687 kWh 0.0 MBtu 0.0 MBtu Refrigerator 1551 kWh 0.0 MBtu 0.0 MBtu Lighting 2960 kWh 0.0 MBtu 0.0 MBtu Pool 0 kWh 0.0 MBtu 0.0 MBtu Other 3264 kWh 0.0 MBtu 0.0 MBtu Totals 16642 kWh 0.0 MBtu 0.0 MBtu Annual Emissions Sulfur Dioxide (SO2) 183.3 lbs. Nitrogen oxides (NOX) 73.7 lbs. Carbon Dioxide (CO2) 14.28 tons EnergyGauge@/ResFREE'2004 FLR1 PB v4.21 BUILDING INPUT SUMMARY REPORT Title: Killian Family Type: Single Address Type: Street Address VOwner: David Killian New/Existing: New Lot#: N/A W #of Units: 1 Bedrooms: 4 Subdivision: N/A J Builder Name: DS Killian Construction Conditioned Area: 2963 Platbook: N/A cc 0 Climate: North Total Stories: 3 Street: 72 17th St. IZ Permit Office: Atlantic Beach Worst Case: No County: Duval Jurisdiction#: (blank) Rotate Angle: (blank) City,St,Zip: Atlantic Beach, FL,32233- 2ui 1- (n # Floor Type R-Val Area/Perimeter Units # Door Type Orientation mmem Area Units 1 Slab-On-GradeEdge Insulation 0.0 151.0(p)ft 1 1 Insulated Exterior 24.0 ft2 1 0 2 Raised Wood-Adjacent 30.0 441.0ft2 1 Q 2 Insulated Exterior 24.0 ft2 1 0 O 3 Insulated Adjacent 21.0 112 1 4 Insulated Exterior 21.0 ft2 2 LL 2 Other(s)-28.0 ft2 un # Ceiling Type R-Val Area Base Area Units # System Type Efficiency Capacity 0 1Single Assembly 20.0 1546.0 ft2 1335.0 ft2 1 Z 1 Central Unit SEER:17.00 36.8 kBtu/hr Z 2 Single Assembly 20.0 130.0 112 130.0 ft2 1 J J 3 Single Assembly 20.0 211.0 ft2 211.0 ft2 1 O W Q V Credit Multipliers:WR V I Credit Multipliers: MZ-C,Ceil Fn,PT # Wall Type Location R-Val Area Units # System Type Efficiency Capacity N 1 Frame-Wood Adjacent 20.0 160.0 ft21 Z 1 Electric Heat Pump COP:9.20 33.2 kBtu/hr J 2 Frame-Wood Exterior 20.0 970.0 ft2 1 ...1 3 Frame-Wood Exterior 20.0 1966.7 ft2 1 P Q 4 Frame-Wood Exterior 20.0 408.5 ft2 1 Q W - = Credit Multipliers: MZ-H,PT # Supply Return Air Handler SupPly Supply # Panes Tint Ornt Area OH Length OH Hght Unit Location Location Location R-Val Lengts 1 D,U=0.4 SHGC=0.4 W 18.0 ft2 1.5 It 9.0 ft 3 F,. 1 Cond. Cond. Interior 6.0 160.0 It 2 D,U=0.4 SHGC=0.40 W 4.2 ft2 1.5 It 4.0 It 4 V 3 D,U=0.4 SHGC=0.40 W 18.0 ft2 1.5 it 8.0 ft 1 M 4 D,U=0.4 SHGC=0.40 W 15.0 ft2 1.5 ft 6.0 ft 2 C 5 D,U=0.4 SHGC=0.40 W 10.0 ft2 1.5 it 4.5 ft 3 Credit Multipliers:AHU sealed,WR 6 D,U=0.4 SHGC=0.40 W 7.5 ft2 1.5 ft 6.0 ft 1 7 D,U=0.4 SHGC=0.40 S 12.0 ft2 6.5 ft 10.0 ft 2 cc # System Type EF Cap. Conservation Type Con.EF 8 D,U=0.4 SHGC=0.40 S 18.0 ft2 4.5 it 9.0 ft 2 W 1 Electric Resistance 0.92 65.0 None 0.00 9 D,U=0.4 SHGC=0.40 S 4.2 ft2 5.5 it 3.0 ft 2 10 D,U=0.4 SHGC=0.40 S 24.0 ft2 5.5 It 7.5 ft 1 Q 11 D,U=0.4 SHGC=0.40 E 18.0 ft2 1.5 ft 20.0 ft 2 12 D,U=0.4 SHGC=0.40 E 4.2 ft2 1.5 It 16.0 it 2 U 13 D,U=0.4 SHGC=0.40 E 18.0 ft2 1.5 ft 7.0 It 6 # Use Default? Annual Operating Cost Electric Rate 14 D,U=0.4 SHGC=0.40 E 4.2 ft2 1.5 ft 3.0 It 2 15 D,U=0.4 SHGC=0.40 E 10.0 ftZ 1.5 It 5.0 ft 3 LC1 Yes N/A N/A 0 L ft W 16 D,U=0.4 SHGC=0.40 E 10.0 ft2 1.5 ft 6.0 ft 1 Z 17 D,U=0.4 SHGC=0.40 N 10.0 ft2 3.5 6.5 ft 4 IY Rater Name: Joe Class#: 3 Pool Size: 0 V ! Rater Certification#: (blank) Duct Leakage Type: N/A Pump Size: 0.00 hp CA Area Under Fluorescent: 0.0 Visible Duct Disconnects: N/A Dryer Type: Electric Area Under Incandescent: 2963.0 Leak Free Duct System No Stove Type: Electric NOTE: Not all Rating info shown Proposed: No Avg Ceil Hgt: En I 1 PB v4.21) ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 91.2 The higher the score,the more efficient the home. David Killian, 72 17th St., Atlantic Beach, FL, 32233-0000 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:36.8 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 17.00 _ 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this a worst case? No 6. Conditioned floor area(W) 2963 ft2 _ c. N/A _ 7. Glass typel and area:(Label reqd.by 13-104.4.5 if not default) a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble,U=0.4) 108.0 ft2 - a. Electric Heat Pump Cap:33.2 kBtu/hr _ b. SHGC: HSPF:9.20 _ (or Clear or Tint DEFAULT) 7b.(SHGC=0.40)435.1 ft2 - b.N/A 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 151.0(p)ft _ c. N/A _ b. Raised Wood,Adjacent R=30.0,44LOW _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:65.0 gallons _ a. Frame,Wood,Adjacent R=20.0, 160.0 ft2 _ EF:0.92 b.Frame,Wood,Exterior R=20.0,970.0 ft2 _ b. N/A _ c. Frame,Wood,Exterior R=20.0, 1966.7 ft2 _ _ d. Frame,Wood,Exterior R=20.0,408.5 ft' _ c. Conservation credits e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types(white roof) DHP-Dedicated heat pump) a. Single Assembly R=20.0, 1546.0 ft2 _ 15. HVAC credits MZ-C,PT,CF,MZ- b. Single Assembly R=20.0,130.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. Single Assembly R=20.0,211.0 ft2 _ HF-Whole house fan, 11. Ducts(white roof) PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH(Sealed):Interior Sup.R=6.0,160.0 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 o�ggE S7,441 Construction through the above0r( s 'ng features which will be installed(or exceeded) p in this home before final in;r5oa, O erwise,a new EPL Display Card will be completed based on installedeC� f tures ""' " w i t7 Builder Signature: Date: / hka Address of New Home: City/FL Zip: �c0D WE ° *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarT'"designation), your home may qualify for energy efficiency mortgage(EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at 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. 1 Predominant glass type.For actual glass type and areas see Summer&Winter Glass output on ages 2&4. EtiergyGauge®(Version:FLR1P) v4.21) FORM 60OA-2004 EnergyGauge®4.21 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Killian Builder: DS Killian Construction Address: 7217th St. Permitting Office: Atlantic Beach City, State: Atlantic Beach, FL 32233-0000 Permit Number: Owner: David Killian Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:36.8 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 17.00 _ 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this a worst case? No 6. Conditioned floor area(ft2) 2963 ft2 _ c. N/A _ 7. Glass typel and area:(Label reqd.by 13-104.4.5 if not default) _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble,U=0.4)108.0 ft2 - a. Electric Heat Pump Cap:33.2 kBtu/hr b. SHGC: HSPF:9.20 _ (or Clear or Tint DEFAULT) 7b.(SHGC=0.40)435.1 ft2 - b. N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 151.0(p)ft _ c. N/A _ b.Raised Wood,Adjacent R=30.0,441.0ft2 c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:65.0 gallons _ a. Frame,Wood,Adjacent R=20.0, 160.0 ft2 _ EF:0.92 _ b. Frame,Wood,Exterior R=20.0,970.0 ft2 _ b. N/A _ c. Frame,Wood,Exterior R=20.0,1966.7 ft2 _ _ -d.-Frame,Wood,Exterior - R=20.0,408.5 ft2 _ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types(white roof) _ DHP-Dedicated heat pump) a. Single Assembly R=20.0, 1546.0 ft2 15. HVAC credits MZ-C,PT,CF,Mgr b. Single Assembly R=20.0,130.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. Single Assembly R=20.09 211.0 ft2 _ HF-Whole house fan, 11. Ducts(white roof) _ PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH(Sealed):Interior Sup.R=6.0,160.0 ft MZrC-Multizone cooling, b. N/A _ MZrH-Multizone heating) Glass/Floor Area: 0.17 Total as-built points: 24552 Sc p ^ Total base points: 44143 PASS �7 1 hereby certify that the plans and specifications covered by Review of the plans and 4Tp1E ST9T this calculation are in c pliance ith the Florida Energy specifications covered by this �,0 == Ao Code. / /� calculation indicates compliance PREPARE Y �l% �/^ with the Florida Energy Code. DATE° Z() Before construction is completed this building will be inspected for 1 hereby certify that this building,as designed, is in compliance compliance with Section 553.908 rl, ., with the Florida Energy Code. Florida Statutes. coDWE 4 OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 1 Predominant glass type.For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLR1 PB v4.21) FORM 60OA-2004 EnergyGauge®4.21 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 72 17th St., Atlantic Beach, FL, 32233-0000 PERMIT #: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points 18 2963.0 20.04 10688.1 Double,U=0.40,SHGC=0.4 W 1.5 9.0 54.0 23.29 0.97 1220.3 Double,U=0.40,SHGC=0.40 W 1.5 4.0 16.7 23.29 0.82 318.0 Double,!=0.40,SHGC=0.40 W 1.5 8.0 18.0 23.29 0.96 401.6 Double,U=0.40,SHGC=0.40 W 1.5 6.0 30.0 23.29 0.91 638.2 Double,U=0.40,SHGC=0.40 W 1.5 4.5 30.0 23.29 0.85 593.5 Double,U=0.40,SHGC=0.40 W 1.5 6.0 7.5 23.29 0.91 159.5 Double,U=0.40,SHGC=0.40 S 6.5 10.0 24.0 21.67 0.60 310.0 Double,U=0.40,SHGC=0.40 S 4.5 9.0 36.0 21.67 0.66 514.8 Double,U=0.40,SHGC=0.40 S 5.5 3.0 8.3 21.67 0.46 81.9 Double,U=0.40,SHGC=0.40 S 5.5 7.5 24.0 21.67 0.57 296.2 Double,U=0A0,SHGC=0.40 E 1.5 20.0 36.0 25.41 1.00 911.0 Double,U=0.40,SHGC=0.40 E 1.5 16.0 8.3 25.41 1.00 209.8 Double,MAO,SHGC=0.40 E 1.5 7.0 108.0 25.41 0.94 2574.7 Double,U=0.40,SHGC=0.40 E 1.5 3.0 8.3 25.41 0.73 153.0 Double,U=0.40,SHGC=0.40 E 1.5 5.0 30.0 25.41 0.87 666.6 Double,U=0.40,SHGC=0.40 E 1.5 6.0 10.0 25.41 0.91 231.9 Double,U=0.40,SHGC=0.40 N 3.5 6.5 40.0 11.69 0.82 382.3 As-Built Total: 489.1 9663.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 160.0 0.70 112.0 Frame,Wood,Adjacent 20.0 160.0 0.37 59.4 Exterior 3345.2 1.70 5686.8 Frame,Wood, Exterior 20.0 970.0 0.86 831.4 Frame,Wood, Exterior 20.0 1966.7 0.86 1685.7 Frame,Wood, Exterior 20.0 408.5 0.86 350.1 Base Total: 3505.2 5798.8 As-Built Total: 3505.2 2926.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 21.0 1.60 33.6 Exterior Insulated 24.0 4.10 98.4 Exterior 126.0 4.10 516.6 Exterior Insulated 20.0 4.10 82.0 Adjacent Insulated 21.0 1.60 33.6 Exterior Insulated 24.0 4.10 98.4 Exterior Insulated 42.0 4.10 172.2 Exterior Insulated 16.0 4.10 65.6 Base Total: 147.0 550.2 As-Built Total: 147.0 550.2 EnergyGauge@ DCA Form 60OA-2004 EnergyGauge@/ResFREE'2004 FLR1 PB v4.21 FORM 60OA-2004 EnergyGauge® 4.21 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 72 17th St., Atlantic Beach, FL, 32233-0000 PERMIT#: BASE AS-BUILT CEILING TYPES Area X BSPM = Points Type(White Roof) R-Value Area X SPM X SCM = Points Under Attic 1676.0 1.73 2899.5 Single Assembly 20.0 1546.0 5.51 X 0.55 4687.6 Single Assembly 20.0 130.0 5.51 X 0.55 394.2 Single Assembly 20.0 211.0 5.51 X 0.55 639.8 Base Total: 1676.0 2899.5 As-Built Total: 1887.0 5721.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 151.0(p) -37.0 -5587.0 Slab-On-Grade Edge Insulation 0.0 151.0(p -41.20 -6221.2 Raised 441.0 -3.99 -1759.6 Raised Wood,Adjacent 30.0 441.0 0.40 176.4 Base Total: -7346.6 As-Built Total: 592.0 -6044.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 2963.0 10.21 30252.2 2963.0 10.21 30252.2 Summer Base Points: 42842.3 Summer As-Built Points: 43069.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 36800 btuh,SEER/EFF(17.0)Ducts:Con(S),Con(R),Int(AH),R6.0(INS) 43069 1.00 (1.00 x 1.147 x 0.86) 0.201 0.857 7351.1 42842.3 0.4266 18276.5 1 43069.1 1.00 0.992 0.201 0.857 7351.1 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/ResFREE'2004 FLR1 PB v4.21 FORM 60OA-2004 EnergyGauge®4.21 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 72 17th St., Atlantic Beach, FL, 32233-0000 PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Point .18 2963.0 12.74 6794.8 Double,U=0.40,SHGC=0.4 W 1.5 9.0 54.0 10.12 1.01 551.0 Double,U=0.40,SHGC=0.40 W 1.5 4.0 16.7 10.12 1.05 178.0 Double,U=0.40,SHGC=0.40 W 1.5 8.0 18.0 10.12 1.01 184.3 1DoubIe,U=0.40,SHGC=0.40 W 1.5 6.0 30.0 10.12 1.02 310.9 Double,U=0.40,SHGC=0.40 W 1.5 4.5 30.0 10.12 1.04 316.7 Double,U=0.40,SHGC=0.40 W 1.5 6.0 7.5 10.12 1.02 77.7 Double,U=0.40,SHGC=0.40 S 6.5 10.0 24.0 5.64 2.02 273.9 Double,U=0.40,SHGC=0.40 S 4.5 9.0 36.0 5.64 1.64 333.1 Double,U=0.40,SHGC=0.40 S 5.5 3.0 8.3 5.64 3.47 162.6 Double,U=0.40,SHGC=0.40 S 5.5 7.5 24.0 5.64 2.23 301.8 Double,U=0.40,SHGC=0.40 E 1.5 20.0 36.0 9.03 1.00 326.4 Double,U=0.40,SHGC=0.40 E 1.5 16.0 8.3 9.03 1.01 75.3 Double,U=0.40,SHGC=0.40 E 1.5 7.0 108.0 9.03 1.03 1000.6 Double,U=0.40,SHGC=0.40 E 1.5 3.0 8.3 9.03 1.12 83.9 Double,U=0.40,SHGC=0.40 E 1.5 5.0 30.0 9.03 1.05 284.3 Double,U=0.40,SHGC=0.40 E 1.5 6.0 10.0 9.03 1.04 93.5 Double,U=0.40,SHGC=0.40 N 3.5 6.5 40.0 12.45 1.01 503.2 As-Built Total: 489.1 5057.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 160.0 3.60 576.0 Frame,Wood,Adjacent 20.0 160.0 2.10 336.0 Exterior 3345.2 3.70 12377.2 Frame,Wood, Exterior 20.0 970.0 2.10 2037.0 Frame,Wood, Exterior 20.0 1966.7 2.10 4130.1 Frame,Wood, Exterior 20.0 408.5 2.10 857.9 Base Total: 3505.2 12953.2 As-Built Total: 3505.2 7360.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 21.0 8.00 168.0 Exterior Insulated 24.0 8.40 201.6 Exterior 126.0 8.40 1058.4 Exterior Insulated 20.0 8.40 168.0 Adjacent Insulated 21.0 8.00 168.0 Exterior Insulated 24.0 8.40 201.6 Exterior Insulated 42.0 8.40 352.8 Exterior Insulated 16.0 8.40 134.4 Base Total: 147.0 1226.4 As-Built Total: 147.0 1226.4 EnergyGaugeO DCA Form 60OA-2004 EnergyGaugeO/ResFREE'2004 FLR1 PB v4.21 FORM 60OA-2004 EnergyGauge®4.21 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 72 17th St., Atlantic Beach, FL, 32233-0000 PERMIT#: BASE AS-BUILT CEILING TYPES Area X BWPM = Points Type(White Root) R-Value Area X WPM X WCM = Points Under Attic 1676.0 2.05 3435.8 Single Assembly 20.0 1546.0 1.81 X 1.04 2928.3 Single Assembly 20.0 130.0 1.81 X 1.04 246.2 Single Assembly 20.0 211.0 1.81 X 1.04 399.7 Base Total: 1676.0 3435.8 As-Built Total: 1887.0 3574.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 151.0(p) 8.9 1343.9 Slab-On-Grade Edge Insulation 0.0 151.0(p 18.80 2838.8 Raised 441.0 0.96 423.4 Raised Wood,Adjacent 30.0 441.0 2.20 970.2 Base Total: 1767.3 As-Built Total: 592.0 3809.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 2963.0 -0.59 -1748.2 2963.0 -0.59 -1748.2 Winter Base Points: 24429.3 Winter As-Built Points: 19279.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 33200 btuh ,EFF(9.2)Ducts:Con(S),Con(R),Int(AH),R6.0 19279.6 1.000 (1.000 x 1.169 x 0.88) 0.371 0.902 6660.9 24429.3 0.6274 15326.9 19279.6 1.00 1.033 0.371 0.902 6660.9 EnergyGaugeYA° DCA Form 60OA-2004 EnergyGauge®/ResFREE'2004 FLR1 PB v4.21 FORM 60OA-2004 EnergyGauge® 4.21 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details FAIDDRESS: 72 17th St., Atlantic Beach, FL, 32233-0000 PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2635.00 10540.0 65.0 0.92 4 1.00 2635.00 1.00 10540.0 As-Built Total: 10540.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 18277 15327 10540 44143 7351 6661 10540 24552 PASS �ORTHE sz., e I d COD WE EnergyGauge TM DCA Form 60OA-2004 EnergyGauge®/ResFREE'2004 FLR1 PB v4.21 FORM 60OA-2004 EnergyGauge® 4.21 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 72 17th St., Atlantic Beach, FL, 32233-0000 PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE __ _ CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area;.5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations;between wall panels&top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top late. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or clearly marked cir breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at=PSIG.Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall beattached,sealed,insulated,and installed in accordance with the criteria Ducts in unconditioned attics: R-6 min.insulation. HVAC Controls 607.1 Se arate readil accessible manual or automatic thermostat for each s Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2004 EnergyGaugeO/ResFREE'2004 FLR1 PB v4.21 Interest Disclosure Form As the State-Certified Rater for this home, I hereby disclose that 1 have the following potential interest(s) in the outcome of this Rating or in the recommended improvements for this home(check any or all that apply): 19 I have no potential interest in the results of the Rating on this home. ❑ 1 am the builder or an employee of the builder of this home. ❑ 1 am the contractor or a sub-contractor, or an employee of the contractor or a subcontractor for this home. If yes, then specify trade involved: ❑ General contractor. ❑ Heating, ventilating and air conditioning (HVAC) systems contractor. ❑ Thermal insulation systems contractor. ❑ Plumbing or solar water heating contractor. ❑ Window supplier or installer. ❑ Other(please specify): ❑ 1 am the seller or his agent, or an employee of the seller or his/her agent for this home. ❑ 1 am the mortgagor or an employee of the mortgagor for some portion of the financed payments on this home. ❑ 1 am an employee, contractor or consultant of the electric or the natural gas utility serving this home. ❑ 1 am an owner, partner, officer or employee of a company that may choose to supply or install or offer a bid to supply or install improvements to this home ❑ 1 am a manufacturer or supplier, or an employee of a manufacturer or supplier of product(s) that may be used to improve the efficiency of this home. If yes, then specify all products involved: ❑ HVAC systems. ❑ Thermal insulation systems. ❑ Window or window shading systems. ❑ Hot water systems. ❑ Energy efficient appliances. ❑ Other (please specify): ❑ 1 have some other potential interest in the results of this Rating. (Please fully specify the nature of the interest): HenryDeWe 692 ✓ �, i'6, Rater's Printed-Na-me & Signature Certification No. Date EnergyGauge®/ResFREE'2004 FLR1 PB v4.21 Projected Rating Based on Plans Dai Class 3 Rahn 761 FLORIDA `�``�" "o� Atlanft tic Be Beach,FL 32233-000 C(mmte: North Fork BUILDING ENERGT RATING GUIDE Best Wors $769 $1301 $420 • 37 MBtu 61.6 MBtu 255 MBt ProposedFume cost Basis: ,ladcsanvle Electric Ar6h. tic Rate: $0A72 AM HERS Reference Homer North Default ties Rata $1.920 frher Annual Seviigs: $549.07 Statewide Prices Gt$1.65Agel LP Gas:$1.9: As compared with other 3436 square foot, 4 bedroom homes withorrt pool pumps. This Home Qualifies for EPA's Energy Star Label2 This Home Qualifies for an Energy Efficient Mortgage (EEM) coorg $179 HeaaKj $146 a q► Hot wear 1 $223 Rewg. $112 ager $71 Tib �a $50 �i601a $249 Hetlty DeWeft 692 Etc. $273 Certified Rater ID. Number PON HERS Score': 91.3 SPOW&W Date T#s cOSr Is POS a yac oy 23 WdYdz avt:etl Dy ae PaorfGr Lrfwswr or Na-..:."7y F'.'.crs a perar,� a D:::IY-p a'rr{p' rate neVe p .tiy G 4 ,xc:raa a oxr pa.:ts re{pr�a ran para a �p[+xy �ztrw:.9 tYs sMKu eY x drttw6 a nae fdorafr �tivr ar ar.:...:1ry s a aw>r.�g e.� Rate syz:c+ rra�s zus srr ab az. axv�anc Ta�3.xssee Fbrttlt 3Z1/OdtOfG �JOS77 talc. HOTFr: ITM H9r;; Pewreep Hare IS ooatecau b o=pV WE Of MC CASO 111"I Begg COR ( WJ at a HERS soon Of®Of greaar. 2TM tare twmar mut 1a slgud a eeromea m of Uertrttaec69 wla &A a a Begg SW HAW Pacer- 3110W Bergy RaNg tsars MEIRS� Dom caCtwo It a=rduce awl Mlle.D T*01W oelarei. form 11A ErwgyGauge®(Version: FLRIPB v421) Page 1 USA-4 WN M HOME ENERGY RATING SERVICES Effective January 1, 2006 Services Pricing Builder Package 1) Phase I; planning, Code compliance documentation (Form 600A, EPL card, Input details), System Sizing Analysis (Manual J) — improvement analysis as necessary for Energy Star. Phase I cost $250 + $.10/sq ft over 3,000 sq ft— due on receipt 2) Phase II; Energy Star required Thermal By-pass Inspection prior to sheetrock and documentation. Phase II cost $100— due on receipt 3) Phase III; Blower Door and Duct Blaster testing, As-built audit, Energy Star Registration, Tax Credit documents, and Energy Star Certificate. Phase III cost $250 for 3,000 sq. ft. or less ($.05/sq ft over 3,000), plus $50 for each additional HVAC System tested. — due when documentation is delivered. Note: JEA &the NEFBA have a program for Green Building (Energy Star) where they refund the builder$255 of the rating fee. Additionally, the Federal Energy Policy Act of 2005 gives builders a $2,000 tax credit for every house built that is 50% more efficient then the IECC national average. No cost client services; marketing and sales support, certified Energy Efficient Mortgage (EEM) documentation, on-lie builder resources at usahers.com, all completed paperwork available on-line with your own password and download capability. Additional Services plus materials (typically duct mask Duct Blaster 60/hour (tYP Y Door & $ Blower D P Diagnostics ( ) & non toxic smoke to identify duct leaks. Package discounts for builders who build 50 or more units per year. Any questions call Tim Gardner at cell 904-571-9955 or Henry DeWerth at cell 904-233-7299 0 FannieMae Energy Report For Fannie Mae Desidop Undennaiterfl Use this Energy Report to show the Energy Savings(for underwriting purposes in accordance with property. requirements his Report is to beergy completedcient Mortgage by the Energy Rater and determine submitted to the LeSavinnrelated to Lender This must be retained by the Lender in the Loan File. Borrower Name(s) Dai Property Address: 761 7th St Atlantic Beach FL,32233-000 Energy Savings Monthly Energy Savings F45=67 Enter Monthly Energy Savings Value into Section V"Monthly Income and Combined Housing Expense Information" in Desktop Underwriter0. Energy Value at 5.77% assumed note rate New Homes or Energy Efficient Existing Homes Energy Savings Value $ b864.49 Enter Energy Savings Value into "Additional Data" in the Desktop Underwriterc9 screen by adding this value to appraised value. OR Energy Improvements to Existing Homes Energy Savings Value F:�= Enter into Section VII "Details of Transaction Add to Line B "Alterations, improvements, repairs" AND Enter Energy Savings Value into "Additional Data" in the Desktop Underwriter® screen by adding this value to appraised value. Rater'slProvider's Signature �,- � Date FORM 60OA-2004 EnergyGauge®4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Dai 35 L61-a Builder: D.S. Killian Address: 17th St&Seminole Rd Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:24.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 13.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap:48.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 13.00 _ 6. Conditioned floor area(ft2) 3436 ft2 _ c. N/A _ 7. Glass type and area:(Label reqd.by 13-104.4.5 if not default) _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)533.0 ft2 _ a. Electric Heat Pump Cap:24.0 kBtu/hr _ b. SHGC: HSPF:7.50 _ (or Clear or Tint DEFAULT) 7b. (Clear)533.0 ft2 _ b. Electric Heat Pump Cap:48.0 kBtu/hr _ 8. Floor types HSPF:7.50 _ a. Raised Wood,Adjacent R=19.0,385.0 ft2 _ c. N/A _ b. Slab-On-Grade Edge Insulation,0 R=0.0, 176.0 ft2 _ _ c. I Others 16.0 ft2 14. Hot water systems 9. Wall types a. Electric Resistance Cap:65.0 gallons _ a. Frame,Wood,Exterior R=19.0,2527.0 ft2 _ EF:0.91 _ b. Frame,Wood,Adjacent R=19.0,441.0 ft2 _ b.N/A _ c. N/A d.N/A _ c. Conservation credits e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1991.0 ft2 15. HVAC credits _ b.Under Attic R=19.0,48.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH(Sealed):Garage Sup.R=6.0, 100.0 ft MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0, 175.0 ft _ MZ-H-Multizone heating) Glass/Floor Area: 0.16 Total as-built points: 37930 PASS Total base points: 46233 I hereby certify that the plans and specifications covered by Review of the plans and i-tUE SIP this calculation are in compliance with the Florida Energy specifications covered by this ..yyo = ; �o Code. ,-> calculation indicates compliance PREPARED BY: with the Florida Energy Code. ! DATE: 1 ti I Before construction is completed ` a° ! this building will be inspected for , I hereby certify that this buildin as designed, is in compliance compliance with Section 553.908 with the Florida Energy Cod . Florida Statutes. c we OWNER/AGENT' .1 • BUILDING OFFICIAL: DATE: 1 DATE: 1 Predominant glass type.For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.0) FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 17th St&Seminole Rd, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 3436.0 20.04 12394.3 Double, Clear W 2.0 18.0 36.0 38.52 0.99 1379.7 Double,Clear W 2.0 18.0 8.0 38.52 0.99 306.6 Double, Clear S 10.0 8.0 10.0 35.87 0.49 175.6 Double, Clear S 2.0 18.0 54.0 35.87 0.99 1917.0 Double,Clear E 2.0 18.0 20.0 42.06 0.99 836.3 Double,Clear E 2.0 18.0 8.0 42.06 0.99 334.5 Double, Clear W 15.0 8.0 10.0 38.52 0.42 159.9 Double,Clear N 2.0 8.0 53.0 19.20 0.94 955.2 Double, Clear N 6.0 8.0 28.0 19.20 0.76 406.8 Double, Clear W 2.0 8.0 108.0 38.52 0.91 3800.1 Double,Clear S 2.0 8.0 54.0 35.87 0.86 1658.2 Double,Clear S 2.0 8.0 15.0 35.87 0.86 460.6 Double, Clear W 2.0 8.0 15.0 38.52 0.91 527.8 Double,Clear S 2.0 8.0 36.0 35.87 0.86 1105.5 Double, Clear E 2.0 8.0 78.0 42.06 0.91 2994.6 As-Built Total: 533.0 17018.4 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 441.0 0.70 308.7 Frame,Wood, Exterior 19.0 2527.0 0.90 2274.3 Exterior 2527.0 1.70 4295.9 Frame,Wood,Adjacent 19.0 441.0 0.40 176.4 Base Total: 2968.0 4604.6 As-Built Total: 2968.0 2450.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 110.0 6.10 671.0 Exterior 110.0 6.10 671.0 Adjacent Wood 19.0 2.40 45.6 Base Total: 129.0 716.6 As-Built Total: 129.0 716.6 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1920.0 1.73 3321.6 Under Attic 30.0 1991.0 1.73 X 1.00 3444.4 Under Attic 19.0 48.0 2.34 X 1.00 112.3 Base Total: 1920.0 3321.6 As-Built Total: 2039.0 3556.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 176.0(p) -37.0 -6512.0 Raised Wood,Stem Wall 19.0 16.0 -1.50 -24.0 Raised 401.0 -3.99 -1600.0 Raised Wood,Adjacent 19.0 385.0 0.40 154.0 Slab-On-Grade Edge Insulation 0.0 176.0(p -41.20 -7251.2 Base Total: -8112.0 As-Built Total: 577.0 -7121.2 FORM 60OA-2004 EnergyGauge@ 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 17th St& Seminole Rd, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 3436.0 10.21 35081.6 3436.0 10.21 35081.6 Summer Base Points: 48006.7 Summer As-Built Points: 51702.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys t Central Unit 24000 btuh,SEER/EFF(l3.0)Ducts:Con(S),Con(R),Gar(AH),R6.0(INS) 51703 0.33 (1.00 x 1.147 x 0.95) 0.263 1.000 4904.9 (sys 2:Central Unit 48000 btuh,SEER/EFF(13.0)Ducts:Unc(S),Unc(R),Int(AH),R6.0(INS) 51703 0.67 (1.09 x 1.147 x 0.86) 0.263 1.000 9809.8 48006.7 0.4266 20479.7 51702.8 1.00 1.084 0.263 1.000 14714.7 EnergyGaugeT" DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 17th St&Seminole Rd, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 3436.0 12.74 7879.4 Double, Clear W 2.0 18.0 36.0 20.73 1.00 747.5 Double, Clear W 2.0 18.0 8.0 20.73 1.00 166.1 Double, Clear S 10.0 8.0 10.0 13.30 3.09 410.4 Double, Clear S 2.0 18.0 54.0 13.30 0.99 713.6 Double,Clear E 2.0 18.0 20.0 18.79 1.01 378.5 Double, Clear E 2.0 18.0 8.0 18.79 1.01 151.4 Double,Clear W 15.0 8.0 10.0 20.73 1.22 252.8 Double, Clear N 2.0 8.0 53.0 24.58 1.00 1305.7 Double,Clear N 6.0 8.0 28.0 24.58 1.01 698.3 Double,Clear W 2.0 8.0 108.0 20.73 1.02 2291.2 Double, Clear S 2.0 8.0 54.0 13.30 1.12 802.5 Double, Clear S 2.0 8.0 15.0 13.30 1.12 222.9 Double, Clear W 2.0 8.0 15.0 20.73 1.02 318.2 Double,Clear S 2.0 8.0 36.0 13.30 1.12 535.0 Double, Clear E 2.0 8.0 78.0 18.79 1.04 1517.9 As-Built Total: 533.0 10512.1 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 441.0 3.60 1587.6 Frame,Wood, Exterior 19.0 2527.0 2.20 5559.4 Exterior 2527.0 3.70 9349.9 Frame,Wood,Adjacent 19.0 441.0 2.20 970.2 Base Total: 2968.0 10937.5 As-Built Total: 2968.0 6529.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Wood 110.0 12.30 1353.0 Exterior 110.0 12.30 1353.0 Adjacent Wood 19.0 11.50 218.5 Base Total: 129.0 1571.5 As-Built Total: 129.0 1571.5 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1920.0 2.05 3936.0 Under Attic 30.0 1991.0 2.05 X 1.00 4081.5 Under Attic 19.0 48.0 2.70 X 1.00 129.6 Base Total: 1920.0 3936.0 As-Built Total: 2039.0 4211.1 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 176.0(p) 8.9 1566.4 Raised Wood,Stem Wall 19.0 16.0 0.80 12.8 Raised 401.0 0.96 385.0 Raised Wood,Adjacent 19.0 385.0 2.20 847.0 Slab-On-Grade Edge Insulation 0.0 176.0(p 18.80 3308.8 Base Total: 1951.4 1 As-Built Total: 577.0 4168.6 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 17th St& Seminole Rd, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 3436.0 -0.59 -2027.2 3436.0 -0.59 -2027.2 Winter Base Points: 24248.6 Winter As-Built Points: 24965.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 24000 btuh ,EFF(7.5)Ducts:Con(S),Con(R),Gar(AH),R6.0 24965.7 0.333 (1.000 x 1.169 x 0.95) 0.455 1.000 4186.4 (sys 2: Electric Heat Pump 48000 btuh ,EFF(7.5)Ducts:Unc(S),Unc(R),Int(AH),R6.0 24965.7 0.667 (1.069 x 1.169 x 0.88) 0.455 1.000 8372.8 24248.6 0.6274 15213.5 24965.7 1.00 1.106 0.455 1.000 12559.2 EnergyGauge T" DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 17th St&Seminole Rd, 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 4 2635.00 10540.0 65.0 0.91 4 1.00 2663.96 1.00 10655.8 As-Built Total: 10655.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 20480 15214 10540 46233 14715 12559 10656 37930 PASS yO�T8E ST 9T" Ob � a t EnergyGauge) DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 17th St&Seminole Rd, 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.ft.window area, .5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations; between wall panels&top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss orjoint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings; penetrations of ceiling plane of top floor; around shafts,chases, soffits,chimneys, cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir ` breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer. Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings, mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGauge T"' DCA Form 60OA-2004 EnergyGauge /FlaRES'2004 FLRCSB v4.0 iia ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =85.9 The higher the score,the more efficient the home. 17th St& Seminole Rd, Atlantic Beach, FI, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:24.0 kBtu/hr _ 3. Number of units,if multi-family I _ SEER: 13.00 _ 4. Number of Bedrooms 4 _ b.Central Unit Cap:48.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 13.00 _ 6. Conditioned floor area(ft2) 3436 ft2 _ c. N/A _ 7. Glass type 1 and area:(Label reqd.by 13-104.4.5 if not default) _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)533.0 ft' _ a. Electric Heat Pump Cap:24.0 kBtu/hr _ b. SHGC: HSPF:7.50 _ (or Clear or Tint DEFAULT) 7b. (Clear)533.0 W _ b. Electric Heat Pump Cap:48.0 kBtu/hr 8. Floor types HSPF:7.50 _ a. Raised Wood,Adjacent R=19.0,385.0 ft2 _ c. N/A _ b. Slab-On-Grade Edge Insulation,0 R=0.0, 176.0 ft2 c. 1 Others 16.0 ft' _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:65.0 gallons _ a. Frame,Wood,Exterior R=19.0,2527.0 ft2 _ EF:0.91 _ b. Frame,Wood,Adjacent R=19.0,441.0 ft2 _ b.N/A _ c. N/A d. N/A _ c. Conservation credits _ c. N/A _ (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1991.0 ft2 _ 15. HVAC credits _ b.Under Attic R=19.0,48.0 ft' _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH(Sealed):Garage Sup.R=6.0, 100.0 ft _ MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0, 175.0 ft _ MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building j'JUE ST9 p Construction through the above energy saving features which will be installed(or exceeded) .yo in this home before fina ' spec ' n. Othe se,a new EPL Display Card will be completed based on installed C e c fe r Builder Signature: Date: f G Qb y Address of New Home: �� ;f#76 City/FL Zip: #q L�.t 3aa3)*NOTE: The home's estimated energy performance score is only available through the FLARES computer rogram. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar'udesignation), your home may qualms for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. 1 Predominant glass type.For actual glass type and areas see Summer&Winter Glass output on ages 2&4. 1 nergyGauge®(Version:FLRC9 v4.0) RIGHT-J LOAD AND EQUIPMENT SUMMARY it Zone Down Energy Design Systems Job: 1/4/05 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesignsystems@gmail.com Project • • For: Dai 35 17th St & Seminole Rd, Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Int'I Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 72 OF Inside db 72 OF Design TD 40 OF Design TD 21 OF Daily range M Relative humidity 50 % Moisture difference 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 20827 Btuh Structure 15243 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 20827 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 14938 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 460 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 2589 Btuh Area (ft') 1543 1543 Total latent equip. load 3049 Btuh Volume(ft') 15430 15430 Air changes/hour 0.46 0.26 Total equipment load 17988 Btuh Equiv. AVF (cfm) 118 68 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 °F Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr1ghtsoft Right-Suite Residential TM"5.0.66 RSR29784 2006-Jan-0421:18:42 ACCP. cmocuments and Settings\customer\My Documents\Wrightsoft\Dai 35 17th St and Seminole Rd All Bch.r Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Up Energy Design Systems Job: 114105 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesignsystems@gmail.com -Project • • For: Dai 35 17th St& Seminole Rd, Atlantic Beach, FI Notes: , Design Information Weather: Jacksonville, Int'I Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 72 OF Inside db 72 OF Design TD 40 OF Design TD 21 OF Daily range M Relative humidity 50 % Moisture difference 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 39551 Btuh Structure 34110 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 39551 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total Sens. equip. load 33428 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 6201 Btuh Area (ft') 1893 1893 Total latent equip. load 6891 Btuh Volume(ft') 18930 18930 Air changes/hour 0.90 0.51 Total equipment load 40319 Btuh Equiv. AVF (cfm) 283 162 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,4 wri0htsoft Right-Suite Residential—5.0.66 RSR29784 2006-Jan-04 21:18:42 ACCP. C:\Documents and Settings\customer\My Documents\Wrightsoft\Dai 35 17th St and Seminole Rd Atl Bch.r Page 2 M I � AZ - l •3�VOS II z o 6 I � M J W aPP" g l 00 p \pl 3 z o ~ (01313) L9'601, Oz t() h. 9 Da m Qf) ML 1N3P13Sd3 kini l ,9- �i 'PO n _ Ox X_ X v 30N 3 DOOM ,9 O IM O ;UIa 1— .0 a a Z Q OLU a vc"I ion a —J I �' a a a W LL. a wI N N it < a a LL— Z o �' a o Oz w as 0 o �W D W o o� O O z w W U Z c� J y0 U u /� O J W \ � > W' a / N Q ry a- Lr)rn Q LL- F" Q 0-1 0 O 1l• 3a� LO x O o o Z O _ �� o o x O U¢i/ON� wm ~ U `--- �>i> Z W A wz>Zz Z (� '` Q F-aWZWW II W U 1 _ -10aaaa I I x 0 a F- �� Z U CL Z Om O Z Z W 3 I I a 0 C9a O� - - � O 2 Z � — — z ow w w 11036 ^ D Li W O %KL.L Q U 20� r0� I I �� o Z U ouz o 400*0 L L I I F5 O (01313) ,170'01.1, J tl I I o� M O SII 9• a3 v N 0 0 clj� II O�+ O a 0 0 - - - - - - - - cv m m W ZU - - - -� - - - 0:0 �i X X W b 3 8 Q Q Winomao^,� II -JO _ 0 a-- a JOMM MII wm O It 11 1 > II rn 211 »>Z a wzz w I I o X ArO HIdM 313LIONOO ,; +`° O �FXaaaa SII e O J Q�aaa(L V)Z Z I%>w 3 1N3YV3A7d 'i; ~ aq m 11!7' x 1N31`43Add 30 3NIle (03AVd) AVM 30 1H918 ,001, CIVO�l H:Dd38 :M N I A3S CN 'o 0 �I N N I ' I O � o I0a00 J Z Z mN �N U W W Q F' O a Z w w CL FA z LLJ Ici � NZd (7] Q V) e N-0 Z —OO-1 x� 0 — r a 0 Q * I II a10 J xa r \ O 00 Lr) LO UJ ZY } _ Na w� x Q�1 N � dNI w U J V Q 1 $I o Q 0 �31 o o �' W � o > _ vX-- LLI " o m V) J � J JI I JZ o IAJ F- Q Y O —� Q lj W 1 Jw 0 ~ LLJzLLJ 0 ~ A J J 0 � Q � W �Q o 30N33 HNII 02 O W 0 (I < Q OLX X Nll+zO__f Q Q O < F-- LLJ � - - - - - d � Z >- 0WZJO c I- 0 a W UY 0 O W J a. >-Uf LL- W OZ > W W ~ �o (n ¢ Z Ul Lr) Of 2 .,! .z ^ Q F- UpU M o Q F- Z Ls F- W W GO W W W O ry x o a ?- Z LLJ a N W rn O Co 5; m U') W F- W QLiJ a- x LJ j -J WO � Of DM :2OfU �z Un W0 F- z y D p Un O � = p= QZQ pZQ z� +1 �_ Q a ? U Ii of F- C' C-) -i 1�• W p F- - _ O QUn OQ �o Z W a� + N°� Q F- L� FW-- LN�J W _ Q U O W cZa a W N 3973 W UOf LLJ Q � 0 — � < JQf, O wed 0 0 .n Q (l WOE F- WUYO � �Qa I v (' F- YZZ Of W3r00F' rv>a CO m Z Un O B J I I W Z Un N U o o m } 0 QUrW Unz — l m O 31N33 p Q d � WUp a0 0Na W LAiz Q N J F- Z � baa W (n cn w = = Z W Q p^p m two Y H cn mC) Of ZULLJ � w W 00QOJ � � >Z�' W Q Li O = O Z O W W J = J J Li 0 O o6D = "J Z F- z Q Z m Z Ur W F- LL- d: Z Li z w U Q LL Ridgway Roof Truss Company (Trusses and Prefabricated Building Components) Mailing: P.O. Box 1309 — Gainesville, Florida 32602 Physical: 235 SW 11 th Place — Gainesville, Florida 32601 R FE Telephone: (352) 376-4436 Email: Sales@ RidgwayTruss.com CI`Y Or . FAX: (352) 371-3316 www.RidgwayTruss.com y , JAN 2 3 2006 WARNING I BY. LTITE. SE TRUSSES MUST BE HANDLED ACCORDING TO BCSI-B1 SUMMARY SHEETS SEE TABLE OF CONTENTS R E C E CIT✓ OF AT LANTic etruri JAN 2 0 2006 i E BY ALED DEIGN MANUAL PROJECT NAME: DAI Residence - Lot B Roof and Floor JOB NUMBER: 05-1413, 1 1 4 CONTRACTOR: 84 Lumber DATE: 12/8/05 REVISIONS: COMMENTS: RIDGWAY ROOF TRUSS COMPANY P.O.ROC 1309 GAI.NESVILLE,FL 32602. 'FELF.P11ONE: (352)376-4436 FAX: (352)371-3316 Job: DAI Residence - Lot B Roof and Floor Customer: 84 Lumber Jurisdiction: St. Johns Structural Eng of Record: none License#:none building designer _ Address of Eng.Of Record: none SIGNATURE of Building Designer: 1,Gary G.Dounson,Florida Professional Engineer No.35054,hereby certify that I am the truss engineer of record with responsibility for the design of the metal plate connected wood trusses listed herein. The design of these trusses have been perlonned under my responsible supervision, direction and control and are in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction(ANSI TPI 1). Building Designer of Record responsibilities shall be required in Article 2.2 of the aforementioned TPI 1 document and shall include but are not limited to the design and detailing of truss supports,anchorage,and permanent truss bracing. Engineering Program is Robbins Engineering Online Plus Building code and chapter: ANSI;ASCE 7-98 Live load: 20 lbs Dead load: 17 lbs Roof Wind speed: 120 mph Design criteria: TPI 1-95 40 lbs 15 lbs Floor Mean Roof Height: 25' Exposure:C Enclosure:Partially Enclosed Category: II # Mark Run Date # Mark Run Date # Mark Run Date # Mark Run Date # I Mark Run Date 1 F1 11/23/05 29 R1 11/23/05 57 R16 11/23/05 85 107 2 F2 11/23/05 30 R2 11/23/05 58 R18 11/23/05 86 108 3 F3 11/23/05 31 R2A 11/23/05 59 R19 11/23/05 87 109 4 F4 12/6/05 32 R2B 11/23/05 60 R20 11/23/05 88 110 5 F5 11/23/05 33 IR2C 11/23/05 61 IT1 11/23/05 89 111 6 IF6 1 12/6/05 34 JR2D 11/23/05 621T2 11/23/05 90 112 7 JF7 1 12/6/05 35 JR2E 11/23/05 63 V1 11/23/05 91 113 8 IF9 1 11/23/05 36 JR2F 11/23/05 64 V2 11/23/05 92 114 9 IF10 1 12/6/05 37 JR2H 11/23/05 65 V3 11/23/05 93 115 10 F11 1 11/23/05 38 JR3 11/23/05 66 94 116 11 F12 11/23/05 39 R3A 11/23/05 67 95 117 121F13 11/23/05 40 R3B 11/23/05 68 96 118 131F14 11/23/05 41 R3C 11/23/05 69 97 119 141F15 11/23/05 42 R4 11/23/05 70 98 120 15 43 R4A 11/23/05 71 99 121 16 44 R5 11/23/05 72 100 122 17 [51 RSA 11/23/05 73 101 123 18 R6 11/23/05 74 102 124 19 R6A 11/23/05 75 103 1126 2p R7 11/23/05 76 104 21 R8 11/23/05 77 105 22 R9 11/23/05 78 106 23 R10 12/6/05 79 Delegated Engineer(Truss Designer) 24 R11 11/23/05 80 GARY DOUNSON,PE 35054 25 R12 11/23/05 81 GARY DOUNSON&ASSOCIATES,INC. 26 R13 12/5/05 82 2830 NW 41st STREET SUITE D 27 R14 12/6/05 83 GAINESVILLE,FL 32606 28 56 R15 11/23/05 84 (352)375-8593 This Package includes 51 individual,dated Truss Design Drawings.With my Seal CA 5201 affixed to this sheet,I hereby certify that I am the Truss Design Engineer and this index 12/8/2005 sheet conforms to 61 G15-31.003 section 5 of the Florida Board of Professional Engineers. Note:The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed above and attached. The suitability and use of each component for any particular building is the responsibilit of the Building Designer,per ANSI/TPI 1-1995 Section 2. Geoff Gartner,P.E.59328 2223 Herschel St.Jacksonville,FL 32204 FILE.05-1413.1414 DAI Residence-Lots Roof and Floor TABLE OF CONTENTS 1. GENERAL NOTES 2. WTCA 1-1995 (STANDARD RESPONSIBILITIES IN THE DESIGN PROCESS INVOLVING METAL PLATE CONNECTED WOOD TRUSSES) ENGINEERING (INSERT) BLUEPRINT OF TRUSS PLACEMENT PLAN (INSERT) 6. BCSI-B1 SUMMARY SHEET HANDLING, INSTALLING & BRACING INFORMATION 8. STANDARD CHORD & WEB REPAIRS 11. EXAMPLES OF PERMANENT WEB BRACING CAJ E R Wood Truss Council of America � � � � � . 1 . Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses %WCA 1 -1995 Developed by the WTCA Engineering Review Committee in cooperation with the Truss Plate Institute 7 2.0 OWNER RESPONSIBILITIES 2.1 Directly or through its representatives,which may include Truss Design Drawing and Truss Placement Plan; and the Contractor and/or Building Designer;(a)review and (d)coordinate the return of each approved Truss Design approve each Truss Design Drawing; (b) review and Drawing and Truss Placement Plan to the Truss approve the Truss Placement Plan;(c)resolve and approve Manufacturer prior to truss manufacturing. all design issues arising out of the preparation of each 3.0 BUILDING DESIGNER RESPONSIBILITIES 3.1 Design a structure suitable to ensure that the intended 3.2.8 Proper transfer of design loads affecting the function of eachTruss is not affected by adverse influences Truss;and including, but not limited to, moisture, temperature, corrosive chemicals and gases; 3.2.9 Adequate connections between Truss and non- Truss components, except as noted in Section 3.2 Prepare the Construction Design Documents,showing all 6.2.9. trussed areas, which must provide as a minimum the following: 3.3 Review and approve the Truss Placement Plan and each Truss Design Drawing for conformance with the 3.2.1 All truss orientations and locations; requirements and intent of the Construction Design 3.2.2 Information to fully determine all truss profiles; Documents,the effect of eachTruss Design Drawing and Truss Placement Plan on other parts of the structure,and 3.2.3 Adequate support of the Truss and all truss the effect of the structure on each Truss. bearing conditions; 3.4 Specify permanent lateral bracing where indicated by the 3.2.4 Permanent bracing design for the structure Truss Designer on theTruss Design Drawings,to prevent including the Trusses,except as provided in 3.4 buckling of the individual truss members due to design and 6.2.12. loads. The Building Designer shall specify how the permanent lateral bracing is to be anchored or restrained 3.2.5 The location,direction and magnitude of all dead to prevent lateral movement if all truss members, so and live toads applicable to eachTruss including, braced, buckle together. This shall be accomplished by: but not limited to, loads attributable to: roof, (a)anchorage to solid end walls;(b)permanent diagonal floor,partition,mechanical,fire sprinkler,attic, bracing in the plane of the web members; or (c) other storage, wind, snow drift and seismic; means when demonstrated by the Building Designer to 3.2.6 All Truss anchorage designs required to resist provide equivalent bracing. uplift, gravity, and lateral loads; . 3.2.7 Allowable vertical and horizontal deflection criteria; 4.0 CONTRACTOR RESPONSIBILITIES 4.1 Provide to the Truss Manufacturer the Construction 4.4 Provide the approved Truss Design Drawings, approved Design Documents and all revisions and supplements Truss Placement Plans,and any supplemental information thereto. provided by the Truss Manufacturer to the individual or organization responsible for the installation of theTrusses. 4.2 Review and approve the Truss Placement Plan and each Truss Design Drawing for conformance with the 4.5 Comply with the field storage, handling, installation, requirements and intent of the Construction Design permanent bracing, anchorage, connections and field Documents, and the effect of the Truss Placement Plan assembly requirements of the Construction Design and eachTruss Design Drawing on other trades involved Documents. in the construction of the structure and the effect of the other trades on the Trusses. 4.6 Determine and install the temporary bracing for the structure, including the Trusses. 4.3 Coordinate the review,approval and return of eachTruss Design Drawing and the Truss Placement Plan by the Owner and Building Designer. 4 Job Mark Quan Type Span P1-Hl Left OH Right OH I Engineering 051413 1 FI 1 M100 150500 11000 0 0 84- DAI Res- Lot B- Floor HO 1-10-0 HO 1-10-0 m 0 1x3= 1x3 2x4 1x31 lx3 1x3 lx3 lx3 1x3.. lx3 1x3 1x3 1x3 AAlx3. A Q R S T U V W X Y Z C 1X4 1-10-0 B E4 2x = P O N M L R J Z H G F 1x3lx3 1x3 lx3 1x3 lx3r lx3 1x3 lx3 1x3_ lx3 jT 7 ZJ_ Common Diagonal: 1-2-8 BC1-- 15-5-0 1 ALL PLATES ARE LOCK20 Scale:0.375"=1' Robbins Engineering, Inc./Online Plus" APPROX. TRUSS WEIGHT: 102.6 LBS --------Bottom Chords--------- V LOCK 1.Ox 3.0 Ctr Ctr 0.90 B -P 0.01 0 T 0.00 0.01 W LOCK 1.Ox 3.0 Ctr Ctr 0.90 Online Plus -- Version 18.0.014 P -O 0.01 0 T 0.00 0.01 X LOCK 1.0x 3.0 Ctr Ctr 0.90 RUN DATE: 23-NOV-05 O -N 0.01 0 T 0.00 0.01 Y LOCK 1.0x 3.0 Ctr Ctr 0.90 N -M 0.01 0 T 0.00 0.01 Z LOCK 1.Ox 3.0 Ctr Ctr 0.90 CSI -Size- ----Lumber---- M -L 0.01 0 T 0.00 0.01 AA LOCK 1.0x 3.0 Ctr Ctr 0.90 TC 0.10 4x 2 SP-#2 L -K 0.01 0 T 0.00 0.01 C LOCK 1.0x 3.0 Ctr Ctr 0.90 BC 0.05 4x 2 SP-#2 K -J 0.01 0 T 0.00 0.01 C LOCK 1.0x 3.0 Ctr Ctr 0.00 WB 0.03 4x 2 SP-#3 J -I 0.01 0 T 0.00 0.01 B LOCK 2.Ox 4.0 0.5 Ctr 0.90 I -H 0.01 0 T 0.00 0.01 P LOCK 1.0x 3.0 Ctr Ctr 0.90 Brace truss as follows: H -G 0.03 0 T 0.00 0.03 O LOCK 1.0x 3.0 Ctr Ctr 0.90 O.C. From To G -F 0.05 0 T 0.00 0.05 N LOCK 1.0x 3.0 Ctr Ctr 0.90 TC Cont. 0- 0- 0 15- 5- 0 F -E 0.05 0 T 0.00 0.05 M LOCK 1.0x 3.0 Ctr Ctr 0.90 BC Cont. 0- 0- 0 15- 5- 0 -------------Webs------------- L LOCK 1.0x 3.0 Ctr Ctr 0.90 B -A 0.00 44 C K LOCK 1.0x 3.0 Ctr Ctr 0.90 Loading Live Dead (psf) B -A 0.00 44 C J LOCK 1.0x 3.0 Ctr Ctr 0.90 TC 40.0 10.0 P -Q 0.02 137 C I LOCK 1.0x 3.0 Ctr Ctr 0.90 BC 0.0 5.0 O -R 0.02 132 C H LOCK 1.0x 3.0 Ctr Ctr 0.90 Total 40.0 15.0 55.0 N -S 0.02 133 C G LOCK 1.0x 3.0 Ctr Ctr 0.90 Spacing 24.0" M -T 0.02 133 C F LOCK 1.0x 3.0 Ctr Ctr 0.90 Lumber Duration Factor 1.00 L -U 0.02 133 C E LOCK 2.Ox 4.0 Ctr 0.5 0.90 Plate Duration Factor 1.00 K -V 0.02 133 C TC Fb=1.15 Fc=1.10 Ft=1.10 J -W 0.02 133 C BC Fb=1.10 Fc=1.10 Ft=1.10 I -X 0.02 134 C NOTES: H -Y 0.02 128 C Trusses Manufactured by: Plus 1 UBC LL Load Case(s) G -Z 0.03 151 C RIDGWAY ROOF TRUSS F -AA 0.00 49 C Analysis Conforms To: Jt React Uplft Size Req'd E -C 0.00 40 C FBC2004 Lbs Lbs In-Sx In-Sx Design checked for 10 psf non- Cont. Brg 0- 0- 0 to 15- 5- 0 LL Defl 0.00" in G -F L/999 concurrent LL on BC. 1677 0 Hz = 0 TL Defl 0.00" in G -F L/999 This truss must be installed Shear // Grain in Z -AA 0.13 as shown. It cannot be Membr CSI P Lbs Axl-CSI-Bnd installed upside-down. --Top Chords---------- Plates for each ply each face. Max comp. force 151 Lbs A -Q 0.08 9 C 0.00 0.08 ALL CONNECTOR PLATES Quality Control Factor 1.25 Q -R 0.08 9 C 0.00 0.08 TO BE MANUFACTURED BY R -S 0.07 9 C 0.00 0.07 ROBBINS ENGINEERING, INC. FABRICATOR NOTES: S -T 0.07 9 C 0.00 0.07 Plate - LOCK 20 Ga, Gross Area 1. Delegated Engineer (Truss T -U 0.07 9 C 0.00 0.07 Plate - RHS 20 Ga, Gross Area Designer) U -V 0.07 9 C 0.00 0.07 Jt Type Plt Size X Y JSI Gary Dounson, PE 35054 V -W 0.07 9 C 0.00 0.07 A LOCK 2.Ox 4.0 Ctr-0.5 0.90 Gary Dounson & Associates, W -X 0.07 9 C 0.00 0.07 Q LOCK 1.0x 3.0 Ctr Ctr 0.90 Inc. X -Y 0.07 9 C 0.00 0.07 R LOCK 1.0x 3.0 Ctr Ctr 0.90 2830 NW 41st Street Suite D Y -Z 0.10 9 C 0.00 0.10 S LOCK 1.0x 3.0 Ctr Ctr 0.90 Gainesville, FL 32606 Z -AA 0.10 9 C 0.00 0.10 T LOCK 1.Ox 3.0 Ctr Ctr 0.90 (352)375-8593 AA-C 0.04 9 C 0.00 0.04 U LOCK 1.0x 3.0 Ctr Ctr 0.90 CA 5201 Robbins Engineering,Inc./Online PIUSTM©1996-2005 Version 18.0.014 Engineering-Portrait 12/8/2005 11:55:12 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Rft :OH] EnKineering 051413 F3 1 M100 150108 11000 0 84- DAI Res- Lot B- Floor HO 1-10-0 HO 1-10-0 m 0 TC _ 15-0-0 - - - - ix3= 2x4 1x31'. 1x3, lx3i. 1x31'. 1x31.1 1x31 1x3 1.3 1x3 1x3 1x311 A P Q R S T U V W X Y C ciD 1-10-0 E B x4 2x4= 0 N M L K J I H G F 1x3 1x3 1x3 1x3 1x3 1x3 1x3 1x3 1x3 1x3 -- - -- 7 - - Common Diagonal: 1-2-8 BC - -- 15-1-8 - 15-1-8 ALL PLATES ARE LOCK20 Scale:0.375"=1' Robbins Engineering, Inc./Online Plus' APPROX. TRUSS WEIGHT: 58.5 LBS O -N 0.01 0 T 0.00 0.01 C LOCK 1.Ox 3.0 Ctr Ctr 0.90 N -M 0.01 0 T 0.00 0.01 C LOCK 1.Ox 3.0 Ctr Ctr 0.00 Online Plus -- Version 18.0.014 M -L 0.01 0 T 0.00 0.01 B LOCK 2.Ox 4.0 0.5 Ctr 0.90 RUN DATE: 23-NOV-05 L -K 0.01 0 T 0.00 0.01 0 LOCK 1.0x 3.0 Ctr Ctr 0.90 K -J 0.01 0 T 0.00 0.01 N LOCK 1.0x 3.0 Ctr Ctr 0.90 CSI -Size- ----Lumber---- J -I 0.01 0 T 0.00 0.01 M LOCK 1.0x 3.0 Ctr Ctr 0.90 TC 0.09 4x 2 SP-#2 I -H 0.01 0 T 0.00 0.01 L LOCK 1.0x 3.0 Ctr Ctr 0.90 BC 0.02 4x 2 SP-#2 H -G 0.01 0 T 0.00 0.01 K LOCK 1.0x 3.0 Ctr Ctr 0.90 WB 0.02 4x 2 SP-#3 G -F 0.01 0 T 0.00 0.01 J LOCK 1.0x 3.0 Ctr Ctr 0.90 F -E 0.02 0 T 0.00 0.02 I LOCK 1.0x 3.0 Ctr Ctr 0.90 Brace truss as follows: -------------Webs------------- H LOCK 1.0x 3.0 Ctr Ctr 0.90 O.C. From To B -A 0.00 43 C G LOCK 1.0x 3.0 Ctr Ctr 0.90 TC Cont. 0- 0- 0 15- 1- 8 B -A 0.00 43 C F LOCK 1.0x 3.0 Ctr Ctr 0.90 BC Cont. 0- 0- 0 15- 1- 8 0 -P 0.02 140 C E LOCK 2.Ox 4.0 Ctr 0.5 0.90 N -Q 0.02 131 C Loading Live Dead (psf) M -R 0.02 133 C TC 40.0 10.0 L -S 0.02 133 C NOTES: BC 0.0 5.0 K -T 0.02 133 C Trusses Manufactured by: Total 40.0 15.0 55.0 J -U 0.02 133 C Y ROOF TRUSS Spacing 24.0" I -V 0.02 133 C An Spacing Conforms To: Lumber Duration Factor 1.00 H -W 0.02 133 C signFBC2c4 Des Plate Duration Factor 1.00 G -X 0.02 130 C Design checked for 10 psf non- TC Fb=1.15 Fc=1.10 Ft=1.10 F -Y 0.02 146 C concurrent LL on BC. BC Fb=1.10 Fc=1.10 Ft=1.10 E -C 0.01 64 C 0.01 0.00 This truss must be installed as shown. It cannot be Plus 1 UBC LL Load Case(s) LL Defl 0.00" in F -E L/999 installed upside-down. TL Defl 0.00" in F -E L/999 Max comp. force 146 Lbs it React Uplft Size Req'd Shear // Grain in Y -C 0.12 Quality Control Factor 1.25 Lbs Lbs In-Sx In-Sx Cont. Brg 0- 0- 0 to 15- 1- 8 Plates for each ply each face. FABRICATOR NOTES: 1645 0 Hz = 0 ALL CONNECTOR PLATES 1. Delegated Engineer (Truss TO BE MANUFACTURED BY Designer) Membr CSI P Lbs Axl-CSI-Bnd ROBBINS ENGINEERING, INC. Gary Dounson, PE 35054 ----------Top Chords---------- Plate - LOCK 20 Ga, Gross Area Gary Dounson & Associates, A -P 0.08 7 C 0.00 0.08 Plate - RHS 20 Ga, Gross Area Inc. P -Q 0.08 7 C 0.00 0.08 it Type Plt Size X Y JSI 2830 NW 41st Street Suite D Q -R 0.07 7 C 0.00 0.07 A LOCK 2.Ox 4.0 Ctr-0.5 0.90 Gainesville, FL 32606 R -S 0.07 7 C 0.00 0.07 P LOCK 1.0x 3.0 Ctr Ctr 0.90 (352)375-8593 S -T 0.07 7 C 0.00 0.07 Q LOCK 1.0x 3.0 Ctr Ctr 0.90 CA 5201 T -U 0.07 7 C 0.00 0.07 R LOCK 1.0x 3.0 Ctr Ctr 0.90 U -V 0.07 7 C 0.00 0.07 S LOCK 1.0x 3.0 Ctr Ctr 0.90 V -W 0.07 7 C 0.00 0.07 T LOCK 1.0x 3.0 Ctr Ctr 0.90 W -X 0.07 7 C 0.00 0.07 U LOCK 1.0x 3.0 Ctr Ctr 0.90 X -Y 0.09 7 C 0.00 0.09 V LOCK 1.0x 3.0 Ctr Ctr 0.90 Y -C 0.09 7 C 0.00 0.09 W LOCK 1.0x 3.0 Ctr Ctr 0.90 --------Bottom Chords--------- X LOCK 1.0x 3.0 Ctr Ctr 0.90 B -0 0.01 0 T 0.00 0.01 Y LOCK 1.0x 3.0 Ctr Ctr 0.90 Robbins Engineering,Inc./Online Plus"©1996-2005 Version 18.0 014 Engineering-Portrait 12/8/2005 11:55:12 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering 051413 1 F5 14 M100 150508 11000 0 0 84- DAI Res- Lot B- Floor HO 1-10-0 HO 1-10-0 m 0 TC __ __15-4-0 -- _ H. 1x3= 4x5= 3x3= 3x3= 3x3= 1x31, 3x3= 3x3= 4x4= A M N O P Q R C D 1-10-0 B E 2x4= 2x4. L K J I H G F 4x4= 3x3= 3x3= 1x3 3x3= 3x3= 4x4= Common Diagonal: 1-3-0 W:308 W:500 R: 846 R: 834 BCI' - �- ALL PLATES ARE LOCK20 Scale:0.375"=1' Robbins Engineering, Inc./Online Plus" APPROX. TRUSS WEIGHT: 117.7 LBS J -I 0.65 1832 T 0.27 0.38 I LOCK 1.Ox 3.0 Ctr Ctr 0.90 I -H 0.65 1832 T 0.27 0.38 H LOCK 3.Ox 3.0 Ctr Ctr 0.60 Online Plus -- Version 18.0.014 H -G 0.50 1660 T 0.21 0.29 G LOCK 3.Ox 3.0 Ctr Ctr 0.71 RUN DATE: 23-NOV-05 G -F 0.26 1074 T 0.22 0.04 F LOCK 4.Ox 4.0 Ctr 0.5 0.72 F -E 0.03 0 T 0.00 0.03 E LOCK 2.Ox 4.0 Ctr 0.5 0.90 CSI -Size- ----Lumber---- -------------Webs------------- TC 0.37 4x 2 SP-#2 B -A 0.09 462 C BC 0.65 4x 2 SP-#2 B -A 0.09 462 C NOTES: WB 0.37 4x 2 SP-#3 A -L 0.37 925 T Trusses Manufactured by: L -M 0.17 867 C RIDGWAY ROOF TRUSS Brace truss as follows: M -K 0.20 514 T Analysis Conforms To: O.C. From To K -N 0.09 486 C FBC2004 TC Cont. 0- 0- 0 15- 5- 8 N -J 0.09 247 T Design checked for 10 psf non- BC Cont. 0- 0- 0 15- 5- 8 J -O 0.05 256 C concurrent LL on BC. I -0 0.03 164 C Provide 2X6 continuous Loading Live Dead (psf) H -P 0.03 183 C strongbacks (on edge) every TC 40.0 10.0 H -Q 0.17 426 T 10.0 Ft. Fasten to each BC 0.0 5.0 Q -G 0.09 489 C truss w/ 3-16d nails at Total 40.0 15.0 55.0 G -R 0.20 503 T truss member(s) . Spacing 24.0" R -F 0.17 872 C This truss must be installed Lumber Duration Factor 1.00 F -C 0.36 917 T as shown. It cannot be Plate Duration Factor 1.00 E -C 0.16 828 C installed upside-down. TC Fb=1.15 Fc=1.10 Ft=1.10 Max comp. force 1832 Lbs BC Fb=1.10 Fc=1.10 Ft=1.10 LL Defl -0.09" in J -I L/999 Quality Control Factor 1.25 TL Defl -0.12" in J -I L/999 Plus 2 Unbalanced Load Cases Shear // Grain in A -M 0.25 FABRICATOR NOTES: Plus 1 USC LL Load Case(s) 1. Delegated Engineer (Truss Plates for each ply each face. Designer) it React Uplft Size Req'd ALL CONNECTOR PLATES Gary Dounson, PE 35054 Lbs Lbs In-Sx In-Sx TO BE MANUFACTURED BY Gary Dounson & Associates, B 847 OG 3- 8 1- 0 ROBBINS ENGINEERING, INC. Inc. E 834 0 5- 0 1- 0 Plate - LOCK 20 Ga, Gross Area 2830 NW 41st Street Suite D G = Gravity Uplift Plate - RHS 20 Ga, Gross Area Gainesville, FL 32606 it Type Plt Size X Y JSI (352)375-8593 Membr CSI P Lbs Axl-CSI-Bnd A LOCK 4.Ox 5.0 Ctr-0.5 0.90 CA 5201 ----------Top Chords---------- M LOCK 3.Ox 3.0 Ctr Ctr 0.73 A -M 0.34 580 C 0.00 0.34 N LOCK 3.Ox 3.0 Ctr Ctr 0.60 M -N 0.35 1396 C 0.01 0.34 O LOCK 3.Ox 3.0 Ctr Ctr 0.60 N -O 0.35 1776 C 0.03 0.32 P LOCK 1.0x 3.0 Ctr Ctr 0.90 O -P 0.34 1832 C 0.01 0.33 Q LOCK 3.Ox 3.0 Ctr Ctr 0.60 P -Q 0.34 1832 C 0.01 0.33 R LOCK 3.Ox 3.0 Ctr Ctr 0.71 Q -R 0.37 1371 C 0.01 0.36 C LOCK 4.Ox 4.0-0.5-0.5 0.64 R -C 0.36 559 C 0.00 0.36 C LOCK 1.0x 3.0 Ctr Ctr 0.00 --------Bottom Chords--------- B LOCK 2.Ox 4.0 0.5 Ctr 0.90 B -L 0.04 0 T 0.00 0.04 L LOCK 4.Ox 4.0 Ctr 0.5 0.72 L -K 0.25 1092 T 0.22 0.03 K LOCK 3.Ox 3.0 Ctr Ctr 0.73 K -J 0.38 1683 T 0.35 0.03 J LOCK 3.Ox 3.0 Ctr Ctr 0.60 Robbins Engineering,Inc./Online PIUSTM©1996-2005 Version 18.0.014 Engineering-PortraR 12/8/2005 11:55:13 AM Pagel Job Mark I Type Span P1-Hl Left OH Right OH Engineering 051413 F7 5 M100 210800 11000 0 0 84- DAI Res- Lot B- Floor HO 1-10-0 HO 1-10-0 TC --- - - -- --_ - __ lx - ---21- 9- 13- 3x5 3x5 : 3x3-�L80 4x5= 3x3= 3x3-= 1x3 ' 3x3- 513x3= 3x3= 4x6= 1x3 1x3 3x5= A :30 P CC DD EE FF GG HH R II JJ E 1-10-0 B F ------ --- 1x3.',. 00 BB AA Z Y X W V LS U T 2x41. 1x3= 3x5=4x4 3x3= S2 3x3= 1x33x3= 3x3= 4x4= 2x41 3x3=3x3= 3x5= Cant:2- 0- 07 Common Diagonal: 1-3-0 W://////508 W:308 W:306 w R:1174 R:1269 R: 178 U: 122 BC 2-1-4 ap 15-5-4 0 ALL PLATES ARE LOCK20 Scale:0.250"=1' Robbins Engineering, Inc./Online Plus" APPROX. TRUSS WEIGHT: 170.8 LBS B -0 0.05 0 T 0.00 0.05 FF LOCK 3.Ox 3.0 Ctr Ctr 0.57 O -BB 0.05 244 C 0.00 0.05 S1 LOCK W3.Ox 5.0 Ctr Ctr 0.00 Online Plus -- Version 18.0.014 BB-AA 0.25 952 T 0.21 0.04 GG LOCK 3.Ox 3.0 Ctr Ctr 0.53 RUN DATE: 06-DEC-05 AA-S2 0.37 1534 T 0.32 0.05 HH LOCK 3.Ox 3.0 Ctr Ctr 0.86 S2-Z 0.55 1534 T 0.20 0.35 R LOCK 4.Ox 6.0 Ctr-0.5 0.93 CSI -Size- ----Lumber---- Z -Y 0.69 1695 T 0.26 0.43 II LOCK 1.0x 3.0 Ctr Ctr 0.88 TC 0.47 4x 2 SP-#2 Y -X 0.69 1695 T 0.26 0.43 JJ LOCK 1.0x 3.0 Ctr Ctr 0.88 BC 0.69 4x 2 SP-#2 X -W 0.35 1423 T 0.31 0.04 E LOCK 3.Ox 5.0 Ctr Ctr 0.86 WB 0.38 4x 2 SP-#3 W -V 0.18 716 T 0.15 0.03 B LOCK 1.0x 3.0 Ctr Ctr 0.88 V -L 0.04 457 C 0.00 0.04 B LOCK 1.0x 3.0 Ctr Ctr 0.00 Brace truss as follows: L -U 0.36 457 C 0.00 0.36 0 LOCK 3.Ox 5.0 Ctr Ctr 0.86 O.C. From To U -T 0.36 183 C 0.00 0.36 BB LOCK 4.Ox 4.0 Ctr 0.5 0.69 TC Cont. 0- 0- 0 21- 8- 0 T -F 0.33 0 T 0.00 0.33 AA LOCK 3.Ox 3.0 Ctr Ctr 0.75 BC Cont. 0- 0- 0 21- 8- 0 -------------Webs------------- S2 LOCK W3.Ox 5.0 Ctr Ctr 0.00 B -A 0.00 26 T Z LOCK 3.Ox 3.0 Ctr Ctr 0.59 Loading Live Dead (psf) A -O 0.06 318 C Y LOCK 1.0x 3.0 Ctr Ctr 0.88 TC 40.0 10.0 0 -P 0.10 526 C X LOCK 3.Ox 3.0 Ctr Ctr 0.53 BC 0.0 5.0 0 -P 0.10 526 C W LOCK 3.Ox 3.0 Ctr Ctr 0.86 Total 40.0 15.0 55.0 P -BB 0.35 872 T V LOCK 4.Ox 4.0 Ctr 0.5 0.76 Spacing 24.0" BB-CC 0.17 852 C L LOCK 2.Ox 4.0 Ctr 0.5 0.88 Lumber Duration Factor 1.00 CC-AA 0.21 529 T U LOCK 3.Ox 3.0 Ctr Ctr 0.72 Plate Duration Factor 1.00 AA-DD 0.10 516 C T LOCK 3.Ox 3.0 Ctr Ctr 0.57 TC Fb=1.00 Fc=1.00 Ft=1.00 DD-Z 0.16 417 T F LOCK 2.Ox 4.0 Ctr 0.5 0.88 BC Fb=1.00 Fc=1.00 Ft=1.00 Z -EE 0.04 206 C Y -FF 0.02 125 C Load Case # 1 Standard Loading FF-X 0.05 276 C NOTES: Lumber Duration Factor 1.00 X -GG 0.10 262 T Trusses Manufactured by: Plate Duration Factor 1.00 GG-W 0.11 583 C RIDGWAY ROOF TRUSS plf - Live Dead From To W -HH 0.24 613 T Analysis Conforms To: TC V 80 20 0.0' 21.7' HH-V 0.19 933 C FBC2004 BC V 0 10 0.0' 21.7' V -R 0.38 962 T Design checked for 10 psf non- TC V 80 30 0.0' CL-LB L -R 0.14 720 C concurrent LL on BC. L -R 0.14 720 C Provide 2X6 continuous Plus 4 Unbalanced Load Cases R -U 0.19 497 T strongbacks (on edge) every Plus 1 UBC LL Load Case(s) U -II 0.04 238 C 10.0 Ft. Fasten to each T -JJ 0.03 103 C truss w/ 3-16d nails at Jt React Uplft Size Req'd T -E 0.05 285 C truss member(s). Lbs Lbs In-Sx In-Sx F -E 0.03 92 T This truss must be installed 0 1175 0 5- 8 1- 0 F -E 0.03 92 T as shown. it cannot be L 1269 0 3- 8 1- 0 installed upside-down. F 179 123G 3- 8 1- 0 LL Defl -0.10" in Y -X L/999 Max comp. force 1695 Lbs G = Gravity Uplift TL Defl -0.13" in Y -X L/999 Quality Control Factor 1.25 LL Cant 0.03" in B -Q L/918 Membr CSI P Lbs Axl-CSI-Bnd Shear // Grain in S1-GG 0.25 FABRICATOR NOTES: ----------Top Chords---------- 1. Delegated Engineer (Truss A -P 0.37 244 T 0.05 0.32 Plates for each ply each face. Designer) P -CC 0.36 456 C 0.00 0.36 ALL CONNECTOR PLATES Gary Dounson, PE 35054 CC-DD 0.37 1249 C 0.01 0.36 TO BE MANUFACTURED BY Gary Dounson & Associates, DD-EE 0.47 1695 C 0.01 0.46 ROBBINS ENGINEERING, INC. Inc. EE-FF 0.47 1695 C 0.01 0.46 Plate - LOCK 20 Ga, Gross Area 2630 NW 41st Street Suite D FF-S1 0.38 1571 C 0.02 0.36 Plate - RHS 20 Ga, Gross Area Gainesville, FL 32606 S1-GG 0.41 1571 C 0.01 0.40 Jt Type Plt Size X Y JSI (352)375-8593 GG-HH 0.40 1078 C 0.00 0.40 A LOCK 3.Ox 3.0 Ctr Ctr 0.57 CA 5201 HH-R 0.32 167 C 0.00 0.32 A LOCK 1.Ox 3.0 Ctr Ctr 0.00 R -ii 0.41 183 T 0.03 0.38 P LOCK 4.0x 5.0 Ctr-0.5 0.75 II-JJ 0.41 183 T 0.03 0.38 CC LOCK 3.Ox 3.0 Ctr Ctr 0.75 JJ-E 0.33 183 T 0.04 0.29 DD LOCK 3.Ox 3.0 Ctr Ctr 0.59 --------Bottom Chords--------- EE LOCK 1.Ox 3.0 Ctr Ctr 0.88 Robbins Engineering,Inc./Online PIUSTM©1996-2005 Version 18.0.014 Engineering-Portrait 12/8/2005 11:55:14 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH T Engineering 051413 F10 1 M100 200100 11000 0 0 84- DAI Res- Lot B- Floor HO 1-10-0 HO 1-10-0 W 0 TC - - lx3- 3x3= _ ..�� C 3= -20- 2- 8 - - 3x2l- :87.3 3x3= 4x5- 3x3= 5x5= 3x3=1x3 3x3= 3x3= 4x4= A D:32.7 S I T USPL V W X Y E F 1-10-0 B G - 1x3 D R JH Q P S1 O N M L K 2x41 1x3- 3x3= 3x3= 3x5= 4x4- 3x3 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 051413 F12 5 M100 80800 11000 0 0 84- DAI Res- Lot B- Floor HO 1-10-0 HO 1-10-0 CD 00 0 0 TC"i _ 8-5-0 1x3= 1x3=3 3x3= 3x = lx3 3x3= 3x3= A K L M D Zq 1-10-0 C H -_-__- 2x4 2x4 J I H G 3x3= 3x3- 1x3 3x3= Common Diagonal: 1-3-0 W:500 W:308 R: 457 R: 457 BC_-- -- -_ - - -8-8-0 0 ALL PLATES ARE LOCK20 Scale:0.500"=1' Robbins Engineerinq, Inc./Online Plus' APPROX. TRUSS WEIGHT: 68.6 LBS M -D 0.41 265 C 0.00 0.41 H LOCK 1.Ox 3.0 Ctr Ctr 0.90 ------Bottom Chords--------- G LOCK 3.Ox 3.0 Ctr Ctr 0.61 Online Plus -- Version 18.0.014 C -J 0.08 0 T 0.00 0.08 F LOCK 2.Ox 4.0 Ctr 0.5 0.90 RUN DATE: 23-NOV-05 J -I 0.29 502 T 0.09 0.20 I -H 0.36 534 T 0.08 0.28 CSI -Size- ----Lumber---- H -G 0.36 534 T 0.08 0.28 NOTES: TC 0.41 4x 2 SP-#2 G -F 0.05 0 T 0.00 0.05 Trusses Manufactured by: BC 0.36 4x 2 SP-#2 -------------Webs------------- RIDGWAY ROOF TRUSS WB 0.17 4x 2 SP-#3 C -A 0.09 455 C Analysis Conforms To: A -J 0.17 442 T FBC2004 Brace truss as follows: J -K 0.08 394 C Design checked for 10 psf non- O.C. From To K -I 0.07 181 T concurrent LL on BC. TC Cont. 0- 0- 0 8- 8- 0 I -L 0.01 92 C This truss must be installed BC Cont. 0- 0- 0 8- 8- 0 H -M 0.04 112 T as shown. It cannot be M -G 0.09 442 C installed upside-down. Loading Live Dead (psf) G -D 0.17 435 T Max comp. force 534 Lbs TC 40.0 10.0 F -D 0.08 446 C Quality Control Factor 1.25 BC 0.0 5.0 Total 40.0 15.0 55.0 LL Defl -0.0411 in J -I L/999 FABRICATOR NOTES: Spacing 24.011 TL Defl -0.0611 in J -I L/999 1. Delegated Engineer (Truss Lumber Duration Factor 1.00 Shear // Grain in M -D 0.26 Designer) Plate Duration Factor 1.00 Gary Dounson, PE 35054 TC Fb=1.15 Fc=1.10 Ft=1.10 Plates for each ply each face. Gary Dounson & Associates, BC Fb=1.10 Fc=1.10 Ft=1.10 ALL CONNECTOR PLATES Inc. TO BE MANUFACTURED BY 2830 NW 41st Street Suite D Plus 2 Unbalanced Load Cases ROBBINS ENGINEERING, INC. Gainesville, FL 32606 Plus 1 UBC LL Load Case(s) Plate - LOCK 20 Ga, Gross Area (352)375-8593 Plate - RHS 20 Ga, Gross Area CA 5201 it React Uplft Size Regld it Type Plt Size X Y JSI Lbs Lbs In-Sx In-Sx A LOCK 3.Ox 3.0 Ctr Ctr 0.62 C 458 OG 5- 0 1- 0 A LOCK 1.0x 3.0 Ctr Ctr 0.00 F 458 0 3- 8 1- 0 K LOCK 3.Ox 3.0 Ctr Ctr 0.60 G = Gravity Uplift L LOCK 1.0x 3.0 Ctr Ctr 0.90 M LOCK 3.Ox 3.0 Ctr Ctr 0.60 Membr CSI P Lbs Axl-CSI-Bnd D LOCK 3.Ox 3.0 Ctr Ctr 0.61 ----------Top Chords---------- D LOCK 1.0x 3.0 Ctr Ctr 0.00 A -K 0.33 269 C 0.00 0.33 C LOCK 2.Ox 4.0 Ctr 0.5 0.90 K -L 0.33 534 C 0.00 0.33 J LOCK 3.Ox 3.0 Ctr Ctr 0.62 L -M 0.41 534 C 0.00 0.41 I LOCK 3.Ox 3.0 Ctr Ctr 0.60 Robbins Engineering,Inc./Online Plus-©1996-2005 Version 18.0.014 Engineering-Portrait 12/8/200511:55:15 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 051413 F14 3 M100 120800 11000 0 0 84- DAI Res- Lot B- Floor HO 1-10-0 HO 1-10-0 m m 0 0 _1.2-5--0 - --- - lx3- 1x3= 3x4= 3x3- 3x3= 3x3= 3x3= 3x4= A M N O P D B E 1-10-0 C F 2x4 L K J I H G 2x411 3x3= 3x3= 1x3' 1x3. 3x3= 3x3= Common Diagonal: 1-3-0 J 4 W:500 W:308 R: 677 R: 677 BC 12-B-0 12-8-0.. _ - - ALL PLATES ARE LOCK20 Scale:0.375"=1' Robbins Engineering, Inc./Online Plus' APPROX. TRUSS WEIGHT: 95.2 LBS P -D 0.41 437 C 0.00 0.41 D LOCK 3.Ox 4.0-0.5 Ctr 0.90 --------Bottom Chords--------- D LOCK 1.0x 3.0 Ctr Ctr 0.00 Online Plus -- Version 18.0.014 C -L 0.04 0 T 0.00 0.04 C LOCK 2.Ox 4.0 Ctr 0.5 0.90 RUN DATE: 23-NOV-05 L -K 0.21 840 T 0.15 0.06 L LOCK 3.Ox 3.0-0.2 Ctr 0.94 K -J 0.51 1204 T 0.18 0.33 K LOCK 3.Ox 3.0 Ctr Ctr 0.60 CSI -Size- ----Lumber---- J -I 0.51 1204 T 0.18 0.33 J LOCK 1.0x 3.0 Ctr Ctr 0.90 TC 0.41 4x 2 SP-#2 I -H 0.51 1204 T 0.18 0.33 I LOCK 1.0x 3.0 Ctr Ctr 0.90 BC 0.51 4x 2 SP-#2 H -G 0.21 840 T 0.15 0.06 H LOCK 3.Ox 3.0 Ctr Ctr 0.60 WB 0.28 4x 2 SP-#3 G -F 0.04 0 T 0.00 0.04 G LOCK 3.Ox 3.0 0.2 Ctr 0.94 -------------Webs------------- F LOCK 2.Ox 4.0 Ctr 0.5 0.90 Brace truss as follows: C -A 0.13 671 C O.C. From To A -L 0.28 718 T TC Cont. 0- 0- 0 12- 8- 0 L -M 0.13 680 C NOTES: BC Cont. 0- 0- 0 12- 8- 0 M -K 0.13 327 T Trusses Manufactured by: K -N 0.07 379 C RIDGWAY ROOF TRUSS Loading Live Dead (psf) J -N 0.05 126 T Analysis Conforms To: TC 40.0 10.0 I -O 0.05 126 T FBC2004 BC 0.0 5.0 O -H 0.07 379 C Design checked for 10 psf non- Total 40.0 15.0 55.0 H -P 0.13 327 T concurrent LL on BC. Spacing 24.011 P -G 0.13 680 C Provide 2X6 continuous Lumber Duration Factor 1.00 G -D 0.28 718 T strongbacks (on edge) every Plate Duration Factor 1.00 F -D 0.13 671 C 10.0 Ft. Fasten to each TC Fb=1.15 Fc=1.10 Ft=1.10 truss w/ 3-16d nails at BC Fb=1.10 Fc=1.10 Ft=1.10 LL Defl -0.0711 in K -J L/999 truss member(s) . TL Defl -0.0811 in K -J L/999 This truss must be installed Plus 2 Unbalanced Load Cases Shear // Grain in A -M 0.25 as shown. It cannot be Plus 1 UBC LL Load Case(s) installed upside-down. Plates for each ply each face. Max comp. force 1204 Lbs it React Uplft Size Reqld ALL CONNECTOR PLATES Quality Control Factor 1.25 Lbs Lbs In-Sx In-Sx TO BE MANUFACTURED BY C 677 OG 5- 0 1- 0 ROBBINS ENGINEERING, INC. FABRICATOR NOTES: F 677 0 3- 8 1- 0 Plate - LOCK 20 Ga, Gross Area 1. Delegated Engineer (Truss G = Gravity Uplift Plate - RHS 20 Ga, Gross Area Designer) it Type Plt Size X Y JSI Gary Dounson, PE 35054 Membr CSI P Lbs Axl-CSI-Bnd A LOCK 3.Ox 4.0 0.5 Ctr 0.90 Gary Dounson & Associates, ----------Top Chords---------- A LOCK 1.0x 3.0 Ctr Ctr 0.00 Inc. A -M 0.41 437 C 0.00 0.41 M LOCK 3.Ox 3.0 Ctr Ctr 0.60 2830 NW 41st Street Suite D M -N 0.41 1025 C 0.00 0.41 N LOCK 3.Ox 3.0 Ctr Ctr 0.60 Gainesville, FL 32606 N -O 0.31 1204 C 0.00 0.31 O LOCK 3.Ox 3.0 Ctr Ctr 0.60 (352)375-8593 O -P 0.41 1025 C 0.00 0.41 P LOCK 3.Ox 3.0 Ctr Ctr 0.60 CA 5201 Robbins Engineering,Inc./Online Plus-©1996-2005 Version 18.0.014 Engineering-Portrait 12/8/2005 11:55:16 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 051414 RI 1 HIPP 350000 7 2- 0- 0 2- 0- 0 84- DAI Res- Lot B- Roof HO 4-5 HO 4-5 C o c 0 0 0 c o TC. h 7-1-8 20-9-0 _ 7 1 8 SPL 6.8 L:158.9 4x5= 5x8= 3x5- 6x10= � J B .:.D:135.1 J R L C 7/ 4x5- 4-6-3 3x5 5x6= A 5#D - L:136.2 I H L:516.2 E y W:508 `'7D:115.8 7x10- 4x8= c D:438.8 2x4 W:508 R:3251 V SPL v R:2964 U:3151 g G U:2883 2x4 8x10 SPL BC- - 7_1_8 15_4_8 12-6-0 i ---- 35-0-0 - - ALL PLATES ARE LOCK20 Scale:0.125"=1' Robbins Engineerinq, Inc./Online Plus" APPROX. TRUSS WEIGHT: 260.7 LBS it React Uplft Size Req'd K LOCK 5.0x 8.0 Ctr-0.8 0.84 Lbs Lbs In-Sx In-Sx L LOCK 3.Ox 5.0 Ctr Ctr 0.65 Online Plus -- Version 18.0.014 A 3252 3151 5- 8 3-13 C LOCK 6.0x10.0-1.4-4.2 0.97 RUN DATE: 23-NOV-05 D 2965 2883 5- 8 3- 8 D LOCK 5.Ox 6.0 Ctr-0.2 0.96 F LOCK 2.Ox 4.0 Ctr Ctr 0.59 CSI -Size- ----Lumber---- Membr CSI P Lbs Axl-CSI-Bnd I LOCK 7.0x10.0 Ctr 1.2 0.83 TC 0.91 2x 4 SP-2400 ----------Top Chords---------- H LOCK 4.Ox 8.0 Ctr Ctr 0.43 BC 0.72 2x 6 SP-#2 A -B 0.79 5573 T 0.29 0.50 G LOCK 8.0x10.0 Ctr 1.2 0.97 EX I -G 2x 6 SP-2400 B -J 0.86 6857 T 0.42 0.44 E LOCK 2.Ox 4.0 Ctr Ctr 0.44 WB 0.98 2x 4 SP-#3 J -K 0.91 7521 T 0.46 0.45 K -L 0.91 7521 T 0.46 0.45 Brace truss as follows: L -C 0.69 7037 T 0.43 0.26 NOTES: O.C. From To C -D 0.72 5039 T 0.23 0.49 Trusses Manufactured by: TC Cont. 0- 0- 0 35- 0- 0 --------Bottom Chords--------- RIDGWAY ROOF TRUSS BC Cont. 0- 0- 0 35- 0- 0 A -F 0.71 4630 T 0.60 0.11 Analysis Conforms To: WB 1 rows CLB on B -I F -I 0.72 4619 T 0.60 0.12 FBC2004 WB 1 rows CLB on G -C I -H 0.38 6455 C 0.31 0.07 OH Loading Attach CLB with (2) -10d nails H -G 0.41 6635 C 0.32 0.09 Soffit psf 2.0 at each web. G -E 0.61 4131 T 0.54 0.07 Design checked for 10 psf non- E -D 0.67 4136 T 0.43 0.24 concurrent LL on BC. Loading Live Dead (psf) -------------Webs------------- Prevent truss rotation at all TC 20.0 7.0 F -B 0.14 552 T bearing locations. BC 0.0 10.0 B -I 0.72 2363 C 1 Br Wind Loads - ANSI / ASCE 7-02 Total 20.0 17.0 37.0 I -J 0.40 1609 T Truss is designed as Spacing 24.0" J -H 0.50 854 C Components and Claddings* Lumber Duration Factor 1.25 H -K 0.27 1086 T for Exterior zone location. Plate Duration Factor 1.25 H -L 0.36 622 C Wind Speed: 120 mph TC Fb=1.00 Fc=1.00 Ft=1.00 G -L 0.27 1116 T Mean Roof Height: 25-0 BC Fb=1.00 Fc=1.00 Ft=1.00 G -C 0.98 3197 C 1 Br Exposure Category: C E -C 0.06 253 T Occupancy Factor : 1.00 Load Case # 1 Standard Loading Building Type: Part. Enc Lumber Duration Factor 1.25 LL Defl -0.35" in H -G L/999 TC Dead Load: 4.0 psf Plate Duration Factor 1.25 TL Defl -0.65" in H -G L/631 BC Dead Load: 6.0 psf plf - Live Dead From To Shear // Grain in K -L 0.52 Max comp. force 7314 Lbs TC V 40 14 0.0' 35.0' Quality Control Factor 1.25 BC V 0 20 0.0' 35.0' Plates for each ply each face. TC V 51 18 7.1' 22.7' ALL CONNECTOR PLATES FABRICATOR NOTES: BC V 0 26 7.1' 22.7' TO BE MANUFACTURED BY 1. Delegated Engineer (Truss BC V 516 439 22.5' CL-LB ROBBINS ENGINEERING, INC. Designer) TC V 159 135 7.1' CL-LB Plate - LOCK 20 Ga, Gross Area Gary Dounson, PE 35054 BC V 136 116 7.1' CL-LB Plate - RHS 20 Ga, Gross Area Gary Dounson & Associates, it Type Plt Size X Y JSI Inc. A LOCK 3.Ox 5.0 0.3 0.1 0.96 2830 NW 41st Street Suite D Plus 9 Wind Load Case(s) A LOCK 4.Ox 5.0 0.9 0.5 0.69 Gainesville, FL 32606 Plus 1 UBC LL Load Case(s) B LOCK 6.Ox 8.0 1.1-3.9 0.93 (352)375-8593 J LOCK 4.Ox 5.0 Ctr 0.5 0.93 CA 5201 Robbins Engineering,Inc./Online Plus-©1996-2005 Version 18.0.014 Engineering-Portrait 12/8/2005 11:56:08 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 051414 R2A 1 JACK 70108 7 0 0 84- DAI Res- Lot B- Roof HO 4-5 HO 4-6-3 TC 7-1-8 2x4 B 7 3x4% E 4-6-3 3x4= A C 3x4= D 2x4' W:508 HGR R: 955 R: 955 U: 883 U:1131 BCT---7_1_8 - --� ��-- -- -7-1-8-- ALL PLATES ARE LOCK20 Scale:0.375"=1' Robbins Engineering, Inc./Online Plus" APPROX. TRUSS WEIGHT: 53.2 LBS Hz = 421 Girder Common C 956 1132 3- 8 1- 2 Loading BC Online Plus -- Version 18.0.014 Hz = 269 Span 12- 6- 0 RUN DATE: 23-NOV-05 Provide connection to bearing Membr CSI P Lbs Axl-CSI-Bnd for 420 Lbs Horiz Reaction CSI -Size- ----Lumber---- ----------Top Chords---------- Design checked for 10 psf non- TC 0.35 2x 4 SP-#2 A -E 0.35 1115 C 0.11 0.24 concurrent LL on BC. BC 0.43 2x 6 SP42 E -B 0.24 87 C 0.00 0.24 No wind exposure on right end. WB 0.32 2x 4 SP-#3 --------Bottom Chords--------- Use properly rated hangers for A -D 0.43 1224 T 0.12 0.31 loads framing into girder Brace truss as follows: D -C 0.35 1224 T 0.12 0.23 truss. O.C. From To -------------Webs------------- Wind Loads - ANSI / ASCE 7-02 TC Cont. 0- 0- 0 7- 1- 8 D -E 0.29 1159 T Truss is designed as BC Cont. 0- 0- 0 7- 1- 8 E -C 0.32 1538 C Components and Claddings* C -B 0.04 160 T for Exterior zone location. Loading Live Dead (psf) Wind Speed: 120 mph TC 20.0 7.0 LL Defl -0.0211 in A -D L/999 Mean Roof Height: 25-0 BC 0.0 10.0 TL Defl -0.0311 in A -D L/999 Exposure Category: C Total 20.0 17.0 37.0 Shear // Grain in A -D 0.41 Occupancy Factor : 1.00 Spacing 24.011 Building Type: Part. Enc Lumber Duration Factor 1.25 Plates for each ply each face. TC Dead Load: 4.0 psf Plate Duration Factor 1.25 ALL CONNECTOR PLATES BC Dead Load: 6.0 psf TC Fb=1.00 Fc=1.00 Ft=1.00 TO BE MANUFACTURED BY Max comp. force 1538 Lbs BC Fb=1.00 Fc=1.00 Ft=1.00 ROBBINS ENGINEERING, INC. Quality Control Factor 1.25 Plate - LOCK 20 Ga, Gross Area Load Case # 1 Girder Loading Plate - RHS 20 Ga, Gross Area FABRICATOR NOTES: Lumber Duration Factor 1.25 it Type Plt Size X Y JSI 1. Delegated Engineer (Truss Plate Duration Factor 1.25 A LOCK 3.Ox 4.0 Ctr Ctr 0.68 Designer) plf - Live Dead From To E LOCK 3.Ox 4.0 Ctr Ctr 0.94 Gary Dounson, PE 35054 TC V 40 14 0.01 7.11 B LOCK 2.Ox 4.0 Ctr Ctr 0.38 Gary Dounson & Associates, BC V 105 109 0.01 7.11 D LOCK 2.Ox 4.0 Ctr-0.8 0.94 Inc. C LOCK 3.Ox 4.0 Ctr Ctr 0.71 2830 NW 41st Street Suite D Gainesville, FL 32606 Plus 8 Wind Load Case(s) (352)375-8593 Plus 1 UBC LL Load Case(s) NOTES: CA 5201 Trusses Manufactured by: it React Uplft Size Reg1d RIDGWAY ROOF TRUSS Lbs Lbs In-Sx In-Sx Analysis Conforms To: A 956 884 5- 8 1- 2 FBC2004 Robbins Engineering,Inc./Online Plus-©1996-2005 Version 18.0.014 Engineering-Portrait 12/8/2005 11:56:09 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 051414 R2C 3 VJACK 70108 7 2- 0- 0 0 84- DAI Res- Lot B- Roof -4-5 AO 1-8-14 7c 2-0-0 s 3-16d toenail. 4-6-3 7� 2-16d-ils 2-9-5c c 2E4-�- A 5 - �8 A: 375 U: 287 EcT 7-1-9 E 7-1-8 ALL PLATES AAE WCK20 Scale:0.250"=1' Robbins Engineerinq, Inc./Online Plus-" APPROX. TRUSS WEIGHT: 34.9 LBS B -B 0.00 3 C Components and Claddings* --------Bottom Chords--------- for Exterior zone location. Online Plus -- Version 18.0.014 A -C 0.66 266 T 0.00 0.66 Wind Speed: 120 mph RUN DATE: 23-NOV-05 Mean Roof Height: 25-0 LL Defl -0.0811 in A -C L/919 Exposure Category: C CSI -Size- ----Lumber---- TL Defl -0.1911 in A -C L/392 Occupancy Factor : 1.00 TC 0.77 2x 4 SP-#2 Shear // Grain in A -B 0.37 Building Type: Part. Enc BC 0.66 2x 4 SP-#2 Hz Disp LL DL TL TC Dead Load: 4.0 psf it B 0.0511 0.0111 0.0511 BC Dead Load: 6.0 psf Brace truss as follows: Max comp. force 217 Lbs O.C. From To Plates for each ply each face. Quality Control Factor 1.25 TC Cont. 0- 0- 0 7- 1- 8 ALL CONNECTOR PLATES BC Cont. 0- 0- 0 7- 1- 8 TO BE MANUFACTURED BY FABRICATOR NOTES: ROBBINS ENGINEERING, INC. 1. Delegated Engineer (Truss Loading Live Dead (psf) Plate - LOCK 20 Ga, Gross Area Designer) TC 20.0 7.0 Plate - RHS 20 Ga, Gross Area Gary Dounson, PE 35054 BC 0.0 10.0 it Type Plt Size X Y JSI Gary Dounson & Associates, Total 20.0 17.0 37.0 A LOCK 2.Ox 4.0 Ctr Ctr 0.99 Inc. Spacing 24.011 2830 NW 41st Street Suite D Lumber Duration Factor 1.25 Gainesville, FL 32606 Plate Duration Factor 1.25 (352)375-8593 TC Fb=1.15 Fc=1.10 Ft=1.10 For proper installation of CA 5201 BC Fb=1.10 Fc=1.10 Ft=1.10 toe-nails, refer to the 2001 National Design Specification (NDS) for Wood Construction Plus 8 Wind Load Case(s) Plus 1 UBC LL Load Case(s) NOTES: Trusses Manufactured by: it React Uplft Size Reqld RIDGWAY ROOF TRUSS Lbs Lbs In-Sx In-Sx Analysis Conforms To: A 376 287 5- 8 1- 0 FBC2004 Hz = 407 OH Loading B 215 392 3- 8 1- 0 Soffit psf 2.0 C 130 28 3- 8 1- 0 Provide connection to bearing Hz = 261 for 407 Lbs Horiz Reaction Design checked for 10 psf non- Membr CSI P Lbs Axl-CSI-Bnd concurrent LL on BC. ----------Top Chords---------- Wind Loads - ANSI / ASCE 7-02 A -B 0.77 217 C 0.02 0.75 Truss is designed as Robbins Engineering,Inc./Online PIUSTM©1996-2005 Version 18.0.014 Engineering-Portrait 12/8/2005 11:56:10 AM Page 1 Job Mark Quart Type Span P1-H1 Left OH Right OH Fns>ineerin 051414 R2E 1 sP 70108 7 2- o- o 0 84- DAI Res- Lot B- Roof HO 4-5 HO 2-9-9 TCI. 2-0-0 7-1-8 B 2-16d toenails IIS 2x4'.i E 71 4-6-3 1-8-10D 1-8-10C 2-16d toenails D C 4x5 2x4-- A x4-A 5 V W:508 R: 376 U: 342 ALL PLATES ARE LOCK20 Scale:0.375"=1' Robbins Engineerinq, Inc./Online Plus" APPROX. TRUSS WEIGHT: 36.2 LBS A -E 0.67 310 C 0.03 0.64 Soffit psf 2.0 E -B 0.45 214 T 0.01 0.44 Provide connection to bearing Online Plus -- Version 18.0.014 B -B 0.00 3 C for 407 Lbs Horiz Reaction RUN DATE: 23-NOV-05 --------Bottom Chords--------- Design checked for 10 psf non- A -D 0.57 44 T 0.00 0.57 concurrent LL on BC. CSI -Size- ----Lumber---- D -C 0.57 0 T 0.00 0.57 No wind exposure on right end. TC 0.67 2x 4 SP-#2 -------------Webs------------- Wind Loads - ANSI / ASCE 7-02 BC 0.57 2x 4 SP-#2 D -E 0.05 233 T Truss is designed as WB 0.05 2x 4 SP-#3 Components and Claddings* LL Defl -0.10" in A -D L/729 for Exterior zone location. Brace truss as follows: TL Defl -0.20" in A -D L/388 Wind Speed: 120 mph O.C. From To Shear // Grain in A -E 0.28 Mean Roof Height: 25-0 TC Cont. 0- 0- 0 7- 1- 8 Hz Disp LL DL TL Exposure Category: C BC Cont. 0- 0- 0 7- 1- 8 it C 0.13" 0.02" 0.15" Occupancy Factor : 1.00 Building Type: Part. Enc Loading Live Dead (psf) Plates for each ply each face. TC Dead Load: 4.0 psf TC 20.0 7.0 ALL CONNECTOR PLATES BC Dead Load: 6.0 psf BC 0.0 10.0 TO BE MANUFACTURED BY Max comp. force 310 Lbs Total 20.0 17.0 37.0 ROBBINS ENGINEERING, INC. Quality Control Factor 1.25 Spacing 24.0" Plate - LOCK 20 Ga, Gross Area Lumber Duration Factor 1.25 Plate - RHS 20 Ga, Gross Area FABRICATOR NOTES: Plate Duration Factor 1.25 it Type Plt Size X Y JSI 1. Delegated Engineer (Truss TC Fb=1.15 Fc=1.10 Ft=1.10 A LOCK 2.Ox 4.0 Ctr Ctr 0.99 Designer) BC Fb=1.10 Fc=1.10 Ft=1.10 E LOCK 2.Ox 4.0 Ctr Ctr 0.38 Gary Dounson, PE 35054 D LOCK 4.Ox 5.0 Ctr-1.0 0.58 Gary Dounson & Associates, Inc. Plus 8 Wind Load Case(s) 2830 NW 41st Street Suite D Plus 1 UBC LL Load Case(s) Gainesville, FL 32606 For proper installation of (352)375-8593 it React Uplft Size Req'd toe-nails, refer to the 2001 CA 5201 Lbs Lbs In-Sx In-Sx National Design Specification A 376 342 5- 8 1- 0 (NDS) for Wood Construction Hz = 407 B 178 286 3- 8 1- 0 NOTES: Hz = 261 Trusses Manufactured by: C 108 132 3- 8 1- 0 RIDGWAY ROOF TRUSS Analysis Conforms To: Membr CSI P Lbs Axl-CSI-Bnd FBC2004 ----------Top Chords---------- OH Loading Robbins Engineering,Inc./Online Plus'"C=;1996-2005 Version 18.0.014 Engineering-Portrait 12/8/2005 11:56:10 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 051414 R2H 2 VJACK 70000 7 2- 0- 0 0 84- DAI Res- Lot B- Roof Tc 2-0-0 I 7-0-0 -_- e 3-16C toenails i I 2-16a toenails �-s-s 2-8-11c c 2:4, A / is N:508 R: 311 0: 284 Bc IE 7-0-0 3 ALL P-A ARE Wi=0 Scale:0.250"=1' Robbins Engineerinq, Inc./Online Plus" APPROX. TRUSS WEIGHT: 34.4 LBS B -B 0.00 3 C Components and Claddings* --------Bottom Chords--------- for Exterior zone location. Online Plus -- Version 18.0.014 A -C 0.64 261 T 0.00 0.64 Wind Speed: 120 mph RUN DATE: 23-NOV-05 Mean Roof Height: 25-0 LL Defl -0.08" in A -C L/972 Exposure Category: C CSI -Size- ----Lumber---- TL Defl -0.18" in A -C L/413 Occupancy Factor : 1.00 TC 0.74 2x 4 SP-#2 Shear // Grain in A -B 0.37 Building Type: Part. Enc BC 0.64 2x 4 SP-#2 Hz Disp LL DL TL TC Dead Load: 4.0 psf it B 0.04" 0.01" 0.05" BC Dead Load: 6.0 psf Brace truss as follows: Max comp. force 214 Lbs O.C. From To Plates for each ply each face. Quality Control Factor 1.25 TC Cont. 0- 0- 0 7- 0- 0 ALL CONNECTOR PLATES BC Cont. 0- 0- 0 7- 0- 0 TO BE MANUFACTURED BY FABRICATOR NOTES: ROBBINS ENGINEERING, INC. 1. Delegated Engineer (Truss Loading Live Dead (psf) Plate - LOCK 20 Ga, Gross Area Designer) TC 20.0 7.0 Plate - RHS 20 Ga, Gross Area Gary Dounson, PE 35054 BC 0.0 10.0 it Type Plt Size X Y JSI Gary Dounson & Associates, Total 20.0 17.0 37.0 A LOCK 2.Ox 4.0 Ctr Ctr 0.98 Inc. Spacing 24.0" 2830 NW 41st Street Suite D Lumber Duration Factor 1.25 Gainesville, FL 32606 Plate Duration Factor 1.25 (352)375-8593 TC Fb=1.15 Fc=1.10 Ft=1.10 For proper installation of CA 5201 BC Fb=1.10 Fc=1.10 Ft=1.10 toe-nails, refer to the 2001 National Design Specification (NDS) for Wood Construction Plus 8 Wind Load Case(s) Plus 1 UBC LL Load Case(s) NOTES: Trusses Manufactured by: it React Uplft Size Req'd RIDGWAY ROOF TRUSS Lbs Lbs In-Sx In-Sx Analysis Conforms To: A 371 284 5- 8 1- 0 FBC2004 Hz = 400 OH Loading B 212 386 3- 8 1- 0 Soffit psf 2.0 C 128 27 3- 8 1- 0 Provide connection to bearing Hz = 256 for 400 Lbs Horiz Reaction Design checked for 10 psf non- Membr CSI P Lbs Axl-CSI-Bnd concurrent LL on BC. ----------Top Chords---------- Wind Loads - ANSI / ASCE 7-02 A -B 0.74 214 C 0.02 0.72 Truss is designed as Robbins Engineering,Inc./Online Plus" U 1996-2005 Version 18.0.014 Engineering-Portrait 12/8/2005 11:56:11 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering �5�41� R3f1 2 KING 70014 4.95 2- 9-15 0 84- DAI Res- Lot B- Roof HO 4-0 HO 3-3-0 TCI 2-9-15 1 7-0-14 _- B 3-16d toenails 4.95 3-3-0 2x4- A 2-16d toenails C I I I W:712 R: 280 U: 211 BCI 7-0-14 -- 7-0-14 -_--- ALL PLATES ARE LOCK20 Scale:0.500"=1' Robbins Engineerinq, Inc./Online Plus' APPROX. TRUSS WEIGHT: 33.8 LBS Jt React Uplft Size Req'd Girder King Jack Lbs Lbs In-Sx In-Sx Loading TC and BC Online Plus -- Version 18.0.014 A 281 212 7-12 1- 0 Setback 5- 0- 0 RUN DATE: 23-NOV-05 Hz = 202 OH Loading B 176 332 3- 8 1- 0 Soffit psf 2.0 CSI -Size- ----Lumber---- C 127 0 3- 8 1- 0 Design checked for 10 psf non- TC 0.90 2x 4 SP-#2 Hz = 129 concurrent LL on BC. BC 0.53 2x 4 SP-#2 Use properly rated hangers for Membr CSI P Lbs Axl-CSI-Bnd loads framing into girder Brace truss as follows: ----------Top Chords---------- truss. O.C. From To A -B 0.90 241 C 0.00 0.90 Wind Loads - ANSI / ASCE 7-02 TC Cont. 0- 0- 0 7- 0-14 --------Bottom Chords--------- Truss is designed as BC Cont. 0- 0- 0 7- 0-14 A -C 0.53 129 T 0.00 0.53 Components and Claddings* for Exterior zone location. Loading Live Dead (psf) LL Defl -0.05" in A -C L/999 Wind Speed: 120 mph TC 20.0 7.0 TL Defl -0.13" in A -C L/585 Mean Roof Height: 25-0 BC 0.0 10.0 Shear // Grain in A -B 0.49 Exposure Category: C Total 20.0 17.0 37.0 Occupancy Factor : 1.00 Spacing 24.0" Plates for each ply each face. Building Type: Part. Enc Lumber Duration Factor 1.25 ALL CONNECTOR PLATES TC Dead Load: 4.0 psf Plate Duration Factor 1.25 TO BE MANUFACTURED BY BC Dead Load: 6.0 psf TC Fb=1.00 Fc=1.00 Ft=1.00 ROBBINS ENGINEERING, INC. Max comp. force 241 Lbs BC Fb=1.00 FC=1.00 Ft=1.00 Plate - LOCK 20 Ga, Gross Area Quality Control Factor 1.25 Plate - RHS 20 Ga, Gross Area Load Case # 1 Girder Loading Jt Type Plt Size X Y JSI FABRICATOR NOTES: Lumber Duration Factor 1.25 A LOCK 2.Ox 4.0 Ctr Ctr 0.73 1. Delegated Engineer (Truss Plate Duration Factor 1.25 Designer) plf - Live Dead From To Gary Dounson, PE 35054 TC V 40 14 0.0' 7.1' Gary Dounson & Associates, BC V 0 20 0.0' 7.1' For proper installation of Inc. TC V -40 -14 0.0' toe-nails, refer to the 2001 2830 NW 41st Street Suite D 17 6 7.1' National Design Specification Gainesville, FL 32606 BC V 0 -20 0.0' (NDS) for Wood Construction (352)375-8593 0 8 7.1' CA 5201 NOTES: Trusses Manufactured by: Plus 7 Wind Load Case(s) RIDGWAY ROOF TRUSS Plus 1 UBC LL Load Case(s) Analysis Conforms To: FBC2004 Robbins Engineering.Inc./Online Plus'"U 1996-2005 Version 18.0.014 Engineering-Portrait 12/8/2005 11:56:11 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 051414 R3C 2 HFSC 91013 4.95 2- 9-15 0 84- DAI Res- Lot B- Roof HO 4-0 HO 1-8-8 TCI 2-9-15 9-1.0-13 -: 3x41 B --- 3-16d toenails 2x4',i E 3-16d toenails 4-5-0 4.95 C 2-8-BC 2x4 3xCs D A 3x4 - _-- 3 3.531 3 6 T W:712 R: 422 U: 346 BC"- 9-10-13 9-10-13 ALL PLATES ARE LOCK20 Scale:0.250"=1' Robbins Engineerinq, Inc./Online Plus" APPROX. TRUSS WEIGHT: 57.2 LBS Hz = 425 NOTES: B 395 370 3- 8 1- 0 Trusses Manufactured by: Online Plus -- Version 18.0.014 Hz = 272 RIDGWAY ROOF TRUSS RUN DATE: 23-NOV-05 C 133 315 3- 8 1- 0 Analysis Conforms To: FBC2004 CSI -Size- ----Lumber---- Membr CSI P Lbs Axl-CSI-Bnd Girder King Jack TC 0.95 2x 4 SP-#2D ----------Top Chords---------- Loading TC and BC BC 0.34 2x 4 SP-#2 A -E 0.47 1528 T 0.20 0.27 Setback 7- 0- 0 WB 0.70 2x 4 SP-#3 E -B 0.95 1827 T 0.24 0.71 OH Loading --------Bottom Chords--------- Soffit psf 2.0 Brace truss as follows: A -D 0.34 2020 C 0.19 0.15 Provide connection to bearing O.C. From To D -C 0.34 5 T 0.00 0.34 for 424 Lbs Horiz Reaction TC Cont. 0- 0- 0 9-10-13 C -C 0.34 144 C 0.00 0.34 Design checked for 10 psf non- BC Cont. 0- 0- 0 9-10-13 -------------Webs------------- concurrent LL on BC. D -E 0.18 745 T No wind exposure on right end. Loading Live Dead (psf) D -B 0.70 2307 C Use properly rated hangers for TC 20.0 7.0 C -B 0.14 573 T loads framing into girder BC 0.0 10.0 truss. Total 20.0 17.0 37.0 LL Defl -0.06" in D -C L/999 Wind Loads - ANSI / ASCE 7-02 Spacing 24.0" TL Defl -0.11" in D -C L/949 Truss is designed as Lumber Duration Factor 1.25 Shear // Grain in C -C 0.50 Components and Claddings* Plate Duration Factor 1.25 Hz Disp LL DL TL for Exterior zone location. TC Fb=1.00 Fc=1.00 Ft=1.00 it B 0.02" 0.00" 0.02" Wind Speed: 120 mph BC Fb=1.00 Fc=1.00 Ft=1.00 Mean Roof Height: 25-0 Plates for each ply each face. Exposure Category: C Load Case # 1 Girder Loading ALL CONNECTOR PLATES Occupancy Factor : 1.00 Lumber Duration Factor 1.25 TO BE MANUFACTURED BY Building Type: Part. Enc Plate Duration Factor 1.25 ROBBINS ENGINEERING, INC. TC Dead Load: 4.0 psf plf - Live Dead From To Plate - LOCK 20 Ga, Gross Area BC Dead Load: 6.0 psf TC V 40 14 0.0' 9.9' Plate - RHS 20 Ga, Gross Area Max comp. force 2307 Lbs BC V 0 20 0.0' 9.9' it Type Plt Size X Y JSI Quality Control Factor 1.25 TC V -40 -14 0.0' A LOCK 3.Ox 4.0 Ctr 0.2 0.86 45 16 9.9' E LOCK 2.Ox 4.0 Ctr Ctr 0.38 FABRICATOR NOTES: BC V 0 -20 0.0' B LOCK 3.Ox 4.0 Ctr Ctr 0.94 1. Delegated Engineer (Truss 0 22 9.9' D LOCK 3.Ox 4.0 Ctr Ctr 0.97 Designer) C LOCK 2.Ox 4.0 Ctr Ctr 0.38 Gary Dounson, PE 35054 Gary Dounson & Associates, Plus 7 Wind Load Case(s) Inc. Plus 1 UBC LL Load Case(s) 2830 NW 41st Street Suite D For proper installation of Gainesville, FL 32606 it React Uplft Size Req'd toe-nails, refer to the 2001 (352)375-8593 Lbs Lbs In-Sx In-Sx National Design Specification CA 5201 A 422 347 7-12 1- 0 (NDS) for Wood Construction Robbins Engineering,Inc./Online Plus'"©1996-2005 Version 18.0.014 Engineering-Portrait 12/8/2005 11:56:12 ANI Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 051414 R4A 6 VJACK 10007 7 2- 0- 0 0 84- DAI Res- Lot B- Roof HO 4-5 HO 8-11 TC 2-0-0 1-0-7 2-16d toenails 11-9 2x4% A 2-14C ' 2-16d toenails 5 W:508 R: 158 V: 137 -BC 1-0.7-- �_1-0-7 ALL PLATES ARE LOCK20 Scale:0.750"=1' Robbins Engineerinq, Inc./Online Plus" APPROX. TRUSS WEIGHT: 9.2 LBS --------Bottom Chords--------- Mean Roof Height: 25-0 A -C 0.01 33 T 0.00 0.01 Exposure Category: C Online Plus -- Version 18.0.014 Occupancy Factor : 1.00 RUN DATE: 23-NOV-05 LL Defl 0.00" in D -C L/999 Building Type: Part. Enc TL Defl 0.00" in D -C L/999 TC Dead Load: 4.0 psf CSI -Size- ----Lumber---- Shear // Grain in C -B 0.04 BC Dead Load: 6.0 psf TC 0.01 2x 4 SP-#2 Hz Disp LL DL TL Max comp. force 24 Lbs BC 0.01 2x 4 SP-#2 it B 0.00" 0.00" 0.00" Quality Control Factor 1.25 Brace truss as follows: Plates for each ply each face. FABRICATOR NOTES: O.C. From To ALL CONNECTOR PLATES 1. Delegated Engineer (Truss TC Cont. 0- 0- 0 1- 0- 7 TO BE MANUFACTURED BY Designer) BC Cont. 0- 0- 0 1- 0- 7 ROBBINS ENGINEERING, INC. Gary Dounson, PE 35054 Plate - LOCK 20 Ga, Gross Area Gary Dounson & Associates, Loading Live Dead (psf) Plate - RHS 20 Ga, Gross Area Inc. TC 20.0 7.0 it Type Plt Size X Y JSI 2830 NW 41st Street Suite D BC 0.0 10.0 A LOCK 2.Ox 4.0 Ctr Ctr 0.92 Gainesville, FL 32606 Total 20.0 17.0 37.0 (352)375-8593 Spacing 24.0" CA 5201 Lumber Duration Factor 1.25 Plate Duration Factor 1.25 For proper installation of TC Fb=1.15 Fc=1.10 Ft=1.10 toe-nails, refer to the 2001 BC Fb=1.10 Fc=1.10 Ft=1.10 National Design Specification (NDS) for Wood Construction Plus 8 Wind Load Case(s) NOTES: Plus 1 UBC LL Load Case(s) Trusses Manufactured by: RIDGWAY ROOF TRUSS it React Uplft Size Req'd Analysis Conforms To: Lbs Lbs In-Sx In-Sx FBC2004 A 158 137 3- 8 1- 0 OH Loading Hz = 56 Soffit psf 2.0 B 24 44 1- 8 1- 0 Design checked for 10 psf non- C 14 17 1- 8 1- 0 concurrent LL on BC. Hz = 36 Wind Loads - ANSI / ASCE 7-02 Truss is designed as Membr CSI P Lbs Axl-CSI-Bnd Components and Claddings* ----------Top Chords---------- for Exterior zone location. A -B 0.01 24 C 0.00 0.01 Wind Speed: 120 mph Robbins Engineering,Inc./Online Plus-0 1996-2005 Version 18.0.014 Engineering-Portrait 12/8/2005 11:56:12 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH F_ngineering 0.51414 RSA 6 VJACK 30007 7 2- 0- 0 0 84- DAI Res- Lot B- Roof HO 4-5HO 1-0-11 TC' 2-0-0 3-0-7 B 2-16d toenails 7 2-1-9 2-16d toenails 1-0-14C 2X4 C A -:- �5 W:508 R: 224 U: 160 aC - - 3-0-7 ALL PLATES ARE LOCK20 Scale:0.500"=1' Robbins Engineerinq, Inc./Online Plus" APPROX. TRUSS WEIGHT: 17.6 LBS B -B 0.00 3 C Wind Speed: 120 mph --------Bottom Chords--------- Mean Roof Height: 25-0 Online Plus -- Version 18.0.014 A -C 0.11 112 T 0.00 0.11 Exposure Category: C RUN DATE: 23-NOV-05 Occupancy Factor : 1.00 LL Defl 0.00" in A -C L/999 Building Type: Part. Enc CSI -Size- ----Lumber---- TL Defl 0.00" in A -C L/999 TC Dead Load: 4.0 psf TC 0.12 2x 4 SP-#2 Shear // Grain in A -B 0.13 BC Dead Load: 6.0 psf BC 0.11 2x 4 SP-#2 Hz Disp LL DL TL Max comp. force 101 Lbs Jt B 0.00" 0.00" 0.00" Quality Control Factor 1.25 Brace truss as follows: O.C. From To Plates for each ply each face. FABRICATOR NOTES: TC Cont. 0- 0- 0 3- 0- 7 ALL CONNECTOR PLATES 1. Delegated Engineer (Truss BC Cont. 0- 0- 0 3- 0- 7 TO BE MANUFACTURED BY Designer) ROBBINS ENGINEERING, INC. Gary Dounson, PE 35054 Loading Live Dead (psf) Plate - LOCK 20 Ga, Gross Area Gary Dounson & Associates, TC 20.0 7.0 Plate - RHS 20 Ga, Gross Area Inc. BC 0.0 10.0 Jt Type Pit Size X Y JSI 2830 NW 41st Street Suite D Total 20.0 17.0 37.0 A LOCK 2.Ox 4.0 Ctr Ctr 0.92 Gainesville, FL 32606 Spacing 24.0" (352)375-8593 Lumber Duration Factor 1.25 CA 5201 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 For proper installation of BC Fb=1.10 Fc=1.10 Ft=1.10 toe-nails, refer to the 2001 National Design Specification (NDS) for Wood Construction Plus 8 Wind Load Case(s) Plus 1 UBC LL Load Case(s) NOTES: Trusses Manufactured by: Jt React Uplft Size Req'd RIDGWAY ROOF TRUSS Lbs Lbs In-Sx In-Sx Analysis Conforms To: A 224 180 5- 8 1- 0 FBC2004 Hz = 174 OH Loading B 98 178 3- 8 1- 0 Soffit psf 2.0 C 55 16 3- 8 1- 0 Design checked for 10 psf non- Hz = 111 concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Membr CSI P Lbs Axl-CSI-Bnd Truss is designed as ----------Top Chords---------- Components and Claddings* A -B 0.12 101 C 0.01 0.11 for Exterior zone location. Robbins Engineering,Inc./Online PIUST ©1996-2005 Version 18.0.014 Engineering-Portrait 12/8/2005 11:56:13 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 051414 R" 6 VJACK 50007 7 2- 0- 0 0 84- DAI Res- Lot B- Roof HO 4-5 HO 1-4-11 TC 2-0-0 5-0-7 B 2-16d toenails 3-3-9 7 C 2-16d toenails 1-10-14C 2x4 - A 5 7 W:508 R: 298 U: 232 BC. 5-0-7 - _• 5-0-7 3 ALL PLATES ARE LOCK20 Scale:0.375"=1' Robbins Engineerinq, Inc./Online Plus" APPROX. TRUSS WEIGHT: 26.1 LBS B -B 0.00 3 C Wind Speed: 120 mph --------Bottom Chords--------- Mean Roof Height: 25-0 Online Plus -- Version 18.0.014 A -C 0.33 187 T 0.00 0.33 Exposure Category: C RUN DATE: 23-NOV-05 Occupancy Factor : 1.00 LL Defl -0.0211 in A -C L/999 Building Type: Part. Enc CSI -Size- ----Lumber---- TL Defl -0.0411 in A -C L/999 TC Dead Load: 4.0 psf TC 0.37 2x 4 SP-#2 Shear // Grain in A -B 0.25 BC Dead Load: 6.0 psf BC 0.33 2x 4 SP-#2 Hz Disp LL DL TL Max comp. force 160 Lbs it B 0.0211 0.0011 0.0211 Quality Control Factor 1.25 Brace truss as follows: O.C. From To Plates for each ply each face. FABRICATOR NOTES: TC Cont. 0- 0- 0 5- 0- 7 ALL CONNECTOR PLATES 1. Delegated Engineer (Truss BC Cont. 0- 0- 0 5- 0- 7 TO BE MANUFACTURED BY Designer) ROBBINS ENGINEERING, INC. Gary Dounson, PE 35054 Loading Live Dead (psf) Plate - LOCK 20 Ga, Gross Area Gary Dounson & Associates, TC 20.0 7.0 Plate - RHS 20 Ga, Gross Area Inc. BC 0.0 10.0 it Type Plt Size X Y JSI 2830 NW 41st Street Suite D Total 20.0 17.0 37.0 A LOCK 2.Ox 4.0 Ctr Ctr 0.93 Gainesville, FL 32606 Spacing 24.011 (352)375-8593 Lumber Duration Factor 1.25 CA 5201 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft=1.10 For proper installation of BC Fb=1.10 Fc=1.10 Ft=1.10 toe-nails, refer to the 2001 National Design Specification (NDS) for Wood Construction Plus 8 Wind Load Case(s) Plus 1 UBC LL Load Case(s) NOTES: Trusses Manufactured by: it React Uplft Size Regld RIDGWAY ROOF TRUSS Lbs Lbs In-Sx In-Sx Analysis Conforms To: A 298 233 5- 8 1- 0 FBC2004 Hz = 288 OH Loading B 155 283 3- 8 1- 0 Soffit psf 2.0 C 92 22 3- 8 1- 0 Design checked for 10 psf non- Hz = 184 concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Membr CSI P Lbs Axl-CSI-Bnd Truss is designed as ----------Top Chords---------- Components and Claddings* A -B 0.37 160 C 0.01 0.36 for Exterior zone location. Robbins Engineering,Inc./Online Plus-0 1996-2005 Version 18.0.014 Engineering-Portrait 12/8/2005 11:56:13 AM Page 1 Job Ma;��uan�� Span P1-H1 Left OH Right OH Engineering 051414 R350000 7 2- 0- 0 2- 0- 0 84- DAI Res- Lot B- Roof HHO 4-5 O 4-5 0 0 0 0 0 0 0 TC_ a _11-1_-8 __ 12-9-0 5x8% 2x4 5x8 B K C 3x51 3x5,1 J I 7 J 6-10-3 L::� 4x5= 4x5= D ' A 1 F H EG W:508 2x41'. 3x5= 4x8= 3x5= 2x4 W:508 R:1411 R:1411 S1 S2 U:1472 U:1472 3x5= 3x5- 3 5-0-0 x5=35-0-0- - -ALL PLATES ARE LOCK20 Scale:0.125"=1' Robbins Engineering, Inc./Online Plus" APPROX. TRUSS WEIGHT: 251.4 LBS B -K 0.77 2159 T 0.28 0.49 S1 LOCK 3.Ox 5.0 Ctr Ctr 0.74 K -C 0.77 2159 T 0.28 0.49 H LOCK 4.Ox 8.0 Ctr Ctr 0.42 Online Plus -- Version 18.0.014 C -L 0.69 2063 C 0.26 0.43 S2 LOCK 3.Ox 5.0 Ctr Ctr 0.74 RUN DATE: 23-NOV-05 L -D 0.72 2449 C 0.29 0.43 E LOCK 3.Ox 5.0 Ctr Ctr 0.51 --------Bottom Chords--------- G LOCK 2.Ox 4.0 Ctr Ctr 0.44 CSI -Size- ----Lumber---- A -I 0.37 1981 T 0.30 0.07 TC 0.77 2x 4 SP-#2 I -F 0.40 1981 T 0.30 0.10 BC 0.40 2x 4 SP42 F -S1 0.35 1495 T 0.25 0.10 NOTES: WB 0.41 2x 4 SP43 S1-H 0.37 1495 T 0.25 0.12 Trusses Manufactured by: H -S2 0.37 1495 T 0.25 0.12 RIDGWAY ROOF TRUSS Brace truss as follows: S2-E 0.35 1495 T 0.25 0.10 Analysis Conforms To: O.C. From To E -G 0.40 1981 T 0.30 0.10 FBC2004 TC Cont. 0- 0- 0 35- 0- 0 G -D 0.37 1981 T 0.30 0.07 OH Loading BC Cont. 0- 0- 0 35- 0- 0 -------------Webs------------- Soffit psf 2.0 WB 1 rows CLB on B -H I -J 0.05 208 T Design checked for 10 psf non- WB 1 rows CLB on H -C J -F 0.41 705 C concurrent LL on BC. Attach CLB with (2) -10d nails F -B 0.16 445 T Wind Loads - ANSI / ASCE 7-02 at each web. B -H 0.12 389 C 1 Br Truss is designed as H -K 0.24 626 T Components and Claddings* Loading Live Dead (psf) H -C 0.12 389 C 1 Br for Exterior zone location. TC live ea7. E -C 0.16 445 T Wind Speed: 120 mph BC 0.0 10.0 E -L 0.41 705 C Mean Roof Height: 25-0 Exposure Category: C Total 20.0 17.0 37.0 G -L 0.05 208 T Occupancy Factor 1.00 Spacing 24.0" Lumber Duration Factor 1.25 LL Defl -0.10" in S1-H L/999 Building Type: Part. Enc Plate Duration Factor 1.25 TL Defl -0.21" in S1-H L/999 TC Dead Load: 4.0 psf TC Fb=1.15 Fc=1.10 Ft=1.10 Shear // Grain in B -K 0.31 MaxCcDeadomp. force 2449 6.0 psf BC Fb=1.10 Fc=1.10 Ft=1.10 Lbs Plates for each ply each face. Quality Control Factor 1.25 ALL CONNECTOR PLATES Plus 9 Wind Load Case(s) TO BE MANUFACTURED BY FABRICATOR NOTES: Plus 1 UBC LL Load Case(s) ROBBINS ENGINEERING, INC. 1. Delegated Engineer (Truss Plate - LOCK 20 Ga, Gross Area Designer) it React Uplft Size Req'd Plate - RHS 20 Ga, Gross Area Gary Dounson, PE 35054 Lbs Lbs In-Sx In-Sx it Type Plt Size X Y JSI Gary Dounson & Associates, A 1411 1473 5- 8 1-11 A LOCK 4.Ox 5.0 Ctr 0.1 0.72 Inc. Hz = -257 J LOCK 3.Ox 5.0 Ctr Ctr 0.59 2830 NW 41st Street Suite D D 1411 1473 5- 8 1-11 B LOCK 5.Ox 8.0 0.9-3.5 0.69 Gainesville, FL 32606 Hz = 259 K LOCK 2.Ox 4.0 Ctr Ctr 0.51 (352)375-8593 C LOCK 5.Ox 8.0-0.9-3.5 0.69 CA 5201 Membr CSI P Lbs Axl-CSI-Bnd L LOCK 3.Ox 5.0 Ctr Ctr 0.59 ----------Top Chords---------- D LOCK 4.Ox 5.0 Ctr 0.1 0.72 A -J 0.72 2449 C 0.29 0.43 I LOCK 2.Ox 4.0 Ctr Ctr 0.44 J -B 0.69 2063 C 0.26 0.43 F LOCK 3.Ox 5.0 Ctr Ctr 0.51 Robbins Engineering,Inc./Online Plus`"'r71996-2005 Version 18.0.014 Engineering-Portrait 12/8/2005 11:56:14 AM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 051414 R10 1*2P sP ss0000 2- o- 0 2- o- o 84- DAI Res- Lot B- Roof HHO 4-5 O 4-5 0 0 0 0 0 0 0 TC N 7-1-8 _ 2U-9-0 .__7-1_-9 5X10= S1 4x51 P 6x6= 4x8= 4x5= 4x5= 4x5=2x4'5xB{ L:209.7 B J K N L R C D:178.3 4-6-3 7 F = E i.L: SxB� 2-10-9F 4x8-- 8x8= Q 7x8rSD;73,1 D 4x8 2-10-9E A 5M V 4x5% 0 I H _-5 2x4 W:508 4x5= 2x4..' W:508 W:508 R: 377 R:3932 R: 972 • U: 302 U:3904 U: 916 G 7x8-:: 6-11-0 4-11-"7_7-1-8 -- 0 - -- -35-0-0-- ALL PLATES ARE LOCK20 Scale:0.125"=1' Robbins Engineering, Inc./Online Plus' APPROX. TRUSS WEIGHT: 278.9 LBS K -S1 0.22 2585 T 0.17 0.05 D LOCK S.Ox 8.0-6.5 3.7 0.81 S1-N 0.29 2585 T 0.17 0.12 I LOCK 4.Ox 5.0 Ctr Ctr 0.60 Online Plus -- Version 18.0.014 N -L 0.19 1168 T 0.07 0.12 H LOCK 2.Ox 4.0 Ctr Ctr 0.44 RUN DATE: 06-DEC-05 L -R 0.21 1375 T 0.07 0.14 G LOCK 7.Ox 8.0-0.8 4.2 0.69 *w************* R -C 0.21 1375 T 0.07 0.14 M LOCK 4.Ox 5.0 Ctr Ctr 0.65 * 2-Ply Truss * C -P 0.38 2915 C 0.20 0.18 F LOCK 8.Ox 8.0 Ctr-1.5 0.48 P -D 0.32 2950 C 0.19 0.13 Q LOCK 4.Ox 8.0 Ctr Ctr 0.64 --------Bottom Chords--------- E LOCK 7.Ox 8.0 1.0-2.0 0.70 CSI -Size- ----Lumber---- A -I 0.23 1043 T 0.05 0.18 0 LOCK 2.Ox 4.0 Ctr Ctr 0.44 TC 0.38 2x 4 SP-#2 I -H 0.16 2137 C 0.10 0.06 EX B -S1 2x 6 SP-#2 H -G 0.24 2137 C 0.10 0.14 EX SI-C 2x 6 SP-#2 G -M 0.35 3970 C 0.20 0.15 NOTES: BC 0.35 2x 6 SP-#2 M -F 0.20 3029 C 0.15 0.05 Trusses Manufactured by: WB 0.40 2x 4 SP-#3 F -Q 0.14 1287 C 0.06 0.08 RIsis Conforms To: ROOF TRUSS Q -E 0.25 2008 T 0.13 0.12 Analysis Brace truss as follows: E -0 0.23 2613 T 0.15 0.08 O.C. From To O -D 0.23 2574 T 0.15 0.08 2 COMPLETE TRUSSES REQUIRED. TC Cont. 0- 0- 0 35- 0- 0 --Webs------------- Fasten together in staggered BC Cont. 0- 0- 0 35- 0- 0 I -B 0.12 961 T pattern. (1/2" bolts -OR- I -J 0.23 1591 T SDS3 screws -OR- 10d nails Loading Live Dead (psf) H -J 0.03 228 T as each layer is applied.) TC 20.0 7.0 J -G 0.26 2089 T --Spacing (In)---- BC 0.0 10.0 G -K 0.14 1141 T Rows Nails Screws Bolts Total 20.0 17.0 37.0 K -M 0.17 1089 T TC 1 12 24 0 Spacing 24.0" M -N 0.15 1213 T BC 2 12 24 0 Lumber Duration Factor 1.25 N -F 0.23 1465 T WB 1 4 4 Plate Duration Factor 1.25 F -L 0.20 1630 T OH Loading TC Fb=1.00 Fc=1.00 Ft=1.00 L -Q 0.40 2657 T Soffit psf 2.0 BC Fb=1.00 Fc=1.00 Ft=1.00 Q -R 0.11 895 T Design checked for 10 psf non- Q -C 0.10 921 C concurrent LL on BC. Load Case # 1 Standard Loading E -C 0.19 1238 T Prevent truss rotation at all Lumber Duration Factor 1.25 E -P 0.04 261 T bearing locations. O -P 0.01 120 T Wind Loads - ANSI / ASCE 7-02 Plate Duration Factor 1.25 Truss is designed as plf - Live Dead From To Components and Claddings* TC V 40 14 0.0' 35.0' LL Defl -0.10" in E -0 L/999 BC V 0 20 0.0' 35.0' TL Deft -0.18" in E -0 L/999 for Exterior zone location. TC V 51 18 15.6' 27.9' Shear // Grain in A -B 0.19 Wind Speed: 120 mph BC V 0 26 15.6' 27.9' Hz Disp LL DL TL Mean Roof Height: 25-0 TC V 210 178 27.9' CL-LB it D 0.09" 0.03" 0.12" Exposure Category: C BC V 86 73 27.9' CL-LB Occupancy Factor : 1.00 Plates for each ply each face. Building Type: Part. Enc ALL CONNECTOR PLATES TC Dead Load: 4.0 psf Plus 9 Wind Load Case(s) TO BE MANUFACTURED BY BC Dead Load: 6.0 psf Plus 1 UBC LL Load Case(s) ROBBINS ENGINEERING, INC. Max comp. force 3970 Lbs Plate - LOCK 20 Ga, Gross Area Quality Control Factor 1.25 it React Uplft Size Req'd Plate - RHS 20 Ga, Gross Area Lbs Lbs In-Sx In-Sx it Type Plt Size X Y JSI FABRICATOR NOTES: A 378 302G 5- 8 1- 0 A LOCK 4.Ox 8.0 Ctr-0.3 0.63 1. Delegated Engineer (Truss G 3933 3905 5- 8 2- 3 B LOCK 6.Ox 6.0 Ctr-0.7 0.67 Designer) J LOCK 4.Ox 8.0 Ctr Ctr 0.50 Gary Dounson, PE 35054 . D 973 917 5- 8 1- 0 Gary Dounson & Associates, G = Gravity Uplift K LOCK 4.Ox 5.0 Ctr Ctr 0.60 S1 LOCK 5.0x10.0 Ctr Ctr 0.82 Inc. MembrLbs N LOCK 4.Ox 5.0 Ctr Ctr 0.76 2830 NW 41st Street Suite D ----- CSI P--Top Chords------- hords-------Axl-CSI----Bnd L LOCK 4.Ox 5.0 Ctr Ctr 0.60 Gainesville, FL 32606 A -B 0.35 1052 T 0.06 0.29 R LOCK 2.Ox 4.0 Ctr Ctr 0.44 CA(352)5201375-8593 J -R 0.28 3494 T 0.23 0.05 5-8593 B -J 0.14 919 T 0.06 0.08 p LOCK 4.Ox 5.0 Ctr Ctr 0.69 Robbins Engineering,Inc./Online PIUSTM©1996-2005 Version 18.0.014 Engineering-Portrait 12/8/2005 11:56:16 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 051414 R12 1 SP 350000 7 2- 0- 0 2- 0- 0 84- DAI Res- Lot B- Roof HO 4-5 HO 4-5 0 0 0 0 0 0 0 O N TCI a 11-1-8 12-9-0 11-1-8 _ 5x8. 3x5= 6x8 B g C I 3x5 3x5 �/J L 6-10-3 7 V E 3-11-02 7x8= SxB� 4x5= G M D A 5 3x55 2x4V\ W:508 2x4'., 3x5= 5x8= W:508 R:1410 R:1410 U:1472 U:1472 BC 15-9-0 -9=4-12 9-10-4 r� 35-0-0 - - ALL PLATES ARE LOCK20 Scale:0.125"=1' Robbins Engineering, Inc./Online Plus" APPROX. TRUSS WEIGHT: 243.9 LBS ----------Top Chords---------- C LOCK 6.Ox 8.0-0.9-4.4 0.88 A -J 0.75 2450 C 0.29 0.46 L LOCK 3.Ox 5.0 Ctr Ctr 0.60 Online Plus -- Version 18.0.014 J -B 0.72 2063 C 0.26 0.46 D LOCK 5.Ox 8.0-2.8 1.5 0.99 RUN DATE: 23-NOV-05 B -K 0.56 2147 T 0.12 0.44 I LOCK 2.Ox 4.0 Ctr Ctr 0.44 K -C 0.61 3306 C 0.12 0.49 H LOCK 3.Ox 5.0 Ctr Ctr 0.51 CSI -Size- ----Lumber---- C -L 0.72 5861 C 0.30 0.42 F LOCK 5.Ox 8.0-0.8 3.2 0.76 TC 0.72 2x 4 SP-2400 L -D 0.65 6008 C 0.30 0.35 G LOCK 3.Ox 5.0 Ctr Ctr 0.62 EX A -B 2x 4 SP-#2 --------Bottom Chords--------- E LOCK 7.Ox 8.0 Ctr-0.3 0.77 BC 0.41 2x 4 SP-#2 A -I 0.38 1979 T 0.30 0.08 M LOCK 2.Ox 4.0 Ctr Ctr 0.44 EX F -E 2x 4 SP-#2D I -H 0.41 1979 T 0.30 0.11 EX E -D 2x 4 SP-2400 H -F 0.35 1488 T 0.24 0.11 WB 0.61 2x 4 SP-#3 F -G 0.49 1881 T 0.30 0.19 NOTES: EX C -E 2x 4 SP-#2 G -E 0.99 3197 T 0.50 0.49 Trusses Manufactured by: E -M 0.73 5610 T 0.36 0.37 RIDGWAY ROOF TRUSS Brace truss as follows: M -D 0.78 5339 T 0.35 0.43 Analysis Conforms To: O.C. From To -------------Webs------------- FBC2004 TC Cont. 0- 0- 0 35- 0- 0 I -J 0.05 216 T OH Loading BC Cont. 0- 0- 0 35- 0- 0 J -H 0.41 713 C Soffit psf 2.0 WB 1 rows CLB on K -G H -B 0.19 466 T Design checked for 10 psf non- Attach CLB with (2) -10d nails B -F 0.39 462 C concurrent LL on BC. at each web. F -K 0.61 1113 T Wind Loads - ANSI / ASCE 7-02 K -G 0.44 1397 T 1 Br Truss is designed as Loading Live Dead (psf) G -C 0.17 693 T Components and Claddings* TC 20.0 7.0 C -E 0.68 3692 T for Exterior zone location. BC 0.0 10.0 E -L 0.12 430 C Wind Speed: 120 mph Mean Roof Height: 25-0 Total 20.0 17.0 37.0 L -M 0.11 454 T Exposure Category: C Spacing 24.0" Lumber Duration Factor 1.25 LL Defl -0.54" in G -E L/751 Occupancy Factor 1.00 Plate Duration Factor 1.25 TL Defl -1.00" in G -E L/408 Building Type: Part. Enc TC Fb=1.15 FC=1.10 Ft=1.10 Shear // Grain in K -C 0.38 TC Dead Load: 4.0 psf BC Fb=1.10 Fc=1.10 Ft=1.10 Hz Disp LL DL TL BC Dead Load: 6.0 psf it D 0.54" 0.19" 0.73" Max comp. force 6008 Lbs Quality Control Factor 1.25 Plus 9 Wind Load Case(s) Plates for each ply each face. FABRICATOR NOTES: Plus 1 UBC LL Load Case(s) ALL CONNECTOR PLATES TO BE MANUFACTURED BY 1. Delegated Engineer (Truss it React Uplft Size Req'd ROBBINS ENGINEERING, INC. Designer) Lbs Lbs In-Sx In-Sx Plate - LOCK 20 Ga, Gross Area Gary Dounson, PE 35054 A 1411 1472 5- 8 1-11 Plate - RHS 20 Ga, Gross Area Gary Dounson & Associates, Hz = -258 it Type Plt Size X Y JSI Inc. D 1411 1472 5- 8 1- 3 A LOCK 4.Ox 5.0 Ctr 0.1 0.72 2830 NW 41st Street Suite D Hz = 261 J LOCK 3.Ox 5.0 Ctr Ctr 0.59 Gainesville, FL 32606 B LOCK 5.Ox 8.0 0.9-3.5 0.71 (352)375-8593 Membr CSI P Lbs Axl-CSI-Bnd K LOCK 3.Ox 5.0 Ctr Ctr 0.69 CA 5201 Robbins Engineering,Inc./Online PlUST 0 1996-2005 Version 18.0.014 Engineering-Portrait 12/8/200511.56:17 AM Page 1 _T Job Mark Quan Type Span P1-Hl Left OH Right OH Engineering 051414 R14 7 SP 350000 7 2- 0- 0 4- 0- 0 84- DAI Res- Lot B- Roof HO 4-5 HO 4-5 0 0 0 0 TC a 15=4'-2- --- 4-3-12______----- 15-g 2-- ---4-Q-'-4- _TC_ - ------- -- 5x5; 5x8 B C 4x5% 5x8,1 7 R L 5x61 9-3-11 5x6 MSPL 3-11-OE SPLJ E 7x8== 4x12 3x6== G D A H 2x4 - N F 7 x 5 I W:508 2xCi 4x5= 5x8= W:508 R:1527 R:1411 U:1579 U:1472 914-12 9-10-4 - -T- iFt- --- -35-0-0 - - -- - �,i ALL PLATES ARE LOCK20 Scale:0.125"=1' Robbins Engineerinq, Inc./Online Plus' APPROX. TRUSS WEIGHT: 283.2 LBS J -K 0.64 2422 C 0.27 0.37 N LOCK 2.Ox 4.0 Ctr Ctr 0.44 K -B 0.60 2035 C 0.23 0.37 I LOCK 4.Ox 5.0 Ctr Ctr 0.60 Online Plus -- Version 18.0.014 B -C 0.35 1874 C 0.22 0.13 F LOCK 5.Ox 8.0-0.8 3.2 0.74 RUN DATE: 06-DEC-05 C -L 0.60 2321 C 0.26 0.34 H LOCK 7.Ox 8.0 0.2 0.5 0.99 L -M 0.91 6635 C 0.70 0.21 E LOCK 7.Ox 8.0 Ctr-0.3 0.83 CSI -Size- ----Lumber---- M -D 0.95 7445 C 0.74 0.21 G LOCK 2.Ox 4.0 Ctr Ctr 0.44 TC 0.91 2x 4 SP42 --------Bottom Chords--------- EX M -D 2x 4 SP-#2D A -N 0.39 2239 T 0.30 0.09 BC 0.39 2x 4 SP-#2 N -I 0.39 2239 T 0.30 0.09 NOTES: EX F -E 2x 4 SP-2400 I -F 0.34 1727 T 0.25 0.09 Trusses Manufactured by: EX E -D 2x 6 SP-2400 F -H 0.18 1592 T 0.11 0.07 RIDGWAY ROOF TRUSS WB 0.98 2x 4 SP-#3 H -E 0.53 5601 T 0.35 0.18 Analysis Conforms To: EX E -L 2x 4 SP-#2 E -G 0.46 6763 T 0.25 0.21 FBC2004 G -D 0.42 6715 T 0.25 0.17 OH Loading Brace truss as follows: -------------Webs------------- Soffit psf 2.0 O.C. From To N -J 0.04 184 T Excessive Right OH condition. TC Cont. 0- 0- 0 35- 0- 0 J -I 0.30 610 C Max allowable length is BC Cont. 0- 0- 0 35- 0- 0 I -K 0.12 390 T 3- 1- 4. Support end or WB 1 rows CLB on B -F K -F 0.79 868 C provide level return. WB 1 rows CLB on F -C B -F 0.17 696 T 1 Br Provide connection to bearing WB 1 rows CLB on H -L F -C 0.24 634 C 1 Br for 360 Lbs Horiz Reaction Attach CLB with (2)-10d nails H -C 0.80 1374 T Design checked for 10 psf non- at each web. H -L 0.98 4744 C 1 Br concurrent LL on BC. E -L 0.75 4697 T Wind Loads - ANSI / ASCE 7-02 Loading Live Dead (psf) E -M 0.23 886 C Truss is designed as TC 20.0 7.0 G -M 0.03 147 T Components and Claddings* BC 0.0 10.0 for Exterior zone location. Total 20.0 17.0 37.0 LL Defl -0.52" in E -G L/784 Wind Speed: 120 mph Spacing 24.0" TL Defl -0.97" in E -G L/420 Mean Roof Height: 25-0 Lumber Duration Factor 1.25 Shear // Grain in C -L 0.29 Exposure Category: C Plate Duration Factor 1.25 Hz Disp LL DL TL Occupancy Factor : 1.00 TC Fb=1.15 Fc=1.10 Ft=1.10 it D 0.66" 0.20" 0.87" Building Type: Part. Enc BC Fb=1.10 Fc=1.10 Ft=1.10 TC Dead Load: 4.0 psf Plates for each ply each face. BC Dead Load: 6.0 psf ALL CONNECTOR PLATES Max comp. force 7445 Lbs Plus 9 Wind Load Case(s) TO BE MANUFACTURED BY Quality Control Factor 1.25 Plus 1 UBC LL Load Case(s) ROBBINS ENGINEERING, INC. Plate - LOCK 20 Ga, Gross Area FABRICATOR NOTES: it React Uplft Size Req'd Plate - RHS 20 Ga, Gross Area 1. Delegated Engineer (Truss Lbs Lbs In-Sx In-Sx it Type Plt Size X Y JSI Designer) A 1411 1473 5- 8 1-11 A LOCK 3.Ox 6.0 0.2 0.1 0.79 Gary Dounson, PE 35054 Hz = -358 J LOCK 5.0x 6.0 0.8-0.4 0.75 Gary Dounson & Associates, D 1527 1580 5- 8 1- 4 K LOCK 4.Ox 5.0 Ctr Ctr 0.69 Inc. Hz = 361 B LOCK 5.Ox 5.0 0.8-3.1 0.63 2830 NW 41st Street Suite D C LOCK 5.Ox 8.0-0.9-3.5 0.76 Gainesville, FL 32606 Membr CSI P Lbs Axl-CSI-Bnd L LOCK 5.Ox 8.0-0.3-0.4 0.95 (352)375-8593 ----------Top Chords---------- M LOCK 5.Ox 6.0-0.8-0.4 1.00 CA 5201 A -J 0.63 2747 C 0.29 0.34 D LOCK 4.0x12.0-6.3 3.9 0.96 Robbins Engineering,Inc./Online Plus'm©1996-2005 Version 18.0.014 Engineering-Portrait 12/812005 11:56:18 AM Pagel Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 051414 R16 3 SCISSOR 150900 7 2- 0- 0 0 84- DAI Res- Lot B- Roof HO 4-5 HO 4-5 TC 2-0-0 _. 7-10-8_ -- -�___-- 7-10-8- __ _ 4x5= B 4-11-7 7 D 5x5- 3-1-1D 3x4. 3x4 A �!5 C W:508 W: 8 R: 698 R: 582 U: 721 U: 614 7_10_8 7-10-8 I E ----- - -15-9-0 --:3 ALL PLATES ARE LOCK20 Scale:0.250"=1' Robbins Engineering, Inc./Online Plus" APPROX. TRUSS WEIGHT: 74.1 LES B -C 0.91 2224 C 0.12 0.79 Wind Speed: 120 mph --------Bottom Chords--------- Mean Roof Height: 25-0 Online Plus -- Version 18.0.014 A -D 0.44 1881 T 0.28 0.16 Exposure Category: C RUN DATE: 23-NOV-05 D -C 0.44 1881 T 0.28 0.16 Occupancy Factor : 1.00 -------------Webs------------- Building Type: Part. Enc CSI -Size- ----Lumber---- D -B 0.46 1582 T TC Dead Load: 4.0 psf TC 0.91 2x 4 SP-#2 BC Dead Load: 6.0 psf BC 0.44 2x 4 SP-#2 LL Defl -0.09" in A -D L/999 Max comp. force 2224 Lbs WB 0.46 2x 4 SP-#3 TL Defl -0.22" in A -D L/826 Quality Control Factor 1.25 Shear // Grain in A -B 0.39 Brace truss as follows: Hz Disp LL DL TL FABRICATOR NOTES: O.C. From To it C 0.12" 0.10" 0.23" 1. Delegated Engineer (Truss TC Cont. 0- 0- 0 15- 9- 0 Designer) BC Cont. 0- 0- 0 15- 9- 0 Plates for each ply each face. Gary Dounson, PE 35054 ALL CONNECTOR PLATES Gary Dounson & Associates, Loading Live Dead (psf) TO BE MANUFACTURED BY Inc. TC 20.0 7.0 ROBBINS ENGINEERING, INC. 2830 NW 41st Street Suite D BC 0.0 10.0 Plate - LOCK 20 Ga, Gross Area Gainesville, FL 32606 Total 20.0 17.0 37.0 Plate - RHS 20 Ga, Gross Area (352)375-8593 Spacing 24.0" it Type Plt Size X Y JSI CA 5201 Lumber Duration Factor 1.25 A LOCK 3.Ox 4.0 Ctr Ctr 0.89 Plate Duration Factor 1.25 B LOCK 4.Ox 5.0 Ctr Ctr 0.67 TC Fb=1.15 Fc=1.10 Ft=1.10 C LOCK 3.Ox 4.0 Ctr Ctr 0.89 BC Fb=1.10 Fc=1.10 Ft=1.10 D LOCK 5.Ox 5.0 Ctr-1.3 0.82 Plus 9 Wind Load Case(s) NOTES: Plus 1 UBC LL Load Case(s) Trusses Manufactured by: RIDGWAY ROOF TRUSS it React Uplft Size Req'd Analysis Conforms To: Lbs Lbs In-Sx In-Sx FBC2004 A 699 721 5- 8 1- 0 OH Loading Hz = -181 Soffit psf 2.0 C 583 615 5- 8 1- 0 Design checked for 10 psf non- Hz = 182 concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 Membr CSI P Lbs Axl-CSI-Bnd Truss is designed as --Top Chords---------- Components and Claddings* A -B 0.91 2224 C 0.12 0.79 for Exterior zone location. Robbins Engineering,Inc./Online Plus'"'©1996-2005 Version 18.0.014 Engineering-Portrait 12/8/2005 11:56:19 AM Pagel Job Mark Quan Type Span P1-H1 Left OH Righ7tO Engineering 051414 RI) 1HIPP 120600 7 0 2- 84- DAI Res- Lot B- Roof HO 4-5 HO 4-5 TC 5-0-0 - - 2-6-0 5-0-0 2-0-0 4x8= B 4x5= /7 C 7/ 3-3-5 3 3x4= x4= A D F L:133.3 E L:133.3 2.41t 113.3 3x4=�,�D:113.3 W:508 W:508 R: 892 R: 776 U: 929 U: 822 BC---- --- -. 12-6-0 --- --12-6-0 - .a ALL PLATES ARE LOCK20 Scale:0.375"=1' Robbins Engineerinq, Inc./Online Plus' APPROX. TRUSS WEIGHT: 71- Jt React Uplft Size Req'd NOTES: Lbs Lbs In-Sx In-Sx Trusses Manufactured by: Online Plus -- Version 18.0.014 A 776 822 5- 8 1- 0 RIDGWAY ROOF TRUSS RUN DATE: 23-NOV-05 Hz = -113 Analysis Conforms To: D 892 929 5- 8 1- 1 FBC2004 CSI -Size- ----Lumber---- Hz = 114 Girder Step Down Hip TC 0.47 2x 4 SP-#2 Framing King Jacks BC 0.28 2x 4 SP-#2 Membr CSI P Lbs Axl-CSI-Bnd Jack Open Faced WB 0.10 2x 4 SP-#3 ----------Top Chords---------- Setback 5- 0- 0 A -B 0.47 1470 C 0.18 0.29 OH Loading Brace truss as follows: B -C 0.27 1378 C 0.17 0.10 Soffit psf 2.0 O.C. From To C -D 0.47 1468 C 0.18 0.29 Design checked for 10 psf non- TC Cont. 0- 0- 0 12- 6- 0 --------Bottom Chords--------- concurrent LL on BC. BC Cont. 0- 0- 0 12- 6- 0 A -F 0.27 1144 T 0.16 0.11 Wind Loads - ANSI / ASCE 7-02 F -E 0.23 1130 T 0.18 0.05 Truss is designed as Loading Live Dead (psf) E -D 0.28 1140 T 0.16 0.12 Components and Claddings* TC 20.0 7.0 -------------Webs------------- for Exterior zone location. BC 0.0 10.0 F -B 0.10 389 T Wind Speed: 120 mph Total 20.0 17.0 37.0 B -E 0.03 122 T Mean Roof Height: 25-0 Spacing 24.0" E -C 0.10 380 T Exposure Category: C Lumber Duration Factor 1.25 Occupancy Factor : 1.00 Plate Duration Factor 1.25 LL Defl -0.02" in F -E L/999 Building Type: Part. Enc TC Fb=1.00 Fc=1.00 Ft=1.00 TL Defl -0.04" in A -F L/999 TC Dead Load: 4.0 psf BC Fb=1.00 Fc=1.00 Ft=1.00 Shear // Grain in A -B 0.25 BC Dead Load: 6.0 psf Max comp. force 1470 Lbs Load Case # 1 Girder Loading Plates for each ply each face. Quality Control Factor 1.25 Lumber Duration Factor 1.25 ALL CONNECTOR PLATES Plate Duration Factor 1.25 TO BE MANUFACTURED BY FABRICATOR NOTES: plf - Live Dead From To ROBBINS ENGINEERING, INC. 1. Delegated Engineer (Truss TC V 40 14 0.0' 12.5' Plate - LOCK 20 Ga, Gross Area Designer) BC V 0 20 0.0' 12.5' Plate - RHS 20 Ga, Gross Area Gary Dounson, PE 35054 TC V 30 11 5.0' 7.5' it Type Plt Size X Y JSI Gary Dounson & Associates, BC V 0 15 5.1' 7.4' A LOCK 3.Ox 4.0 Ctr Ctr 0.63 Inc. BC V 133 113 5.1' CL-LB B LOCK 4.Ox 8.0 Ctr Ctr 0.72 2830 NW 41st Street Suite D BC V 133 113 7.4' CL-LB C LOCK 4.Ox 5.0 Ctr Ctr 0.72 Gainesville, FL 32606 D LOCK 3.Ox 4.0 Ctr Ctr 0.63 (352)375-8593 F LOCK 2.Ox 4.0 Ctr Ctr 0.38 CA 5201 Plus 9 Wind Load Case(s) E LOCK 3.Ox 4.0 Ctr Ctr 0.43 Plus 1 UBC LL Load Case(s) Robbins Engineering,Inc./Online Plus'"'©1996-2005 Version 18.0.014 Engineering-Portrait 12/8/2005 11:56:19 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH F»�ineerin�; 051414 T1 7 PB 40313 7 0 0 84- DAI Res- Lot B- Roof TCI 2-1-15 _ 2-1-14 7 4x5 T 2x4=1-1-6 :::2x4-- E D 3 BC 10-6 2-7-1 10-6 4-3-13 ALL PLATES ARE LOCK20 Scale:0.750"=1' Robbins Engireerinq, Inc./Online Plus' APPROX. TRUSS WEIGHT: 14.3 LBS LL Defl 0.0011 in E -D L/999 Quality Control Factor 1.25 TL Defl 0.00" in E -D L/999 Online Plus -- Version 18.0.014 Shear // Grain in E -B 0.05 FABRICATOR NOTES: RUN DATE: 23-NOV-05 1. Delegated Engineer (Truss Plates for each ply each face. Designer) CSI -Size- ----Lumber---- ALL CONNECTOR PLATES Gary Dounson, PE 35054 TC 0.02 2x 4 SP-#2 TO BE MANUFACTURED BY Gary Dounson & Associates, BC 0.01 2x 4 SP-#2 ROBBINS ENGINEERING, INC. Inc. Plate - LOCK 20 Ga, Gross Area 2830 NW 41st Street Suite D Brace truss as follows: Plate - RHS 20 Ga, Gross Area Gainesville, FL 32606 O.C. From To Jt Type Pit Size X Y JSI (352)375-8593 TC Cont. 0- 0- 0 4- 3-13 E LOCK 2.Ox 4.0 Ctr Ctr 0.62 CA 5201 BC Cont. 0- 0- 0 4- 3-13 B LOCK 4.Ox 5.0 Ctr-1.4 0.33 D LOCK 2.Ox 4.0 Ctr Ctr 0.62 Loading Live Dead (psf) TC 20.0 7.0 BC 0.0 10.0 NOTES: Total 20.0 17.0 37.0 Trusses Manufactured by: Spacing 24.011 RIDGWAY ROOF TRUSS Lumber Duration Factor 1.25 Analysis Conforms To: Plate Duration Factor 1.25 FBC2004 TC Fb=1.15 Fc=1.10 Ft=1.10 OH Loading BC Fb=1.10 Fc=1.10 Ft=1.10 Soffit psf 2.0 Design checked for 10 psf non- concurrent LL on BC. Plus 9 Wind Load Case(s) Refer to Gen Det 3 series for Plus 1 UBC LL Load Case(s) web bracing and plating. Wind Loads - ANSI / ASCE 7-02 Jt React Uplft Size Reqld Truss is designed as Lbs Lbs In-Sx In-Sx Components and Claddings* Cont. Brig 0- 0- 0 to 2- 7- 1 for Exterior zone location. 292 294 Hz = 26 Wind Speed: 120 mph Mean Roof Height: 25-0 Membr CSI P Lbs Axl-CSI-Bnd Exposure Category: C ----------Top Chords---------- Occupancy Factor : 1.00 E -B 0.02 111 C 0.01 0.01 Building Type: Part. Enc B -D 0.02 111 C 0.01 0.01 TC Dead Load: 4.0 psf --------Bottom Chords--------- BC Dead Load: 6.0 psf E -D 0.01 4 T 0.00 0.01 Max comp. force 111 Lbs Robbins Engineering.Inc./Online Plus'"©1996-2005 Version 18.0.014 Engineering-Portrait 12/8/2005 11:56:20 AM Pagel Job Mark Quan Type Span Pl-Hl Left OH Right OH Enlneerin�� 051414 VI 2 VLM 11005 7 0 0 84- DAI Res- Lot B- Roof Ho 4 HO 1-1-4 TC 1-10-5 7 X2xCi 1-1-4 2x4 C x4 Z WilZ- BC 1-10-5 -1-10-5- .> ALL PLATES ARE LOCK20 Scale:0.750"=1' Robbins Engineerinq, Inc./Online Plus" APPROX. TRUSS WEIGHT: 7.5 :,BS -------------Webs------------- Quality Control Factor 1.25 C -B 0.01 69 T Online Plus -- Version 18.0.014 FABRICATOR NOTES: RUN DATE: 23-NOV-05 LL Defl 0.00" in A -C L/999 1. Delegated Engineer (Truss TL Defl 0.00" in A -C L/999 Designer) CSI -Size- ----Lumber---- Shear // Grain in A -B 0.04 Gary Dounson, PE 35054 TC 0.01 2x 4 SP-#2 Gary Dounson & Associates, BC 0.00 2x 4 SP-#2 Plates for each ply each face. Inc. WB 0.01 2x 4 SP-#3 ALL CONNECTOR PLATES 2830 NW 41st Street Suite D TO BE MANUFACTURED BY Gainesville, FL 32606 Brace truss as follows: ROBBINS ENGINEERING, INC. (352)375-8593 O.C. From To Plate - LOCK 20 Ga, Gross Area CA 5201 TC Cont. 0- 0- 0 1-10- 5 Plate - RHS 20 Ga, Gross Area BC Cont. 0- 0- 0 1-10- 5 Jt Type Plt Size X Y JSI A LOCK 2.Ox 4.0 Ctr Ctr 0.62 Loading Live Dead (psf) B LOCK 2.Ox 4.0 Ctr Ctr 0.38 TC 20.0 7.0 C LOCK 2.Ox 4.0 Ctr Ctr 0.38 BC 0.0 10.0 Total 20.0 17.0 37.0 Spacing 24.0" NOTES: Lumber Duration Factor 1.25 Trusses Manufactured by: Plate Duration Factor 1.25 RIDGWAY ROOF TRUSS TC Fb=1.15 Fc=1.10 Ft=1.10 Analysis Conforms To: BC Fb=1.10 Fc=1.10 Ft=1.10 FBC2004 Design checked for 10 psf non- concurrent LL on BC. Plus 8 Wind Load Case(s) No wind exposure on right end. Plus 1 UBC LL Load Case(s) Wind Loads - ANSI / ASCE 7-02 Truss is designed as Jt React Uplft Size Req'd Components and Claddings* Lbs Lbs In-Sx In-Sx for Exterior zone location. Cont. Brig 0- 0- 0 to 1-10- 5 Wind Speed: 120 mph 100 106 Hz = 78 Mean Roof Height: 25-0 Exposure Category: C Membr CSI P Lbs Axl-CSI-Bnd Occupancy Factor : 1.00 --Top Chords---------- Building Type: Part. Enc A -B 0.01 37 C 0.00 0.01 TC Dead Load: 4.0 psf --------Bottom Chords--------- BC Dead Load: 6.0 psf A -C 0.00 0 T Max comp. force 65 Lbs Robbins Engineering,Inc./Online Plus-C>1996-2005 Version 18.0.014 Engineering-Portrait 12/8/2005 11:56:21 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH En�ineerin� 051414 V3 1 VLM 51005 7 0 0 84- DAI Res- Lot B- Roof HO 4 HO 3-574 TC' 5-10-5 2x4 B 7I1 3-5-4 2x4% A C 2x4 HC -5-10_5 - -5-10-5 ---'�' ALL PLATES ARE LOCK20 Scale:0.500"=1' Robbins Engineerinq, Inc./Online Plus" APPROX. TRUSS WEIGHT: 28.2 LBS -------------Webs------------- BC Dead Load: 6.0 psf C -B 0.06 268 T Max comp. force 253 Lbs Online Plus -- Version 18.0.014 Quality Control Factor 1.25 RUN DATE: 23-NOV-05 LL Defl -0.01" in A -C L/999 TL Defl -0.03" in A -C L/999 FABRICATOR NOTES: CSI -Size- ----Lumber---- Shear // Grain in A -B 0.33 1. Delegated Engineer (Truss TC 0.43 2x 4 SP-#2 Designer) BC 0.14 2x 4 SP-#2 Plates for each ply each face. Gary Dounson, PE 35054 WB 0.06 2x 4 SP-#3 ALL CONNECTOR PLATES Gary Dounson & Associates, TO BE MANUFACTURED BY Inc. Brace truss as follows: ROBBINS ENGINEERING, INC. 2830 NW 41st Street Suite D O.C. From To Plate - LOCK 20 Ga, Gross Area Gainesville, FL 32606 TC Cont. 0- 0- 0 5-10- 5 Plate - RHS 20 Ga, Gross Area (352)375-8593 BC Cont. 0- 0- 0 5-10- 5 it Type Pit Size X Y JSI CA 5201 A LOCK 2.Ox 4.0 Ctr Ctr 0.64 Loading Live Dead (psf) B LOCK 2.Ox 4.0 Ctr Ctr 0.38 TC 20.0 7.0 C LOCK 2.Ox 4.0 Ctr Ctr 0.38 BC 0.0 10.0 Total 20.0 17.0 37.0 Spacing 24.0" NOTES: Lumber Duration Factor 1.25 Trusses Manufactured by: Plate Duration Factor 1.25 RIDGWAY ROOF TRUSS TC Fb=1.15 FC=1.10 Ft=1.10 Analysis Conforms To: BC Fb=1.10 Fc=1.10 Ft=1.10 FBC2004 Provide connection to bearing for 306 Lbs Horiz Reaction Plus 8 Wind Load Case(s) Design checked for 10 psf non- plus 1 UBC LL Load Case(s) concurrent LL on BC. No wind exposure on right end. it React Uplft Size Req'd Wind Loads - ANSI / ASCE 7-02 Lbs Lbs In-Sx In-Sx Truss is designed as Cont. Brig 0- 0- 0 to 5-10- 5 Components and Claddings* 396 418 Hz = 306 for Exterior zone location. Wind Speed: 120 mph Membr CSI P Lbs Axl-CSI-Bnd Mean Roof Height: 25-0 ----------Top Chords---------- Exposure Category: C A -B 0.43 145 C 0.00 0.43 Occupancy Factor : 1.00 --------Bottom Chords--------- Building Type: Part. Enc A -C 0.14 0 T 0.00 0.14 TC Dead Load: 4.0 psf Robbins Engineering,Inc./Online Plus-0 1996-2005 Version 18.0.014 Engineering-Portrait 12/8/2005 11:56:21 AM Page 1 BCSI-B I SUMMARY SHEET 2 of 2 BRACING FOR THREE PLANES OF ROOF BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 EL ARRIOSTRE EN TRES PLANOS DE TECHO Refer to BLSLB? Maximum lateral brace spacing Summa v.5hee[. 10'o.c'for 3x2 chords ©Thls bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. _lCm rare and t5. 15'o.c.for 4x2 chords Diagonal braces Este metodo de artiostie es para torts trusses excepts trusses de cuerdes paialelas 3x2 y 4x2 Pe[lrldnen&aGrlg. L . LO a every 15 truss for Parallel.Cnord —^--��— spaces(30 max.) 1)TOP CHORD—CUERDA SUPERIOR Informa for. ' Infwmafor _ •- Truss Span Top Chad Temporary,lateral brace(TCTLB)Spacing Vea d resu!13e0. Loarg.l.I Tram. Es amiento del Ardostre Temporal de la Cuerda Superior BSSl-.B7.9Uici= - Up to 30' 10 o.c.max. Wal wal x. Malta 30 10 pies maxims permanents de The end dlagwtal 30't°45' 8 o c.max. trusses de cucrdas brace for cantilevered IIY J 6 fes max�mo pa!aleias para mayor trusses must be placed Lateral braces 30 a 45 es mfwmaEidn. on vertical webs in Zine 2z4x 12'tert9th Lapped 45'to 60' 6'o.c.max. with the support. over two trusses. 45 a 60 es 6pies maxim° 60't°�.' 4'°.`.max. INSTALLING — INSTALACION 60 a gg 4 fes maxims •Consult a Professional Engineer for trusses longer than 60'. Q Tolerances for Out-of_Plene. Tolerencias para Fuera-de-Plano. ---r—rush 'Conslllte a un ingeniero para trusses de mss de 60 pies. —Z wz a."' 1Aix.Bow Bow tangtlr—aF:i r_ sevin See BCSI-B2 lot TCTLB op!ions. _ �. N. Vaa at SCSI-82 para las opciones 1• 18.T Tolerances for D/50 D(R.) _ de TCTLB. , Out-of-Plumb f 1!4' 1' 1.18• 18.8' 12• z 1.1/4• 2D.a' Tolerances para I 1-38' 22.9' _ Fuerta-de•Plomada. I. gtnnb 34' 3' —� ®Refer to 8CS1-ft. t,._ f i f bob 1.314' 29.2 Sld¢man.5ric�t 1 � 1•t/4• S' Cantle FOG Frame_ t 1!2' 6' Bracmu a5D mea Repeat diagonal braces. t-y4• T Vea el reAumeri. Repita los arriostres p• z B' K51-86,A ngstre diagonale s. d,e41.tn=1..tem real. CONSTRUCTION LOADING—CARGA DE CONSTRUCCION de un techo a dbs dgtWi ©DG not proceed with construction until all bracing is securely Maximum Stack Height QSet first five trusses with spacer pieces,then add diagonals.Repeat am properly in place. for Materials on Trusses process on groups of tour trusses until all trusses are set. N.proceda con la constt uc.cidn hasty qua lDdos los wrlostns ra.e.rw Haight IM Instals los cinco primeras trusses con especisdores,luego los arriostres erten colocados en forma aprolxada V sequra. Gypsum Boma rz- ch gonales. Repita este procedrmienlo an grupos de cuatro trusses Plyrroodm OSB t8' hasta sue Net-los trusses erten instalados. Do not exceed maximum stack heights.Refer to SCSI 1K Asphalt Shngbs 2Ix:MNs Sdtmnary.Sheet..:...CpesV.t+c!wt_L4ad^:g for more information. t.,creta ak.* or No exceda las maxunas alr ras recomendadas. Vea el reSLTett. Cray rte 3r t8..high 2)BOTTOM CHORD—CUERDA INFERIOR para mayor inkanacttin. -� BC51@4Selya..de Gpns I116r4r Lateral Maces 2,4x12'length lapped .'" .�.,,,� ,1: x:y)f-e C.: 'over two busses ... B Do not overload small groups or single trusses. I --� ``"`` No sobrecargue pequenos y^rupm o trusses mcmduales. `y Q Place loads over as many trusses as possible Cologue las cargas sobre tantos trusses tomo sea poslble �c Diagonal braces Position loads over load bearing walls. �< every 10 truss Coloque las cargos sobre las Paredes soportantes. spaces(20'max.) ALTERATIONS—ALTERACIONES 'k 1(Y-15 max. Some chord and web members not shown for clarity. ®Refer to BC51-.B5.5ummary Street-.TWA.Dd`tldge..)W>�tte.Mod!frcat!gnsand irtstaU.augn_Errws. Vea,a resumer 8551 B5 naFos de bts5es t7ffiIfx ngis�"4a Unca x dtt Lnstaliit 0!1 — —") 3)WEB MEMBER PLANE—PLANO DE LOS MIEMBROS SECUNDARIOS 0 Sp not tut,ager,to did:any T(U%str, a gn D aw°f a:null an!ess " ..... LY sprsPcauy permitted by rite Titxs Drwyr.Drawing. No code,aitere.o perfwe rnngun miembro estru curs!n los trusses,a memos yue este especificamente permit.-do en el dibuto del mseno del truss. Web members • �:' :'�' ®Trusses chat have been overloaded during consruction a altered without the Truss Manufacturers _, prior approval may render Ore Truss MasufaCtulct'IimtExt warranty null and vprd. Trusses due se han sobrecargado durante la cor:slruccan o han sldo atterados sin una automation previa del Fabncante de TrrsSes,pu[tiEr!reduc:r p etimrnar la)arantia del FaMrcarvte de li Is— T—hrcwn.4 netc Cadrttta nxx cir b. NO :'e eW WaeE, rivet Id aopit.hkl are u wider.ak work neer Nle aW—d to do m a pat vlr nruietl.Ttx•raura<tor shnrb vr4 dry regtnrea+'¢Nan:e.reyxdmq <onao,mpt practices Iran a oonpctr^¢Lata'TK ntafrtds and pCc<ataes aalxed are xtr<nam to msae dtr px nsenN caatruG'on uchagtxs enxrbsea ora pa aaa and.od t uue,nro place SMELv.hese ra.mrmertlalrom b MMI+q,msuaty end bactrg ward Diagonal braces ,silica ar<1»sed vital ore<awteNe exrwrence a ksavq redvx<ai personner n lire apse tn,s.ndvatn.txd mvv.aan m m:nx.xe a tespauAbKs—Va ,KpesemedsuernaGUIDE buset'aVo+idar0au+dxV""'e—wE,e<anby K,_her vm(:ax•ttta.II morn na+em that trscre rKanrMMratant .-Tr pd as sup,-tg any d 3n spa A—r,(prwk•d an everyIt)CEU55 K Arch,tm.rngtKpr. spaces(20'max.) me&A"Deg—the Erecl_11...W_cad,ttta ar aKrwKe1 fix rorWttro,to AAng any agony wood tmsses a^d d tion ria _me tae a o.er N----methods ra ix-9 site po—V waste r Ip ne wa1K ab cedars as msy oe--ned M 10'-l5'max. lne truss E,eaimllrWaltation ca+oxtor.irws,lK Ward Trtas Ewrncd d amnia W,_Tries Rat<Irahoae etryte>W d..k-.rr same spacing respmsrer",Ia damage+11-N film Mr use,pdxXgn,w reAa�.'e m tri m<.am+Narats.nd+dortnaeas<anu•'red h<•un. as bottom chord Some chord and web members not shown for clarity. lateral bracing WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTIME DIAGONAL BRACING IS VERY IMPORTANT °ne- C, er-63A Enterpnse tone.MddSon,WI 53719 s83 D0-frto Drry<•Mdd—5V133719 Bill iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTEI fb8i3�4<849•www.woodpuss tom 608!83359D0•www tmnstag 7 M M Q M N LLJ •V . Ln c Y ° Z > 3 O U •, b • U. C/I o o x N r7 C C Q (No - - r a) N Q] lV r (n CD _ O n Q J s aa ,e9 zi e zg r _ 0 N N p — cli CL O W N N C;6�°^ .eb8koa r E _0 (3) pi m X g Cyl U T O c O ° ° o D c y NCT 0 LO O+ m N E "obo • '"" v�c�i CO'0 O 'C N.0 OV; E O `O • < E C VUf p C° OT CV _EQo• 'yie$ 0Z0 U C 3 O U m 7 0 O` Vj m O U C - D c O c O LUa O V O o O N 7 O ° N oNZmaoz< D o -p O ° O O O O° L 0C) DvCU °EavC-0 E p 0-< ° OpOv0 p UOiE'•es_U > p t§p ° OmN ?O N cD O° ° UO c 1O mU O m > c - l N 'qOu- "oosoo O< 0 ° Y E V— E m Eo m ° y NU m � CO °� W�- D� E'E c cEc — aN E Eo � E rn° E E a. o OE° nE ° E E o oE ` tUI1 m U U U f cgF �- O p 0 0 O u) O U p _0 •ate m �D Y_ L p 'o N ui C O O .� O E 'O7-• a� O c O Lo � o ` O O — in x r n In L m 3 N L Q� ° O c N N U' O V 1 U o �, c CO, a•� m o o c E c rn° C O E D Cp C .O N m U c = o w s o E E N O'2 N .0 c 3 3 a °' 0N � ? ED – ° xx -0 U ° mE I p m o n� n� . E o E E w o ° q �� E E o a� •� •o v'c o E � T m N M i0 E U v � � m E E E 0Off2 : – c aw °' � � 'E c o O p m ` E o'- a_O N m m O c-C—u V)u Z � E II II II o ` D0Q a� � � � U N PERMANENT WEB BRACING CONTINUOUS LATERAL CONTINUOUS LATERAL BRACING BRACING (1X4) 1x4#3 HEM—FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)8d NAILS. BRACING MATERIAL TO BE SUPPLIED WEB AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ,,,-T—BRACE TBRACE THESE DETAILS APPLY TO 1.5"WIDE WOOD TRUSSES. • USE A 2x4 T-BRACE IF THE TRUSS DESIGN WEB SPECIFIES ONE LATERAL BRACE (MID POINT OF WEB). • USE A 2x6 T-BRACE IF THE TRUSS DESIGN SPECIFIES TWO LATERAL BRACES (AT THE THIRD POINTS OF THE WEB). • USE A CONTINUOUS PIECE FOR THE TBRACE, OF THE SAME GRADE AS THE WEB AND COVERING AT LEAST 90%OF THE WEB LENGTH. • CENTER THE TBRACE ON THE WEB AND FASTEN WITH 10d COMMON NAILS SPACED 4" ON CENTER. WEB SCAB BRACING SCAB BRACE SCAB BRACE SAME SIZE, GRADE, AND LENGTH AS WEB MEMBER. ATTACH WITH 10d NAILS @ 4"O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 11 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (New/Residential & Commercial) rDate: IZ s/0 rl Job Address: ( � I � �i^:}1 Pka j, fit- 3 as 3 3 Owner's Name: AAO _T tA, Address: 5ooa AidZ✓ Pp,,--0Pd. .S.v ��1 _ 3 as o� Phone: Q(�q- 5,Cq S�p70 Legal Description: Block Number: F Lot Number: zoning District: Contractor: LS k, 16,n Gw" "*Y—K State License Number: (SGC 150 q(,S(v Address: S30 61114 Rd. S. 6-h -a-0 I Phone: Q04- (o qS' Z Lf)-J- City: �C_b�V�ruii tLc, State: Fi- Zip: 3aai11 Fax: Describe proposed use and work to be done: (y-W l^M-Y\P J Present use of land or building(s): /f X Valuation of proposed construction: 3�V UV v Is approval of Homeowner's Association or other private entity requireVoto If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material,addition of 5% or more to the original impervious area or the removal of any trees? Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO Applicant certifies that no trees will be removed for this project. WS 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. y ProEedure: 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.atiantic-beach.fl.us Page 2 Revised 8/04 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. Address and contact infornnmation of person to receive all correspondence regarding this application(please print). Name: G� V i Cx S. ,, f(l Mailing Address: 'J 30 Olt iS Rco. S, e a0 1 Telephone:©It-(- bq1 - �yaL- Fax: 01Ut4-6qK- a+O D- E-Mail: DSkG C a 6 �Dt 11 'tv' I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: Date: T' AS TO OWNER: Sworn to and subscribed before me this - day of J Cun L kA,! ,20_Q State of Florida,County of Duval Notary's Signature: •,� 1p HEIDI L ODOM V Notary Pubk-State of F Personally known duly Commission Expires 2009 ❑ Produced identification =� Commissan i D titi3t F .: Bonded By Natio Notary Type of identification produced Signature of Contractor: Date: (i AS TO CONTRACTOR: Sworn to and subscribed before me this /-� day of J&,YL/,rA. State of Florida,County of Duval Notary's Signature: dAm oC- ,.••,M`Y"•••;• HEIOI L.ODOM WIry pubic-Slab of Florida Personally known • y a6*n EXONS Stip 27,2009 F-1 Produced identification Con Com cion 0 DD OWN Type of identification produced oorrdd �ionN m. N 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 3 Revised 8/04 CITY OF ATLANTIC BEACH y s'� BUILDING / ZONING DEPARTMENT Qu800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 O ;• � (904)247-5800 2. r C93 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 0(,o— 076 Property Address: 2 2-- ( 1�t Applicant: r l Project: CITU F This permit application has been: j EO/ ..JAN Approved / N ED Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: n..,-( Date: 3 -6p , 0 6 Date Contractor Notified: CITY OF ATLANTIC BEACH �D.' BUILDING / ZONING DEPARTMENT _ For insU�800 Seminole Road __._. . -. Oe n Atlantic Beach,Florida 32233 F f f (904)247-5800 ' B. Gid ` (904)247-5845 Fax www.coab.us JAN 0 9 2006 PLAN REVIEW COMMENTS '/ Permit Application # Property Address: 1-7 Applicant: T-?--�), k-i I I i*an �- Project: 1 T=Approved plication has been: JAN (7- l Reviewed and the following items need attention: Please re-submit yo applica ' hen these items have been completed. Reviewed By: .c Date: ' Date Contractor Notified: CITY OF ATLANTIC BEACH 0 BUILDING PERMIT APPLICATION (New/Residential & Commercial) 1 Date: 5/ (P Job Address: �j l�` �dre �GVI`,lL L�c�iC�• y�'1 3 a a-33 Owner's Name: +46 cYA 7U. Address: 5001 ?1ii V"_ PO N+ Ft_ 3 a c)-o Phone: yj., - -)_u L- - Legal Description: Block Number: Lot Number: 0 Zoning District: Contractor: 'N (,e".C0*(,tJb.S State License Number: !S b y(PS-to Address: S,30 t5I it,S i>,.4- fit- aol Phone: SCA- 5 y-10 City: State: F-1- Zip: Fax: (oq S- aA 0 DL Describe proposed use and work to be done:�(y� T Q U CI— N E LA-) 5 I rl C 0 ✓tom Present use of land or building(s): Vp IeKre vu o ve d ae Valuation of proposed construction: JC, Ty Is approval of Homeowner's Association or other private entity required? -�D If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material, addition of 5% or more to the original impervious area or the removal of any trees? [G.<0. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. SIO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 2 Revised 8/04 REC C ITV CITY OF ATLANTIC BEACH R PUBLIC UTILITIES DEPARTMENT FEB 0 �u6 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 i3Y; Pf-r)—r;45�a C L ' (904)247-5843 FaxLLL IC BEACH www.coab.us ----- _- . iNC 0 2JAN 2 3 2006 PLAN REVIEW COMMENTS Permit Application # D(D Property Address: Z Applicant: i 1 ayl C �-erGLl C Vl,-h� aL4b r �— Project: 1�►� �� Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Utilities Department and the following items need attention: r ^ IL _Ae64 !/ - t?c/eC /7- AC AC, > s1111E,11! Cd� �,J.,�byslay.�oiJ rn r 0. -0 tm e 0r v rrA— rwyr>°.s be and on �- !tee l-z l / ,4)- r ` i' S & l .r o Q Gell o i' !/ b ,� CGt/1 CyO�Z dP. Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we canap rove your application. If you have any questions, please call (904) 247-5834. 7;a' z:17iak©Cor.4• u5 Revie by Donna Kaluzniak, Public Utilities Director Date1-194D e�4 Contractor Notified Date 6, CITY OF ATLANTIC BEACH - _-PERMTT CALCULATION SHEET Date: Address Heated Square Footage @ $. per sq ft= $ Garage/ Shed @$ per sq ft= $ Carport/Porch @$ per sq ft= $ Deck @$ per sq ft= $ Patio @$ per sq ft = $ TOTAL VALUATION: $ Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + '/2 Filing Fee $ FLOOD ZONE: ( ) Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ WATER IMPACT FEE $ o-7 D SEWER IMPACT FEE $ WATER METER/TAP $ a CAPITAL IMPROVEMENT$ j R S SEWER TAP $ S har 7b 1'7A' C ( ) RADON HRS .0050 $ SECTION H PAVING ( ) $ CROSS CONNECTION $ �3S ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: DRAINAGE FIXTURE UNIT FIX URE TYPE VALUE AS LOAD :FF]IX;-1 URES UNITS Automatic clothes washers,commercial 3 ! Automatic clothes washers, residential 2 / Bathroom group consisting of water cios4 lavatory, Bidet, and bathtub or shower 6 Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fountairiAcemaker y Q, Floor drains 2 Hose bib 1 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or J dishwasher 2 Laundry tray (1 or 2 compartments) I 2 Lavatory Shower compartment,artment, domestic 2 Sink 2 Urinal 4 a Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple)each set of faucets 2 Water closet,flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= v MULTIPLIED X 20 TOTAL$ CITY OF ATLANTIC BEACH S 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001225 Date 9/08/08 Property Address . . . . . . 72 17TH ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc renewal permit 07 1080 ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- E-4 ELECTRIC, INC. Q/A: BEHNCKE, JAMES 1247 BOCA GRANDE AVE. ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/07/09 ---------------------------------------------------------------------------- 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. CITY OF ATLANTIC BEACH } 800 SENMOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032507 Date 3/14/06 Property Address . . . . . . 72 17TH ST Tenant nbr, name . . . . . . NEW SERVICE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 .01 4 Owner Contractorfo or ------------------------ ------------- --------- rac"-o DYNAMIC EL RIC COMPANY PO BOX 16 1 ATLANTIC BEACH FL 32233 JACKSO LLE FL 32245 (904) 26-8144 -------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . . 00 Permit Fee . . . . 105 . 00 Plan Check Fee . Issue Date Valuation . . . . -------------------------------------------- Special Notes and Comments 200 AMPS 240 VOLT NEW SERVICE Fee summary Charged Paid Credited ----Due--- ----------------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 .00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS.APPROVED ONLY IN ACCORDANCE wITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDIN9�;COPES- ; r Ilk BUILDING OFFICIAL s; CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION ��Ji:lJr Date: Property Address: J 2 f 7 t`► 5 7_1f giFT Owner: S /�Ci17 i , • Telephone#: Contractor: �Y/y� G - Telephone#: 7'54-0 f 06 Contractor Address: SA/J X1#36 6 ?Ike£ Fax#: 160— 1 S'7 f Contractor Signature: w--' - � "-_� In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is being done on this building New f� Residence ❑ Temp. ew Or site,list the building ❑ Old ❑ Commercial ❑ Signs Increase Permit number: ❑ Re-wire ❑ Addition Sq.Ft. Repair 06 406,03 Z J 7 Conductor Size. DAMPS: 1 900 COPPER MINUM Switch or RACE Breaker AMPS ® PH W VOLT 2�� WAY RACE Existing Service VOLT WAY Size AMPS PH Meter Number a Feeders: NO. SIZE SIZE NO SIZE Lighting Outlets CONCEALE OPEN Receptacles CONCE ED SD OPEN Switches Incandescent G Fluorescent M.V. Fixed 0.100 as OVER BELL AWS Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT L�itJ Conditioning COMP.MOTOR OTHER MOTORS AMPS D HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER6o0V Transformers NO. KVA NO. KVA No.Neon_Trans£ Ea. Si Miscellaneous 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• htta:/?www.ci.atiantic-beach.fll.us Revised 1/04 Sy JT CITY OF ATLANTIC BEACH �r ELECTRICAL PERMIT APPLICATION Date: Property Address: 7Z 7 S� Owner: 1) 6 C� //l/ /�I� el Telephone#• Contractor: e!e Telephone#: 759-04,P& Contractor Address: 3*7Zo .1;tW d o S e IP/r►C Fax#: 7-6 0 . 7 5 7-2 Contractor Si nature: 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. ilding: Building Type: ❑ Trailer a ice: b other on this building is New Residence X Temp. New being done on this building Or site,list the building ❑ Old ❑ Commercial ❑ Signs ❑ Increase Permit number: Ll Re-wire Ll Addition Sq.Ft. L3 Repair 00 3 Z D-77 Conductor Size: AMPS: TPH PER ALUMINUM Switch or C/ RACE Breaker AMPS � W VOLT 7 WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 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. IVOLTAGE PH NO. OVER 1 H.P. PHS UNDER60 VV 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.atiantic-beach.fl.us Revised 1/04 Sid CITY OF ATLANTIC BEACH j 800 SENIINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032506 Date 3/14/06 Property Address . . . . . . 72 17TH ST Tenant nbr, name . . . . . . TEMP POLE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- KILLIAN DYNAMIC ELECTRIC COMPANY PO BOX 16351 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32245 (904) 726-8144 ------------------------------------------------------ ------------------ Permit . . . . . . ELECTRICAL PERMIT Additional desc . . 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 CODES. BUILDING OFFICIAL HP Officejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Mar 14 2006 3:19PM Last Transaction Date Time Type Identification Duration Pages Resuft Mar 14 3:17PM Fax Sent 96657372 2:58 6 OK CITY OF ATLANTIC BEACH 3 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 od.Ja1} Application Number . . . . . 06-00032078 Date 3/10/06 Property Address . . . . . . 72 17TH ST Tenant nbr, name . . . . . . SINGLE FAMILY RESIDENCE Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 425383 3h Owner Contractor ------------------------ ------------------------ D. S. KILLIAN GENERAL CONTRACT 3898 DUPONT CIR JACKSONVILLE FL 32205 (904) 388-6604 --------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 1473 . 00 Plan Check Fee 719. 00 Issue Date . . . . Valuation . . . . 425383 ---------------------------------------------------------- Other Fees . . . . . . . . . ST CONSTRUCTION SURCHARGE 14 .41 STATE RADON SURCHARGE 7. 32 WATER IMPACT FEE 265 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35. 00 Fee summary Charged Paid Credited Due ------------- ---------- ---------- ---------- ---------- Permit Fee Total 1473 . 00 1473 . 00 . 00 . 00 Plan Check Total 719 . 00 719 . 00 . 00 . 00 Other Fee Total 406 . 73 406 . 73 . 00 . 00 Grand Total 2598 . 73 2598 . 73 . 00 . 00 PA iD MAP 10 2006 C k## PERWr IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATI.ANnC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL �1 R} CITY OF ATLANTIC BEACH ;R- _ 800 SENIINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032761 Date 4/12/06 Property Address . . . . . . 72 17TH ST Tenant nbr, name . . . . . . 20 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor --------------- --------- ------------------------ TU,HONG NELSON PLUMBING CO. , INC- 10895-1 OLD DIXIE HWY. ATLANTIC BEACH FL 32233 ST.AUGUSTINE FL 32095 (904) 262-4884 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 175 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 175 . 00 175 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 175 . 00 175 . 00 . 00 . 00 PERMIT I$rA*ROVED ONLY IN AftORD PNCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDIN4,'CODES.' (y cla BUILDING OFFICIAL i �' II t=-L`lr CITY OF ATLANTIC BEACH r PLUMBING PERMIT APPLICATION Date: Property Address: 1 S Tr e-a-T Owner: N o s-%!% %,A Telephone#: Contractor: N ��S �� ►.,�:�� Telephone #:5 oy (off-4 $4 Contractor Address: ),o g 5 5 O 1 L '%):x - W�`� 'Fax#: a4 IQ*3-873 C In consideration of permit given for doi-ng 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: Clld Re-Pipe Lee Number of Fixtures: Bath Tubs Q Showers 3 Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine s Lavatory �_ Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: Z� X$7.00 + $35.00 = 800 Seminole Road• Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800. Fax: (904) 247-5845. http:i www.cl.atlantic-beach.fl.us 08:30a DS KILLIAN GEN CONTRACTO 904-695-2102 p.7 NOTICE OF COMMENCEMENT I t State of 4 o f i kc,_ Tax Folio No. J(a Q 56`7 0000 — County of i v a R, To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF-COMMENCEMENT.a Legal Description of property improved:being ived: ) a. N - a - 9 F_ 2 3 eGl �� r ✓ _ Kj N o t 5 P r Lo+ a- a 6 ut Address of property being improved: a f- b ttj General description of improvements: t 5Db`) �° F Owner. L�. Address: �y-e r�arn'� Owner's interest in site of the improvement: T Fee Simple Titleholder(if other than owner): Name: t►�., I / Contractor: . ► �l o Ct,/l (`]en Address: ��3� s �� ao1 Telephone No.: tcq S+ ;�_ Lfa,;L Fax Nv: Surety(if any) Address: Amount of Bond S _ 1� Telephone Na Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Flo 'da Statues. (Fill in a Owners option) Name: V i �� 'nn Mr-, Address: SO �i , 4 CLE- S . c a Ol - TelephoneNo: _��5` baa Fax No: Expiration date of Notice of Commencement(the expiration daze is one(1)year from the date of recording unless a different date is specified): TRIS SPACE FOR RECORDER'S USE ONLY OWNER -- Signed: Date Before me this day of Do b in the Co my of uval.State _— --� 1 page 1763,� �41�,OR BIC 13� 4f Florida,has personally appeared )0c# ) # r Pte,i ]Notary Public at Large,State of Florida,QG r�M4, HEIDI 1.ODOM ��,�at 0212 PM, My commission expires" of Filed&Rem 27.21 JIM FUI.t_ER CLERIC CIRCUIT COURT DWAI-COUN personally Known: = RECORDING$10.00 Produced Identification: R eroded 6y NOW101 Mn Permits issued are as follows with these charges; (blue is actual charges paid) 72 17th Street Water impact fee- $265.00 Water Connect/fVieter only $ 35.00 (remove already exists) y0 a Water Cross Connection $ 35.00 (remove) Sewer latera! (half) $1450.00 Sev.rer impact fee $1250.00 Plan review comments indicate; 72 17th Street-water tap will be needed. Informed customer a sewer tap could be shared with 76 17th Street. Customer wishes to share sewer tap. 76 17th Street Setivrer lateral (other half) $1450.00 4�1 Sewer impact fee $1250.00 2 Water impact fee 265.00 Water connect/tap/meter 525.00 {�b Water cross connection 35.00 Plan review comments indicate; 76 17th Street-water services existing. No sewer lateral available will need to pay for sewer lateral $2900.00. will need to pay for sewer impact fee$1250.00 On 72 17th Street I see that you charged water meter, water impact and cross connection fees but did not charge for sewer. A meter already exists from previous house. On 76 17th Street I see that you charged full amount for all connection fees. 1 HP Officejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Mar 16 2006 9:OOAM Last Transaction Date Time Type Identification Duration Pages Result Mar 16 8:58AM Fax Sent 96952102 1:22 5 OK 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. Address and contact information of person to receive all correspondence regarding this application(please print). Name: D ITVCV S• 1 LL N j �/ Mailing Addreesss: J 'g 0 G5(/;,s 51 e v JAZ d v V i< k_ L 3a J Y(/ Telephone: `o q 5 0-C e ll'7y Fax: ,f U �Jr I Qd� E-Mail: t� C�� 0..1 h -met I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: Date:— �—� AS TO OWNER: Sworn to and subscribed before me this day of � � 20 (p • State of Florida,County of Duval Notary's Signature: HEIDI L.ODOM Personally known Notary Public-State of Florida ❑ Produced identification My Commission Expires Sep 27,2009 Commission#DD 476634 Type of identification produced OF„�;• Bonded By Na&W Notary Asan. Signature of Contractor: Date: AS TO CONTRACTOR: , Sworn to and subscribed before me this �— day of )(,liYl 20 0 State of Florida,County of Duval Notary's Si ature: HEIDI L.ODOM Personally known 0.Y Notary Public-State o!Plaids F1 identification ;b`' e�=•• :• •c= 27.2009 •My Commission Expires Sep Type of identification produced Commission#DD 476634 "OF :�'• Bonded By National Notary Asan. n e Road •Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ei.atiantic-beach.fl.us Page 3 Revised 8/04 MAP SHOWING BOUNDARY SURVEY OF LOTS 1 AND 2, BLOCK 8, OCEAN GROVE UNIT NO. 1, AS RECORDED IN PLAT BOOK 15, PAGE 82, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: RICHARD BELL JR. AND LESLIE BELL 17TH STREET (40.0' RIGHT OF WAY) N 80'12'00" E 95.00' (PLAT) FOUND 4x4 CONCRETE MONUMENT N 80'0700" E 94.98' (MEASURED) FOUND 1/2" IRON PIPE NO IDENTIFICATION NO IDENTIFICATION 45.00'(PLAT) 50.00'(PLAT) 1.0' -0-8, I i r v r r � • I IZi 0 H I 1.1.1 Q `Q 15.4' 13.5' Q Q a Q F I W 0 Q 7.0' X 24.3' 28.4' X M O a W I 0.5' o o 3 0 I !T Q p FRAME GARAGE O m V } t` Cr o0 > LOT 3 Ld o f o W ( BLOCK 8 j o (nLj LLJ Q 2 O O O (n W 4.3 Z cc $ o d -i— 28.7' W w L 3 Z W 3 W I o 0 Cf) 3 • I No p o O o O p o o O `- o o U) r HOT (� Z TUB Z N / W000 DECK I� 20.2' LOT 1 FRAME BUILDING I LOT 2 BLOCK 8 BLOCK 8 20.5' I 0.0' 45.00'(PLAT) — 00'(PLAT) — _ X X FOUND 1/2" IRDN PIPE FOUND IRON PIPE D.5' 6' UTILITY EASCENT _ � W795.04M�AS�E� —40 NO IDENTIFICATION NO IDENTIFICATION -- -- —S-80-03944— S 80'12'00" W 95.00' (PLAT) LOT 20 LOT 19 BLOCK 8 BLOCK 8 NOTES: ACCEPTED BY: LEGEND: R = RADIUS —X—X= FENCE L = LENGTH O = CONCRETE REVISIONS NOTES: N 10'00'00" W 1. BEARINGS ARE BASED ON THE -ASSUMED-- BEARING OF --------------- ALONG THE WESTERLY BOUNDARY LINE OF SUBJECT PARCEL. DATE DESCRIPTION X___ AS SHOWN ON THE 2. B ____ Y GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE - NATIONAL FLOOD INSURANCE MAP DATED APRIL 17, 1989, COMMUNITY NUMBER 120075. PANEL ----w-1j)-- 3. THIS SURVEY REFLECTS ALL EASEMENTS & RIGHTS OF WAY AS PER RECORDED PLAT &/OR TITLE COMMITMENT IF SUPPLIED. UNLESS OTHERWISE STATED. NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED 4. THIS SURVEY NOT VALID WITHOUT THE EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. JOB # 19068 DATE OF FIELD SURVEY: 11-01-02 DATE OF ISSUE: 11-04-02 _ SCALE: 1" = 20' CERTIFICATE 2522 Oak Street I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE Jocksonville, Florida 32204 AND MEETS THE M UM'TECJiNICAL STANDARDS AS SET FORTH BY THE FLORIDA Phone 904-389-5989 BOARD OF PROF SIONAL�j URVEYORS AND MAPPERS IN CHAPTER STATUTES. FLORIDA (Phone) ADMINISTRATI CODE. P11SUA�T TO ECTIQN;472.Oi2 ORIOA STATUTES. (Fox) 904-389-6175 CHARLES K. MONTOSH REGISTERED SURVEYOR AND MAPPER # 5502 STATE OF FLORIDA LICENSED BUSINESS / 6702 CONSTRUCTION SURVEYS 0 SUBDIVISIONS LAND SURVEYS 0 CITY OF ATLANTIC BEACH fPUBLIC UTILITIES DEPARTMENT 1,'` 1200 Sandpiper Lane - r Atlantic Beach,Florida 32233 � i � (904)247-5834 (904)247-5843 Fax www.coab.us FCB U 3 2006 t PLAN REVIEW COMMENTSY. r.�� .._. Permit Application # Property Address: Applicant: 0"rf -P(OUL. NK4f t7f l Project: P IL XYour application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ca Your permit application has been reviewed by tree Public Utilities Department and the following items need attention: 1 W�..�,� ,�,� w�'�/ .d e .h ideal- �,�,,• - S � shams Yiliao(� Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904) 247-5834. Revi e by Donna Kal 'alk, Public Utilities Director rO Date f "` Signature Contractor Notified Date -j?N111'jri... r "SS` CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET r fJFi19' Date 3 7 - Permit Number Address 172- / 7 -� s 7- - -,J SF/e - ��j°c oke E �j-T Contact Name D A v rf /c c i df Phoned 9 `{ 7 0 Heated Square Footage 3�/ 3 6 @ $ i -D7 per sq ft=$ 367,(05-2 Garage/ hed 5 2 7 @ $ S 7 per sq ft=$ CarportPorch o O `Z-- @ $ (O per sq ft= $ ? 6 Deck @ $ per sq ft=$ Patio @ $ per sq ft= $ TOTAL VALUATION: $ 3 F3 Z-(1,2S $ Total Va uation 1st $ Remaining Value $ per thousand or portion thereof CONSTRUCTION TYPE:�_ TOTAL BUILDING FEE $ ZONING: R6-( + '/2 Filing Fee $ _ FLOOD ZONE: X (1)Fireplaces @$35.00 $ 3.1 IMPERVIOUS SURFACE:�� AB CONSTRUCTION SURCHARGE -$- CAPITAL CAPITAL IMPROVEMENT $ CITY RADON SURCHARGE $ SECTION H IMPACT FEE $ O - SEWER IMPACT FEES $--1 .25-o SEWER TAP FEES $ ST CONSTRUCTION SURCHARGE 3,2 03 $ STATE RADON SURCHARGE is�K 3 $ WATER CONNECT/METER ONLY $- WATER CONNECT/TAP&METER $ - _ WATER CROSS CONNECTION $ 3 4,pjc 1E efTf!ZCR3-01T- WATER IMPACT FEE $ '2 a S- OTHER GRAND TOTAL DUE: $ 1/13/03 12- WATER 2WATER IMPACT FEE WORKSHEET M w �Fn� ADDRESS: C cc - T /_�✓� F V�S Iir�6 FAX �L) S / DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD RX i URES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 2 y Bathroom group consisting of water cioset, lavatory, 6 l Bidet, and bathtub or shower Bathtub (with or without overhead shower or whirlpool attachments) L 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 I G Dishwashing machine,domestic 2 (j , Drinking fountainlicamaker 'Y Floor drains I 2 ? Hose bib 1 / Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or -� dishwasher 2 n Laundry tray (1 or 2 compartments) I 2 r Lavatory 1 Shower compartment, domestic 2 Sink 2 Urinal 4 - a Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple)each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= 3 MULTIPLIED X 20 TOTAL$ J'J CITY OF ATLANTIC BEACH rJ r f� PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 n c (904)247-5834 CI: r%"riR ET, C E . (904)247-5843 Fax F' CITY OF ATLANTIC 6EACN I www.coab.us BUILDING 9 .7_QN:N'G 0J 20 6 i JAN 2 3 2006 PLAN REVIEW COMMENTS ...... .... ..... . .. ... . . . Permit Application # Property Address: 2— Applicant: Project: Your application is approved as noted by the Public Utilities Department. 3�v Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Utilities Department and the following items need attention: 4 m��ed by6llq.l.�pf�. \ a e � r fS 4 14 be arido� _ id e Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can ap rove your application. if you have any questions, please call (904) 247-5834. j�Q/�lz/Iia�©Ca�6- u5 Revie by Donna Kaluzaiak, Publi U ilitie Director Z�3/0� Date �( 0 Signature Contractor Notified Date Ca.,