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Permit 1850 Francis Avenue r 1 ,,� ,) City of Atlantic Beach j ' Building Department :: }1;19f- Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: August 8, 2006 Owner: Beaches Habitat Address: 1850 Francis Ave, Atlantic Beach, Florida 32233 Construction Type: Wood Frame Use Classification: Residential Permit Numb 15 -29567 ST • in OWSKI, C.B.O Building Official L, 6-74 LARRY HIGGINS Deputy Building Official Post in a conspicuous space. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 1 ATLANTIC BEACH, FL 32233 i , ` INSPECTION PHONE LINE 247 -5826 *4 0,3 Application Number 08- 00000364 Date 4/02/08 Property Address 1850 FRANCIS AVE Application type description FENCE PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc 6FT FENCE Owner Contractor JANUARY KENNEDY OWNER ATLANTIC BEACH FL 32233 (904) 241 -1222 Permit FENCE PERMIT Additional desc . Permit Fee . . . 35.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 9/29/08 Special Notes and Comments *ALL FENCES OR ENCLOSURES OF LAND SHALL BE SUBSTANTIALLY CONSTRUCTED. *SCHEDULE FINAL INSPECTION ONCE FENCE HAS BEEN COMPLETED. PERMIT AND APPROVED SURVEY MUST BE AVAILABLE FOR FINAL INSPECTION. *EMAIL INSPECTION REQUESTS TO BUILDING - DEPT@COAB.US 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 $ A CH. FL 32233 O V ' . 1 1 ._..._ .... _...._ y ,.., 800 SEMINOLE ROAD, ATLANTIC BEACH, # OFFICE: (904)247-5826 • FAX NO.:(904)247 -5845 , t " is:. BUILDING- DEPTOCOAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY r, tr':ic, ,r,-I,ta., =^ "4ra! ., . ; ;r @GartiF"i>Fu.isOP,..0 , ,11 00 V■M t . '!lifi rt . L V.t4a Cs:Ca7a � c7r4� 3/ ¢' ' J,'A. ; <' EIS. ,r...:• k : ' "F "944' 0^'4 hr I SG() Nc uS pry Emu E 1 ECNOIESCRIPTION: WPA `. a.lrt +. ;r,sfdje .x_ 1 ip ±x ,, x,4.',1. r., , , ' . R :5Scosspo ki rriiWY .., 7r td r.16 "r, a N . .t?W ¢ U OESTRCIC+TURE a ; :; ❑ NEW BUILDING ❑ DEMOLITIONS \ pESIDENTIAL LOT BLOCK SUB DIVISION ❑ ADDITION ❑ CONVERTING USE ■COMMERCIAL 44.4i, - ', dON1oF.w4R14. ,t;00,0n ,r gxvtnF 4 , §itag " R a"t)k. a'4 , rV .,. „:,,,4'SvM;:: ❑ ALTERATION ❑ ACCESSORY BLDG. #il l • :SPERINKLER :vqr3s,'rr ..a F E- w ` C .� n T( V I C ❑REPAIR El POOL / SPA CI YES ❑ N/A 7v { T'� t [ t" F.{` �G ❑ MOVE ❑OTHER ❑ NO 1 , t A..v ' 10;' ! tt r PROPERTY OWNER ! ,PI +r -'+ 4er ! .: u . g Ii Nfil {r CONTRA r , r 4 7 i r ti !I r,9 ! r. f i . Y x , , e -,,. r.4.� � ., r"<t e r. R .. rr.trr ,� ,.u�^��i,.. r.,,'iAi�CNI'� �" .....E kx t AtP 9. NAME: 15. COMPANY NAME: 23. COMPANY NAME: 3 ptg u d .> 1 Ks-Nita-b1 16. NAME: 24. LICENSEE NAME: 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA UCENSE NO.: 1 $50 FRA tVGS MENUS 3 18. ADDRESS: 26. ADDRESS: frr�. gcN. t 3 a 3 11. OFFICE PHONE: 12. FAX NO.: 19. OFFICE PHONE: 20. FAX NO.: 27. OFFICE PHONE: I 28. FAX NO.: 213. 5r1vo 113 -C 13. CELL PHONE 21. CELL PHONE: 29. CELL PHONE g l,,2. - Lx12 -a, EMA 14. C u 1 E.NER -ce l Be 1+1 EMAIL ADDRESS: 30. EMAIL ADDRESS: y r,s, F i S 41 ,, "i REi2 q''r tr rr s r v� „ t i vt I R 1, a,�Y��( �'V'I{h r �,� y, t ..i 3 I # t pd�y r , t 'tN �. x , {. >�` yyI a �e'� �NDE } �'' ; �'Sr a - � r1PP�p'�iAYg a�vlSa�,'AwyegA , iKa,R RTIWPVPPIM t. 4, a ore7, 41.1 7., 1 $,n $''' QNDING' ,� 04 Y : .. . <t, A .4�0, : �' �^- }G *0 i ' r 1 x . �. �, 01 r .., rl.�,.r gx, .t , YS 1�„ „..., x, . 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. *** WARNING TO OWNER: **--k YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 6 aid �'sa ` tr l, ,ttt dS s Y : 7y'' a Y : � .7 , , , r 0.'40f ' � r'1, S - ` a x p 1? p �� I o, -0 a ' - `c t j �� �'�i,P1^' ID :o d'oo pa o g �P r1a 4��'1 to �'.?t. s r-,: t � `� tl r' >y �. � . r r h x "{'}" t�� r`d.�; t tt *wi,'�.r ;S r.'T,.i,;i "i'e.�. ;,Y,. f .th t`� 6! x � � �;. `. ;f 1�� r � t c1r ,, r 14�T �! „ , a `F 2 u r rw r „�. itr tx , a,,,. ;.. , qr R., �. r '` I., rC.c4� , : -11 , r�r .; irfi+if l .< �. #�.n,� .P(Qtl�ief ,r ��tu9$:.0 `T �s' 'a: n, . , „'. Signed . + .. • ` _ ... •. • _ 4/.. _ . Date: 31 P 1 "v Signed: Date: Befo . • is et , y of 1 , 6 A 2007 in the county of Before me this day of 2007 in the county of D . of Florida, has personally appear& Duval, State of Florida, has personally appeared _ is . L (J O herin by himself / herself , nd affirms that all state ants and declarations are herin by himself / herself and affirms that all statements and declarations are true and accurate. L L true and accurate. Notary Public at Large, State of , County of p l� 1 /✓1' Notary Public at Large, State of , County of P S d ' �T 1 0 / W - d 0 P�u�d Id cation - N. '1 ii .. Notary Signature: 4 i y Commission Expires Feb 1. i 10 %'o f Com mission # DD 518533 """'s Bonded COAITOMB .' . , - _ B y National Notary A ssn. Mar 28 2008 9:25RM PONTE*VEDRH#ENDODONTICS 9042735720 p.1 ` Dr. Joseph Mavec, OILS., M.S. 822 A1A N, Suite 314 Ponte Vedra Pon Vedra Beach, FL 32082 Office: 904 - 273 -5770 E ndodont i c s Fax: 904-273-5720 Fax OOP ,3,1„ To: CITY of ftnANtr BEACH X10"" aPtOORR`t KENNY w� �� �, ��<< �s Palos: ring COM sheet) Pho ' _q0y) ct to; • CAI oZ a oat= $1 3.8 \ 8$ R eta SuR Y VoR FEt+c -E I Uryent For Rovlow 0 PN. .: Commit 0 Please Reply 0 Pismo Reey . • Comments: 714 VS F RCA MI t, R s ,tnciR-k set s a v fr;i F oR k v tr-ot L4 pRkv pc t cEt.ra Fog. tg56 t4ctS 60_ °E. . -nkE- ASTI.%CFrr - tow %Acts ftLRER E c o5mi r t) • 'TtktS t t?g v t`° Et• 60 t4 RMl c- (Vs- ST IO is S Og - vo gF„ p4,, A ME, E pakorse- N ome,t r, pe erc tt m k... INkft14 k Ackt. ui+9-M -N E-Di Mar 28 2008 9:25RM POMTE**VEDRRttENDODONTICS 9042735720 p• . O #,S 5 i8 o F KR WCIS E ug � �OD t O TIr�* m1 �i o ;� , : . , D c: ..< 9 -1 D _ m z rr1 > y A z < r' ' mm � �c o Z -0 Z r- 0 M8 i l 0 T 8 1 m v D r O 0 N .z > FRANOS COVE THREE > xl 'D r*i O O - 0 0 ° c) Pf AT BOCK 56. PAGE 26 & 26A ' . 0 .--A rn 70 03 N cn z, z , I O > 8 z O ;1-0,,, , 4 n3 `3 H° 1 I D *� �-�i n D O �� n l 4 ? V 1-X @ O3 13 v O OC Q � V) t _ D J Ar-".. 8 1 Z 0 D r " � r `� (1 ` 1, H ° j N 00'34`13" W 6 : S c > „ O co r - t Z A lii 22 ;,�, k* � a Z CI �o ,3 co y o � 0 . 10 2 - - ,Z D z v Do�c - ?;r � � 31.90' 0. > . g i o 70 '-xi z o rrt x> a3 rn A Piano 'Q.p"rlma+tt A •-% = This approval verifies compliance with applicable rn i zoning, subdivision. and: other local land rM O © r i � r - development regulations, but does -not- '. Xi -T1 0 approval for the issuance of permits. O iv ti C with Flori Building Code and al oth xi o (J I r D r local, State and Pedsrl permitting requireme § C- - ItriS iiK 4:111114141 .8 ,,,,s ,„,,t. must be verified by signature of the City of Atlanl Z --‹ - • 2 Z Buliding Beach Building Offi cial prior to issuanc of --ij (1') Q Permit. ) ' Z F N Approved By: L , et.-, : E y Z pi (� • tss C Date: .,..") a! 9 A A r r?j O 0 t1 � ' - r � { N �^ t p PP ! aD -- 7. i- m"� m rn 1 r Z r. •••• x i7 o ac z o rn Q N 0 1 T co ?t; V O 8 I r r*t r -I - p , , n ' m ( (J1 •_ Z z a MI Z D Z ' 1Z.S 20 . ig 0 A2 � z f*t g r-- N G�A • .......... � o' g .~ 0 © O D • er r - " t Y el rn Orrrt(n!) I n N 1 z in D n A O Z '{ v iR v R .. A ( M n _ - � (1) a, I 1 1 rrt Z z 2 0'03413 E� oo. /,1 33.10' - GS. N °° n -4 VS, 111 • 1 -1 o N v o POINT OF GINNING F R A N C I S N A VE N vi 30' RIGHT OF WAY (PAVED) . ou. N E R : JANi uf\e_l Vets.10EAYf E RM I T WORKSHEET Certificate of Occupancy Job Address: g5d � ccS E Type Work: fit_A.)5E Property Owner: Phone # zy- t — I z zz- Contractor: Phone # Permit #: Q5— Z 154 7 Date Issued: KtNtID 1 9 .01c Tree Permit # Foundation Permit # 0• 322>s� Demolition Permit # BUILDING I ELECTRI ' 3 10 MECHANICAL 1 PLUMBING =a95(„07 Temp.Power# Olp • 32.310 3 Footing 2. / EP -d ' JEA Release Date Temp. Power Sian Letter Rec'd. Underslab Tie Beam Temp Pole # � A'plo Lintel JEA Release tiN 00 Gas Piping Date ?' Nailing/ Roo y 5 O ' Water/ Sheathing ��! Sewer U `' 0 t t, Rough/ Framing P, , 7/ 4 Rough Rough Topout Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date (Lilo, OV 1 ,ll U F' tN Drainage Inspection: Pool Permit # Inspections: Steel Final Elec. /Grounding Final Roofing Permit # Inspect: Nailing /Sheathing Final Fir d: I Fa ` :.bons: Date Paid: Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 1- Contractor Name: ZEHChtS. /hi e/TAT Permit #: 06" c 9.041 7114-1- Property Address; ace' //9 ft✓I. 33/zz7t Legal Description • Improvements to the above- described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: 0 Single- Family Residence Commercial. Other: — Dap /5.-V Lowest Floor Elevation: Required As Built The following must be. completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire pt. Public Works £. ,� d Public Utilities Planning Dept. Building Dept. Final Survey with FFE Yes No All Re- Inspect Fees Paid 137 Yes 0 No FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2story- 3bed- duplex- 1216sf Builder: Beaches Habitat Address: 1850 Francis Ave. Permitting Office: Atlantic Beach City, State: Atlantic Beach, FL Permit Number: Owner: Jurisdiction Number: Climate Zone: North I. New construction or existing New 12. Cooling systems 2. Single family or multi- family Multi- family _ a. Central Unit Cap: 21.9 kBtu /hr 3. Number of units, if multi - family I SEER: 12.00 4. Number of Bedrooms 3 b. N/A _ 5. Is this a worst case? Yes - 6. Conditioned floor area (ft 1216 ft c. N/A 7. Glass area & type Single Pane Double Pane a. Clear glass, default U- factor 0.0 ft 124.0 ft - 13. Heating systems b. Default tint 0.0 ft 0.0 ft2 - ' a. Electric Heat Pump Cap: 25.0 kBtu /hr c. Labeled U or SHGC 0.0 ft 0.0 ft HSPF: 7.30 8. Floor types _ b. N/A _ a. Slab -On -Grade Edge Insulation R =0.0, 82.0(p) ft b. Raised Wood, Post or Pier tt_ /%,0, aDft2 _ c. N/A c. N/A _ 9. Wall types I 14. Hot water systems a. Frame, Wood, Exterior R =11.0, 964.0 ft _ a. Electric Resistance Cap: 40.0 gallons b. Frame, Wood, Adjacent R =11.0, 136.0 ft _ EF: 0.92 _ c. N/A _ b. N/A d. N/A _ i _ e. N/A c. Conservation credits 10. Ceiling types _ (HR -Heat recovery, Solar a. Under Attic R =30.0, 602.0 ft _ DHP- Dedicated heat pump) b. N/A _ 15. HVAC credits - c. N/A (CF- Ceiling fan, CV -Cross ventilation, I I. Ducts _ HF -Whole house fan, a. Sup: Unc. Ret: Unc. AH(Sealed):lnterior Sup. R =6.0, 25.0 ft PT- Programmable Thermostat, b. N/A MZ- C- Multizone cooling, MZ-H- Multizone heating) Glass /Floor Area: 0.10 Total as -built points: 17368 PASS Total base points: 20556 I hereby certify that the plans and specificf ions covered Review of the plans and by p . this calculation are in com li - ce w e Flori • . s ecifications covered by this o Energy Cod calculation indicates compliance , �,, ' :. P BY: Oce., State- nn Jones with the Florida Energy Code. _` o Before construction is completed a li =^- : v i DATE: /_/7- a this building will be inspected for + a a I hereby certify that this building, desig -d, is in compliance with Section 553.908 "'•:, ''� --' : -' y y g' g Florida Statutes. %. ... Q . OD WE• '` compliance with the Florida Energy Co. -. I OWNER/AGENT: BUILDING OFFICIAL: s DATE: DATE: / - )• 6 1 - 0 EnergyGauge® (Version: FLRCPB v3.30) FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1850 Francis Ave., Atlantic Beach, FL, PERMIT #: I I BASE 1 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 1216.0 20.04 4386.4 Double, Clear NE 1.0 14.3 13.0 29.56 1.00 383.3 Double, Clear SE 1.0 14.3 13.0 42.75 1.00 555.3 Double, Clear SE 1.0 16.7 40.0 42.75 1.00 1708.7 Double, Clear SW 1.0 13.0 9.0 40.16 1.00 360.9 Double, Clear SW 1.0 5.3 17.0 40.16 0.94 643.9 Double, Clear SE 1.0 4.0 6.0 42.75 0.88 226.6 Double, Clear NE 1.0 5.3 13.0 29.56 0.96 368.8 Double, Clear NE 1.0 5.3 13.0 29.56 0.96 368.8 As -Built Total: 124.0 4616.3 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 136.0 0.70 95.2 Frame, Wood, Exterior 11.0 964.0 1.70 1638.8 Exterior 964.0 1.70 1638.8 Frame, Wood, Adjacent 11.0 136.0 0.70 95.2 Base Total: 1100.0 1734.0 As -Built Total: 1100.0 1734.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Base Total: 20.0 122.0 As -Built Total: 20.0 82.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 602.0 1.73 1041.5 Under Attic 30.0 602.0 1.73 X 1.00 1041.5 Base Total: 602.0 1041.5 As -Built Total: 602.0 1041.5 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 82.0(p) -37.0 - 3034.0 Slab -On -Grade Edge Insulation 0.0 82.0(p) -41.20 - 3378.4 Raised 20.0 -3.99 -79.8 Raised Wood, Post or Pier 19.0 20.0 0.77 15.3 Base Total: - 3113.8 As -Built Total: 102.0 - 3363.1 INFILTRATION Area X BSPM = Points Area X SPM = Points 1216.0 10.21 12415.4 1216.0 10.21 12415.4 EnergyGauge® DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1850 Francis Ave., Atlantic Beach, FL, PERMIT #: BASE AS -BUILT Summer Base Points: 16585.4 Summer As -Built Points: 16526.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 16526.1 1.000 (1.090 x 1.147 x 0.86) 0.284 1.000 5080.2 16585.4 0.4266 7075.3 16526.1 1.00 1.081 0.284 1.000 5080.2 EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /FIaRES2001 FLRCPB v3.30 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1850 Francis Ave., Atlantic Beach, FL, PERMIT #: I BASE 1 AS -BUILT , GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X WPM X WOF = Points .18 1216.0 12.74 2788.5 Double, Clear NE 1.0 14.3 13.0 23.57 1.00 306.1 Double, Clear SE 1.0 14.3 13.0 14.71 1.01 192.7 Double, Clear SE 1.0 16.7 40.0 14.71 1.01 592.3 Double, Clear SW 1.0 13.0 9.0 16.74 1.00 151.2 Double, Clear SW 1.0 5.3 17.0 16.74 1.03 293.1 Double, Clear SE 1.0 4.0 6.0 14.71 1.10 96.7 Double, Clear NE 1.0 5.3 13.0 23.57 1.00 307.0 Double, Clear • NE 1.0 5.3 13.0 23.57 1.00 307.0 As -Built Total: 124.0 2246.2 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 136.0 3.60 489.6 Frame, Wood, Exterior 11.0 964.0 3.70 3566.8 Exterior 964.0 3.70 3566.8 Frame, Wood, Adjacent 11.0 136.0 3.60 489.6 Base Total: 1100.0 4056.4 As -Built Total: 1100.0 4056.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Base Total: 20.0 246.0 As -Built Total: 20.0 168.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 602.0 2.05 1234.1 Under Attic 30.0 602.0 2.05 X 1.00 1234.1 Base Total: 602.0 1234.1 As -Built Total: 602.0 1234.1 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 82.0(p) 8.9 729.8 Slab -On -Grade Edge Insulation 0.0 82.0(p) 18.80 1541.6 Raised 20.0 0.96 19.2 Raised Wood, Post or Pier 19.0 20.0 0.88 17.5 Base Total: 749.0 As -Built Total: 102.0 1559.1 INFILTRATION Area X BWPM = Points Area X WPM = Points 1216.0 -0.59 -717.4 1216.0 -0.59 -717.4 EnergyGauge® DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1850 Francis Ave., Atlantic Beach, FL, PERMIT #: BASE AS -BUILT Winter Base Points: 8356.6 Winter As -Built Points: 8546.4 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 8546.4 1.000 (1.069 x 1.169 x 0.88) 0.467 1.000 4407.7 8356.6 0.6274 5242.9 8546.4 1.00 1.104 0.467 1.000 4407.7 EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 1850 Francis Ave., Atlantic Beach, FL, PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 40.0 0.92 3 1.00 2626.61 1.00 7879.8 As -Built Total: 7879.8 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7075 5243 8238 20556 5080 4408 7880 17368 PASS ......... . .... ... Waif: . O EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1850 Francis Ave., Atlantic Beach, FL, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (F,PI,) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. , 1850 Francis Ave., Atlantic Beach, FL, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi - family Multi- family _ a. Central Unit Cap: 21.9 kBtu /hr _ 3. Number of units, if multi- family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 3 b. N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area (ft 1216 ft c. N/A 7. Glass area & type Single Pane Double Pane a. Clear - single pane 0.0 ft 124.0 ft - 13. Heating systems b. Clear - double pane 0.0 ft 0.0 ft - a. Electric Heat Pump Cap: 25.0 kBtu /hr _ c. Tint /other SHGC - single pane 0.0 ft 0.0 ft - HSPF: 7.30 _ d. Tint /other SHGC - double pane b. N/A _ 8. Floor types a. Slab -On -Grade Edge Insulation R =0.0, 82.0(p) ft _ c. N/A _ b. Raised Wood, Post or Pier R =19.0, 20.0ft c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 40.0 gallons a. Frame, Wood, Exterior R=11.0, 964.0 ft EF: 0.92 _ b. Frame, Wood, Adjacent R =11.0, 136.0 ft _ 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, 602.0 ft _ 15. HVAC credits _ b. N/A (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 1 1. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R =6.0, 25.0 ft _ MZ- C- Multizone cooling, b. N/A MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) '"THE St ,, ••., m this home before final inspection. Otherwise, a new EPL Display Card will be completed a�., ,,,o� •, based on installed Code compliant features. e Signature: Date: a Builder Si J�' �-�" g C� i Yi a Address of New Horne: City /FL Zip: e...... *NOTE.. The home's estimated energy performance score is only available through the FLA /RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86, for a US EPA /DOE EnergyStar 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 iiwv'.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 Affair1SYYT*Afe8tA$ersion: FLRCPB v3.30) 1850 Francis Ave. H VA C Load Calculations for Beaches Habitat P. 0. Box 50939 Jacksonville Beach, FL 32240 s RI I It AM‘avok RESIDENTIAL. HVAC LOADS Prepared By: Glenn Jones Ocean State Heating and Air Conditioning 1476 Atlantic Blvd. Neptune Beach, FL 32266 (904) 249 -8251 Friday, January 14, 2005 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Ocean State Htg & A/C 1850 Francis Ave. Neptune Beach, FL 32266 -1798 Page 2 Project Report General Project Information Project Filename: C: \Elite \Rhvacw \Projects \Beaches Habitat \2story -3bed- duplex- 1216sf.rhv Project Title: 1850 Francis Ave. Designed By: Ocean State Heating & Air Conditioning Project Date: 1 -14 -05 Client Name: Beaches Habitat Client Address: P. O. Box 50939 Client City: Jacksonville Beach, FL 32240 Client Phone: 241 -1222 Company Name: Ocean State Heating and Air Conditioning Company Representative: Glenn Jones Company Address: 1476 Atlantic Blvd. Company City: Neptune Beach, FL 32266 Company Phone: (904) 249 -8251 Company Fax: (904) 249 -8949 Company Comment: Design Data Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 32 0 0 72 0 Summer: 94 77 50 75 48 Check Figures Total Building Supply CFM: 728 (4.5 AC /hr) CFM Per Square ft.: 0.599 Square ft. of Room Area: 1,216 Square ft. Per Ton: 702 Building Loads Total Heating Required With Outside Air: 21,139 Btuh 21.139 MBH Total Sensible Gain: 16,004 Btuh 84 % Total Latent Gain: 3,036 Btuh 16 Total Cooling Required With Outside Air: 19,040 Btuh 1.59 Tons (Based On Sensible + Latent) 1.73 Tons (Based On 77% Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. r•\ Gli fo \Rhvar,ni\Prninnte \Roarhoc 1-lahitat \9ctnru- gharl- r•liinlav- 191Acf rhv Prirlav .lanilary 14 9nnc, 047 AAA Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Ocean State Htg & A/C 1850 Francis Ave. Neptune Beach, FL 32266 -1798 Page 3 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 84 2,436 0 2,724 2,724 80 Glass Door Double Clear Glass Metal Frame 40 1,160 0 1,824 1,824 11C Door Metal Polystyrene Core 20 376 0 212 212 12C Wall R -11 + 1/2" Gypsum(R -0.5) 964 3,470 0 1,960 1,960 13C Part R -11 + 1/2" Gypsum(R -0.5) 136 270 0 196 196 16G Ceiling Under Vent. Attic - R -30 Insulation 602 796 0 854 854 201 Floor Over Open Crawl Carpet + R -19 20 38 0 13 13 22A Slab on Grade No Edge Insulation 82 2,656 0 0 0 Subtotals for structure: 11,202 0 7,783 7,783 People: 4 920 1,200 2,120 Equipment: 0 3,000 3,000 Lighting: 0 0 0 Ductwork: 3,523 0 2,667 2,667 Infiltration: Winter CFM: 146, Summer CFM: 65 6,414 2,116 1,354 3,470 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 16,004 Temperature Swing Multiplier: X 1.00 Total Building Load Totals: 21,139 3,036 16,004 19,040 Check Figures Total Building Supply CFM: 728 (4.5 AC /hr) CFM Per Square ft.: 0.599 Square ft. of Room Area: 1,216 Square ft. Per Ton: 702 Building Loads Total Heating Required With Outside Air: 21,139 Btuh 21.139 MBH Total Sensible Gain: 16,004 Btuh 84 % Total Latent Gain: 3,036 Btuh 16 % Total Cooling Required With Outside Air: 19,040 Btuh 1.59 Tons (Based On Sensible + Latent) 1.73 Tons (Based On 77% Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. r \Mites \Rh‘m•,ns\Prniante \Raarhac Hahitat Octnrv- ghari- riiin1av- 121F.cf rhv Frirtav Jarman/ 14 2(1115 047 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Ocean State Htg & NC 1850 Francis Ave. Neptune Beach, FL 32266 -1798 Page 4 System 1 Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 84 2,436 0 2,724 2,724 80 Glass Door Double Clear Glass Metal Frame 40 1,160 0 1,824 1,824 11C Door Metal Polystyrene Core 20 376 0 212 212 12C Wall R -11 + 1/2" Gypsum(R -0.5) 964 3,470 0 1,960 1,960 13C Part R -11 + 1/2" Gypsum(R -0.5) 136 270 0 196 196 16G Ceiling Under Vent. Attic - R -30 Insulation 602 796 0 854 854 201 Floor Over Open Crawl Carpet + R -19 20 38 0 13 13 22A Slab on Grade No Edge Insulation 82 2,656 0 0 0 Subtotals for structure: 11,202 0 7,783 7,783 People: 4 920 1,200 2,120 Equipment: 0 3,000 3,000 Lighting: 0 0 0 Ductwork: 3,523 0 2,667 2,667 Infiltration: Winter CFM: 146, Summer CFM: 65 6,414 2,116 1,354 3,470 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 16,004 Temperature Swing Multiplier: X 1.00 System 1 Load Totals: 21,139 3,036 16,004 19,040 Check Figures Supply CFM: 728 (4.5 AC /hr) CFM Per Square ft.: 0.599 Square ft. of Room Area: 1,216 Square ft. Per Ton: 702 System Loads Total Heating Required With Outside Air: 21,139 Btuh 21.139 MBH Total Sensible Gain: 16,004 Btuh 84 Total Latent Gain: 3,036 Btuh 16 % Total Cooling Required With Outside Air: 19,040 Btuh 1.59 Tons (Based On Sensible + Latent) 1.73 Tons (Based On 77% Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. /s•kcra„\oh... ...,\or.,;.,.. +r. \R.,., .1,- 1-4o1,f +n + \0c+nrv- Q1-.crl-rlrinlov -191 Ref rhv Frirlav Ian! la id 9nnc Q•d7 AAA Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Ocean State Htg & A/C 1850 Francis Ave. Neptune Beach, FL 32266 -1798 Page 5 System 1 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM -- -Zone 1 - -- 1 Great Rm. 370 6,040 79 2 -5 502 3,010 676 137 1.00 137 137 2 Powder 36 683 9 1 -4 88 169 0 8 1.00 8 8 3 Dining 98 5,274 69 2 -5 634 3,038 588 138 1.25 173 138 4 Kitchen 110 1,472 19 1 -7 454 2,669 132 121 1.00 121 121 5 Owner's 154 2,137 28 1 -5 572 1,715 710 78 1.00 78 78 6 WIC 30 428 6 1 -4 139 266 0 12 1.00 12 12 7 Bath 3 63 948 12 1 -4 454 871 88 40 1.00 40 40 8 Stairs 74 118 2 1 -4 66 126 0 6 1.00 6 6 9 Laundry 36 247 3 1 -5 537 1,608 0 73 1.00 73 73 10 Bed 2 130 2,173 28 1 -5 556 1,423 421 65 1.17 76 65 11 Bed 3 115 1,619 21 1 -4 672 1,109 421 50 1.16 59 50 System 1 total 1,216 21,139 275 16,004 3,036 728 782 728 System 1 Main Trunk Size: 16 in. Velocity: 522 ft. /min Loss per 100 ft.: 0.046 in.wg - Cooling System Summary Cooling Sensible /Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.59 84% / 16% 16,004 3,036 19,040 Recommended: 1.73 77% / 23% 16,004 4,780 20,784 r.\ Clio \Rh ,or,ni \Prniortc \Roarhoc Hahitat \7ctnrv Ahari rliinlax 121Asf rhv Friday_ ,January 14. 2005. 9:47 AM S I T E P L A N FOR 1850 AND 1852 FRANCIS AVENUE LOT 1 1 ali 1 0 M N 89'26'40" E 145.00' II W NI Q of 0 o o � I LOT 1 2 n E.H. DONNER'S SUBDIVISION ��� 1 PLAT BOOK 8, PAGE 4 W VCS H co o k ` 3' s 0 oC z _ _ �Y o 4 1 4, o I � ° o f J`t A ( 1 I (ve�� I E.1 1 ' 1 1 + `y6 N 89'26'40" E 120.00 + . ti ny . , . e� 1ti ,, b+ ,x gyp-■ .,•1+ 0 0_ Z -�1�� ,ti• ' �/`-� _ 7 5r SETBACK �" (1) O / / / / / / / / //// .... (O w O / r` O I °• Z cij C I M v hi r . f LOT 8 � / , e:: 1 ` D FRANCIS COVE THREE 8 O c 21 O M > m PLAT BOOK 56, PAGE 26 (r / + CTt -1 0 AND 26A . �. . . •' I z p ,� O 7.5' SETBACK O C 0 _....0.-.- APPROXIMA ' 0 M S 89'26'40" N.? —' +- TOP OF BANK 1 — , y. � J. M1 4.1. - - - - l + _ � 25.00 V ' 1283 k. 2 4 31' �J �@ � a ���CONCRETE CURB, S 89'26'40" W 12. 070' + x 13.13 x13.13 + h ` I x1278 1 S r l- BENCHMARK. �? FORSYTH •. T .. O- ,44...E RECORDED IN FRANC!' COVE T}# . A I PLAT BOOK 56, PAGE • AND ZBA LIGHT. EL V • • . • 50' RIGHT OF WAY toning. subdivvts * 4 de 1 tend $PFrov ►puts; , but does not consthute WIM Fiords hiding Coda P bl. pwanos local. State and FW�ai Pe ate applioatrie NOTES: 8 a B d► . l n 0t om `✓ ac Building Permit. r prior to the issuance of a THIS IS A MAP ONLY. Approved By: �!!j,�. BOUNDARY DATA AS PER PLAT. Date: om u ity :eve open �e SCALE: 1 " = 30' BEACHES HABITAT DRAWN BY: CEK 1671 FRANCIS AVENUE DATE: JANUARY 12, 2005 FILE #: 1850 & 1852 FRANCIS AVE ATLANTIC BEACH, FL 32233 SHEET 1 OF 1 BEARING HEIGHT SCHEDULE 17 7' OI ( o /O' A �1 GJ01 1 , GJ03 ° O , GJ05 1 '0AI LC1 T02 0 O - ::sr 05 N = v \-- T04 0� NOTES: 1 REFER TO HID 91 (RECOMMENDATIONS FOR O HANDLING INSTALLATION AND TEMPORARY BRACING.) REFER TO ENGINEERED DRAWINGS FOR PERMANENT 10 5 O BRACING REQUIRED 2) ALL TRUSSES (INCLUDING TRUSSES UNDER T 04 \ O DACKED OR REFER MG DE' AIL 1105 FOR N__) \-- ALTERNATE BRACING REQUIREMENTS. O \___ 3,) ALL VALLEYS ARE 70 BE CONVENTIONALLY _S FRAMED BY BUILDER. _ - - -- N 4) ALL TRUSSES ARE DESIGNED FOR 2 o . c . 02 S]C MAXIMUM SPACING, UNLE55 OTHERWISE NOTED F— 5.) ALL WALLS SHOWN ON PLACEMENT --_ - PLAN ARE CONSIDERED TO DE LOAD BEARING UNLESS GTNERW!5E NOTED 6 5742 TRUSSES MUST DE INSTALLED =� -- WITH THE TOP BEING UP O8 7.) ALL ROOF TRUSS HANGERS 10 BE SIMPSON HU526 UNLESS OTHERWISE NOTES, ALL 11 - 000 TOURS HANGERS TO DE SIMPSON - O 7 '\ /A O THA422 UNLESS OTHERWISE NOTED. \,_ 0. ) 5E AMIHEADERILINTEL (HD?) 10 DE FURNISHES BY BUILDER. GJ03 ° CS O 'Builders O o E � FirstSource Bunnell U PHONE: 386- 437 -334G FAX 386- 437 -35A4 Jacksonville PHONE: 504- 772 -6100 FAX :.04- 772 -1973 - - - - -- - Lake City 1 0 - 0 - 0 P HONE'. 386- 755 -68F4 FAX. 386- 755 -7.73 Sanford PHONE- 407- 322 -0056 FAX 4 07- 322 - 5553 I. BUILDER: ; j HABITAT BEACHES 11141 911511 - I 1850 -1852 FRANCIS AVE. 2 STORY DUPLEX RcA_ NT5 ;AU : GPAw444, 1044 1/14/05 BAN J100615 - 40-0-0 _ _ E - 1q -10 -0 _ 1J 10.0 -_ Lf O O O' //‘' v \ -- a. o \ . v' v ii T • — — ( 14 - H07 ���. ) °� G \3� o \ :,,- J(5 o TO r-- o 002 �� / T\ T04 o o T05 L 0 T04 vF o T \) \ y T 0 \' T01A I� h 008 i 1 O / \ ' X10} E \ o OJO 660. \ ° \0 ►t • ° Cdol , 1 _:-/ i.,._____,7,,,____ ,c, ,,,C0 . . ./ 7 / ,_,_ „>,§) „.) -o O o . -- SU ,,.__) v 1 \z, „i,_______ 10 -0 -0 20 -0 -0 40 -0 -0 BuiIders FirstSource Project Information for: J100615 Builder: Habitat Beaches 14, 2005 Address: 1850 & 1852 Francis Avenue Jacksonville, FL County: Duval Truss Count: 16 Design Program: MiTek 20/20 5.2 Truss Design Load Information: Gravity: Wind: Building Code:FBC2001 Roof (psf): 42.0 Wind Standard: ASCE 7 -98 Floor (psf): N/A Wind Speed (mph): 120 Note: See the individual truss drawings for special loading conditions. Engineer of Record: Lawrence A. Paine, PE Florida P.E. License No. 21475 Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Truss Design Engineer:Lawrence A. Paine, PE Florida P.E. License No. 21475 Company: Builders FirstSource - Florida, LLC Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer /engineer of record, as defined in ANSI/TPI 1 -1995 Section 2.2 2. The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3. The Toads indicated on all referenced girder trusses are consistent with the truss placement plan numbered J100615 provided by Builders First Source - Jacksonville, FL and dated 01/14/2005. Loads applied by non -truss elements and basic load parameters /design criteria are to be reviewed and approved by the Engineer of Record /Building Designer. Otherwise, the Truss Design Engineer's responsibilities are limited as stated in Chapter 2 of ANSI/TPI 1 -1995. # Truss ID Dwg. # Seal Date I 1 CJO1 J1277184 10/22/04 2 CJO3 J1277185 10/22/04 3 CJO5 J1277186 10/22/04 4 6 EJ07 J 1277188 10 2 4 7 HJO9 J127 1 8 T01 J1277191 10/22/04 9 TO1A J1277192 10/22/ 1 T03 J 1277194 10/22/04 12 T04 J1277195 10/22/04 13 T05 J1277196 10/22/04 14 T06 J1277197 10/22/04 g 15 T08 J 1277199 10/22/04 d Job Truss ! Truss Type aty !Ply J1277184 CJ01 I MONO TRUSS 12 1 J Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Fri Oct 22 15:04:01 2004 Page 1 3 I . -_- -. _._ -... - 2 - 0-0 __.... 1 - 2-0-0 _ 1-0-0 \ A 9,o21e = 1:5.8 2 �, - "� �" :\ A e 4.00 112 ,, rr I ' -_ i \/ // 2x4 = 1 - % j\ 4 \ -------- ---- �\ 1 -0-0 1 -0 -0 r LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.00 2 >999 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.10 1 >257 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 6 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 3 = -95 /Mechanical, 2= 274/0 -3 -8, 4 =14 /Mechanical Max Horz2= 100(load case 3) Max Uplift3=- 95(load case 1), 2=- 459(load case 3) Max Grav3= 185(load case 3), 2= 274(load case 1), 4= 14(load case 1) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/34, 2 -3= -51/76 BOT CHORD 2 -4 =0 /0 JOINT STRESS INDEX 2 = 0.32 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =23ft; TCDL= 4.2psf; BCDL= 3.0psf; Category 11; Exp C; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 Ib uplift at joint 3 and 459 Ib uplift at joint 2. LOAD CASE(S) Standard Truss Design Engineer: L■rrrence A. Paine, PE Flori,3a PE No. 21475 En;Ljars Firsti.wrce - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 A Warring - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. 0 BUld I Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection I and bracing, consult SCSI -1 or HI8 -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, j ''"' 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 $ oj j f'°0 Job Truss Truss Type Qty Ply J1277186I ICJO5 MONO TRUSS 4 1 l f - -. Job Reference (optional) __- Builders First Source, Jacksonville ,Florida 32244 I 5.200 s Oct 21 2003 MiTek Industries, Inc Fri Oct 22 15:04:02 2004 Page 1 -2 -0 -0 i - _ - _ __ - . _. - -_ __ - i - _.. _ - .. - - _ _. _... _... 5.0.0 2 -0 -0 5 -0 -0 3 r, Scale t9:2 8 -.1 2 / / — ^^ rl 1 --- x 2x4 - a \______.------- 5 -0 -0 1 5 -0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 i TC 0.41 Vert(LL) -0.03 2 -4 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) -0.07 1 >384 180 BCLL 10.0 j Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 3= 102 /Mechanical, 2= 347/0 -3 -8, 4 =72 /Mechanical Max Horz2= 224(load case 3) Max Uplift3=- 182(load case 3), 2=- 420(load case 3) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/34, 2 -3 =- 122/25 BOT CHORD 2 -4 =0 /0 JOINT STRESS INDEX 2 = 0.37 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =23ft; TCDL= 4.2psf; BCDL= 3.0psf; Category 11; Exp C; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 182 Ib uplift at joint 3 and 420 Ib uplift at joint 2. LOAD CASE(S) Standard T211s5 Design En ineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSoaln_e - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1 -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. 1 Applicability of design parameters and proper incorporation of component into the overall building structure, including aH temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TP1 1 as referenced by the building code. For general guidance regarding storage, delivery, erection 0Builders 1 and bracing, consult BCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, iii 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 I' Job I Truss , Truss Type LQty Ply YP Builders First SourcJacksonville ,Florida 32244 MONO TRUSS _ 5 200 s Oct 21 2003 b R e f Ience _Optional) J12 '8S _I + Inc. c Fri Oct 22 15 :16 :50 2004 Page 1 -2 -0 - — f 7 -0 -0 2-0-0 7-0-0 3 i Scale 1 4,9 /� Y 4.0012 ; / j 2 �i -------- V 1 3x6 = -- 4 7 - 0 - 0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.95 Vert(LL) -0.11 2 -4 >776 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.50 1 >53 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 25 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3 -10 -4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 3= 164 /Mechanical, 2= 423/0 -3 -8, 4= 102 /Mechanical Max Horz 2= 287(load case 3) Max Uplift 3=- 293(load case 3), 2=- 474(load case 3) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/34, 2 -3 =- 174/42 BOT CHORD 2 -4 =0 /0 JOINT STRESS INDEX • 2 = 0.20 NOTES 1) Wind: ASCE 7 -98; h 120m (3-second gust); h =23ft; TCDL =4.2 sf; BCDL =3.0 sf; Category II; Ex C; partially; gable end ; MWFRS P( 9 ) P P 9 ry P P Y 9 zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. . 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 293 Ib uplift at joint 3 and 474 Ib uplift at joint 2. LOAD CASE(S) Standard • Tniss Desi t Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders Fixst.;ource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 ja Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE . Id This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Bull&rs Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the .. responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 `MCA Center, l 6300 Enterprise Lane, Madison WI 53719 or the Truss Plate Institute 583 D'Onofno Drive, Madison, WI 53719 p g gr s Job Truss Truss Type Qty Ply J1277190 2 HJ09 MONO TRUSS 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Fri Oct 22 15:04:03 2004 Page 1 -2 -9-1 5 _.. 5-4-0 _ —_ - - __ 2 - - 15 _ - - - -- - - 5-4-0 4 -6 -13 - - Scale = 1:21.3 4 2.83112 3x6 3 i — ! I 3x6 x 7 Simpson SUR /L24 6 5 2x4 3x6 . f - 5 - -- ---- -- - -- 9 5-4-0 4 -6 -13 LOADING (psf) SPACING 2 -0 -0 • CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) 0.08 6 -7 >999 240 M820 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(TL) 0.36 1 >103 180 BCLL 10.0 Rep Stress Incr NO WB 0.38 Horz(TL) -0.01 5 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 42 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 -2 -11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 4= 230 /Mechanical, 2= 532/0 -4 -15, 5= 414 /Mechanical Max Horz2= 344(load case 2) Max Uplift4=- 394(load case 2), 2=- 615(load case 2), 5=- 265(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/34, 2- 3=- 1034/714, 3 -4 =- 107/39 BOT CHORD 2 -7 =- 938/986, 6 -7 =- 938/986, 5 -6 =0 /0 WEBS 3- 6=- 1032/981, 3 -7 =0/196 JOINT STRESS INDEX 2= 0.49,3= 0.27,6 =0.28 and 7 = 0.10 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =23ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp C; partially; MWFRS gable end zone; Lumber DOL =1.60 plate grip DOL =1.60. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 394 Ib uplift at joint 4, 615 Ib uplift at joint 2 and 265 Ib uplift at joint 5. 3) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1 -2 = -54 Trapezoidal Loads (plf) Vert: 2=- 3(F =26, B= 26)- to- 4=- 134(F = -40, B = -40), 2=- 0(F =15, B= 15)- to- 5=- 74(F = -22, B = -22) T his Desi4 t Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Buikiers Fizotz,oacxtce - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 `)] Warning - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE 0 This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection - „ ; and bracing, consult BCSI -1 art-11E3-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WrCA Center, f ' 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 +` =,.g � {"'; Job Truss i Truss Type Qty 1Ply MONO HIP 2 1 J127? i IT01A 192 5.200 s Oct 21 Job Reference (optional) I Builders First Source, Jacksonville ,Florida 32244 200 -- I 3 MiTek Industries, Inc. Fri Oct 22 15:23:02 2004 Page 1 -2 -0 -0 7 -0 -0 I 13-3-4 - 2-0-0 7-0-0 6 -3 -4 6 -6 -12 Scale = 1:37.4 7x14 MII20H — 3x6 II 7x10 - - 4.00112 3 __ 9 4 5 va-, ice Al `- 5x8 = 8 10 7 6 3x6 '.I 8x12 = 3x6 II , 7 -0 -0 13 -3 -4 _ - _ } -_ 19 -10 -0 -. { 7 -0 -0 6 -3 -4 6 -6 -12 Plate Offsets (X,Y): [2.0- 3- 4,Edge] [3:0-9-12,0-2-4], [4:0-3-8 0 -1- 8],[7:0 -5- 12,0 -4- 0],[8:0-3-12,0-1-8] _ LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.81 Vert(LL) 0.33 7 -8 >713 240 M1120 249/190 TCDL 7.0 1 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.32 7 -8 >726 180 MII20H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.93 Horz(TL) -0.03 6 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 131 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D *Except* TOP CHORD Sheathed or 3 -1 -2 oc purlins, except end verticals. 3 -5 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 5 -10 -0 oc bracing. BOT CHORD 2 X 8 SYP 2400F 2.0E WEBS 1 Row at midpt 5 -7 WEBS 2 X 4 SYP No.3 *Except* 5-6 2 X 4 SYP No.1D, 3-7 2 X 4 SYP No.2D, 5-7 2 X 4 SYP No.2D REACTIONS (Ib /size) 6= 1965/0 -3 -8, 2= 1607/0 -3 -8 Max Horz 2= 282(Ioad case 4) Max Uplift 6=- 1844(load case 2), 2=- 1529(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/41, 2 -3 =- 4222/3569, 3 -9 =- 4285/3849, 4 -9 =- 4287/3849, 4 -5 =- 4285/3845, 5 -6 =- 1721/1792 BOT CHORD 2 -8 =- 3489/3971, 8 -10 =- 3466/3920, 7 -10 =- 3466/3920, 6 -7 =- 382/346 WEBS 3 -8 =- 355/752, 3 -7 =- 494/386, 4 -7 =- 688/1246, 5 -7 =- 3650/4151 JOINT STRESS INDEX 2= 0.75,3= 0.84,4 = 0.28,5= 0.75,6= 0.80,7 =0.58 and 8 = 0.22 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 120mph (3- second gust); h =23ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp C; partially; MWFRS gable end zone; Lumber DOL =1.60 plate grip DOL =1.60. 3) Provide adequate drainage to prevent water ponding. • 4) All plates are M1120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1844 Ib uplift at joint 6 and 1529 Ib uplift at joint 2. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or beck (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Truss Desi . Engineer: Lawrence A. Paine, PE Vert: 1- 3 = -54, 3- 9 = -54, 5- 9=- 118(F = -64), 2- 10 = -30, 6- 10=- 65(F = -35) Florida PE No. 21475 Concentrated Loads (Ib) Builder; First:;ource - Florida, LLC Vert. 10=- 854(F) 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 I A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1 -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all ternporary and permanent bracing, is the uiktrs I responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of Arnerica, 1 WTCA Center, �°�.. 1 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 *,.»^ p I Job Truss Truss Type Qty Ply , J1277194 T03 MONO HIP 4 i 1 Job Reference (optional) I Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Fri Oct 22 15.04:04 2004 Page 1 I -20-Q - -- _ - -.. ----- _ 10 -1a _.. - - -- -- _.__ _11 -0 -0 _..__ 15-5-0 ---- -_ -I 1610 -0 2 -0 -0 6 -10 -14 4 -1 -2 4 -5 -0 4 -5 -0 Scale = 1:38.3 4x6 = 3x6 ----- 2x4 I I 4 5 6 ; 4.00;12 3x6 ..� ,...,.. / \ u / N. / — I _ \\ 3x6= x i 9 S 7 2x4 I I 3x8 - 3x6 F _ -- 6 -10 -14 ._..__.._.._.1 -0 � 19 -10 -0 6 -10 -14 4 -1 -2 8 -10-0 1 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) 0.14 2 -9 >999 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.19 7 -8 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.50 Horz(TL) -0.04 7 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 99 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4 -7 -7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4 -6 -10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 7= 814/0 -3 -8, 2= 946/0 -3 -8 Max Horz2= 416(load case 3) Max Uplift7=- 801(load case 3), 2=- 965(load case 3) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/34, 2 -3 =- 1771/1780, 3 -4 =- 1195/1228, 4 -5 =- 1099/1223, 5 -6 =- 63/14, 6 -7 =- 114/165 BOT CHORD 2- 9=- 1958/1620, 8- 9=- 1958/1620, 7 -8 =- 857/720 WEBS 3 -9= 0/157, 3 -8 =- 602/841, 4 -8 =- 40/168, 5 -8 =- 484/501, 5 -7 =- 870/1115 JOINT STRESS INDEX 2= 0.49,3 = 0.25,4= 0.49,5 = 0.34,6= 0.57,7= 0.47,8 =0.33 and 9 = 0.25 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =23ft; TCDL= 4.2psf; BCDL= 3.0psf; Category 11; Exp C; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and • for MWFRS for reactions specified. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 801 Ib uplift at joint 7 and 965 Ib uplift at joint 2. LOAD CASE(S) Standard + Trlii Desizn Engineer: Lawrence A. Paine, PE Florida PE No, 21475 Fniilders Fir3tSouxce - Florida, LLC 6550 Raosevelt Blvd. Jacksonville, FL 32244 October 22,2004 • Q Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE ____, This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. MBuiltbrs I Applicability of design parameters and proper incorporation of component into the overall building structure, including all ternporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Job ' Tluss l cuss Type Qty 1 Ply I 1 J1277196 T05 MONO HIP 4 1 " I Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Fri Oct 22 15:04:04 2004 Page 1 I_ _.. 20 0 - _.... 7 -10 -14 -. _ —... 15-0 -0 _... _ 19-10-0 _.' 2 -0 -0 7 -10 -14 -- -- - 7 -1 -2 4 -10 -0 Scale = 1.38.3 5x8 2x4 I 4 5 I v / l t 4.00112 _.. \ \ j - 3 / f r j ic / / ; \ "\`mac 0 1 � , i C- - - ------ , ' 8 7 6 3x6 = 2x4 11 3x6 = 3x6 = 7-10-14 15 -0 =0 19 -10 -0 7 -10 -14 7 -1 -2 4 -10 -0 I Plate Offsets (X,Y): [3:0- 3- 0,0- 2- 8],[4:0- 5- 4,0 -2 -8] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /def L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.19 2 -8 >999 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.21 2 -8 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.71 Horz(TL) -0.05 6 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 102 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4 -6 -15 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4 -4 -9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3 -7 REACTIONS (Ib /size) 6= 814/0 -3 -8, 2= 946/0 -3 -8 Max Horz2 =541(load case 3) Max Uplift6=- 829(load case 3), 2=- 937(load case 3) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/34, 2 -3 =- 1729/1692, 3 -4 =- 712/682, 4 -5 =- 14/16, 5 -6 =- 98/162 BOT CHORD 2 -8 =- 2015/1577, 7 -8 =- 2015/1577, 6- 7=- 775/629 WEBS 3- 8= 0/257, 3 -7 =- 1026/1334, 4 -7 =- 414/534, 4 -6 =- 902/1122 JOINT STRESS INDEX 2= 0.59,3 = 0.37,4 = 0.81,5= 0.41,6= 0.37, = and 8 = 0.25 NOTES 1) Wind: ASCE 7 -98; 120mph (3- second gust); h =23ft; TCDL =4.2psf; BCDL =3.0psf; Category 11; Exp C; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 829 Ib uplift at joint 6 and 937 Ib uplift at joint 2. LOAD CASE(S) Standard Tows Design Eo ineer: Lawrence A. Paine, PE Florida PE No. 21475 • Builder; First ounce - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 • t ' 4 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE _ This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors mers i j ul Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection I and bracing, consult SCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 6300 Enterprise Lane,Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofno Drive, Madison, WI 53719 Job T07 s COMMON Qty ply 1 ,- 9 a J1277198 l Builders First Source, Jacksonville ,Florida 32244 , Job Reference (optional) I. n-i - - - -- — — - - -- 5.200 s Oct 21 2003 MITek Industries, Inc Fri Oct 22 1 5:22:10 2004 Page 1 le i 500 1. 10 - 0 -0 _ 12-0-0 5-0-0 5-0-0 2 -0 -0 Scale = 1:19.7 4x6 - 2 4.00 �2 j i ,,r, o k / i s 1 2x4 11 3x6 = 3x6 = Simpson HUS26 10-0-0 5 -0 0 I -1 5 - 0 - 0 5 - 0 - 0 r LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.07 1 -5 >999 240 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.07 1 -5 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.21 Horz(TL) -0.02 3 n/a n/a BCDL 5.0 I Code FBC2001 /ANSI95 (Matrix) Weight: 36 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5 -3 -5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5 -9 -1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 639 /Mechanical, 3= 784/0 -3 -8 Max Horz 1=- 120(load case 5) Max Uplift 1=- 611(Ioad case 2), 3=- 850(Ioad case 3) FORCES (Ib) - Maximum Compression /Maximum Tension • TOP CHORD 1 -2 =- 1441/1360, 2 -3 =- 1454/1381, 3 -4 =0/34 BOT CHORD 1- 5=- 1215/1332, 3 -5 =- 1215/1332 WEBS 2 -5 =- 518/654 JOINT STRESS INDEX . 1 = 0.41, 2 = 0.56, 3 = 0.41 and 5 = 0.36 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 120mph (3- second gust); h =23ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp C; partially; MWFRS gable end ' zone; Lumber DOL =1.60 plate grip DOL =1.60. 3) Provide mechanical connection by others) of truss to bearing plate capable of withstanding 611 Ib uplift at joint 1 and 850 Ib uplift at joint 3. 4) Girder carries hip end with 5 -0 -0 end setback 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD GASPS) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1- 2 = -54, 2- 4 = -54, 1 -3 = -30 Concentrated Loads (Ib) Vert 5=- 490(F) Truss Desi r Engineer: Lawrence A. Paine, PE Florida PE No. 214'75 Builders FirstSowce - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 t r L Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE Buil&rs This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing. is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 'I, i ! ,y „ {c' 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 • c� P( ii 4 W r r (1) I II m D -p D co r —Di `< 1 Z r r N 1 �w CO M 70 D D ' O nm o -0o � _ m °qan z a o z ° 3�0 on,- Q n 30 0 orn 3 = 35. Nom" c���c D a o 6 5 n R _o �. - Q c Qo O co Q ° Q 3 ° ` m Q N m Qo rn o Ln o' Q rna �Q �QO' �E. °`o' Z m Q om 5 CD -a C' o 0- o moo ,-^ o ` er on D O O' n (D 3 ccc) 0 O J (D z- 0� C Q o < • ND -` CO o a ( Qm QO . " Z O a Q 0 3. 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CITY OF ATLANTIC BEACH 41\ 800 SEMINOLE ROAD ^�1 ATLANTIC BEACH, FL 32233 1 _ , INSPECTION PHONE LINE 247 -5826 Application Number 06- 00032286 Date 2/08/06 Property Address 1850 FRANCIS AVE Tenant nbr, name NEW SRVC 150AMP /240V Application description . . ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor BEACHES HABITAT BROOKS & LIMBAUGH ELECTRIC CO 1671 FRANCIS AVE. 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -1222 (904) 241 -9051 Permit ELECTRICAL PERMIT Additional desc . Permit Fee . . . 95.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 95.00 95.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 95.00 95.00 .00 .00 0 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: 2 )3 AZ Property Address: /6 6 )Cci r., -� ✓� Owner: Telephone #: z- Contractor: 6 "� ��.v�G -- L Telephone #: I/7 Contractor Address: /2,, 'PA-1 9%, Fax #: Contractor Signature: 11 I In consideration of permit given for doing th work described in the above statement, we hereby agree to perform said work in accordance with the attached plans and spec ications 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 74 New : Residence ❑ Temp. $. New being done on this building Or site list the building n Old ❑ Commercial_ ❑ Signs ❑ Increase Per:nit r,::r.:bcr: ❑ Re -wire ❑ Addition Sq. Ft. ❑ Repair U5= idatZ15 Conductor Size: AMPS: /S COPPER ❑ ALUMINUM Switch or ) RACE Breaker AMPS /..SO PH / W VOLT Z / - 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 n 111,4MPS 91 Inn AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P. RATING CEILING KW -HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT Motors 0 -1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea._Sign Miscellaneous ) / 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • t :;'i =t sv. i.atia ti heac: ^, i. Revised 1/04 HP Officejet 7410 Log for Personal Printer /Fax/Copier /Scanner Information Systems 904- 247 -5845 Aug 08 2006 4:20PM Last Transaction Date Time Type Identification Duration Pages Result Aug 8 4:19PM Fax Sent 97223115 0:56 1 OK 1 CITY OF ATLANTIC BEACH `' 800 SEMINOLE ROAD , ATLANTIC BEACH, FL 32233 / / INSPECTION PHONE LINE 247 -5826 Application Number 05- 00029567 Date 2/08/06 Property Address 1850 FRANCIS AVE Tenant nbr, name THOUSE 614RADON /1216SCH Application description . . TWO FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 65261 Owner Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -1222 (904) 241 -1222 Permit BUILDING PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 1/25/05 Valuation . . . 65261 Expiration Date . 8/08/06 Other Fees CITY RADON SURCHARGE .15 CAPITAL IMPROVEMENT 325.00 ST CONSTRUCTION SURCHARGE 5.47 AB CONSTRUCTION SURCHARGE .60 STATE RADON SURCHARGE 2.91 SEWER IMPACT FEES 1250.00 WATER IMPACT FEE 410.00 WATER CONNECT /TAP & METER 525.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 2554.13 2554.13 .00 .00 Grand Total 2554.13 2554.13 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL t' ,/ryas, b ' }, CITY OF ATLANTIC BEACH - - 7 t 800 SEMINOLE ROAD .5 .. r ATLANTIC BEACH, FL 32233 r INSPECTION PHONE LINE 247 -5826 ' Application Number . . . . . 06- 00032363 Date 2/21/06 Property Address 1850 FRANCIS AVE Tenant nbr, name TEMP POLE Application description . . ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 • Owner Contractor BEACHES HABITAT BROOKS & LIMBAUGH ELECTRIC CO 1671 FRANCIS AVE. 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -1222 (904) 241 -9051 Permit ELECTRICAL PERMIT Additional desc . Permit Fee . . . 35.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 35.00 35.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 35.00 35.00 .00 .00 . /0t/ PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING; CODES. : , l' e 'i t T '" d ;.Y. ' 4 'f. • m' BUILDING OFFICIAL CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION �� Date: 2/1b Property Address: ' ?-5 r ,... 4,1 4 C) O t -1' e) AL . 2, Telephone #: Z / /2-2- Contractor: rnv k 3 4 =, L Telephone #: Z41)- 9c s7 Contractor Address: a ` . 7 �5 .- Fax #: � t Contractor Signature: , , I j � J ii - In consideration of permit given for doin4 the w ` k as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and ecifications 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: Cl Trailer Service: If other construction is ❑ New ❑ Residence ❑ Temp. 0 New being done on this building Or site, list the building ❑ Old ❑ Commercial ❑ Signs ❑ Increase Pennit number: ❑ Re -wire ❑ Addition Sq. Ft. ❑ Repair Conductor Size: AMPS: COPPER ❑ ALUMINUM ❑ Switch or RACE Breaker AMPS PH , W VOLT 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 0 fl AMPS 11 Inn AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P. RATING CEILING KW -HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT Motors 0 -1 H.P. VOLTAGE PH I NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. F / KVA No.Neon_Transf. oL ✓ Ea._Sign Miscellaneous \ k 1 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • httD• / /wwse.ci.ati ntic- beach.f.u_ Revised 1/04 PSC 2000 Series 2410 Log for Personal Printer /Fax /Copier /Scanner City of Atlantic Beach Bui 904- 247 -5845 Feb 21 2006 2:42PM Last Transaction Date Time Type Identification Duration Pages Result Feb 21 2:41PM Fax Sent 96657372 0:42 1 OK 1 IS Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. January 4, 2005 Mr. Don Ford Building Official City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 Dear Don, Thank you for assigning addresses for our planned duplex at the northwest corner of Francis Avenue and Forsyth Court. Just to confirm our telephone conversation today, the addresses are: 1850 Francis Avenue 1852 Francis Avenue. Please give me a call if the above are incorrect. Sincerely, Paul Finley Construction Manager 904.334.2278 P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241 -1222 1 ;( ' �.? CITY OF ATLANTIC BEACH �'� 800 SEMINOLE ROAD r ATLANTIC BEACH, FL 32233 J - INSPECTION PHONE LINE 247 -5826 Application Number 05- 00029567 Date 2/10/05 Property Address 1850 FRANCIS AVE Tenant nbr, name THOUSE 614RADON /1216SCH Application description . . TWO FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 65261 Owner Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -1222 (904) 241 -1222 Permit PLUMBING PERMIT Additional desc . Sub Contractor . ADVANTAGE PLUMBING Permit Fee . . . 112.00 Plan Check Fee . . .00 Issue Date . . . Valuation 0 Fee summary Charged Paid Credited Due Permit Fee Total 112.00 112.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 112.00 112.00 .00 .00 PERMIT APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILD G`ODES. tiY BUILDING OFFICIAL S CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: Z //° /of Property Address: /$.S F G 4e- Owner: gg■944tt5 Hstkr >> Telephone #: Z1/1.— J21 Contractor: ` 1.1'y A 14 \ spicAz. "v^'1 a (PtL Telephone #: A j ~ 404 (8 Contractor Address: (i 3 o � d, c 1 Fax #: Z9 - 976,/ In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit number: ❑ Re -Pipe Number of Fixtures: 1 Bath Tubs 1 Showers � - Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains / Washing Machine �• Lavatory ) Water Sewer 1 Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: 1/ X $7.00 + $35.00 = / ) 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Revised 1/04 6 CITY OF ATLANTIC BEACH ' , J 800 SEMINOLE ROAD 5. I ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 .....:// Application Number 05- 00029567 Date 1/26/05 Property Address 1850 FRANCIS AVE Tenant nbr, name THOUSE 614RADON /1216SCH Application description . . TWO FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 65261 Owner Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -1222 (904) 241 -1222 Permit BUILDING PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 1/25/05 Valuation . . . . 65261 Expiration Date . 7/24/05 Other Fees CITY RADON SURCHARGE .15 CAPITAL IMPROVEMENT 325.00 ST CONSTRUCTION SURCHARGE 5.47 AB CONSTRUCTION SURCHARGE .60 STATE RADON SURCHARGE 2.91 SEWER IMPACT FEES 1250.00 WATER IMPACT FEE 410.00 WATER CONNECT /TAP & METER 525.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 2554.13 2554.13 .00 .00 r Grand Total 2554.13 2554.13 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. , BUILDING OFFICIAL r ✓� i1Mr.4., CITY OF ATLANTIC BEACH ' `' PERMIT CALCULATION SHEET f 13 .) Date: / - 2 - O S� Address ( c0 F4/1 NC(s /vF. - 772wn10f0usf Heated Square Footage / a /6 @ $ S Z per sq ft = $ (, 3 3 2 GarageKh4 .2 @ $ Y ( per sq ft = $ Carport /I o G @$ i? persgft= $ 3 Deck @$ per sgft= $ Patio 2 @ $ per sq ft = $ 7 J 0 TOTAL VALUATION: $ 3 1 G / Total Valuation 1 $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ 4J7ei ZONING: /Z G - 2 - + 1 /2 Filing Fee $ iV / FLOOD ZONE: X ( ) Fireplaces @ $35.00 $ O - IMPERVIOUS SURFACE: S"d BUILDING PERMIT FEE $ WATER IMPACT FEE $ / 0 SEWER IMPACT FEE $ / A 8 WATER METER/TAP $ CAPITAL IMPROVEMENT $ 3 A., SEWER TAP $ TC C (G iy) RADON HRS .0050 $ SECTION H PAVING ( ) $ -O - CROSS CONNECTION $ ST0,2/4 ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS:_ / ?-r ,f f grfA- /S 4c/F - 7 - e3(--- 3 1t)( - 1 0 ( DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 Z Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 / Z Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 1 1 Drinking fount n/Icer aker Yz • S� Floor drains 2 Hose bib 1 2 2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or Z dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 Shower compartment, domestic 2 Sink 2 Urinal 4 • Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= ) o • MULTIPLIED X 20 TOTAL$ y/ 0 4 44 4¢44444 4444444444 < 4 444444 4 aaa¢ a4¢ z - 2z zzzzzzzzzz 'zzzzz z z zzzzzz zzz `zzzz zzz 0 zz zzzzzzz zzzzzzzzzz z 2 zzzzzz zzz zzzz zzz e� u U4 v 4 4 4 4 8 4 4 a u u m u n z.3 g g u o o v u u u 4 V 4 4 � rr i �rrr� -r rrrrrrrrrr r r rrrrrr rrr rrr�- rrr ^ ^ C. 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A J v K m a 0 g n w " y N vn L y y 2 2 w a 2 22 22200002 2 m 2 m m C \ < o z` z z z z z C z z zz `z�`� \ < z z z z O O O O O O O O O O 0 0∎ 0 0 O O 0 0 0 ., 0 0 0 O O O O O Z z z z z z z z zz zzzzz zz zzzzzzzz z z z z a a.. > a a> a'> »95:5> as 5= > a a a a t �_ IVE} 1 ,.Al rio m 11 CITY OF ATi�a ear ; Er (Jt °3F � i � *±?l 31)t J� , _'N j 2 i t�� i r t 7. ;5' • - 4' JAN 20 20 -� CITY OF A BEACH,' . -'"'--.0'3'v BUILDING PERMIT APPLICAT ON fAs. (FOR NEW SINGLE FAMILY RESIDENCE ' MD : DUPLEX CONSTRUCTION) „ ._ _„ a. Date: / iic. /S Job Address: ,gSO- ) QSZ r (.--)J „4 a-A.)1.LE Owner of Property: &. - As /r/4-55) 7- /� 3 1 -- Telephone: 9°,1" 2 /VL' ` Address: f�71 F&.) L /-s 0 , /T/`L gag, � Z 33 lhone: p A A c e, s i r M— Legal Description: Block Number: Lot Number: Zonin g District: Ee Sf Contractor: B tr-1E-r s ) cg , 'f'4.7- State License Number: Contractor's Address: & 7r fiC.,4�ea s '1'' , k-4 A . c=41-SPA JI- 52 L 3 3 Telephone: 9 c 2 i 24/ - / 2 -- Fax: 1'' ? — -54.r, Describe proposed use and work to be done: v i 4-1 re s 2 _)- ; �`�-P Present use of land or building(s): VAe-er.A4 A' )a Valuation of proposed construction: 72_ oc'" " Is approval of Homeowner's Association or other private entity required? At If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904 - 247 -5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre - construction or post - construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247 -5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner /Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247 -5826 800 Seminole Road - Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures. temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, a pre - construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. "Zed +�e Date: � / / r Signature of owner: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: Ao Address and contact information of person to receive all correspondence regarding this application (please print). Name: � i4.1.a- t. F Mailing Address: !67 I P.L4A )1 live= . /*� 1 i 't- '7E-440 X2233 Telephone: C A 0 'SV — '- '5/---z z78 Fax: 3)7/— 2 '/— y3 / E -Mail: AS TO OWNER: f Sworn to and subscribed before me this 2 '" day of ��1'M , 200 State of Florida, County of Duval Notary's Signature: ip Y tom. JENNIFER SCHLUETER ,, ,N ; *; MY COMMISSION # 00 121301 ersonally known ;�- EXPIRES: May 27 2006 'waits Bonded Thni Notary Pt r;Jpoterwrn ®r; ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this (P- day of v , 20 CAS State of Florida, County of Duval Y JENNIFER SCHLUETER Notary's Signature: 1 A MY COMMISSION # DD 121301 *= 27, 2006 ersonally known 1„ s EXPIRES: May Rt'r �C = Bonded Tnro Notary Public u"c'0"" "10's ❑ Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 2 Revised 1/14/03 DEPARTMENT OF PUBLIC WORKS s ,, 5- fj , 1200 SANDPIPER LANE %u e -u ATLANTIC BEACH, FLORIDA 322334318 f �_, - A LAs TELEPHONE: (904) 247 -5834 A �' , y FAX: (904) 247 -5843 , . 3 , , r`; SUNCOM:852 -5834 http: /lci.atlantic- beach.tl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 05 _.��, tD -1 , Applicant: eEeccb€__s i-1--pv31-7 Address: / Fie-'N GI 5 flr•le_ roject:. DO' 1 ---6 x Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. a Your permit application has been reviewed by the. Public Utilities. Department and the following items need attention: 4`4* /.0 /O d ¢. ,-/2.-. f ` s i�.7 ` ... - _7 � - i- / l• • .../ A' . , ..�a / ' .. . ..a_ . it 4L / ..Lima. �L.... _ -- . - - 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. Review - • . y Donna Kaluzniak, Public Utilities Director ifi / Date / ..9.5 Signature j (aKed Contractor Notified bate ** * *t* *EC****** *** *** ((lK%K**** ***** **** * *** K** ** * ** ***%K*** ** ** * ** (*** **W**IK*%K**** ******* * * ** *** * P.01 * * TRANSACTION REPORT * * JAN -25 -2005 TUE 10:18 AM * * * FOR: ATL. BCH. PUBLIC WORKS 904 247 5843 * * * DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP * JAN -25 10:16 AM 92414310 2'05" 4 SEND OK 019 * * * TOTAL ; 2M 5S PAGES: 4 * DEPARTMENT OT' PUBLIC WORKS '. iV- `; `, 1200 SANDPIPER LANE 4-" '' - ATLANTIC BEACH, FLORIDA 32233 -4318 / " :'',, TELEPHONE: (904) 247 -5834 -. FAX: (904) 247 -5843 k SUNCOM: 852 -5834 . 0'.. ... • ' http: / /ci.atlantic- beach.fl.us -r FAX TRANSMITTAL DATE: / /6/. 51/25 51/25 T0: Bea&kts i/a FAX #: 01 C l/ .- L.//0 Trt+ i IViunhcr of . Pangs_ Includina Cover Sheet: j'\a\i-rJ J1 CITY OF ATLANTIC BEACH D. For L Higgins t3' BUILDING /ZONING DEPARTMENT s_ Doerr j 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 -5445 !>.. TELEPHONE: (904) 247 -5800 FAX: (904) 247 -5845 Y r' http: / /ci.atlantic- beach.fl.us PLAN REVIEW COMMENTS Permit Application # OS 2 R 5 lol Property Address: 1 g ` '0 F X G (S Pk V Applicant: / C+- Lg i* f S j k.= - Project: This permit application has been: ❑ Approved ❑ Reviewed and the following items need attention: Please re- submit your application when these items have been completed. Reviewed by: Date: 't L `1 r � a • CC: D. Ford CITY OF ATLANTIC BEACH �s �' BUILDING / ZONING DEPARTMENT P' 4 „Y, " ; j 800 S EMINOLE ROAD _ ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE: (904) 247 -5800 ' FAX: (904) 247 -5845 '{ 0F319`> http: / /ci.atlantic- beach.fl.us PLAN REVIEW COMMENTS Permit Application # Q 5 -2-c3 5(p Property Address: /050 F)QporN 015 / WE- . Applicant: ib `('S f 1 7 < Project: I) i 1 This • - it application has been: n ' • • roved ❑ Reviewed and the following items need attention: Please re- submit your • ation when these items have been completed. Reviewed by: Date: v/ . 4.2, i j 5-' NOTICE OF CCMMF,NCEMENT State of FL-c' Q / 9, 4 Tax Folio No. County of ■~d At_ 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 st ted in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: t; ; 7 ■ ,L (- � 7 6 4 1 ) ,3 Address of property being improved: /7413 ,s — z ,i2 yjc . � TL. ■c.))2 F L 3z2 General description of improvements: ,e 7 - 71;,2.1 . ;,7r. Wei 7-G.4 P`" • Owner: \1lt 1m' s AL! r? r?".0,- Address: /42i ^14. ,t r$ ✓f r;. o Z->a vri 3 3r. Owner's interest in site of the improvement: Fee Simple Titleholder (if other than owner): Name: Contractor: 461 F/jcttr 5 A14 ` (•— Address: / �i F4s9 = >� +Q 'tom �� Tc.9.i T'rG >3 e, F t ZZ.33 Telephone No.: gt:24,/ Zvi - ) - Z Fax No: r l�'/ 2 5�1� '5/3ic.) Surety (if any) Address: Amount of Bond S j 0 Telephone No: Fax No: Name and address of.any person making a Ioan 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), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Co mencement (the expiration date is. one (1) year from the date of recording unless a different date is specified): / Z. /S THIS SPACE FOR RECORDER'S USE ONLY OWNER Doc # 2005024684, OR BK 12252 Page 288, Number Pages: 1 Signed: Date: r,b8)p j - Filed &Recorded 01/20/2005 at 11:51 AM, Before m this of v1 — in the comity of Duval e JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Of Florida, has personally appeared INEISMilta V ,.`' LA►. RECORDING $10.00 Notary Public at Large, ` '�'' - ,,, - _ _ t p My commission expires: Personally Known: ip i Produced Identification: �� +' or It N N o 0 L.. M c N i Z ; O J to N O W W C m Z Zz wr-I ►VENUE 6 LA w W � J. � (F'AVED) a z 1"� W W r. ti Z = a *IC Li = 14ENT 0 rya d 1- m 0 0 U) 6 — - —_Iy O U) -0 z 65.00' or: w 0 - v a_ -- - -- w a EMENT r O 0 1 °i §z C9�0 in o 4yW co Q a S E I �ZZ�> I— N> Z ! a � N W C() !" • l U re) 0- _ II J w 0 � ^ ww ma� U . c .0_,0:-.3 NU '�-) �w 3 Q 9 --co " V) = 0 Q Ce 2 I-W (n Q Z O ct 0 O Wlz ; 3 D I-m 0L.i » LL z. a w U N N om /� V F- a'a co v w } LL. Q -' • S alp s' Qa3 W z VJ o A l. U) z - o . W u) �8C � O w O No • Q Y I \c't w Z W = Z 0= J J Q • l o ^ _ >- _ ~ (n W ~ Z C 9 : k r F- Q= NW CK^ JJ�Qrn x § �I- N Owrn t�00 PI Ct F- q 65.00' 3 1 N w LL ? J Z O) O -Q >- -Q _ - g o = 0 % V) LL O lo I- I-O W 0_o0 CC >- Z -0 c IN W = cnW ocn o wO CD _ CC CJ W w W )0' � I 0 O Q (1) W W �? Q ��o 0 U HZ Q m IX 1 >— = Q -J I.i _Z W W Q W O W I- Q ZO W- Ul w o� _ � 0 IY N CC O w NF_ cO � a Q J ■■■ O N 1= Z O (n Q >m o O Z OW >-0" CCDm�CCU Wo J z 1 W I_ OW 11 1 Z ?0 •- LO : N U I DO CC= 0 <00 Q ~ _ LiQ00 ZWU Z� 10 CL Z Od " I— OH COQ l a s Q 0 010 X LA > = Q O Q V) ` O Q US 1_ _ CC N 6O O U L W ° 1r d , 40 I C �cn O WaCC J � = JZtI)O ��� W 00 0 OZ V1}00 N O = X _ I- Li � Y CL D CL o 00 Q CC= Q C CW��0 1- p I Q m 0� CCW WZ N N U I } O a Q (n w 0 - Nz O Q Q (n ONQ - W -7t- Q m )• O a (n Z 0 (n 10w ( X �wW= o o m — W z UQ - p 0- azocal- ��o w azr Y Z u) W Q Li-- 1Z ZUCt m W O Q >zIii 0 H� m J CO m� I - Z O 0ct W Q ill 0 (/)) U co li t " j DEPARTMENT OF PUBLIC WORKS ' -0 (.i 1200 SANDPIPER LANE J VP° - - , ATLANTIC BEACH, FLORIDA 32233-4318 ■.� 4, S4 TELEPHONE: (904) 247 -5834 . < ► ' FAX: (904) 247 -5843 ,, _r SUNCOM: 852 -5834 k. " ; , http: / /ci.atlantic- beach.fl.us t -, 4- "'`'' PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # OS' 2 Applicant: I e J O a5 A VJ U2 Address: ,J � EPVC±{- & ?S &\1'1 � 1 T P\ T Project: - • d Your application is approved as noted by the Public Works Department. \ Final application approval must come from the Building Department. o Your permit application has been reviewed by the Public Works Department and the following items need attention: Driveway must meet the asphalt road. • 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;' • ;I7 arper, P.E., Public Works Director / Date /.2Y7()=-S Signature Contractor Notified Date Vet q/o - Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. RECEIVED CITY OF ATLANTIC BEACH BUILDING & ZONING January 20, 2005 JAN 2 0 2005 Mr. Rick Carper BY: Public Works Director- City of Atlantic Beach 1200 Sandpiper Lane -- Atlantic Beach, FL 32231 Rick, Attached are items relative to our Building Permit application for 1850/1852 Francis Avenue: 1. A copy of the Site Plan is attached. This document shows planned drainage and our erosion and sediment control plan. 2. Impervious calculations are as follows: a. Total square footage of lot = 7,800 b. Total impervious square footage = 2,212 i. Slab = 1,360 sq ft ii. Walks and drive = 852 sq ft c. Percent impervious = 28.4% Please give me a call if you require any additional information. Sincerely, T Paul Finley Construction Manager 904.334.2278 P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241 -1222 • Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. RECEIVED CITY OF ATLANTIC BEACH BUILDING & ZONING January 19, 2005 JAN 2 0 2005 Ms Donna Kaluzniak Public Utilities Director BY: City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Ms Kaluzniak, I have submitted a building permit application for a duplex at 1850/1852 Francis Avenue. Beaches Habitat will not be installing a fire sprinkler in this structure. In addition, we will not be installing an irrigation system. Please give me a call (904- 241 -1222) if you require any additional information. Sincerely, Paul Finley Construction Manager P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241 -1222 � 1J.A1 � s CITY OF ATLANTIC BEACH i r FLOOD PLAIN DEVELOPMENT INFORMATION Location: / 'jb /PS Fie,9 4j - Type of Development: 9E? r (,¢L )1 • L eC.E * C Flood Zone: X Required Lowest Floor Elevation: 1 Q If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25 -7 -11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: ��� Date: i /7 Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 1 I'Y � JAN 21.120 Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc.y n , January 20, 2005 Mr. Don Ford Building Official City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 Don, Attached are the following materials in support of Beaches Habitat application for a building permit for 1850 -1852 Francis Avenue: 1) One (1) copy of Building Permit Application 2) Four (4) copies of architectural plans 3) Two (2) copies of structural engineering plans 4) Two (2) copies of roof truss plans 5) Two (2) copies of floor truss plans 6) One (1) copy of HVAC Energy Sheets for each side of the duplex 7) One (1) copy of recorded Notice of Commencement 8) One (1) copy of survey 9) One (1) copy of site drawing 10) One (1) copy of letter to Ms. Kaluzniak regarding fire sprinkler & irrigation systems. 11) One (1) copy of letter to Mr. Carper regarding drainage, erosion control, and impervious calculations. Please let me know if any additional information is required. Thank you, Sincerely, 41 Paul Finley Construction Manager 904.334.2278 P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241 -1222 I ce W, piW (xi • Q.! J I } ..NI1_.._ F- .. .. ►- —1.- N CV 0 CE)) - oz X Oz o ( ) I ` oN `�(...)J f • a Z J ' T M z m W g ; ) _J o N N 3 (O D (/) >7 �W� >> - c� W z � 3 W = w z H /11 z W o Dz Li W W -i- J `r) o CO W ~ J N D m 0 W Z ° 0° == ~ n o � w o�Q oz W J Li W Z 0 0 0 Z 5 Qw W �W d � lo E. Q a) W W o N .z cnw Q v ZZ M_i �∎ � W vi g t = II ii = c)' ivetiN ►,400 CITY OF ATLANTIC BEACH !��,1a%' FLOOD PLAIN DEVELOPMENT INFORMATION Location: /.r o /j`2 F +» c, s 41c Type of Development: 4 S / 9E.1 1- (, - ) uPCG Flood Zone: X ` A / Required Lowest Floor Elevation: /--?.. q If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25 -7 -11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: /--.? Date: > 2 . Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 S I T E P L A N FOR 1850 AND 1852 FRANCIS AVENUE LOT 11 II 0 -- -- -- r) N 89'26'40" E 145.00' II W J N I Q 6) 0 1 0 o 1 LOT 1 2 0 4 E.H. DONNER SUBDIVISION c k - �4 ,V I PLAT BOOK 8, PAGE 4 (-:.1 VCS m cry. z 0 0 . 0 0 <u � , w 1W �w I ��� N 89'26'40" E 120.00 .�v ,v ` � ° ,ti 1ti + x 1 + –v--- ,tip+ _" -. 1). .�h�' , ".:;,...4 - ..::::: : ':: ; ;; ; -1 o z — 7.5T SETBACK .•; z ' to 7 o / ts 0 1 -z O / a 54 R 0 Uy !rf 4 ii LOT 8 > f D. FRANCIS COVE THREE 0 0 I) / • y. �,.: ,, , Q I -4 o Z PLA BOOK 56, PAGE 26 CTI / _ •- x : -,, AND 26A b / i....:::.: . 0 0 7,5' SETBA O C 0 _ — +�/.+- +k' APPROXIMAT_ , e i i — — S _ 89'26'40" W* _ • • _ .. .. TOP OF BANK —+ j _..., _ ` ■ 47 - - 25.00' 12.83 °' TE CURB 1 r » tab , �� "� � '?, ' C ti S 89'26 40 W 12 � .a'b 4) * e0 x13.13 x13.13 1 x12.78 1 BENCHMARK: FORSYTH COURT LB 3672 IN EAST RECORDED IN FRANCIS COVE THREE OF POWER POLE WITH 1 PLAT BOOK 56, PAGE 26 AND 26A LIGHT. ELEVATION =15.08 I 50' RIGHT OF WAY (PAVED) NOTES: THIS IS A MAP ONLY. BOUNDARY DATA AS PER PLAT. SCALE: 1" = 30' BEACHES HABITAT DRAWN BY: CEK 1671 FRANCIS AVENUE DATE: JANUARY 12, 2005 FILE #: 1850 & 1852 FRANCIS AVE ATLANTIC BEACH, FL 32233 SHEET 1 OF 1 •... Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. C rrr' - r,! -; r E `• C H January 19, 2005 JAN 20 NO Ms Donna Kaluzniak Public Utilities Director -��• - -- � _ -- City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Ms Kaluzniak, I have submitted a building permit application for a duplex at 1850/1852 Francis Avenue. Beaches Habitat will not be installing a fire sprinkler in this structure. In addition, we will not be installing an irrigation system. Please give me a call (904- 241 -1222) if you require any additional information. Sincerely, Paul Finley Construction Manager P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241 -1222 DEAK[NG HE[GHT SCHEDULE 8' 1 -1 /8 . -0 ..] / i A F - KWAI Mt o to 1 ' Z . 11 -5 -8 F04 1=04 1 NOTES 1) f y E M FB q �TlG Ff* ql (RfLQJJW 11Q151�R R[kR to A tN C DRAVt f1 F05 DRAMS >. O 2, ALL VALLEY 5 LV L 6E TRUSSES IIW CURED OR F05 a �D�s°R F02 2 a) ALL VALLEYS RE of GO WEVIT NN•Lr 49F�2OA F o n IW W �ALLTRU55E5ARFOE5T IN 5 /ALNS pLE55 OITERW F0RA.A 3 _ —._. 5., ALL VALL4 51bVN 0R K AMM' RAN ARf W/ibDER ®10 QE LdAU F q _ ..._ _ REARNTi UNLEh d11fAM5E NOTE'J 0 I 0 f, hY4Y TOMES W51 DE WALLED ���gyy1 q 111111 THE 10F R@8 UT.. o f.} ALL ROOF TRU% RAM% TO BE 5dP50N FLOOR 111155IW T5 TO 5N1f5ON 1HA422 TN.E55 OTIERNI5IENOTED. O., REANRfAOERA.O1f EL ODE) TO DE . RAMMED DT ROLM (' ✓u 4 -0 -0 . Atilik, Builders � . .._ v p ,��, FirstSource Burma II T PHONE; 38f -437 -.349 FAX; 386- 437 -9944 - -- Jacksonville PHONE; 904- 772 -6120 FAX 'V4- 772 -1979 Laka Gity PHONE! 3.M.-75.3-1643c141. FAX! 356 -7.35-7877 10 -0 - n >1 4O1 - s i an ford 0 PHONE! 'Y22- P Q FAX! 407 - 522-55 IEIC HADITAT 6EAGHE5 1 LtOt BMW 1e50 - 1852 FRANCI AVE. IIRi: 11111101; 2 SPORT l7U11LEX 11: NT5 NTT; RNKKti 111: V14/05 <3AN J100615F 40 -0 -0 1q -10 -0 1q -10 F -KW 4. II X 11 -5-5 -8 :t I F -KW _ F0 1_ .... ____ o F 05 F 05 .. ....� , 4 F02 F01 o F01 4 _._____ _____.___________.___ I FI4 T100 T100 4-0-0 1(4)' - F Minh, 11MM o .41) minnimmtimi F -KW F -KW =NM AIMMIIIIIIIIIIIIIIIIMMEMMIIIIIIIR r Ell 10 -0 -0 20 -0 -0 c 40 -0 -0 BuiIders FirstSource Project Information for: J100615F Ja u 14, 2005 Builder: Habitat Beaches Address: 1850 & 1852 Francis Avenue Ow Jacksonville, FL County: Duval Truss Count: 12 Design Program: MiTek 20/20 5.2 Truss Design Load Information: Gravity: Wind: Building Code:FBC2001 Roof (psf): 42.0 Wind Standard: ASCE 7 -98 Floor (psf):55.0 Wind Speed (mph): 120 Note: See the individual truss drawings for special loading conditions. Engineer of Record: Lawrence A. Paine, PE Florida P.E. License No. 21475 Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Truss Design Engineer:Lawrence A. Paine, PE Florida P.E. License No. 21475 Company: Builders FirstSource - Florida, LLC Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer /engineer of record, as defined in ANSI/TPI 1 -1995 Section 2.2 2. The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3. The loads indicated on all referenced girder trusses are consistent with the truss placement plan numbered J100615F provided by Builders First Source- Jacksonville,FL and dated 01/14/2005. Loads applied by non -truss elements and basic load parameters /design criteria are to be reviewed and approved by the Engineer of Record /Building Designer. Otherwise, the Truss Design Engineer's responsibilities are limited as stated in Chapter 2 of ANSUTPI 1 -1995. # Truss ID Dwg. # Seal Date I 1 F01 J1274157 10/22/04 2 F02 J1274158 10/22/04 3 F04 J1274159 10/22/04 4 F05 J1274160 10/22/04 6 F0 4 7 J1274161 10 22/04 7 F08 J1274163 10/22/04 8 F F09 J1274164 10/22/04 9 F10 J12 1p 1 F- J 127 10/22/0 12 T100 J1274168 10/22/04 I Job Truss ' Truss Type Qty Ply I J`t 274157I F01 i FLOOR 19 1 , Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Fri Oct 15 14:06:32 2004 Page 1 0 i l l 8 . 1 - 3 - 0 . -. 1 _- -1-6 -8 -_ ) 0 -i1 Scale = 1:33.7 4x6 = 4x6 = 1x3 _ 1x3 II 1x3 II 1x3 1 2 3 4 5 6 7 8 9 10 1 / \ H 22 0 19 18 17 16 15 14 13 12 ir 4x6 = 4x6 = 9-0-0 _ _ __ t 10-9-8 i - -- - -- 19 -9-8 19 -9 -8 Plate Offsets (X Y): [1:Edge,0 -1 -81, [10:0 1 8,Edge] [15 0 -1_8 Edge],[16 0- 1- 8,Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.34 15 -16 >681 360 MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.99 Vert(TL) -0.47 15 -16 >496 240 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 102 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) 20= 1069/0 -3 -8, 11= 1069/0 -3 -8 FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 20 -21 =- 1063/0, 1 -21 =- 1062/0, 11- 22=- 1063/0, 10 -22 =- 1062/0, 1 -2 =- 1096/0, 2 -3 =- 2741/0, 3 -4 =- 3784/0, 4 -5 =- 4314/0, 5 -6 =- 4314/0, 6 -7 =- 4314/0, 7 -8 =- 3784/0, 8 -9 =- 2741/0, 9 -10 =- 1096/0 BOT CHORD 19 -20 =0/55, 18- 19= 0/2066, 17- 18= 0/3391, 16 -17= 0/4150, 15- 16= 0/4314, 14- 15= 0/4150, 13- 14= 0/3391, 12- 13= 0/2066, 11 -12 =0/55 WEBS 10- 12= 0/1415, 1 -19= 0/1415, 9 -12 =- 1349/0, 2 -19 =- 1349/0, 9 -13= 0/940, 2 -18= 0/940, 8 -13 =- 904/0, 3 -18 =- 904/0, 8 -14= 0/546, 3 -17= 0/546, 7 -14 =- 509/0, 4 -17 =- 509/0, 7 -15= 0/223, 4 -16= 0/223, 5 -16 =- 131/0, 6 -15= -131/0 JOINT STRESS INDEX 1 = 0.71, 2 = 0.95, 3 = 0.55, 4 = 0.34, 5 = 0.57, 6 = 0.57, 7 = 0.34, 8 = 0.55, 9 = 0.95, 10 = 0.71, 11 = 0.71, 12 = 0.77, 13 = 0.95, 14 = 0.55, 15 = 0.38, 16 = 0.38, 17 = 0.55, 18 = 0.95, 19= 0.77,20= 0.71,21 = 0.00,21 = 0.57, 22 = 0.00 and 22 = 0.57 NOTES 1) All plates are 3x4 MI120 unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Tnus Design Engineer: LaNxerlce A. Paine, PE Florida PE No. 21475 Builder; FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI -7473 BEFORE USE Yli This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult SCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, . -rs .. 6305 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute 583 D'Onoirio Drive, Madison, WI 53i 19 Job Truss Truss Type Qty l Ply ,)1274159 F04 I FLOOR 4 1 Job Reference —_ Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Fri Oct 15 14:06:33 2004 Page 1 0 -18 1 -0___ 1 -5 -12 0 -11 -0 0-6-4 r1 - I 1 I Scale = 1:19.3 WARNING: This truss has not been designed to support concentrated loads on the cantilevered end. 1x3 �- 1x3 II 3x6' = - -- 1 2 3 4 5 6 71x3= \ 1 17 p z / Tlf ■ __ _ MI/ ' 14 13 12 11 10 8 ' 1x3 11 ■ 3x6 -- i _... • 4-0-0 _ - - -. 5-8 -12 1 10 -6-4 ... -5 -0 11 -5-0 Plate Offsets (X,Y): 14 0 1- 8,Edge], [7:0 1 8 Edge] [13 0- 1- 8,Edge] - - - -_ - - LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 Vert(LL) -0.05 12 >999 360 MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.44 Vert(TL) -0.07 11 -12 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 9 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 65 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6 -0 -0 oc bracing: 9- 10,8 -9. REACTIONS (lb/size) 15= 563/0 -3 -8, 9= 653/0 -3 -8 Max Grav15= 565(load case 2), 9= 653(load case 1) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 15 -16 =- 554/0, 1 -16 =- 554/0, 8- 17 = -3/2, 7- 17 = -3/2, 1 -2 =- 513/0, 2 -3 =- 1204/0, 3 -4 =- 1204/0, 4 -5 =- 1072/0, 5 -6 =- 418/0, 6-7=-21/16 BOT CHORD 14 -15 =0/29, 13- 14= 0/973, 12- 13= 0/1204, 11- 12= 0/1204, 10- 11= 0/886, 9 -10 =- 16/21, 8- 9 = -0/0 WEBS 6 -9 =- 641/0, 1 -14= 0/659, 2 -14 =- 639/0, 2 -13= 0/315, 3 -13 =- 138/0, 6 -10= 0/610, 5 -10 =- 652/0, 5 -11= 0/261, 4 -11 =- 185/0, 4 -12= -60/0, 7-9=-31/41 JOINT STRESS INDEX 1= 0.60,2= 0.32,3= 0.14,4= 0.11,5 = 0.33,6= 0.68,7 = 0.06,8 = 0.00,9 = 0.21,10 =0 .69,11 = 0.26,12= 0.06,13 = 0.29,14= 0.67,15= 0.3 0 0 = 0.00 and 17 =0.00 NOTES 1 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MI120 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 TJrtilrlers FirstSource - Florida, LLC 65313 Roosevelt Bird. Jacksonville, FL 32244 October 22,2004 4A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE WS This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. . - ' BUII&IS Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the - responsibility of building designer and I or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection I and bracing, consult BCSI -1 or 1-118 -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 YWCA Center, i v • 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 'Job Truss Truss Type 1 Qly Ply - - - -- J1274161I F06 FLOOR 2 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Wed Oct 20 14:33`:53 2004 Page 1 1 3x6 _ -- 2 1x3 II 3 1x3 II 9 4 a 3 - o 1. 1 - 3 - 0 1.4.0 l 0 -3 H Sc91e: 1.5 " =1' N v 4 . •a 3x4 = 3x4 = 8 Simpson THA422 7 6 4,4/ 1-6-0 . - l 3-1-0 `___ 4-7-0 _.__. ._.... __-.__ - - - - - -- 3x4 -- JH 4 -7 -0 Plate Offsets (X, Yj: [6 0 1 -8,E ge] [7:0 1 8,Edgel, [8:Edge,0 -1 -8] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.87 Vert(LL) -0.01 7 >999 360 MII20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.27 Vert(TL) -0.02 7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 28 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.1 D TOP CHORD Sheathed or 4 -7 -0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib /size) 8= 770 /Mechanical, 5= 1023/0 -3 -8 FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -8 =- 748/0, 4 -5 =- 1026/0, 1 -2 =- 782/0, 2 -3 =- 782/0, 3 -9 =- 782/0, 4 -9= -782/0 BOT CHORD 7- 8 = -0/0, 6- 7= 0/782, 5 -6 =0/0 WEBS 1- 7= 0/1022, 2 -7 =- 683/0, 4- 6= 0/1022, 3 -6= -608/0 JOINT STRESS INDEX 1= 0.94,2 = 0.73,3 = 0.73,4 = 0.94,5= 0.36,6= 0.96,7 =0.96 and 8 = 0.36 NOTES 1) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 5- 8 = -10, 1- 4 = -100 Concentrated Loads (Ib) Vert: 2=- 658(F) 9=- 658(F) Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 E,,;l lers FirstSo'nce - Florida, LLC 6550 R o_evelt Blvd. Jacksonville, FL 32244 October 22,2004 Al Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing. is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI -1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 VVTCA Center, g� u f 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 rs J ce Job Truss Truss Type ' Qty 1 Ply Ji274163 F08 FLOOR 2 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Fri Oct 15 14:06:34 2004 Page 1 ()Tip J - -0 i I 1 - - -..1 P_ -3-9 Scale = 1:16.3 1x3 -: 1x3 II 1x3 II 3x6 =—_ 1 2 3 4 5 6 I " - 0 [0,1-[ 71--\ 1. 13 p �\ NIF . / ' - RIM Z / / / ' NN\ N A i r A 7 11 11 10 9 8 7 Simpson THA422 - . _ 4-0-0 ...... i -. 5 -10 - _ -.. _- _._ 9-10-0 i 9 -10 -0 Plate Offsets (X,Y): [9 0- 1- 8,Edgel, [10.0 1 8,Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) -0.02 10 >999 360 MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.23 Vert(TL) -0.03 10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 53 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib /size) 12= 521/0 -3 -8, 7= 527 /Mechanical FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 12 -13 =- 517/0, 1 -13 =- 516/0, 6 -7 =- 522/0, 1 -2 =- 472/0, 2 -3 =- 1021/0, 3 -4 =- 1021/0, 4 -5 =- 1021/0, 5 -6= -471/0 BOT CHORD 11 -12 =0/27, 10- 11= 0/873, 9- 10= 0/1021, 8- 9= 0/876, 7 -8 =0 /0 WEBS 6 -8= 0/627, 1 -11= 0/606, 5 -8 =- 563/0, 2 -11 =- 558/0, 5 -9= 0/198, 2 -10= 0/202, 3 -10 =- 116/0, 4 -9= -113/0 JOINT STRESS INDEX 1 = 0.55, 2 = 0.28, 3 = 0.12, 4 = 0.12, 5 = 0.29, 6 = 0.56, 7 = 0.18, 8 = 0.64, 9 = 0.18, 10 = 0.18, 11 = 0.61, 12 = 0.34, 13 = 0.00 and 13 =0.00 NOTES 1) All plates are 3x4 M1120 unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. - 3) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Truss Design Engineer: LwArrertce A. Paine, PE Florida PE No. 21475 Builders FirstSCal2Ce - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 Q Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE I Mili I 1 This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. • - Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the • 8 responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection Ul and bracing, consult BCSI -1 or F116-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 VVTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 O'Onofrio Drive, Madison, 'VVI 53719 r to ,("� Job I Truss Truss Type Qty Ply .1274164 F09 FLOOR 2 1 Job Referencejoptional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Wed Oct 20 16:14:42 2004 Page 2 • LOAD CASE(S) • Concentrated Loads (Ib) Vert: 1=- 598(F) 2 = -274 15=- 527(F) 2) 1st unbalanced Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (pif) Vert: 7- 12 = -10, 1- 3=- 210(F= -110), 3 -6 = -20 Concentrated Loads (Ib) Vert: 1=-598(F) 2=- 548(F= -274) 15=- 144(F) 3) 2nd unbalanced Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (pif) Vert: 7- 12 = -10, 1- 3=- 130(F= -110), 3- 6 = -100 Concentrated Loads (Ib) Vert: 1=- 163(F) 2=- 349(F = -274) 15 =- 527(F) • • • !A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and I or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult SCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Source • Job Truss I Truss Type Qty Ply • i1274165I F10 I FLOOR 8 1 1 ..- Job Reference joptional)_ Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Wed Oct 20 16:2015 2004 Page 2 LOAD CASE(S) 2) 1st unbalanced Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 6- 10 = -10, 1- 2 = -100, 2 -5 = -20 Concentrated Loads (Ib) Vert: 1=- 347(F) 3) 2nd unbalanced Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 6- 10 = -10, 1- 2 = -20, 2 -5= -100 Concentrated Loads (Ib) Vert: 1= -95(F) • • ,4 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE I This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the respoasilulity of building designer and / or contractor per ANSI / TAI 1 as •4,4Grenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available Trom the Wood Truss Council of America, 1 WTCA Center, 17�y 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Job Truss .Truss Type O1y Ply Ft 1 FLOOR 2 1 • Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Wed Oct 20 16:21:15 2004 Page 2 LOAD CASE(S) Uniform Loads (plf) Vert: 7- 12 = -10, 1 -6= -210 Concentrated Loads (Ib) Vert: 1=- 598(F) 2 = -274 15=- 282(F) 16=- 347(F) 2) 1st unbalanced Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 7- 12 = -10, 1- 3 = -210, 3 -6= -130 Concentrated Loads (Ib) Vert: 1=- 598(F) 2 = -274 15= -77(F) 16= -95(F) 3) 2nd unbalanced Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 7- 12 = -10, 1- 3 = -130, 3- 6 = -210 Concentrated Loads (Ib) Vert: 1=- 163(F) 2 = -274 15=- 282(F) 16=- 347(F) • • A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. "I Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult SCSI -1 or HI8 -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, e � ^ �, g � +,�+., 6300 Enterprise Lane, Madison. WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 i 4d # c `-.� Job Truss I Truss Type Qty I Ply r T100 I FLAT 2 r 1 Job Reference io _ptionat) 1 Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Wed Oct 20 16:26 :22 2004 Page 1 I 3-4-12 I — 6-7-12 9 -10 -12 13-1-12 16 -4 -12 _ _- _ 19-9-8 3 -4 -12 3 -3 -0 3 -3-0 3 -3-0 3 -3 -0 3 -4 -12 • Scale = 1:34.3 5x6 — 4x6 = 4x6 = 2x4 II 4x6 = 4x6 - 5x6 = 1 2 3 4 15 5 6 7 - - -� - - 1 - -` ---- R — __ 1 -. —_ — 1 _ rvi 44 13 12 11 10 9 3x6 I I 5x6 = 5x6 - 5x8 _- 5x6 = 5x6 = 3x6 I I _3 -4 -12_ _ _ I i I— -I 6 -7 -12 _ ____ - __ 9-10-12 _ -. - 13-1-12 16-4-12 19 -9$__ — - 1 3 -4 -12 3 -3-0 3 -3 -0 3 -3 -0 3 -3 -0 3 - - Plate Offsets (X YL[1 0 -3 -0,0 2- 4L[2:0 3- 0,0 -1 -12] [6:0-3-0,0-1-12j, [7 0 -3 -0,0 2- 4], 3 0 0 -2 -41 113:0-3-0,0-2-4] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.51 Vert(LL) -0.22 11 >999 360 MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.47 Vert(TL) -0.30 11 >769 180 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 217 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. • WEBS 2 X 4 SYP No.3 • REACTIONS (lb/size) 14= 1073/0 -3 -8, 8= 1073/0 -3 -8 FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -14 =- 920/0, 1 -2 =- 2822/0, 2 -3 =- 4607/0, 3 -4 =- 5053/0, 4 -15 =- 5053/0, 5 -15 =- 5053/0, 5 -6 =- 4607/0, 6 -7 =- 2822/0, 7 -8= -920/0 BOT CHORD 13- 14= 0/404, 12- 13= 0/2822, 11- 12= 0/4607, 10- 11= 0/4607, 9- 10= 0/2822, 8 -9 =0/404 WEBS 1 -13= 0/2521, 2 -13 =- 805/0, 2 -12= 0/1861, 3 -12 =- 467/0, 3 -11 =- 244/465, 4 -11 =- 305/0, 5 -11= 0/547, 5 -10 =- 467/0, 6- 10= 0/1861, 6- 9=- 805/0, 7- 9= 0/2521 JOINT STRESS INDEX 1 = 0.41, 2= 0.30,3 =0. 18,4= 0.25,5= 0.18,6= 0.30,7 = 0.41, 8= 0.33,9 = 0.35, 10= 0.27, 11 = 0.19, 12= 0.27, 13= 0.35 and 14 = 0.33 NOTES 1) 2 -ply truss to be connected together with 0.131 "x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0 -9 -0 oc. Webs connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. ' 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ' ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Provide adequate drainage to prevent water ponding. LOAD CASE(S) 1) Regular: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 7 = -100, 8- 14 = -10 2) User defined: Lumber Increase =1.00, Plate Increase =1.00 Truss Design Engineer: Lawrence A. Paine, PE Continued on page 2 Florida PE No. 214'75 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 IA Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. I Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection 0BuiWrs and bracing, consult SCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, a}�y 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 5 3719 00 r -Q r- V r �� D \� rn -: t r a n x ♦ � X m z D N 1 A H Cr 0 5 0 z O Q 0 3 N D- p Q O c c - Q �� Z �__ � -. 0) om�� o N6A ` (D(�� > 3- Q 3. 0 -,- D 0 , ' (D x � v z C 0 Q 3 Q N 0 - 5 . 5 a- _,,(D O Q o H Q D 0 (D 5 < 0 7 Q3Q –05 -o Q j 7 50 (i3 m XII v ( -O' m oo C � o' Q n O_.Qo z O 3Q - - Dm 5 --1 - C p o 0-O 7 -.' • O (D o n C D c� N 3 c cD O -,- D- Q °m � o Q � m0 0 = � (Q Q. Q n < N Q (p N D z 00 Q N Q O o 0 Q-0 (D O Q (D a Q� • c z n ' f1 y t O TOP CHORD .- (/� (' W Q Z O A O Z - Cl N Z 3 0 rn . I , 0 7 m �� Wz O W ; O OV O V W n A 7Im A CO 5 `° N A a v O Zz () A < W iv m 0 c = � < N N U D T D O o D -I m v N o m O ---1 m 7 rn Z y mO ` m N 0 -r 3 c'' W ___.- 1 V V W TOP CHORD • , .. r .,_ _. •O co �I U Vi •A W N J v O° (n A W N C> ', (D (D O O n D C w - I (Q �' r - 0 'p ■v,• () - O Q= C C Q C Q `p' -L3 O () 0O 0 C to o Q (Q O O c D D D n N� o p Q0 3 0_ ( Q N , ( N -0 W �O 1. N O' n CD D Q0 . O Ft; w „ 3• po 7o Nmo NQ n3 cD mO �' <�� mN � � o Q m 7 S' Vi c Q 0 3 on- m. p c0 � 0�3 mo � .-0 o cv,m D u x ,,O QO o Q Q 3 Qom M O 7 0 � � n 0 3 _.Q ?7 n Q - -o-0 N O C,• < Q (p m ( 3 _ D (D Q O m Qc c 0 c o o 0- o Q n n o a m - - Q m m O O al Do o. o N - - N o m c� _ m� 3 N N Q(. . _ 5(D QQ cfl o °Q mc� Qc • amc � o mQ Qso Q om (Qm 0. �m o I mo a o 3- 3 - 0o f c - o � c).0- mac° - .3 3- <j - x o +o cQ co O F. Qm o < oo • -a c ( om Q3 m °� Quo mm m - Q 50`^ 0 O a 3 Q� 0 Qo m 30 c3P ma ° n DQ - 0 0 , - c — o O Q Q • O J-m o c O oN C 3 Q_- • H � o 3 �Q o RD 3 Q = -3 30 <m 3- c�oN a. m � m (o � Q - �m '00 o --- H ° ( 3 D _(o (� °° Q mQc (D Q 09 0 Op o'^2 C () f' � o Q F o 3 3Q �' oc�' Q Quo � m c� Q 7, Q Q c n 23 60- ( o p QC CD Q / Q �� Q _ 6 �p (D 0...=-D (Q o Q_. Q � (o ( Q C �V ^ 7 N � � (�(p _.Q Q � Q CQ 3 oQ Q N a . n oN 0 Q < C to t ' O (D Q� N�. (N� QQ 3 Q Om o � 3 0 (D QQ p0 CD ..41. 0 QQ 3 -- N m Q CD I, =�o• oo Q� 4.�. Q ° Q No CD ,G p , m Q (D Q p' O . m 7 'o g z CD • O - Q ,G ''� ....4. O i 001915 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH "" I" ER s',f' L.(3 ✓ A �t' / 0.s► Z l'` ORIIA i I O K "" �. Address* 1850 FRANCIS AVENUE' Perr1111t TyFri `It A TL . A 4TIC BEAiCN, FLORIDA 32233 Clean al' Wax 'CIE LEGAL D ECRIPTI+ON I C f �rtr A L 3 ,131 °Mi :. Se tioxr Pr opos d Uf i P`AttiLY; Tc rrr x�i s RHO; Dweilix� 1;1. 0 '1 Eu divi iofl8 DONNEE'E REPL,AT E ii e.lt�*s *0.00 k Ira +rrsv. 0 3 0. 3 Trt1 "0;0 *SO. ,A *so. 00 wox.k r.; . F ' 6"1II rL.E 'FAMILY f; ESXDENCE BEYOND II EI'AIR ' 'NATION , APPL.ICATION FEED 1 a , �.. ENlL i T + t'so. 00 14 r i ?C l : AV WATER XNPACT }I'VE 0. 00 A F` BI>I A 4 O sit" iMlpA IC' FI E ` St .00 ' i a} Fk r # f2 S. � R$Afl0N RADON OAS - ', 9G + 0 . 00 �� "� �' � " � "., � �� . WATER TAP *0.00 yr yy � � ..... E EE TJ F - - .... *0. 00 _ . I#ItLAI �tIdL.1C SHARE * ,� • T p I 1 RE - XN PEC' F`EE 0. ENGINEERING * .00 1 .%1 ���^k �� '��^; OT, pax ,. 3 NOTES: o ner r *y nia b►4* for d ttris removal NOTICE AL:LCONCRETE FORMS AND FOOTINGS MUST BE `INSPECTED BEFORE POURING I'` I' j L ci311 I a /1 6' PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE o "i'tc;t BUILDING MATERIAL RUBBISH A,NR DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE I 1 CLEARED UP AND HAULED,AWAY BY EITHER:CONTRACTQR OR OWNER. `FAILURETO COMPLY'WITH THE MECHANICS' LIEN LAW CAIN RESULT IN THE PROPERTY QWNER PAYING TWICE FOR BUILDING IMPROVEMENTS, r ISSUED ACCORDING TO' PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VI CA TION OF ,APPLICABLE PROVISIONS OF LAW. ATLANTIC BE UJiLDINO' N. PA- ME, :T By r! � � Y t� d t A P P L I C A T I O N • F O R B U I L D I N G P E R M I T CITY OF -/ REQUIRED SUBMITTALS ,���asiZ�lCP.C�ut - ?total. Each application for building 71 g OCEAN BOULEVARD F. O. BOX 26 permit will be accompanied by ATLANTIC BEACH, FLORIDA 32233 two complete sets of plans, including TELEPHONE (904)249 - 2395 a detailed site plan indicating location of utilities, parking, size of yards and other pertinent data; one set of Florida Energy Efficiency Code sheets; recent survey (on new construction) SCHEDULE OF INSPECTION Requests for inspections will be accepted from 8:00 AN until 4:30 PM. All inspections will be made the following working day. 1. Footing 2. Rough Plumbing /Sewer CALL IN WITH PERMIT 3. Slab NUMBER FOR EACH 4. Framing, Rough Electric, TRADE Mechanical, Top Out Plumbing S. Insulatiorn 6. Final Inspection /Issuance of Certificate of Occupancy BUILDING CARD MUST BE POSTED OR NO INSPECTION WILL BE MADE Pour no concrete or cover any work until building card is SIGHED by the inspector. You will be required to uncover any work that has not ' 4 r } been inspected. , p , . 4ik 910 fee is required for ell re inspections. !4 4. _____ kri 1 i Vi JPERTY DESCRIPTION . ,1 / 2 p z:, ®a r t�t'l'afr>�`� ca cl - i�Co / 7 2 716 OCEAN IBOU1,EVARD Lot N v Block # Section • 1'.O.110X25 ATLANTIC DEACII, FLORIDA 32233 S / 72 S _29— 44:-.03 TELEPHONE (901) 219-2395 Subdivision s I) DIt(/�/C7E -.S ,�� TELEPHONE Street 11ame� �tIC G f� /, y& i/ MA CH �/f(,.. DESCRIPTION OF WORK or Address: If in a FLOOD HAZARD . . Flood Zone: area complete page 3. Brief -1Z°1- i4 Descriptions • Class of Works (New /Remodel /Addition) ZO)1ING INFORMATION • Type of 0 Mtivi ,.m. Construction: Zoning Proposed . U District: Uses Estimated Value $ T • Exceptions or Maternal:: Vwrinncan Granted: Solid or . Filled '. Ground: Roof: OWNER INFORMATION f Method of Heating, G Property Owner: I" t''���> �� tG Phones fT Moiling , ? n T ' Address 1' •a �;,�(,fQ0 ' 'QX 2 IN .., ' 4.A `� Zip: aligggrq CONTRACTOR INFORMATION JAN 1 6 i Contractors Plow' Mailing Vtrild g Address: Zip: Expiration License Number: Date: I HEREBY CERTIFY THAT I HAVE READ AHD EXAMINED THIS APPLICATION AND KNOW TIIE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE "RR {V '' COMPLIED WITH, WIIETIIER,SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUNE TO �I V E, GI AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, � •4 1'; / r REOULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE 7.'3C,� r7. PERFORMANCE OF CONSTRUCTION OF THE PROJECT. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS •t. t, 1%'A141,. CONTIIIOENT UPON THE ABOVE INFORMATION BEI110 TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING Fes. ~IAj 1I DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED 1 X7 ' ; ', C Owner Signatur Date_ : _ 1 _ V . ' .--- 7 , A :.! Contractor Signature Date 1 FLOODPLAIl1 DEVELOPHENT IUFORHATION Type of Development: Flood Zosie: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for, that zone. • Ho final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COHNEHTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25 -7 -11 and all other laws or ordinances affecting the proposed development. Date Applicant's Signature Department Use Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department 1 Building Department Representative page 3 � f • DEPARTMENT OF BUILDING 3703 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 5/41/ 7fI 19 Valuation $ 400.00 Fee $ 5 _ 00 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of kw. This is to certify that D. Odum has permission to build i O- -znakp i ntiari ^r and exterior improvement . Classification residential Zone Owned by I? . Odum Lot Block SAD House No. 1850 Francis According to approved plans which are part of this permit NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS AFTER DATE OF ISSUE �'—► • ■ 0 Building material, rubbish and debris Z from this work must not be placed in public space, and must be cleared up and hauled away by either contractor or owner. ',I !, `.,/:: /7 Bit 1 171,1P vis fd,CACACC o -., ! Buir! ° 771 1 )/?1 FOR OFFICE PERMIT DATE I U�J4 USE ONLY NUMBER CONTRACTOR PLUMBING ELEC'RICAL Allekk FOR OFFICE USE ONLY Date 19 Permit # Fee $... , CITY OF ATLANTIC BEACH Valuation $. Ire FLORIDA House # APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner - Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub - contractors be submitted to this office so that licenses can be verified. \ / Date 5 , 19.. ? G Owner CQ G4i'a', Address M 4-c 9 7"[�7�.Telephone No. o �" Architect Address. Telephone No. Contractor Builder. p. Address Telephone No Lot No. Block No. Sub Division Zone ``// ,,,,'' Street Side Between and Ste. 1/Valuation $.. !!). ed For what purpose will building be used Type of construction Dimensions of Building Dimensions of Lot Size of Footings Size of Piers Size of Sills Greatest Sill Span in ft. Type Roof How will Building be Heated? Will Building be on Solid or Filled Ground? Size of Ceiling Joists Distance on Centers , Greatest Span Size of Floor Joists , Distance on Centers , Greatest Span Size of Rafters , Distance C. - rs , Greatest Span OA PP NJ— :Q, / i - _ This rectangle is to represent the lot. Locate the building or buildings in the ri ht position. Give distance ii feet from ' APPROVED all lot -lines and existing buildings. CITY OF ATLANTIC BEACH REAR LOT LINE Two copies of plans and specifications shall BUILDING OFFICE be submitted with application. Inspections required. 1 1 8 117: 1. When steel is in place and ready to pour footing. W W 2. When steel is in place and ready to pour columns and /o : tel J //I / x z 3. When steel is in place and ready to pour beam. - - , 4. When framing is completed. 5. When rough plumbing is completed, and ready to cover up. 8. When septic tank drain field or sewer is laid but before it is covered. W A 7. Electrical inspection by City of Jacksonville. to co 8. Final inspection. Note: In case of any rejection, re- inspection MUST be called for after corrections are made. FRONT OF LOT 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 building anions of the City of Atlantic Beach. Signature of Builder,...., ..... Address , Signature of Owner Address t x ; CITY OF ATLANTIC BEACH ,,- , „:„, ) ATLANTIC BEACH�FL ROA 32233 INSPECTION PHONE LINE 247 -582 6 Application Number 06- 00033129 Date 6/01/06 Property Address 1850 FRANCIS AVE Tenant nbr, name INSTALL 1 CU & 1 AHU Application description . . MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor BEACHES HABITAT OCEAN STATE HEAT & AIR 1671 FRANCIS AVE. 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 241 -1222 (904) 249 -8251 Permit MECHANICAL PERMIT Additional desc . Permit Fee . . . 71.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 71.00 71.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 71.00 71.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 'A #, t BUILDING OFFICIAL Lr .: Bfr(ts CITY OF ATLANTIC BEACH J MECHANICAL PERMIT APPLICATION .3»r Date: Property Address: � F, J '' S 2 "e.ae / i is F�. F( Owner: Yea 1' G .bi iJi(1`'fz-f[../) Telephone #: /1 1G702,,2 Contractor: QC c( 544 6 goaC4'43 4- rtdr` Telephone #( Act - 8g5`( Contractor Address: t ? 6 ,i . 1 L,A" luct. 6 RFax # :(g9 Contractor Signature: , In consideration of permit giv for doin ork as desci'fbed ' e above statement, we hereby agree to perform said work in accordance with the attached plans and s ecifications w • -e apart hereof and in . -, ' • , ce with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site, list the building permit number: ,l ; Electric - ❑ Gas: _LP _Natural Central Utility ❑ Oil C2 9S `7 ❑ Other - Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK „AK Heat _ Space Recessed )Central Floor Residential : Ar Air Conditioning: Room A Central ❑ Duct System: Material_Q�, ^cihickness /5 +Ft9 ❑ Commercial Maximum capacity se we cfm ,X Refrigeration , - New Building ❑ Cooling Tower: Capacity _Alm ❑ Fire Sprinklers: Number of Heads ❑ Existing Building ❑ Elevator: _ _ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Boilers ❑ Extension or Add -on to Existing System ❑ Gas Piping ❑ Other - Specify ❑ Other - Specify LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # Manufacturer Ton' s Agency 1 d 36 &me' r- ,01.' bt/e__ HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model # Manufacturer BTU's Agency 1 ft/H r I 'fo ( carrier 0 %060 j Z_ - 1 TANKS Nominal Capacity Type Liquid Serial Approving How Many & Dimensions Contained Manufacturer No. Agency 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 , FAXED Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach..us " fi ...,,7,5„.. B RI tom '' ` .. ''.% CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Property Address: . O 1_4_4_ - r i i4. d • : ^ . Owner: t ■ _ ed. & z s ,.; . Of . . Telephone #: - id - 22 Contractor:QC.etis go 'IX 4- ' Telephone # qty el -o - Contractor Address: .? 6 ss: t sr_ , r l e • . J OFFiN Mt 04 1_1).2._ AW Cont ractor Signature: _A�1`-vim - - - --- ln consideration of permit giv for doin orlr * dose • • d . • abort: statement. we hereby agree to perform said work in accordance with the anachea plans and s. ificatiuns w e.pigt huoofand in • . ; , e with theCity or Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating .Fuel: If othor construction is being done on this building Clectric �� or site, list the building permit number; ❑ Gas: _LP „Natural ` Central Utility 0 Oil e2 We n v Other - Specify MECHANICAL EQUIPMENT TO RE INSTALLED NATURE OF 'WORK dsK Feat _ Space __ Recessed Central _ Floor � � � en tra! X Air Conditioning: Room Residential / � up �� / ❑ Duct System: Material D /.L'�s�eit llic)A•ness +Flt ❑ Maximum capacity Comtneroisl p tY�� cfm .21: Refrigeration New Building ❑ Cooling Tower: Capacity m Q Fire Sprinklers: Number of IYcnds " — ci Existing Duildiug O Elevator: Manlifl Escalator (Number) CI Replacement of Existing System O Gasoline Pumps ❑ Tanks (Number) (Number) 1 ,0 4 . New Installation - - ❑ LPG Containers ^ ._ (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ $Oile[ti ❑ Fxtrtlsion or Add - on to Existing System ❑ Gas Piping CI Other -- Specify ❑ Other •Specify LIST ALL EQUIPMENT MR CONDITIONING, R *'FRIGERATION EQUIPMENT & CONDENSOR'S Number r melt Description Model i1 Approving Manufacturer Ton' u I Agency _ asp e 6 e .o LA / L._ FIXATING - I''URNACF.S, BOILERS, FIREPLACE,$ & AIR HANDLER'S Number Units Description Model # M Approving Manufacturer .BTU's .^ a Agency if�UF0A9 o ` • - . 0 a L TANKS Nominal Capacity a Flow Marry & UimeDimensionsDimensionsC ntLi Liquid Contained Serial Approving Manufacturer Agency 800 Seminole Road • Atlantic Beach, Florida 32233 - 5445 Phone: (904) 247 - 5800 • Fax: (904) 247 - 5845 • httn : / /www.ci beach.}1.us Revised 1/04 2•d 61•66 - 642 -1•06 0/d azelg uea00 dBOt1•0 90 IC R W