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Permit 2389 OceanBreeze Ct (vault) 1OBADDRESS 2 3�' E WORK PROPERTT OWNER _TELEPHONE 2 V V- S-73 9 CONTRACTOR,O .� i� /i4o��$ONE PERMITNUMBER O q - DATE / 1 - / 0a INSPEC71ONS.• FOOTING STAB 4081, .- TIEBE" LINTEL NA,ffZVGISE ATEING F AAdMVG/COVER UP d 1 INSULATION FINAL BUILDING f 2- / 4-c� CERTIFIC4TE OF OCCUPANCY ELECTRICAL PERMIT# _'2 INSPECTIONS ROUGE �d FINAL JMaU 1tIC4L PERMITS X 45 INSPECTIONS ROUGE z o FINAL PLUMBING PERM U` 7 INSPECTIONS ROUGE/UNDERSLAB 12--Z L -u) TOPOUT WATwim FINAL / 2-�y-►�f NOTES• �- ✓ i*�s r� Ai� r., RECEIVED City of Atlantic ieacli Bullding and ZD.nang r.4.��f * 1� - 4aTvs�;.' -v .. `.��<'ttdt+� !l'it�(� �4* CE�J� :�; ;�f•Y�.;(� /I Z'-a�C�Trc>, c? ��2 �1''� .r'v'�et t�e.�� /�a�.� l e.�,,:=v'r4� • ,�'_ ' (� Oaks % �i'�c�;� .i �✓yt�'An�r¢Tt;1' L��n "�+'9 �,i�rn�f i F�e � /'— l 3 C� J 7 q2- 44 Y� YY I rr G�1 ✓�' aI�I 9 d'ic( A.M/o ri(, C 44 � V EE4- cart Vie e /i0 pit v'1 T� l_ G �RE� WN aQN M�.r E~ FLA. f4owIN 5140 *t BRE Z Sof QUVAL Co , MA" � �K * A ��`�AN pUBLIC R��°R°NCE COMA M°SES r�+ �, BLOC LAT �F tHE C�RRE"T TITLE 'NSU MARLS NE Lo ! WISED p 51_51A QE FIRST AMEN AN INC.: DONALD R� PACEs FORD. j3ANK 0 IN PLAT BOOK-� ', DWI ELLNATIQNAL AS RECCRQEQ TO' CQRTI CLARK, MARINEi ��FICESQCF EATEN LAW ;UCt�O�'r i rg'0�'S1"W 321.68' Zo zo� LAO • in J'04a �� P ` c► �'v+a DoT 7 ; g ,2 aO ul � 40 ZWp 0 1521 1P. �r Q Z 10 %9. © p ^ 6to � a ZSR _ pffi- So 1.P- „ O 0 Nt �, OT - o '�' -0 t0 ` "E3 Y P i-A �b~ '0 A$0 C, ► 0 7 0 '� C � ' t25}j� N 'op 6oolRa"v 0��fp 4 , �•35nCT�O" 3 ERaN No 66 tPl S8 RANG 810, �Na Pi a�ZEv AR�p °" 0 r = CN V4 ARK �. k� looA 2D- 29061 o � 0 ��•�M 4�N� Pe,7 I 12jef a--e �� [ r�c;�ldf �' �^/�dlq 4 01 1--YW ,'i) e`7 IVe- Gdo-t/C /94fe4 � Qe /oX l� �1;0� �{!✓� eAo ati a✓(��r e _e./�, 1 2/•z� Ge-h 64e� v 17e-V,',-&r I�X- / W4i 2 3 W 5 7 1 .� Zv.1 24.0 ZZ.a 21.,9 z z ig.z 16.3 15.2 > .$ L6-0 X3.5 Zmo 22.7 Li.B 7-6.2- 18.1 16 2) 151 15.> Lc,.o yz Pl 25.1 �3,$ 43A A6 17.g 167 16.7 45.3 4.( 23.1 Z5.7 24.3 zy.a i i.3 rl.l 41.0 0.5 17.1 26'.s3 z=1. z5.-? z9.9 23.9 17.1 16.7 1 J.ey 17.5 ;i.0 Z°•I 22.1S z6.1 zill z3.4 17.3 /6.` 16.9 41.? 17-e V.2 26-4 z&-tl 2S.5 27.5 MS 0.1 18•z. 15.5 4SS 25.z 21.9 26•1 7-S.1 27.5 ZzO zaS 'F-3 1e,7 16.1 L i.3 z-;.,0 z6.3 Y6.f 27.6 Ztf.8 21.0 4g y I'.4 16.7 7.0 Zb.Q 26.6 27.2 17.4 z/� zl.7 t�.� 17.i ,7 22r•70 zyq y� y56•� 2V�•' zyy,' 11u.6u fi7.6 4757 Iby. '47 X2.17 _ f 17 1 a h *�r'� c'�1y '. �irrn �z {t� don �' .,9 �i a ,r�, !7t C '�i 1,o'°t��' �`?F` V�.,�c'`•,yr�,c`/.� �c°�a�7r1 ./e'(; C. / t J`4-4 Xq Gl�s it? 1� }C Z /11C'C` /�C s{,'( C�1 ' ✓ crL e/I //y�) �9l..rl ;"�s' 9a r,idt�'.4)�' ��::�C�..` •7 �..°{'} s� ��'�at rlt �'� 71 i t '�fn '1-/'7 h°y+ 4•(j'✓C" 4 �71�CC9!1A4 41 IC i,4QYYk► t�✓!) <"�-7��t '71r.; .l ipr.'"vft fr .,r �,-�. � � � � d�7t 1 � C„'✓'.?y� i+rN� t%' t{tA f^I j .(t z.e'!!y Y,�F �.e�.!`a `r� �/e�'.r'1{p �,.i �ki r',J`frC' � C.C i�f;.,. /..'� ��d� � �/'�'�' `7�(`;� �`. Y �, „:�;t: �1•�c1 �1 n�/� t��C;"'1+�•C'°,t,.!� �'�,`��t�, ,'�'-Gt, Y��rrrr Patricia Amonette ��►:, ;r_ MY COMMISSION# CC947012 EXPIRES AU st 27,2004 BONDED 0 TRO IN INSURANCE,INC !"t CITY OFATLANTIC BEACH 800 SEMINOLE ROAD S eATLANTIC BEACH,FLORIDA 32233-5445 ?`IIT U0t7nArC. /nn A\nA" conn 11iLl:t tL%J NL].k7VY)LY/-JOVV FAX: (904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.fl.us Thursday, January 24, 2002 Aurora Custom Homes Inc. P.O. Box 329 Ponte Vedra Beach,Fl. 32004 Subject: Final documentation/fees for 2389 Ocean Breeze Court Dear Mr. Lenahen, The final inspection of the house at 2389 Ocean Breeze Court has been completed. The following items need to be furnished to the Building Department before the Certificate of Occupancy will be issued: ➢ Final survey showing the finished floor elevation for the ground floor living area. ➢ Additional permit fee of$255.00 for approximately 676 sq.ft. Area in attic space that has been converted to living area. ➢ Additional impact fee of$120.00 for added bathroom in attic area. ➢ Tree mitigation for two trees removed that was not included in the original tree permit. The required inches to be mitigated are 12inches of oak and 6inches of bay. Mitigation can be by payment into the Tree Conservation Fund at$117.00 per inch of tree removed or by planting trees of the same number of inches t 1 removed. Minimum tree size allowed to be planted for onsite mitigation is four S T inch caliper or greater for oaks. Other trees must be two inch caliper and a m�' minimum of ten feet in overall height. Please contact me at 247-5826 or by E-Mail atci=s�rdir`c atltrtic-iaac ,#i.a. if you have any questions. Don C. Ford CIAO Building Official Cc: Curtis& Dwinelle Ford File CITY OF ,4&4ar& Seac( - ?&Ua ea 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 247-5800 �^ FAX(904) -5805 852 SUNCOM 852-5800 Date /:2- a6-G b RE: 3 8 0 Dear Property Owner: The costs to connect your building to the City sewer and/or water system are as follows: Sewer Tap - Labor and Materials to tap into sewer main $ Water Tap - Labor and Materials to tap into water main��z TA,p 4,4o Xe s-s $ 1006.00 Water Meter- Cost of Meter �°a' "''/' $ Cross Connection Inspection - Inspection by Public Works to ensure backflow prevention $ Sewer Impact Fees - Funds future expansion of the sewer plant $ Water Impact Fee - Funds future expansion of the water plant $ Capital Improvement- Funds for improvements, expansion or replacement to water system'*107S-/mss 375,0c, $ ?"$p•6 0 TOTAL COSTS $ !'y,S S•o v If you have any questions concerning these charges please call the building department at 247-5826. Si rely, tom �- Do . For--d, C. O. Building Official 904-247-5872 P-01 Dec-20-00 09. 59 Harry McNally PEk;i-19-2000 02:08P FROM; 247-5845 l APPLICATION FOR WATER ANOKA SEWER TAP i APPLICANT NFMF MAILING ADOR.t=SS OWONE NUMBER `� l� � �� DATE_ SERVICE REQUESTED SERVICE LOCATION DATE SET TO ru'(3LIC DATE RETURNED TO BUILDING DEPARTMENT PUBLIC WORKS DEPARTMENT PRICE QUOTE RESPONSE WATER-.. pbe SEWER- A A-\ 1 CTHER; PRICE QUOTE PREPARED BY Signat - Title DATE NOTIFIED OWNER / . 1*14 DERY ENGINEERING, INC. Structural Engineering Services ` January 5, 2001 Building Inspector RE: Ford Residence Dear Building Inspector: This letter shall serve as the engineers acceptance of the following: 1. #5 vertical bars in the footing and CMU walls @ 48" o.c. See sheet S-3 for additional steel at wall openings and wall corners. 2. Using a steel column in the garage per the attached detail. Note that the dowels for the CMU column are not required. 3. Lintel sizes per the attached detail. 4. #5 vertical bars at 24"o.c. and#5 horizontal bars at 32"o.c. in the Eco-block walls. Please call me directly at 904-292-2192 if you have any questions. Sincerely, William J. Dery, PE PROVED P R O V E D President 'OF pV'oilc BENCH 12708 San Jose Blvd., Suite 1 C, Jacksonville, FL 32223 Phone: (904)292-2192 Fax: (904)292-2868 E-mail: deryjax@aol.com SREEI R0. S-ll PRMCT 1p. 8'x8'0R )2'X8'AS NOTED v (1)*5 HORIZ.BAR IN BOND BEAM N CONC.BOND BEAM 9 CONT.OR w/ 25'MIN.LAPS Z 0 FILLED w/ GROUT _ (BEND AROUND CORNERS 25' OR PROVIDE CORNER BARS N GROUT STOP e v w/ 25'MIN. LAP TO HORIZ.BARS > YP.) WHERE REO'D 8'X8'OR 12'x8'AS NOTED TOP OF WINDOW v' ''•°e v PRECAST CONC. LINTEL BLOCK OR DOOR OPENING w/ (2)`5 BOT. (USE RECESSED BLOCK 'L OVER DOORS) n� TYPICAL CMU BOND BEAM & LINTEL DETAIL OVER WINDOWS & DOORS T- \ b J Q W YP.) 9'OR II' AS NOTED IN PLANS ° ECO-BLOCK FORM N w/ *5 BAR TOP & BOT. o ? m v - . ir Lu 2 o C° c ti N • ,•o_ 6 3 rcW � � oNi v•o zOc\j4 W • 'p• N io TOP OF WINDOW a' OR DOOR OPENING V) Q U-i Z � W � O Z � J u TYPICAL ECO-BLOCK LINTEL DETAIL OVER WINDOWS & DOORS O Q O u- J e STEEL BEAM (SEE PLANS FOR SIZE) 7' %2'm BOLT,WASHER �,(7 AND NUT (TYP.) I A I i — . I I • I I I I I I I • • I i PL x7x7' —1 YY I SECT4ON A I I I I I I I I I STEEL PIPE %p'm x 5%p'MECH. JY•(T I I 4'STANDARD ANCHOR (TYP.) i I I I I I • I i t I � I I I I � I I I I I I I I I • • I I I I I I I PL FBx7x7' I /4 SECTION B I I I I i I I I I I i I I GARAGE FLOOR I I I I B I I I it II V v STEEL COLUMN ELEVATION c: \de\pro)ects\1092\hntels.dgn Jan. 05, 2001 09: 20:23 Dec-13-01 12:03P AURORA CUSTOM HOMES 1 904 246 1599 P,02 ••�.. .., .,. ..,.,,,o oavan5 cira�ric wm an P y bUtttyUJJb P- 2 8nn�s 11:COMPM EC•000291i-1004 SOUTH 9E D VfRECT-JACKSOWItLrz PEACH,FL,32250 Phone 041249.430912042911-Fax(904)249.0336 h December 13,2001 Atlantic Beach Building Dept. " RE'Lot 8 Ocoan Breeze Early Power Request Permit#20975 Bivins Electric Co.,INC. is requesting Early power be released to Lot 8 2389 Ocean Breeze Ct. With this request Bivins Electric takes responsibility for any electrical problems associated with job site,and that Atlantic Beach Building Dept.is not liable. Dated this day of December 2001, Gene al Contractor B Vit Electric Eiectrica Contractor r �irir� )3, 2 av► �.►"� JULIE A SCHAFER 1.; MY COMMISSION a CC 881278 EXPIRES.October 19,2003 Sonaeo Thn,hmary aubW unawwrwo Dec-13-01 12 :03P AURORA CUSTOM HOMES 1 904 246 1599 P_01 AU ` B.L CUSTOL H`LYMIELdS P. O.BOX 329 PONTE VEDRA BEACH,FL 32004 Office(904)246-5400 Fax(904)246-1599 FAX TRANSNUTTAL Personal and Confidential TO: COMPANY: 1 FAX#: FROM: DATE: 13 01 TOTAL NUMBER OF PAGES: Z (INCLUDING FAX COVER) RE: gA 7r LO fi C9-+^. Ic lL2oz�_C7{ . "Uncompromised Elegance" CITY OF t4da r�,& 800 SEMINOLE ROAD JL ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS r T- O`Z75 Please call me at 904-247-5826 if you have any questions. Sincerely, / " ATLANTIC BEACH f3UILDING DEPARTMENT `—OKY OF 4&4n&' Bead-0;&Uc 4 Office of Building Official / REQUEST FOR INSPECTION Date ( �C) Permit No. 20 Time A.M. Received SEMIiyO .lob s y ACC LE ROAD Owner's ION FLORIDA 32233-5445 Name F(904)247-5800 (904)247-5805 BUILDING CONCRETE ELECT MBING MECHANICAL ICOM 852-5800 Framing ❑ Footing O nng Ci Rough ❑ Air Cond.& ❑ Re Roofing C Slab ❑ Temp Pole Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place C Pre Fab READY FOR INSPECTION A.M. C:.n Tues. Wed. Thurs. Friday o f- ppt1 A.M. Inspection Made Inspector L l Final Inspection Certificate o ccupancy ❑ Date Re: Fina! Electrical inspeCtions Dear Connie: Final Inspections on the following locations have been completed an O(, �' 3 ADDRESS d approved: PERMIT No. 4 - t F 3� 3 Please call me at 904-247-5828 if you have any questions. Sincerely, I AT[.�gNTlC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 ELECTRICAL PERMIT PER FOR A IO . CAT ON N .O TIO: . . '.. Permit Number: 20975 Address: 2389 OCEAN BREEZE COURT Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 46 Proposed Use: SINGLE FAMILY Lot(s):8 Block: Section: Square Feet: Subdivision: OCEAN BREEZE Est. Value: Parcel Number: Improv. Cost: LLr SOWNER.IN,.OR F �s, , , ,,, Date Issued: 11/13/2000 Name: FORD, CURTIS Total Fees: 60.00 Address: 2389 OCEAN BREEZE COURT Amount Paid: 60.00 ATLANTIC BEACH, FL 32233 Date Paid: 11/13/2000 Phone: 000)000-0000 Work Desc: CS500MCM 300AMPS 1PH 3W 240V 3"RW ALUM - NEW RESIDENTIAL SERVICE s.4."': O T ( R.. J.. �,d,F.°s4 ,. •..� 1(' :�.t �..h:� � ''`o-'u 3y��.,.-k:i+.,d;s./'}-. BIVINS ELECTRIC CO. PERMIT 60.00 .zrN'�r, :. ,e✓r"a •..n ',,3'7TCi4 - _„ - t.... 'R; :a;t 3 5r f 'x"P'.` w :k '''w Y x 'r,:,4 ..gip P„3n ,. •'� -� ;.. itw+,d m� s,�x, 5 �'.;r-�`i" t`:,y i- � ROUGH ELECTRIC FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $68.611 14 s —_- D11/14/66 112 Receipt: 61116OEM 676 1181811116.12218611 ATOkNTIC BEA H BUILDING DEPT. n fP 7064 Davis Creek Road Tracking No.: Jacksonville,Florida 32256 • ��i11C. Phone:904/880-0960 �' Project No.: �S Fax:904/880-0970 Report No.: Page of Lab No.: Reportf I>t-Place Density (A phalt air Soi �fe is or Coring fo ,Thickness (--circle one--) Protect: �` .�. .��. , Contractor: ' �', ''+t� Method: '" Reported To: Location by t" Location: : „: Course: Material: �J Spec. Requirements: Date Tested: Pass/ ` Location Elev/., Base/LR/ Dry Max. %of Moist Depth/,�d Asphalt Density Dry Max % "Lift Thickness Density Den let :. I... DEC '-* 20(0 City of Atlantic each Building anacl 1. n n (P.'- 6Q�etest Test Meets Specification Requirements F-Test Fails To Meet Specification Requirements To Be Completed In Field Employee Name a ;h ,., Date Labor Information(Use 24 hr time) (44 1) ❑-Asphalt Testing or (42 1) ❑ - Soil Testing from to Total: (444) ❑-Asphalt Standby or (424) ❑ - Soil Standby(LAB001,0010T) from to Total (portal to portal for all (480) ❑ -Job Site Trvl Time from to Total: (To job) w coring jobs) (480) ❑ -Job Site Trvl Time from to Total: (From job if portal to portal) (426) ❑-Other from to Total: (455) ❑-Trip Charge(Job Canceled) from to Total: Total Hours: Billing Information (Amount) (Amount) ❑-House pad densities(S024) ❑-Asphalt Cores Cut(A003) ❑-In-place density(S 100 or S 10 1) ❑-Asphalt Thickness(A004) ❑-tR Cores for Thickness(S 106 or S106a) ❑-Asphalt Core Density(A005) ❑-Sandcone base density(5105,min 3) ❑-LR Thickness in conjunction with densities(S 107) ❑-Sandcone subgrade density(S104,min 3) ❑ -Out of Town Mobilization(T001) City white copy-office use yellow copy-accounting use pink copy-personal use green and goldenrod-client use 01 DERY ENGINEERING, INC. Sftcfr rw Engineenng,Services December 6,2000 Building Inspector RE: Ford Residence B 9 7 c F-A N t3 2 EE z F_ C T_ ~' Dear Building Inspector. This letter shall serve as the engineers acceptance of the following: 1. $5 vertical bars In the tooting and CMU walls G 48" o.c. See sheet 8-3 for addltlonal steel at wall openings and wag comers. 2. Using a steel column in the garage. Note that the dowels for the CMU column are not required. Please call me directly at W4-292-2192 If you have any questions. Sincerely,.. - William J.Dery,P President RECIa DEC tf 2000 City of Atlantic Beach Building and Zoning 12708 San Jose Blvd.,Suits 1C,Jacksonville,FL 32223 Phone:(904)202-2192 Fax:(904)292-2868 E-mail:deryjaxCaol.com CITY OF ATLANTIC BEACH, FLORIDA Approwd by i APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: // o0 �� IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRI REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. c FVMAIO ELECTRICAL FIRM: MAST R EL CTRICIANS?SIGNATURE URNLWAL -L NAME F nd ADDRESS: /��u �`�v n�� RFL�.Cr l BOX BLDG.SIZE BETWEEN: RES.(-o� APT.1 ) COMM.1 1 PUBLIC( 1 INDUS.( ) NEW OLD( 1 REW.l ) ADDITION( 1 TRAILER( 1 TEMP.(SIGNS ( 1 SO.FT. SERVICE: NEW( 1 INCREASE( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS D COPPER I I ALUM. SWITCH OR BREAKER AMPS PH W VOLT I RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETSCONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. oven APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLAN OUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA I I NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHE EACH SIGN FORWARDED TOTAL FEES J-1 . CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PE T. NF4 AT U i LOCATION.IN QRM TIQN m. '... Permit Number: 20972 Address: 2389 OCEAN BREEZE COURT . Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 46 Proposed Use: SINGLE FAMILY Lot(s):8 Block: Section: Square Feet: Subdivision: OCEAN BREEZE Est. Value: Parcel Number: Improv. Cost: "ClW E IN Q AT Q mk' Date Issued: 11/13/2000 Name: FORD, CURTIS Total Fees: 81.50 Address: 2389 OCEAN BREEZE COURT Amount Paid: 81.50 ATLANTIC BEACH, FL 32233 Date Paid: 11/13/2000 Phone: 000)000-0000 Work Des_c: INSTALL PLUMBING IN NEW HOME C.W. WOOD PLUMBING PERMIT 81.50 ,Nxg{,, F e p 21 �r ny h '' Ps., 'v4, N.� Q.,.. ~moi`'- F k.�1M's `h �� wa'",y�N"R +.ti4. a�ye'k7,F*'r1 ,: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. fA1.5� 14 C ate11114AN 8P Receipt: 019675 26313 iR1Y1i9322U66 ATLANTIC BEACH B ILDING DEPT. ,w �� • v...,•.�.r- rr.�ri C.'ii-J�°i� TO:97431730 P:1/1 CITY o,T ATLANTIC BEAM APPLZCATION FOR F-LU BIN'C PERMIT JOB LOCA;T I ON: ,a 3 c--e-4,N (Zln iut _ OWNER OF PROPERTY:�(,cR,c�,�.A �u s pm No eS TELEPHONE NO.-T9'1-12P-217 PLUMBING CONTRACTOR lam,? p�D� c.►��r � - CONTRACTOR' S ADDRESS' / 3�of 1122 ee'7-- STATE STATE LICENSE NUMBER: C jt:-,d Oyj()`)7 TELEPHONE: 9d 6 G D� HOW MANY CF THE FOLI. NING FIXTURES INSTALLED SINKS a SHOWERS 6 LAVATORY 3 WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS / WASHING MACHINE FLOCK DRAINS _ ,SHOWER PANS SEWER / WATER REPIPE �� OTHER TOTAL FIXTURES: / 17 x $3.50 + $15.00 8 L � � MINIMUM PERMIT FEE - $25. 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION`OF PLUMBING M AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 CITY OF ATLANTIC BEACH, FLORIDA Applo%-d by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE. /d/ O IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. IZ_444om-ELECTRICAL^,FIRM: __WEF ELE/GTRoICIA"SIGA Oxen �,__ /� ��/'�-,� MRIE jouk NAME , �'�� ADDRESS' a3FS�9 t.c�'y"�`IJ(t�"-�'�-' � aiFO BOX BLDG.SIZE BETWEEN: RES( APT.( ) COMM.( ) PUBLIC( ) INDUS.4 ) NEW( OLD( ) REW.( I ADDITION( I TRAILER l 1 TEMP.( ) SIGNS ( ) SO.FT. SERVICE: NEW( ) INCREASE( ) REPAIR ( 1 FEE CONDUCTOR SIZE the fn AMPS 360 COPPER ( ALUM. V) SINITCH OR BREAKER O O AMPS PH 3 w oc 0VOLT 3" RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 31.500 AMPS. SW ITGIi ES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. I OViR APPLIANCEs r I I BELL TRANSF. AIR M.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT al OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. I KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN. FORWARDED s � � TOTAL FEES SEP-25-2000 09:11A FROM: 247-5845 TO:92461599 P:4/7 e CITE( OF ATLANTIC BEACH TREE REMOVAL APPLICATION All apMlicalions must submitted with seven(7)copies and received bx 5 EM on Friday ten 10) days prior to the scheduled meeting in order to be,placed on the agenda IN!ONiPLETE APPLICATION$OR INACCURATELY MARDED SUES W"NOT BE PROCESSED. �57��4CZt� JJ4� 24�-SiJ APPLICANT NAME ADDRESS TELEPHONE , 2. La-TO,g ADDRESS OR LEGAL DESCRUMON OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: C��k 5. Fu rL rsEL—\ 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? O xEs �(NO O NOS'SUPE 5. PROPERTY ZONING: XRESIDENrAL 0 COMNERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: ENTERIOR OR P u DIAMETER * EXTERIq ZONE** �erzi(I, O� (�, wa 7.,tV7. Scjz-,j tea. OAY-- -7" or4C� - Crr-+.t C�Oa W- C � MtrrEmm(Z— c�rJ� u�,dAK I C)r, E><7 2ta rZ lo" Diameter at Breast height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. 5tr-��-�E7JE7 �y:11H FKUf1: 247-5845 T0:92461599 P:5/r a 7. SITE PLAN/TREE SURVEY indicating; a) Changes of topographic features such as hills and low areas affecting trees. b) E4sting and proposed structures. c) Location of all trees with Diameter at Breast Height (DBI) of sic inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an"X". Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle"0". h) Location of utilities and easemcats as applicable. i) Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RD flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BI.LTE flagging,paint or tape. c) The front property comers must be marked by stakes or paint indicating the Lot Number or Address. 9. * INCON9L,FjE APPLICATIONS OR INACCURATELY NAR��A SSS WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23,ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODESAAND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. MLKI_� cast's Signage Date Owner's Signature iiAiwDate' CITY USE ONLY: Tree Conservation Board Chairperson Date SE=E'-25-20013 09:12A FROM: 247-5845 TO:92461599 P:6'7 TREE PROTECTION PRIVATEPROPERTY LINE PROTECTED TREE0 20.00' —_-- — O8HOFB_ORMORE I I 7.50'-1I-- I I ' PRIVATE PROTECTED TREE i I � I PRIVATE PROTECTED TREE Q PROPERTY I c UNE I I C I 0 8 H OF 20" OR MORE I =uj m o 6 O ERTY � i (D 8 H OF 10" OR MORE IN I �� =w I COMMERCIAL be INDUSTRIAL PRIVATE PROPERTY) { PROTECTED c 0 I ' ) TREE I I PRIVATE PROTECTED TREE D 8 H OF 6" OR MORE PROPERTY20.00 LINE �\`�/ PROPERTY UNE ~� SIDEWALK SIDEWALK PUBLIC PROTECTED TREE 0 B H OF 6" OR MORE Yt (PUBLIC STREET) (PUBLIC STREET) A. PRIVATE PROTECTED TREE I. ANY TREE HATH A D B H OF. ' SIX (6) INCHES OR MORE LOCATED ON ANY LOT WITHIN TWENTY (20) FEET OF A STREET I RIGHT—OF—WAY OR REAR PROPERTY LINE. SIX (6) INCHES OR MORE WITHIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE PROPERTY UNE AND TWENTY (20) INCHES WITHIN ANY OTHER PORTION OF THE LOT. (EXCEPT 10' FOR COMMER— CIAL do INDUSTRIAL PROPERTY) I 2. ANY CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY, C�ARTMENT OF AGRICULTURE. B. PUBLIC PROTECTED .JREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SIX (6) INCHES OR LARGER WITHIN CITY RIGHT—OF—WAY. C. EXCEPTIONAL SPECIMEN TREE ANY TREE ON PRIVATE OR PUBLIC LAND DESIGNATED BY THE CITY COUNCIL AS A SPECIMEN TREE. mEE9RQ 5tr-�,-�kJkJki Oy:12R FROM: 247-5845 70:92461599 w CITY OF ATLAN'T'IC BF.AC$ PST APPL'IChTXON lRnVDEL, ADDITIOAVS, CR ALTERATIONS f7l")l , DENDLITI S Owner(s) , \L T1 \ a.,Q `I4 -C--az-C' Job Address: Phone: Q�As- 5' --�s -5 T Lot # � Block or Unit Subdivf:gion:t )Q op Con tractor:�yiQ� i��5(s�� rr `L_ State License II&1;�1_000' �} Address:-�k9D_`2�0�\q V�T�2 Phone too Cit X� ,x 1 - 0.s State Zip Code ` � Describe work to be done: t G k, U QS Present use of building: Valuation of Proposed Construction: qq,-3. o � Proposed use: �G�OLAI \ Is this an addition? � If yes, hat are Che rasions of the added space: " ft. x ft. will the added area be heated and cooled? New electrical (or increase)? "-`—• New plumbing fixtures?-!- New fireplace? -~- New Reat/AC? suzaar rz= (C C.'TJIs.) rwo rjwsr»'lAL) CC11®T.v= S rs Or PZANS, ZNC,Z=ZM SI!M Pz", SLVtvZ7, SmmGY com f cam, A== or , Aim C1 ,jn R/C=9=AC= AFrZMVZr, rF CSR Y9 Signature OWNER: a� to Z n -�•---T-- Signature CONTRACTOR: Date: �Z &o AS To OWNER: i Sworn t aid ! 3I isOVj day of JC 2000 • a EXPIRES;September 8,2002 •%k odD .Bonded Thru Pichard Insurance Agency ARY PUBLIC AS TO CONTRACTOR: {� Sworn to and subscribed before me this day of � _tr' .2000. 1 NOTARY PUBLIC F� MICHELLE S.COOPER aR o My Comm Exp.10/21/2002 w PUBLIC s INyo.OC 7849i75 Known I)OMw IA CITY OF ATLANTIC BEACH Fixture Unic Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASURZIENT OF WATER. OE.uaND FOR EAC3 WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE- WATER SUP?LY CH_.RGE IS HEREBY FIXED AT ' ENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CIiI WATER SYSTEM. BATHROOM GROUP C.ONSISTING OF I pSERVICE SINK TRAP STAND WATER CLOSET. LkVATORY 6 BATH (8) TUB OR SHOWER STALL (6) WATER CLOSE wAiF.3 CLOSET. TA.Nx OPERATED (4)y VALVE OPERZTED (Q) BAT'dTUB/SHOS+'ER (2) URINAL UAL: L:? ( •) SHOWER GROUP PER HF—kD (3) FlOOR DRA::1 (1) c-� SHCWE3 5 TALL DOMESTIC r�('_) �_LAUND RY T .-.Y (3) 2-- L LAVATORY (1) L C0jh3'_NA T_0N S `;K Q12 _R;" (S) �j WA.SHiNG hACHINE (3) POT, SCULLERY S:NK (�) !� DISi3L�ASFiEZ (2) WASH SINK EACs? SET 0 � / FaucETs (�) YITCHEt SINK (2) �f DENTAL LAVATORY (1) -LITCHEY SIKK WITH SJA5TE j DE.1TAL UNI:' OR CUSPIDOR (1) GRINtD EI (3) BIDE,•, URINAL STALL, WASHOUT' (G) P?USHING ISH SINK (8) COt-*.BINATT_ON SIN:{ AND TRAY WITH FOOD DISPOS. (4) 'URINAL, MESIAL, SY?HCN JET DRINKING FOUN':ALN (1/2) BLOWOUT (2) LAVA-40KY, BARBER/BEAUTY ICE N.AKER (1/2) 1 SHOP (2) SURGFONS SINK (3) LAVATORY, SURGEONS (_) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXiVRE UNITS S $20.00 EACIi $ i 70.00 .JOB IAFOR2'.ATION ,)- 3 UJ:IUH I-HUM: d4(-5845 PROPERTY DESCRIPTION LO t # Block Section # zonin'31 Subdivision: OC-a4brA CS12Gj*Zf_ Street Name DESCRIPTION OF womK or Address. fes.f N1_ o (I f in a FLOOD HAZARD Flood Zone: X rea complete page 3) Brief Description :S%N(LrLr'_ Fl y Class of Work: (New/ Ramodel/Addition: ZCNXNG 1NFO1M2'10X Type of Construction: A*-%— (70UMEr- Zoning Proposed District: Use estimated Value OOCD Exceptions or variances Materials:_` 70c-cc, 'r C_E=q2, Granted: Solid o Fille Ground: L4c%.,._ Roof: Method of Heating: A%iz-TQ-At?_ I A(z-A-r f;ump Ok'M INFORMATION Property Owner: c-_U(z:T%S. Phone: 249-57-3,G Mailing Address- P.Q, axi.A as!-iws A-7L11rATt<_ &EAC-A, (%co,4%r,>N zip: CONTRACTOR INFORMATION Contractor* L%'4A0kj"�' �rzoez. Phone;- -04L-S4c)Q Mailing Address: —zip: 3-zxao Lj Expiration STATE LICENSE NO: Date: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, W)MTMER SPECIFIED HEREIN OR NOT. THE GRANTING Ot A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION Or THE PROPERTY. I UNDERSTAND THAT ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT THAT THE PLANS AND SUPPORTING DATA HAVE BE: SHALL SE PROVIDED AS REQUIRED. Cd DATE Owner signature— 40r_4__ _C IG OF T r T Contractor Signature DAT A r SWORN TO AND SUBSCRIBED BEFORE ME BY THIS OF 7=70LIM' GLORY RYMELISSAANMLIKN')' Y PUB rIC LO"' Rp. LO My 'C MYCOMMISSION#CC 773834 dc; e *Ck CC RES e b 2002 I� September 8 1 A XP ru P sure a gan Si.so"ra - September 8, i7z WIRES Bonded Thru Pichard Insurance Agency n c%_V<,L n r_ 'St. _N ded I c-v'UcA 'SkA�fn it-, C"y-Na skopts �7ct-31-00 02 :42P AURORA CUSTOM HOMES 1 904 246 1599 P.02 STATE OF FLORIDA 5l "fp ')EPART.4'-NT OF USIN1 SS AND PROFESSIONAL REGULATION CONST INDUSTRY LICENSING BOARD (904) 727-6530 7960 ARLINC,TDN -XPRESSWAY S TF 300 JACKSONVILLE- FL 32211-7467 L'NAHENr MICHAEL K AURORA CUSTOM H04ES INC P 0 BOX 329 PNTF VDRA `ACN FL 32004 STATE OF FLORIDA r _ _ AC# 59321 33 EPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION C8 —0029118 08/04/2000 00900351 CERTIFIED BUILDING CONTRACTOR LENAHEN• MICHAEL K AURORA CUSTOM HOMES INC IS CERTIFIED under the Provisions of Gh 489 FS. Expiration Dale. AUG 319 2002 _ DETACH HERE - ,�.. .. .. ... .. - ,.. ..M. .. - .. .o .. .. _ .. .. _ _.� - ... .� ... w. _,. ,. - -- -- k .� .. .. .. � . .. � . AC# 59- 32833' STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONST INDUSTRY LICENSING SOARO LICENSE _-- 06jA4j2000 00900351 CO 76029118 The BUILDING CCEOONTRACO� UWW the prorbwd below isibas o�L'Itop�or 4 g g FS. Etpiratioo date: AUG 31-t 2002 L.t=NAHEN MICHAEL K AURORACUSTOS+! HOMFS INC P O BOX 329 PNTF VTIRA BCH FL 32004 JEB BUSH CYNTHIA A. HENDERSON GOVERNOR DISPLAY AS REOUIRED BY LAW SECRETARY Oct131-00 02 :43P AURORA CUSTOM HOMES 1 904 246 1599 P.04 2000-2001 OCCUPATIONAL LICENSE TAX LYNW OOD ROBERTS OFFICE OF THE TAX COLLECTOR CITY OF JACKSONVILLE and/or COUNTY OF DUVAL, FLORIDA 231 EAST FORSYTH STREET ROOM 130, JACKSONVILLE, FL 32202 PHONE: 49041630-2080 FAX: (9041630-1432 Note - A penalty is imposed for failure to keep this license exhibited conspicuously at gout establishment or place of business. This license is furnished in pursuance of chapter 770.772 City ordinance codes. AURORA CUSTOM HOMES, INC 09 MICHAEL K LENAHEN PO BOX 329 PONTE VEPRA BEACH, FL 32004 ACCOUNT NUMBER: 107240-0000-0 LOCATION ADDRESS: 366 OSCEOLA AV 32250 DESCRIPTION: CONTRACTOR, ALL TYPES County License Code: 770.307-001 County Tax: $11 .25 Municipal License Code: N/A Municipal Tax: N/A Total Tax Paid: $11 .25 VALID FROM OCTOBER 1 , 2000 TO SEPTEMBER 30, 2001 RCPT #: 001TOO8257 DATE: 9/22/2000 AMT: $11 .25 ATTENTION 'The Following Construction Contractors Require Additional Licensure""" ALARM POOL ALUMINUM/VINYL RESIDENTIAL BUILDING ROOFING ELECTRICAL SHEET METAL SOLAR MECHANICAL PLUMBING IRRIGATION GENERAL CARPENTRY WATER TREATMENT UNDERGROUND UTILITY HEATING AIR CONDITIONING REFRIGERATION This is an occupational license tax only. It does not permit the licensee to violate any existing regulatory or zoning taws of the County or City. Nor does it exempt the licensee from any other license or permit required by law- This is not a cettification of the iicensea's qualification. TAX COLLECTOR THIS BECOMES A RECEIPT AFTER VALIDATION ' Oct 31-00 02 :42P AURORA CUSTOM HOMES 1 904 246 1599 P.03 .� w w cirrr i m r'1VLmLt) CERTIFICATE OF LIABILITY INSURANC%; 1 DATO iNwo5Dn0Y)0 em THE CMIFKATIK 15 IUMID AS A UATTIR OF N+tF~ ONLY AND CONFERS NO ROHT9 UPON THE CORTIPICATE OR 449 ttSouth*Uwm Os4snivd., 1 1 fL ALTER T COVUVtRRAAIK A"OR040 BY NOT 00AMMMRS 4ELOW. 4491 iossthaide Blvd., 101 Jacksonville rL 32216 rhoae 1 904-643-3404 !Pass:904-645-3903 INSURERS AFFORDN Q COVERAGE WSURER e: HAWrO>RD IN$. co. INSURRR c 6Ww1,PLc%W R!'I.xc�cts 32092 PleuReR a wswetR COVERA095 THE POLICIES OF INSVPAXM UETEO BELOW"XVI9EEH OWED TO TTIE IMSUM%QM Asm FOR TN*POLICY PERIOD"DIC-TSO.kOTWir%%TANDwOb ANY RSOUa1EM[N.WAI M OR CONDITON OP ANY CONTRACT OR OTHER OOCVMINT WrrM RESPEOT TO V MICN THIe OCWWKAYS MAY et I99M OR MAY MTA K THE VMft WOS AFFORO ID Sr TME POUCIES VISCRIND HEREIN 15 SUEJECT TO ALL TIt TVW9,EXCLUSIMG ANO CONDITIONS OF#Vcm POUCIER.A0811115GATE IAKM SHOWN MAY MANE SElE'I REOUCm VY MIO CLAIMS TYPSOP INWRANCF VOLW Nunnat %rTv,.%IWLNETS OMMULSANLM I i mmOUVNI&SICE 0500000 A x COMMERCIM OMPALL"&rTY I BCP 31349252 04/24/00 04/24/01 POND (A"emf-) :90000 cww MND* L.:J OCCUR{ � MSO EXP(AIRF ant PMMA) S 10000 X 230 Ded DID Liab {{� PERSONAIaAOIIIMJURV s 500000 CENERALACWOQATE :1000000 OEM L AGOREGATS UM#T APPLIES PER. PRODum-COWW AGO S 100000 0 •atcr F7 Mtw NT Nil AW Auro UT LlAS41TY rE.oOMewea.was.+RINGLE LIMIT A g s 300,000 ALL OWNW AUTOS RODiLY INJURY � SCNEOULEO A NOS (Par I ww) xw M,mmAUTUR SC! 31349232 04/24/00 04/24/01 EOOILYWURY X NOk4YTw0 AUTOS (►w taeekvlt) _ PRO P* oAlwwE • OANM LWA LM AUTO ONLY•EA ACCIDENT It ANY AUTO i OTHER THAN GA ACC S AUTO ONLY: AM S EIICESSUASILITY SACHOCCURRENCE S_ OCCUR CLAIMS MAGE AaOREOArE IT f oEbucTeLe � s RVENTIOk 6 S woR1WAS OGMPwEAT10N AND x !! arERrrLVIRILM 3E VW IV 1012 04/24/00 04/24/01 E.L.SACNACCIDENT 6100000 _ i �E.L olsEAa-eAeMPLorse E 100000 E.L.DISEASE-POLKY LIMRLIMIT 6500000 i7 i oeeDRr MOCAT Lus#ONt tHaole raowelDN fax to: 912-634-1105 AUG 15 288 8Y"r`I°2"�► crim'IG m HOLDER 1t AWITIONRL MWAID:WSWIR LE»ER: CANCELLATION S METS 1 sNMI.D ANY OF TN mom ass"wo Foix"RE cwca m SSPoRE THE eam DATE T►tww.TRE wifta SNs1PAERvem,EH1,"VDsTO W& 10 08YSwarmil Sun Trust sank NOTICE TO T"OCRTIPdATE WXORR NAWD TO hta IS",evT FA"M Tip 00&0 SMALL 16266 !'s:edasioa Road2Call IYPa"Noon IOAT►ON Olt tJARitiTY OF JWY ON0 UPM TMr aftnR RS aumn OR 15 At. iiwen Island Gh 31322 "n'aE ° 06t **ratio. Axrywsmith ACORD m 471 9ACORD CORPOINATKIN IM Y e4 1-2 (7 44 o 1,7 Ple-i 'A C"A (41 1-11(X)-Ad- (I .41h(! trh ci 0 6 7 8 q to -L!�_ 21.1 ma Q 5 /I,-) 2q.f i2 M rG3 53 X52 1;c 20.0 23.5 231 21 f Zl.q 'ZI.1 17 15.4 1sg 'SL 155 rS I Z3 23 1 ZZ 1q.4 0 y171 166 16.7 1 Z5 I 2q 2AI-0 27 s 173 17-y 17.1 17.0 1711 175 17-41 1,71 ,ZO.< 241,3 21 I 2a 1 22,48 17. 14.7 16 g t7.o 17 Z #75 IlL 17-0 16.7 .� 17.0 26-1 22.4 Z(, 2q 251 12.1t 17.1 1741 All 173 171 16.6 Z2-2 2(141 26.Af 25S 27.f 2c.9 Z�4.S 21'r. i I I (1.1 15� JAI S A< I�,j 74 Z5.2 27$ 2644 154 it; 1;-1 (54 2713r`.1 15.1 251 - 24,5 2*-7 zig 2,05 ICS #fq 17.5 1511 ILO 16.7 /6.1 27 27-0 261 27-4 A 4 *S -Z Z.1, zVe 20.2 17.p 1Gt 07). 11.0 210 26.8 2t. 41, Z(..t 74.t U.1 21 1 - - , - 178 le IIS(ld 167 64 1641 U-1 so 1�4,w CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address :3 �C l4 n/ ,3n cfE z 1 CT- Date /0 - /-9'-COO Heated Square Footage @ $ per sq ft = $ Garage/Shed _��@ $ per sq ft = $ IV- Carport/Porch Carport/Porch ^@ $ Per sq ft = $ V1 Deck _@ $ per sq ft = $ Patio �� @ $ per sq ft = $ TOTAL VALUATION : $ 419000 000 ToTtq Valuation 1st $ �~ f�0 Remaining Value $j . per thousand or portion thereof R TOTAL BUILDING FEE $ U + 1/2 Filing Fee $ kfZZ_S"V l- CE ( ) Fireplaces @ $15 . 00 $ —0 �T - BUILDING PERMIT FEE �OrI WATER IMPACT FEE $ /2 SEWER IMPACT FEE $ 2.f().C) 0 -' t (� WATER METER/TAP $ .A;FS�:a o 13 rr K C 1 CAPITAL IMPROVEMENT $ 3 J U !/ 4t�SEWER TAP fMP' RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ Iri G" HYDRAULIC SHARES $ j rY� CROSS CONNECTION $� 3 S�-.a C) SURCHARGE . 0050 I` OTHER $ Y� GRAND TOTAL DUE $ �� . 9k ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : WATER IMPACT FEE WORK SHEET ADDRESS: Jn � ' t.�d ,fir" r!' f f 4r- DRAINAGE rDRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 Bathroom group.consisting of water closet, lavatory, bidet, and bathtub or shower 6 Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fountain 1/2 Floor drains 2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or 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 orrivate 4 Water closet, private installation 4 t Water closet, public installation 6 TOTAL NUMBER OF UNITS = MULTIPLIED x 20 TOTAL$ Z-0 ! DEPARTMENT OF Rt SII nINr, I j 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 j i't�KMi T -NFOL-FOLA__ ON - -- - - --- ppr.�..*u...,...e. LICATOht iLIFORMA�'lt)N -J Permit Type: ICR T iE Gass of Work: INCREASE ! � s,IPA: TLANTIC__BEACH_,:,FL 32r2 33 Y: j -� Proposed Use: SINGLE FAMILY I Square Feet.- ue: Lot(s):8 Block: SecteQSection:lC3sls.rdL }^c:STAaa s-s rc��ae Est Val j I Parcels:eNume_�.ber. Improv. Cost: Date Issued: 1/12/2001 NVVT !LK,HNFORMAII ION ame: FORD, CUR Total Fees- i � �nn i . .-. _ _ 21rs9 E.CEA B�:EEZE C0URT j Amount Paid: 1,755.00 ATLANTIC BEACH, FL 32233 i —a-- i�aie�, ��;?!20^1 - - 0U0_ -- A�' Desc: !ID Qh 1C cC7nu tf rAIt Fra .�:.. - —_ vvj_%T CONT �, r`{ SI= � i P�IfitLFiS %A-1n�5, vL4Le -5-70N N EES vvFT ES METERITAP -p005 0-0 ... f CAPITAL 1111APROVE. r Si .OB j I I I 1 { j j FINAL i j i r I ! i t a T I .F-INRPPr`Ti~:Z RAI IQ Qe aen,,reTc A T A n,- Cc_ _.•• ••••••,• �.� F,�sxvL__a L_LI r,s LEAST 24 rju-L. .:,IpRi 1R TO 1-N'SPE C I IO N s BUILDING MATERIAL- RUBBISH AMIE!DEBRI.Q �Rr;nA THIS WOK K RAI Io-r w,r,T M) A„�. i •+ . 0 9%ere%1%a! 611%1 S Q� s'�::CL'IN PUBLIC SP=ICE,ANWID MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAIN CAN RESULT IN THE PROPERTY OWNER P AYiNG TWICE FOR BUILDING !MPROVEMENTS" _ I 'ISSUED ACCORF:Ir v TO APP` PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF 14W. I j j Operator: AWElt ktt: L/16/11 a limiPti N 7 j ATLAIv iC BEACH RLJILDINC�._ Total Pa I CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 2389 OCEAN BREEZE COURT Owner: FORD, CURTIS ATLANTIC BEACH, FL 32233 2389 OCEAN BREEZE COURT ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 20892 Date: 1/30/2002 DON C. FORb, C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 2389 OCEAN BREEZE COURT Owner: FORD, CURTIS ATLANTIC BEACH, FL 32233 2389 OCEAN BREEZE COURT ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 20892 Date: 1/30/2002 LC) 4" DON C. FORD, C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 2389 OCEAN BREEZE COURT Owner: FORD, CURTIS ATLANTIC BEACH, FL 32233 2389 OCEAN BREEZE COURT ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 20892 Date: 1/30/2002 DON C. FORb, C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 2389OCEAN BREEZE COURT Owner: FORD, CURTIS ATLANTIC BEACH, FL 32233 2389 OCEAN BREEZE COURT ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 20892 Date: 1/30/2002 DON C. FORD, C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 �` �,M 1 ! '�C d R` ffk w's r .+ �+.0 t! i e A:,PER �T.INFO. MATION.. ° ,. t, b. r ,- E. .LOGA'�IbN'tNFORIVfAMI ..g. Permit Number: 20892 Address: 2389 OCEAN BREEZE COURT Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 46 Proposed Use: SINGLE FAMILY Lot(s):8 Block: Section: Square Feet: Subdivision: OCEAN BREEZE Est. Value: Parcel Number: Improv. Cost: 495 000.00 Date Issued: 10/31/2000 Name: FORD, CURTIS Total Fees: 5,156.98 Address: 2389 OCEAN BREEZE COURT Amount Paid: 5,156.98 ATLANTIC BEACH, FL 32233 Date Paid: 10/31/2000 Phone: (000)000-0000 Work Desc: CONSTRUCT NEW HOME PER PLANS HSF 1224 SCHG 3671 SEEK— AURORA CUSTOM HOMES, INC. PERMIT 2,467.50 WATER IMPACT FEE970.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 85.00 RADON GAS-H.R.S. 5.81 RADON CAB 5% 0.31 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 16.52 SCHARGE/ATL.BCH. 1.84 TREE BARRICADES FOOTING SLAB" COVER UP FRAMING FINAL BUILDING CERTIF/OCCUPANCY INSULATION NOTICE INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. L--ALA IC BEACH BUILDING DE BUILDING, PLANNING AND ZONING INSPECTION DE. CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUP4NCY WORKSHEET Date Requested: Building Contractor: Building Permit Number: Address : 2 � Legal Description Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be readv for occupancy as Lowest Floor Elevation : required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWfNG MUST BE COMPLETE DEPARTMENT DATE N IF ED DATE APPROVED BY Fire Public Works L0� P_anr.i ng D a- &wilding 6 - 02- ��//11''�� __�� //C��ITY��O//F TY+l�IrK4LC /3eaa.t- Office of Building tcia REQUEST FOR SP TION Date V / Permit Time A.M. Received P.M. 2 t Job Addr s cality Owner's e Name Contra c r BUILDING CON ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring Ci Rough E Air on . Re Roofing Ci Slab ❑ Temp Pole ❑ Top Out [71 Heating Insulation C, Lintel ❑ Final Cl Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION ry ^ A-'C r"�'r�A.M. Mon. Tues. Wed. Thu s. Friday P.M. Inspection Mader d Inspector • �-,� t K Q 5 Final Inspection ❑ 1091C ba —IV? r a'v—Ar-l( -l( �� Certificate of Occupancy ❑ 46O w f-) ( tom- s"-�s 'N� Date CITY OF //��__,,�� fV�(� Be -&V&s�l4 ~� Office of Building Official REQUEST FOR INSPECTION Date t t - `-4� Permit No. � r Time — A.M. Received .✓ /�-1' P.M. Job Addre Locality Owner's Name _ V t �c C. _Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring D Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues i Thurs. Friday PM. Inspection Made Inspector Final Inspection ❑ Certificatpff Occupancy 11�.-�j,/'�: ) Date T —6v r of �6 w CITY OF 4&4^ C 3e4CA-IWA6 Office of Building Official REQUEST FOR INSPECTION j(� /' Date �(J' f� 0/ Permit No. V Time A.M. Received P.M. Job A ess a' Owner's Name i Contractor BUILDING �fONCRETE ELECTRICAL PLUMBING MECHANICAL Framing L7 ❑ Rough Wiring G Rough ❑ Air Cond, & ❑ Re Roofing ❑ �--�stab-�, ❑ Temp Pole ❑ Top Out ❑ Heating Insulatio -C—' in ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. W Thurs. Friday P.M. A. Inspection Made Inspector Final Inspection ❑ Certificate Occcy 17) Date Y CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMITIUFfJRIIiIATMON LOGATtQN INFt3RMATION Permit Number: 23138 Address: 2389 OCEAN BREEZE COURT Permit Type: IRRIGATION/SPRINKLER ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 46 Proposed Use: SINGLE FAMILY Lot(s):8 Block: Section: Square Feet: Subdivision: OCEAN BREEZE Est. Value: Parcel Number: Improv. Cost: O E 111FORI{AAfiION a Date Issued: 12/10/2001 Name: FORD, CURTIS Total Fees: 25.00 Address: 2389 OCEAN BREEZE COURT Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 12/10/2001 ! e: (000)000-0000 - Work Desc: SPRINKLER SY TE ,#eIL •. _ --; CQ1VT1 TE3R w IOATION"FEES i ,AMERICAN WELL& IRRIGATIO NC 25.00 as m r X yr ;� fi L t lF t =5. �Z •x CG.-g y. C. �,�„ � �Y.,. �s','"'iP it ".. ._ .. NOTICE Nv . ECT 3 I QiJE �'Et} � O{ R TO IN ECTION BUILDING MATERIAL > " Ft8E3#S#4J A1I $R#S"FROM"THIS 1IVORlC iNUST NOT B #.ACEQ IN BLIC SPACE,AND MUST BE CLEARED UP Q HUkED.._ iY.BY EIT # QITCACTOR O "FAILURE TO COMPLY PROPERTY OWNER PAYI R R LT IN THE ISSUED ACCORDING TO APPROVED P IT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS Uf C L :25.88 14 ATLANTIC BEACH BUILDING DEPT. Date: 12/11/81 81 Receipt: 8817593 CHECKS 7224 CITY OF ATLANTIC BEACH APPLICATION FOR PLUIMBING PERMIT JOB LOCATION: CL(n Y 1 1�rec_�z a OWNER OF PROPERTY: LLES TELEPHONE NO. PLUMBING CONTRACTOR '- n art OJ7� CONTRACTOR' S ADDRESS : 49 Ais ( CO- STATE . LICENSE NUMBER: IlLp TELEPHONE: 2�p_5Lfuc) HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER (S�l?�K� I�UL�SfP lJ 3 TOTAL FIXTURES: x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CCNTRACTORi�_V_ .&V, ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 //��jj//� _��,� //CITY O//F fYNAG�/ ,&c /3P.acA-I& Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received _—PM� Job Address f Owner's Name Contrac r BU CO CRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab REA INSPECTION .� /4_ Mon. Tues. Wed. Thurs. Friday . c #0 i .k A. Inspection Made C/_ PM. Inspector Final Inspection 0 x ertifi upancy A p Date 2--^ —ZY L� Y OF Office of Building Official REQUEST FOR INSPECTIONS-;ZE)/F75— Date��"`/ Permit No.,6 F 00 C/,;� Time �3- U A.M. Received �P �y3 RiEEZC ( ,dart Job Address Locality Owner's L ,Q Name / C'T� _Contractor L u rd r a u,,3� L1/22-fS BUILDIN CONCRETE RI ACLS MECHANICA Framing ❑ Footing ❑ Rough Wiring ❑ ❑ Air Cond. & C] Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Fid 3Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made Inspector— _ / p Certificate of Occupanc .J (I J? 0 <�G'�P/ t ) Date CITY OF ��i�t�tic SeacC - jl�Cr�ur!a 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 — "- TELEPHONE (904) 247-5800 �^ FAX (904) 247-5805 st l SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS 3 /&'r 2 8 Z a ch Eq 14 go Please call me at 904-247-5826 if you have any questions. Sincerely, 1 ATLANTIC BEACH BUILDING DEPARTMENT CITY OF No. 35302 ATLANTIC BEACH When Validated, This FLORIDA Becomes an Official Receipt. January 29 20 02 NAME Curti6 Ford ADDRESS 2383 Ocean Breeze Court CITY Atlantic Beach, Ft 32233 Addendum to Permit #ZO892 adding 676 sq.ft.in attic space $ 255.00 Addition of Water impact for added bathroom 1.0.00 W 375.G0 SAIF !�N 2 9 ,,Pno? CK#2 a-j r 11 A m r SM.89 14 CHECKS e: 1/29/92 91 Receipt: 9038718 cif 09189903221908 CrrY OFATLANTIC BEACH 800 SEMINOLE ROAD cc ATLANTIC BEACH,FLORIDA 32233-5445 'rCT T7T UfNXTE. /AAA\nA' COM ` FAX:(904)247-5805 SUNCOM:852-5800 . . http://ci.atlantic-beach.fl.us �J1 is) Thursday, January 24, 2002 Aurora Custom Homes Inc. P.O. Box 329 Ponte Vedra Beach,Fl. 32004 Subject: Final documentation/fees for 2389 Ocean Breeze Court Dear Mr. Lenahen, The final inspection of the house at 2389 Ocean Breeze Court has been completed. The following items need to be furnished to the Building Department before the Certificate of Occupancy will be issued: ➢ Final survey showing the finished floor elevation for the ground floor living area. ➢ Additional permit fee of$255.00 for approximately 676 sq.ft. Area in attic space that has been converted to living area. ➢ Additional impact fee of$120.00 for added bathroom in attic area. ➢ Tree mitigation for two trees removed that was not included in the original tree permit. The required inches to be mitigated are 12inches of oak and 6inches of bay. Mitigation can be by payment into the Tree Conservation Fund at$117.00 per inch of tree removed or by planting trees of the same number of inches removed. Minimum tree size allowed to be planted for onsite mitigation is four inch caliper or greater for oaks. Other trees must be two inch caliper and a minimum of ten feet in overall height. Please contact me at 247-5826 or by E-Mail at dfard@ci.atlantic-beach.tl.us if you have any questions. O Don C. Ford G O Building Official Cc: Curtis& Dwinelle Ford File Member Calculations Report True House,Inc. 10411 Alta Drive Jacksonville FL 32226 ^^ (904)757-7500 (904)757-7336 Level Name: Floorl Status: Plotted Application: Floor Non-Residential: No 13' 7 1/2" Design Date:9/18/0011:10:16 ANI Report Date:9/26/00 9:22:07 AM Obiect:Flush Beam#13 General: Product: 3 1/2"x 16"2.0E Parallam PSL Plies: 1 Deflection Criteria: Standard,Live Load L/360,Total Load L/240 Member Weight(plf)per ply: 17.5 Design Value Control Value Result Moment (Ft-lbs) 4223 34955 Passed Shear (lbs.) 1010 10827 Passed Live Load Deflection (") .051' .45" Passed Total Load Deflection (") .07" .67" Passed Reaction (lbs.) 1322 5600 Passed Bearings: Bearing Location Input Length Required Length 1 Flush Beam# 151 0 0 0 2 Wall# 9 13'7 1/2" 4" 4" Reactions: Assumed Member Weight(plf): 14 Location Dead Load Live Load Total Load Uplift 1 (lbs.) 0 383 855 1239 0 2(lbs.) IT S" 383 915 1297 0 Loads: -Load Location Live Dead Type Distributed(plf) 0 to 13'3 1/2" 40 to 40 15 to 15 Floor Distributed(plf) 13'3 1/2"to 13'7 1/2" 80 to 80 30 to 30 Floor Distributed(plf) 0 to Yl 1 1/2" 84.6 to 84.6 31.7 to 31.7 Floor Distributed(plf) Yl 1 1/2"to 13'3 1/2" 90.4 to 90.4 24.5 to 24.5 Floor Distributed(plf) 3'11 1/2"to 13'3 1/2" -25 to-25 0 to 0 Floor Hangers• 1 T:THO17160-2 No Web Stiffeners Requir Member:6- l OD Face:6- 16D Top:4-16D LVL,LSL or PSL Skew:N 0 Slope: 0 Top Flange: 0 Notes: Design Methodology: ASD Only positive(downward acting)loads are detailed in the diagram above. Hanger Note:Bearing# 1 (1)Indicates non-stocked hanger TJ-Xpert 6.03 (#660)A Page 1 1167fl.JOB De;fgn Date:9/18/0011:10:16 AM Report Date:9/26/00 9:22:07 ANI ROPORTANT! The analysis presented above is output from software developed by Trus Joist MacMillan(TJM). Allowable product values shown are in accordance with current TJM materials and code accepted design values. The specific product application,input design loads and stated dimensions have been provided by others,have not been checked for conformance with the design drawings of the building,and have not been reviewed by TJM Engineering. TJ-Xpert 6.03 (#660)A Page 2 1167fl.10B Member Calculations Report True House,Inc. 10411 Alta Drive Jacksonville FL 32226 (904)757-7500 (904)757-7336 Level Name: Floorl Status: Plotted Application: Floor Non-Residential: No 12' 75/8° Design Date:9/18/0011:10:16 AM Report Date:9/26/00 9:22:32 AM Obiect: Flush Beam#151 General: Product: 3 1/2"x 16"2.0E Parallam PSL Plies: 1 Deflection Criteria: Standard,Live Load L/360,Total Load L/240 Member Weight(plf)per ply: 17.5 Design Value Control Value Result Moment (Ft-lbs) 15057 34955 Passed Shear (lbs.) 3639 10827 Passed Live Load Deflection (") .14" .41" Passed Total Load Deflection ("} .2" .62" Passed Reaction (lbs.) 3704 3704 Passed Bearines• Bearing Location Input Length Required Length 1 Wall 710 12'7 5/8" 2 5/8" 2 5/8" 2 Wali# 149 0 4" 4" Reactions: Assumed Member Weight(plf): 14 Location Dead Load Live Load Total Load Uplitt 1 (lbs.) 12'6 1/2" 1062 2620 3682 0 2(lbs.) 2 1/2" 1402 3638 5040 0 Loads: Load Location Live Dead Type Distributed(plf) 8'5"to 12'7 5/8" 40 to 40 15 to 15 Floor Distributed(plf) T to 9'5" 240.8 to 240.8 71.2 to 71.2 Floor Distributed(plf) 2'to 8'5" -50.9 to-50.9 0 to 0 Floor Distributed(plf) 4"to 2' 270.4 to 270.4 101.4 to 101.4 Floor Distributed(plf) 0 to 4" 270.4 to 270.4 101.4 to 101.4 Floor Distributed(plf) 2'to 8'5" 295.4 to 295.4 110.8 to 110.8 Floor Distributed(plf) 4"to 2' 295.4 to 295.4 110.8 to 110.8 Floor Distributed(plf) 0 to 4" 295.4 to 295.4 110.8 to 110.8 Floor Distributed(plf) 815"to 10'5't 295.4 to 295.4 110.8 to 110.8 Floor Concentrated(lbs.) 8'51' 855 383 Floor Concentrated(lbs.) 8'511 -83 0 Floor Notes: Design Methodology: ASD Only positive(downward acting)loads are detailed in the diagram above. TJ-Xpert 6.03 (#660)A Page 1 1167fl.JOB D sign Date:9/18/0011:10:16 ANI Report Date:9/26/00 9:22:32 ANI r RvTORTANT! The analysis presented above is output from software developed by Trus Joist MacMillan(TJM). Allowable product values shown are in accordance with current TJM materials and code accepted design values. The specific product application,input design loads and stated dimensions have been provided by others,have not been checked for conformance with the design drawings of the building,and have not been reviewed by TJM Engineering. TJ Xpert 6.03 (#660)A Page 2 1167fl.JOB Member Calculations Report True House,Inc. 10411 Alta Drive Jacksonville FL 32226 (904)757-7500 3 (904)757-7336 Level Name: Floor2 Status: Plotted Application: Floor Non-Residential: No 551 711 •� Design Date:912010011:59:10 A 1 Report Date:9/26/00 9:24:40 All Obiect:Flush Beam#17 General: Product: 3 1/2"x 16"2.0E Parallam PSL Plies: 1 Deflection Criteria: Standard,Live Load L/360,Total Load L/240 Member Weight(plf)per ply: 17.5 Design Value Control Value Result Moment (Ft-lbs) 2741 34955 Passed Shear (lbs.) 928 10827 Passed Live Load Deflection (") .01" .18" Passed Total Load Deflection (") .01" .26" Passed Reaction (lbs.) 2209 4900 Passed Bearings: Bearing Location Input Length Required Length 1 Wall#9 5171 3 1/2" 3 1/2" 2 Wall# 15 0 3 1/2" 3 1/2" 3 Wall# 16 0 3 1/2" 3 1/2" Reactions: Assumed Member Weight(plf): 14 Location Dead Load Live Load Total Load Uplift 1 (lbs.) 5151, 612 1529 2141 0 2(lbs.) 13/4" 314 785 1100 0 3(lbs.) 13/4" 314 785 1100 0 Loads: Load Location Live Dead Type Distributed(plf) 0 to 3 1/2" 0 to 0 0 to 0 Floor Distributed(plf) 3 1/2"to 5'3 1/2" 272.1 to 272.1 102 to 102 Floor Distributed(plf) 5'3 1/2"to 5'7" 149.2 to 149.2 55.9 to 55.9 Floor Distributed(plf) 0 to 3 1/2" 293.8 to 293.8 110.2 to 110.2 Floor Distributed(plf) 3 1/2"to 5'3 1/2" 293.8 to 293.8 110.2 to 110.2 Floor Notes: Design Methodology: ASD Only positive(downward acting)loads are detailed in the diagram above. TJ-Xpert 6.03 (#660)A Page 1 1167f2 JOB N Design Date:9/20/0011:59:10 AM Report Date:9/26/00 9.24.40 AM WORTANT! The analysis presented above is output from software developed by Trus Joist MacMillan(TJM). Allowable product values shown are in accordance with current TJM materials and code accepted design values. The specific product application,input design loads and stated dimensions have been provided by others,have not been checked for conformance with the design drawings of the building,and have not been reviewed by TJM Engineering, TJ Xpert 6.03 (#660)A Page 2 1167f2.JOB Member Calculations Report True House, Inc. 10411 Alta Drive Jacksonville FL 32226 _ (904)757-7500 (904)757-7336 Level Name: Atticl Status: Plotted Application: Floor Non-Residential: No Design Date:9/18/0011:35:29 AiTNI Report Date:9/26/00 9:27:10 AM Obiect: Flush Beam#37 General: Product: 3 1/2"x 16"2.0E Parallam PSL Plies: 1 Deflection Criteria: Standard,Live Load L/360,Total Load L/240 Member Weight(plf)per ply: 17.5 Design Value Control Value Result Moment (Ft-lbs) 5259 34955 Passed Shear (lbs.) 1527 10827 Passed Live Load Deflection (") .03" .32" Passed Total Load Deflection (") .05" .48" Passed Reaction (lbs.) 2252 7875 Passed Bearings• Bearing Location Input Length Required Length 1 Wall#7 10'4" 9" 9" 2 Column By Others# 31 0 3" 3" Reactions: Assumed Member Weight(plf): 14 Location Dead Load Live Load Total Load Uplift 1 (lbs.) 9'8 1/2" 727 1736 2462 0 2(lbs.) 1 1/2" 660 1575 2235 0 Loads: Load Location Live Dead Type Distributed(plf) 0 to 10'4" 320.4 to 320.4 120.2 to 120.2 Floor Notes: Design Methodology: ASD EvfPORTANT! The analysis presented above is output from software developed by Trus Joist MacMillan(TJM). Allowable product values shown are in accordance with current TJM materials and code accepted design values. The specific product application,input design loads and stated dimensions have been provided by others,have not been checked for conformance with the design drawings of the building,and have not been reviewed by TJM Engineering. TJ-Ypert 6.03 (#660)A Page 1 11670 JOB Job russ russ 1 ype Qty y 0001167 CJO1 ROOF TRUSS 4 1 (optional) I RUE TRUSS 11 4C.,JACKSONVILLIz I'L. 32226 .200 s Feb 14 2100 MiTekn u ries,Inc. Tue Sep age •2.9-15 0-0.0 4-0-15 7.0.14 2-5-15 4-0.15 2-11-IS SSW•1:18.5 4 3x4 2.83 12 3 7 W2 T1 2 314= 5 a d 1 6 9 3.4= 1.3 II 5 1.41 F12 60-13 2.9.15 7-0-14 0.60 4-615 7.614 2-9-15 40.15 2-11-15 LOADING (psi) SPACING 2-0-0 CSI )EFL in (10c) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.16 2-6 1512 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.87 Vert(TL} 0.13 2-6 >598 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(TL) -0.01 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Udefl=240 Weight:30 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 3-7-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=67/0-3-8,4=85/Mechanical,2=644/0-3-8,5=236/Mechanical Max Horz 2=215(load case 2) Max Uplift 1=-61(load case 2),4=-127(load case 3),2=-877(load case 2),5=-216(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=28,2-3=-1064,3-7=-14,4-7=16 BOT CHORD 2-8=977,6-8=1013,6-9=986,5-9=997 WEBS 3-6=236,3-5=-995 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 50 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 ,and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joints)1,2 considers parallel to grain value using ANSIITPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 61 Ib uplift at joint 1,127 Ib uplift at joint 4, 877 Ib uplift at joint 2 and 216 Ib uplift at joint 5. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 6)Special hanger(s)or connection(s)required to support concentrated load(s)32.71b down at 4-4-12 on top chord,and 259.61b down and 601.Olb up at 1-6-12,and 47.1lb down at 4-4-12 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-2=-74.0,2-4=-54.0,2-5=-20.0 Concentrated Loads(Ib) Vert:7=-5.9 8=-259.6 9=47.1 C �' qq IFIC $Q V wt * No.4880 TE F CI ENG�t� Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans durininstall tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.52 e CtlI Rn Job cuss russ ype y y RESIDENCE 0001167 J01 ROOF TRUSS i 1 (optional) s t-eb 14 2C 00 MiTekIndustries,Inc. Tue Sep age -2.0.0 0.0-0 1-0.0 2.0-0 1.0.0 SCM••1:6.1 4.00 1 2 a T+ jb 3xl= 2.00 1 2-+-2 1-o-0 0-0-0 1.0-0 2-a0 + LOADING (PSI) SPACING 2-0-0 CSI DEFL In (IOC) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.07 1-2 >355 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight:6 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-0-0 oc bracing. REACTIONS (Ib/size) 2=131/0-3-8,2=131/0-3-8 Max Horz 2=85(load case 2) Max Uplift2=-300(load case 2) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=14 BOT CHORD 2-3=-2 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 50 it above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 It by 24 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 300 Ib uplift at joint 2. 3)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard II. CAq ,e-1 IFIL��Cq �Q• v Z No.4 3 T TE OF �ORIO G`� �ED EN Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans durin�instal tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.52b0 I�sININ Job russ NSS ype y y RtSiutNCE 0001167 J02 ROOF TRUSS 8 1 4 o tions —TRUE-TRUss INC.,JACKSONVILLE . s e MiTek nus ries,Inc. Tue Sep age -2-a0 aa0 3.0-0 2-o-0 3-0.0 SWC 1:9.4 3 4.00 12 d 2 T1 B1 y d 2.00 F12 1 3x{ 2-1-2 3-0-0 aa0 3.0.0 3-0-0 2-o-0 LOADING (Pst) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.27 1-2 >105 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS (Ib/size) 3=7/Mechanical,2=282/0-9-0,4=25/Mechanical Max Horz2=191(load case 3) Max Uplift2=-596(load case 2) Max Grav3=66(load case 2),2=2820oad case 1),4=25(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=49 BOT CHORD 2-4=3 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 50 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 ,and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joints)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 596 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard *4. CAq o. 8 TATE OF �4 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation �C/s ORIV Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200Ep ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5 %`OQ Job russ russ ype y y 0001167 J03 ROOF TRUSS 8 1 o tions TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.ZUU s l,eb 14 Z(GO MiTekn u ries,Inc. Tue 5ep age -2-o-0 24-0 0-o-0 so-a s-ao Scal.•1:13.1 3 ♦.00 F12 T1 B1 2 d ---------------- 2.00 12 1 3x4 2-1-2 6.0.0 0-o-0 5-o-0 600 2-o-o LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 VBrt(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) 0.28 1-2 >102 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Well=240 Weight:19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=88/Mechanical,2=330/0-M,4=45/Mechanical Max Horz 2=260(load case 3) Max Uplift3=-158(load case 3),2=-573(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-55 BOT CHORD 2-4=6 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 50 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 ,and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3)Bearing at joint(s)2 considers parallel to grain value using ANSIfTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 158 Ib uplift at joint 3 and 573 Ib uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard CAR 't IF C 880 STATE OF Q Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation QC's <ORIV Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 RED ENG` This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.50?,\rat Job russ cuss ype y Ply RESIDENCE 0001167 T01 ROOF TRUSS 2 2 (optional) TRUE TRUSS 11 4C.,JACKSONVILLE . 32226 4 700 s eh 14?C(710 MwTek Industries,Inc. Tue Sep age -2.0-0 a0-o 5.0.0 $+ 1 0 140 16+0 2.0.0 5.0.0 4+0 5.0-0 x•a0 scr.•1:34.e 5X5= 3 4.8 9 4 4.00 12 d 2 5 8 10 r a �a 6X6= 6z12= 5 Id 1 3X4= 2.00 12 3X4= 2.1.2 1410 2-1-2 0-0-0 5.1-8 5.2.8 1410 6.1-8 4.1.0 5-1-8 2-a0 2-0-0 Plate offsets . ge LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) 0.27 7-8 >601 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.23 7-8 >713 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(TL) -0.12 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/dell=240 Weight:116 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-2-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1206/0-9-0,5=1202/0-9-0 Max Horz 2=44(load case 2) Max Uplift2=-1488(load case 2),5=-1484(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-4403,3-9=-4214,4-9=-4214,4-5=-4384,5-6=31 BOT CHORD 2-8=4130,8-10=4208,7-10=4208,5-7=4111 WEBS 3-8=1067,3-7=6,4-7=1074 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 50 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 ,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,5 considers parallel to grain value using ANSITTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1488 Ib uplift at joint 2 and 1484 Ib uplift at joint 5. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)2-ply truss to be connected together with 10d Common(.I48"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 on center. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 on center. Webs connected as follows:2 X 4-1 row at 0-9-0 on center. 8)Special hanger(s)or connection(s)required to support concentrated load(s)164.41b down and 283.91b up at 5-0-0,and 167.51b down and 314.41b up at 7-0-12,and 164.41b down and 283.91b up at 94-0 on top chard,and 278.1 lb down and 194.81b up at 5-1-8,and 87.1lb down at 7-0-12,and 278.1lb down and 194.81b up at 9-2-4 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54.0,3-4=-54.0,4-6=-54.0,2-8=-20.0,7-8=-20.0,5-7=-20.0 Concentrated Loads(Ib) Ga V• CAA Vert:3=-164.4 4=-164.4 8=-278.1 7=-278.1 9=-167.5 10=-87.1 v` IF q� 9 8 3 STATE OF Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation s A�OR110 Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200ED ENG This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans durininstall tion. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.52 a � do W--, CCITY O/F Office of Buit�ng Official REQUEST F INSPECTION Date ~`- I Permit No. Time A.M. Received P.M. J b Address ocality r^^''''�� Owner's y Name _ (� `� ContractolG�k BUILDING CONCRETE ELECTRILALT�" LUMBING MECHANICAL -�' Framing P— FootingFill xioug nng U Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole .❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final Sewer ElFire Place ❑ jV.�f'*s�.l Pre Fab E D R INSPECTION Mon, Tues. Wed. Thurs. Friday , + A.M. Inspection Made `� P.M. Inspector _ Final Inspection ❑ Certificate of Occupancy ❑ Date �/��//� �� nnCITY-O/F /�/___� ��/� ,Q4a4c li�-"t+t4U-44 Office of Building Official REQUEST FOR INSPECTION Date--/.Z-f� t- Permit No. y " Time A.M. Received P Job Address c ty 6 Owner's '`� O O Name Contractor �- BUILDING CONC TE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. hurs. Friday P.tvl. A.M. Inspection Inspection Made / ! P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF 4&4a& BeacA-99&Ua#4 " Office of Building Official / REQUEST FOR INSPECTIO� Date " —�� Permit No. Time A.M, Received RM, 1Job d�lress Logoy Owner's (I�t Name Contracto BUILDING CONCRETE ECTRICAL P ECHANICAL Framing ❑ Footing O Rough Wiring ❑ r Cond. & O Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out C Heating Insulation ❑ Lintel ❑ Final C7 Sewer 0 Fire Place Pre Fab READY FOR INSPECTION A Mon. Tues. Wed. /0 , ��Thurs. Friday Inspection Made Inspector Final Inspection O Certificate of Occupancy Q Date /►��//-� __��._� //CITY O//F �}ll�� 4&44dw t3weA-0;&iw- .iY Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received P M Job Addre Locali Owner's Name Contractor BUILDING CONC E ELE RICAL PLUMBING MECHANICAL Framing ough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. F-7) A.M. Tues. Wed. Thurs. Friday ^^ Inspection Made 2 2 `" P.M. Inspector ^--- Final Inspection ❑ Certificate of Occupancy ❑ orf /f c�� Date ,��``� ��,�� //CITY OF //�� ,,�/_ 4&4040 l3tES aA-07&vda a Office of Building Official REQUEST FZINSPECTI— d ie A.M. seived P.M Job Address Locality ner'sLl�� ane Contractor IILDINGCONCRETE ELECTRICAL PLUMBING MECHANICAL ming ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating dation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab _- IEADY FOR INSPECTION �. } T es. Wed. Thurs. Friday nPM-D section Made pector Final Inspection ❑ Certificate of Occupancy ❑ Date Structural Calculations for Ford Residence by DERY ENGINEERING, INC. Structural Engineering Services fiEbo,VED Cr[Y OF ATLANTIC BEACH BU1'Lp1NG O ` w SEAL: c FOR PAGES 1 THRU 21 DERY ENGINEERING, INC. Project: Ford Residence Builder:Aurora Construction Number: 1092 15a WIND ANALYSIS: - Gable roof& CIP concrete walls per SBC 1997 & ACI 530-99 B := 30.0 ft Building width L 60.33-ft Building length plate_ht := 19-33-ft Top plate height pitch := 8 Roof pitch slope := pitch12 a := atan(slope) a = 33.7-deg OH side 1.33-ft Sidewall overhang OH end 1.0•ft Endwall overhang P DL := 1000-lb Unfactored vertical dead load reaction on wall in area under design. P := 3000-lb Total unfactored vertical reaction on wall in area under design. e := 4.5-in Excentricity on wall in area under design. k b=1.0 Effective length factor for wall under braced loading (should always be 1.0). k s := 1.0 Effective length factor for wall under lateral loading (should be evaluated for individual case). truss—Spa := 24-in Truss, rafter or floor joist spacing. b w := 4.0.in Bearing width on wall. DL roof 10•psf Roof deadload DL ceil 7-psf Ceiling deadload V := 110-mph Basic wind speed for a 50-year recurrence interval fc := 4500-psi Concrete compressive strength at 28 days fy := 60000•psi Yield strength of reinforcing steel A S := .31•int Area of vertical reinforcing bar. s := 12-in Spacing of vertical reinforcing bars (3 X wall thickness or 18" max per ACI 14.3.5). h := 4.0-in Gross thickness of concrete wall. Number of shear walls provided: Is := 1 ..4 rs := 1 ..4 fe := 1 ..4 re := 1 ..4 Lengths of shearwalls provided: dlis:= d2rs d3fe:= d4re • t .5 .75 t —47TT. t 7 TUTF 4. 4. • 4 4. 5. • TTTF t TTTT t • t C:\DE\PROJECTS\1092\VVindgabcipl.mcd 1 9/11/00 DERY ENGINEERING, INC. Project: Ford Residence Builder:Aurora Construction Number: 1092 fEb Coefficients for MWFRS (SBC Table 1606.213 and 1606.2C) CGP 1E. := CGP 2E. CGP 3E. CGP 4E. := CGP 1. := CGP 2. := CGP 3, := CGP 4. := .50 4 .7 5 5 .5 4 .4 5 777T . 4 -. -.75 7-5 7 CGP 5Ei := CGP 6Ei CGP 5i := CGP 6i := CGp WOE CGP LOi .55 -1.5 _ i := 1 if a!510-deg 2 if 10•deg<a520•deg .55 7T 3 if 20•deg<a530•deg .55 4 otherwise Determine the mean roof height (MRH): MRH := 30-ft+ B slope MRH = 35 ft MRH := if(MRH<15-ft,15-ft,MRH) MRH = 35 ft Determine the base wind pressure (q): 2 q := 0.00256•psf. V )2.(MRH\7q = 32-psf �TF h3�) Determine the edge strip (Z) and end zone (X): Ihd := if(B<L,B,L) Ihd = 30.0 ft Z1 := if(.1•Ihd<.4•plate_ht,.1•Ihd,.1•plate_ht) Z1 = 3 ft Z2 := if(Z1<.04•lhd,.04•lhd,Z1 ) Z2 = 3 ft Z := if(Z2<3•ft,3•ft,Z2) Z = 3 ft X := 2-Z X = 6ft C:\DE\PROJECTS\1092\Windgabcip1.mcd 2 9/11/00 DERY ENGINEERING, INC. Project: Ford Residence Builder:Aurora Construction Number: 1092 Determine the load at the top of the windward gable framing (Rtop): (for gable end bracing design) Note: Override leward coefficients if no leward gable walls gable-ht := B•slope gable-ht = 10 ft 1 gable area int B-gable_ht•1 gable-area int = 150 ft2 gable-load int q-(CGP 5i - CGP 6i -gable-area int gable-load int = 3780-Ib load centroid int := gable ht.1 load-centroid int = 3 ft Additional load from edge stip edge_ht := Z•slope edge_ht = 2 ft gable area edge Z•edge_ht.12 gable-area edge = 3 f? gable-load edge q.[ (CGp 5Ei - CGP 6Ei� - `CGP 5i - CGP 6iJ -gable-area edge gable-load edge = 38 Ib load-centroid edge •= edge_ht.1 load-centroid edge = 1 ft � load_centroid inti /load_centroid edge R top := gable load int'i gable-ht + gable_ edge'' gable_ht ) R top = 1263 Ib AF walls up gable ends C:\DE\PROJECTS\1092\Windgabcipl.mcd 3 9/11/00 DERY ENGINEERING, INC. Project: Ford Residence Builder:Aurora Construction 19& Number: 1092 Determine the truss or rafter uplift loads: The vertical(10 and horizontal(H) loads are: VWO := q•CGp WOi'OH side Windward overhang vertical load VWO = -63-plf B Windward roof vertical load VWR = 47*plf VWR := q•CGp 2Ei'- VLR := q•CGp 3EiB Leeward roof vertical load VLR = -378 oplf VLO := q•CGp LOi•OH side Leeward overhang vertical load VLO = -34-pif HWO := q•CGp WOi•OH side•slope Windward overhang horizontal load HWO = -42-plf B•slope Windward roof horizontal load HWR = 32-pif HWR := q CGp 2Ei B•slope Leeward roof horizontal load HLR = -252-plf HLR := q CGp 3Ei HLO := q•CGp LOi•OH side-slope Leeward overhang horizontal load HLO = -22-plf The deadload of the roof/ceiling is added. However, this load is reduced by 113. DL :_ (DL roof+ DL ceil;'3 DL = 11-psf RWO DL•OH side RWO = 15-pif RWR := DL.BI RWR = 170-plf RLR := DL.-2 RLR = 170-plf RLO := DL•OH side RLO = 15-plf Sum moments about the leeward top of the wall to solve for the uplift on the windward wall(Fw): SOH side l r 3•B B 1l ( OH side f (VWO + RWO) 1—�-- + B J + I (VWR + RWR) 4 J + I (VLR + RLR) 1 J - I (VLO + RLO) — - OH + �HWO•slope O � - (HWR slope 4� + ;'IHLR•slope B� - HLO slope Fw :_ Fw = 15-plf The required capacity of connections at each truss or rafter is then: Pw := Fw•truss_spa Pw = 30 Ib USE: Semco HCPLR w/ (4) 8d ea. end = 520 Ib CADE\PROJECTS\1092\Windgabdp1.mcd 4 9/11/00 DERY ENGINEERING, INC. Project: Ford Residence Builder:Aurora Construction Number: 1092 Determine the strap requirement at the ridge FRX- F RX := 100•plf This is the intial quess value only. Separate the roof system at the ridge and sum moments about the windward top of wall: DL := / 2`DL roof;•5 DL = 7-psf RWR := DL-7 B RWR = 100-plf RLR := DL-B RLR = 100-plf Given (- (VWR + RWR) BJ - I,\HWR•slope•B\I + F RX•slope•B ... =0 + (VLR + RLR)•WI + �HLR•slope•4� - IF RX slope•B�� F RX := Find`F RX; F RX = -104-plf The required capacity of connections at each truss or rafter is then: P RX := F RX-truss-spa P RX = -208 Ib Use Semco RS260 strapping w/ (9) 8d ea end at every other rafter = 500 Ib Determine the shearwall requirements at the sidewalls• Determine the horizontal loads from the wall wind pressures: WWE := q•CGp 5Ei•Z•plate_ht Windward wall end zone horizontal load WWE = 913 Ib LWE := q•CGp gE.•Z•plate_ht Leeward wall end zone horizontal load LWE WWI := q•CGp 5i,(B - Z) plate-ht Windward wall interior zone horizontal load WWI =4110-0 LWI := q•CGp 6i*(B - Z) plate-ht Leeward wall interior zone horizontal load LWI 9042 4 gable-load int WGE := 2 + gable_load edge Windward gable wall end + int zones WGE = 1928 lb C:\DE\PROJECTS\1092\Windgabcipl.mcd 5 9/11/00 DERY ENGINEERING, INC. Project: Ford Residence Builder:Aurora Construction Number: 1092 19ft Sum moments about the leeward sidewall to solve for the windward sidewall reaction(Rside): ((WWE - LWE))•i\B - Z\' + ((WWI - LWI))•B z R wall R wall = 8001 Ib The total force transfered to the to late is: R R wall + WGE R p P side - 2 CHECK THE SHEARWALL CAPACITY: ACI Case 3 U = .9D+ 1.3W Pu := .9•P DL Pu = 900 Ib Material Constants: Es := 29000000•psi Modulus of elasticity for mild reinforcement(ACI 8.5.2) Ec := 57000• psi •psi Modulus of elasticity for concrete (ACI 8.5.1) Ec = 3823676,-psi C:\DE\PROJECTS\1092\Windgabcipl.mcd 6 9/11/00 DERY ENGINEERING, INC. Project: Ford Residence Builder: Aurora Construction Number: 1092 LEFT SIDE WALL: The calculated overturning moment in each segment is found by: 54011 Mu side1is 1.3•R side•plate_ht•� Mu sidel = 31123 lb-ft 13024 50819 The maximum overturning moment provided by each segment is found by. L i A s.fy�'1 Mut proves 9 A s•fy•j d1Is - 0.59•-{,� \ / 282390 54011 162365 31123 Ib ft OK Mut prov = 67449 lb-ft > Mu sidel = 13024 265650 50819 The calculated shear is each segment is found by. 2794 d1is 1610 Vu side1is 1.3•R side'Tdl Vu sidel = 674 Ib 2629 The maximum shear strength provided by each segment is found by. Determine the critical section for shear(ACI 11.10.7) 8 hw1 if�dlls� plate ht d1ls plate ht , 5 cribs 2 2 j hwl crit = 2 ft 8 Determine the moment at the critical section for use in ACI Eq. 11-33 30372 Mut := Vu /plate-ht - hw1 1, 23274 critic side1is'\p Grits Mut crit = 11649 Ib•ft 29892 Solve for the shear strength provided by the concrete (ACI 11.10.6) 144011 Pu•i0.8•d ll is 83061 Vc1a := 3.3•A si•h•!0.8•d1 + ` (ACI Eq. 11-32) Vc1a = Ib �s p �s 4' 1is 34863 135510 (ACI Eq. 11-33) PUi fc dl is 1.25• psi •psi j + 0.2• -� 409662 Vc1b�s := 0.6•�•psi + is h•(0.8•dl) Vc1b = 47167 Ib psi u 1 critls d 1 is �s 9859 VU s�is 2 264598 C:\DE\PROJECTS\1092\Windgabcip 1.mcd 7 9/11/00 DERY ENGINEERING, INC. Project: Ford Residence Builder: Aurora Construction Number: 1092 LEFT SIDE WALL CONT'D: The controling shear strength equation is the lesser of Eq. 11-32 and 11-33 144011 Vc1is := if��Mum rigs — d�is<O,Vc1 ais,if,Vc1 ais<Vc1 bis,Vc1 ais,Vc1 bis Vc1 = 47167 Ib side1 Is9859 i 135510 122409 2794 0.85•Vc1 = 48380 0092 Ib Vu side1 = 1610 674 Ib OK 115184 2629 C:\DE\PROJECTS\1092\Windgabcip1.mcd 8 9/11/00 DERY ENGINEERING, INC. Project: Ford Residence Builder:Aurora Construction 19& Number: 1092 RIGHT SIDE WALL: The calculated overturning moment in each segment is found by: 51795 14237 Mu side2rs 1.3 R side-plate-ht Td-2- Mu side2 - 14237 Ib ft 68706 The maximum overturning moment provided by each segment is found by. A s fy y Mu2 provrs 9 A s fy•I d2rs - 0.59•-fc h 268329 51795 14237 Mu2 prov - 73140 73140 lb-ft > Mu side2 - 14237 °Ib•ft OK 356214 68706 The calculated shear is each segment is found by. 2680 d2rs 737 Vu side2rs = 1.3 R side'gd2 Vu side2 - 737 lb 3554 The maximum shear strength provided by each segment is found by. Determine the critical section for shear(ACI 11.10.7) 8 /d2rs plate_ht d2rs plate_ht\, 2 hw2 critrs if \2< 2 '_2 2 hw2 crit - 2 ft 10 Determine the moment at the critical section for use in ACI Eq. 11-33 30252 12610 Mu2 critrs Vu side2rs'(plate ht - hw2 critrs Mut crit _ 12610 Ib ft 34353 Solve for the shear strength provided by the concrete(ACI 11.10.6) 136870 5—sc, Pu•l0.8•d2rs� 37753 Vc2ars := 3.3• psi•h•!0.8•d2rs t (Eq. 11-32) Vc2a = Ib \ 4-d2 rs 37753 181499 (Eq. 11-33) d2rs. (1.25• fc psi + 0.2• Pu 281740 fc psi i a r 11093 Vc2brs := 0.6 psi psi + M62 critrs d2rs h (0.8 d2)rs Vc2b = 11093 Ib Vu s� ide2rs 2 -1435076 C:\DETROJECTS\1092\Windgabcipl.mcd 9 9/11/00 DERY ENGINEERING, INC. Project: Ford Residence Builder: Aurora Construction Number: 1092 RIGHT SIDE WALL CONT'D: The controling shear strength equation is the lesser of Eq. 11-32 and 11-33 136870 j Mu2 crit d2 11093 Vc2rs := if u s — 2rs<0,Vc2ars,if,\Vc2ars<Vc2brs,Vc2ars,Vc2brs Vc2 = 11093 Ib rs 181499 116340 2680 0.85-Vc2 = 9429 Ib ) Vu side2 - 737 737 lb OK 154274 3554 C:\DE\PROJECTS\1092\Windgabcipl.mcd 10 9/11/00 DERY ENGINEERING, INC. Project: Ford Residence Builder:Aurora Construction Number: 1092 Determine the total shearwall force required at the endwalls• Determine the horizontal loads from the wall and roof wind pressures: WWE := q•CGp 1E.•X•plate_ht Windward wall end zone horizontal load WWE = 2192 Ib LWE := q•CGp 4E.•X•plate_ht Leeward wall end zone horizontal load LWE _ -2740 Ib WWI := q•CGp 1.•(L - X)•plate_ht Windward wall interior zone horizontal load WWI = 14887 Ib LWI := q•CGp 4,•(L - X) plate-ht Leeward wall interior zone horizontal load LWI = -21504 Ib WRE := q•CGp 2E.•X•gable_ht-sin(a) Windward roof end zone horizontal load WRE = 105 Ib LRE := q•CGp 3E.•X•gable_ht•sin(a) Leeward roof end zone horizontal load LRE _ -839 Ib WRI := q•CGp 2i•(L - X)•gable_ht•sin(a) Windward roof interiorzone horizontal load WRI = 475 Ib LRI := q•CGp 3i*(L - X)•gable_ht•sin(a) Leeward roof interior zone horizontal load LRI = -6645 Ib Sum moments about the leeward endwall to solve for the windward endwall reaction(Rend): (WRE - LRE) �L - x + (WRI - LRI)•X R roofL R roof = 4103 Ib ((WWE - LWE))•�L - X� + ((WWI - LWI))• L X R wall •_ � R wall = 21073 Ib The total force transfered to the top plate is: Rend := Rroof+ 2 R wall R end - 14639 Ib C:\DE\PROJECTS\1092\Windgabcipl.mcd 11 9/11/00 DERY ENGINEERING, INC. Project: Ford Residence Builder: Aurora Construction Number: 1092 FRONT END WALL: The calculated overturning moment in each segment is found by: 43032 d3fe 135244 Mu side3fe 1.3 R end p{ate_ht -7: Mu side3 = 43032 Ib ft 146555 The maximum overturning moment provided by each segment is found by. s' � A fy Mu3 provfe •9•Ir A s fy• d3fe- 0.59• I L 57740 43032 183290 135244 Mu3 prov = lb-ft Mu side3 = °Ib•ftOK 57740 > 43032 198690 146555 The calculated shear is each segment is found by: 2226 d3fe 6997 Ib Vu side3fe 1.3•R end's Vu side3 = 2226 7582 The maximum shear strength provided by each segment is found by. Determine the critical section for shear(ACI 11.10.7) 2 /d3fe plate_ht d3fe plate_ht'', 6 ft hw3 critfe if�-�<—�,2 2 hw3 crit = 2 6 Determine the moment a the critical section for use in ACI Eq. 11-33 39136 Mui 96763 lb-ft Mu3 critfe Vu side3fe' (plate-ht - hw3 critfe� crit = 39136 101368 Solve for the shear strength provided by the concrete (ACI 11.10.6) 29932 fc Pu.( .8 d3fe 93687 Vc3afe 3.3 psi psi h ;0.8•d3fei + d3fe (ACI Eq. 11-32) Vc3a = 29932 Ib 101508 (Eq. 11-33) d3fe• 1.25•A psi + 0.2• Pu 7933 3yf;TVc3bfe := 0.6 fc psi + \ / fe h•(0.8•d3)fe 63964 psi u3 critfe d3fe Vc3b = 7933 Ib Vu side3fe 80397 C:\DE\PROJECTS\1092\Windgabcipl.mcd 12 9/11/00 DERY ENGINEERING, INC. Project: Ford Residence Builder:Aurora Construction Number: 1092 FRONT END WALL CONT'D: The controling shear strength equation is the lesser of Eq. 11-32 and 11-33 7933 Mu3 critfe d3fe 63964 Vc3fe := if i Vu side3 2 �0,Vc3afe,if(\Vc3afe<Vc3bfe,Vc3afe,Vc3bfe� Vc3 = 7933 Ib fe � 80397 6743 2226 0.85•Vc3 = 6743 5436Ib Vu side3 = 2226 6997 Ib OK 68337 7582 C:\DE\PROJECTS\1092\W ndgabcip 1.mcd 13 9/11/00 DERY ENGINEERING, INC. Project: Ford Residence Builder:Aurora Construction Number: 1092 REAR END WALL: The calculated overturning moment in each segment is found by. 59124 d4re 61748 Mu side4r, 1.3 R end'plate_ht Y�-44 Mu side4 = 62983 Ib ft 184009 The maximum overturning moment provided by each segment is found by. r A s•fy1 Mu4 provre •9•I A s fy• d4re - 0.59•-Fc L 63264 59124 MA prov - 67449 110 lb-ft > Mu side4 = 62983 61748 °lb-ft OK 198690 184009 The calculated shear is each segment is found by. 3059 dor, 3194 Vu side4re 1.3•R end•gd4 Vu side4 = 3258 Ib 9519 The maximum shear strength provided by each segment is found by. Determine the critical section for shear(ACI 11.10.7) 2 !d4re plate_ht d4re plate_ht'' 2 hw4 crit;., if l 2 __T '_2 2 hw4 crit = 2 ft 6 Determine the moment a the critical section for use in ACI Eq. 11-33 53266 I late_ht - hw4 ` MA 55359 lb-ft MA c%e Vu side4re p critre crit = 56336 127274 Solve for the shear strength provided by the concrete (11.10.6) 32737 fcPu•(0.8•d4r,`, 34183 Vc4ar, 3.3• psi psi-h-'08-d4re% +__4 dor , ) (ACI Eq. 11-32) Vc4a = 34863 lb 101508 (ACI Eq. 11-33) d4re'[ 1.25• fc psi\i + 0.2. Pu 9002 fc Ic 4�,-2i Vc4bre 0.6 psi psi + u4 critr, d4re h (0.8 d4)re Vc4b = 9859 Ib Vu s� ide4re 2 80397 C:\DEXPROJECTSkIO92\Windgabcipl.mcd 14 9/11/00 DERY ENGINEERING, INC. Project: Ford Residence Builder:Aurora Construction lia Number: 1092 REAR END WALL CONT'D: The controling shear strength equation is the lesser of Eq. 11-32 and 11-33 9002 � Mu4 critr d4 \ 9581 Vc4re = if a re<0,Vc4a fe,if I\Vc4are<Vc4b fe,Vc4are,Vc4bre Vc4 = 9859 Ib I, Vu side4re 80397 7652 3059 0.85•Vc4 = 8143 8383 Ib Vu side4 = 3258 3194 Ib OK 68337 9519 C:\DE\PROJECTS\1092\Windgabcipl.mcd 15 9/11/00 DERY ENGINEERING, INC. Project: Ford Residence Builder: Aurora Construction Number: 1092 fib CHECK SLENDERNESS EFFECTS OF THE WALL (act 318 10.11.4) ACI Case 2 U = .75 (1.4D + 1.7L+ 1.7W) Pu DL :` .75-!1.4•P DLJ Factored dead load on wall in area under design Pu DL = 1050 Ib Pu := .75•J1.4•P DL+ 1.7•P", Factored total load on wall in area under design Pu = 4875 Ib M 1b := Pu•e Smaller end moment from gravity loads (i.e. Dead + Live). M 1b = 1828 lb-ft M 2b := Pu•e Larger end moment from gravity loads (i.e. Dead + Live). M 2b = 1828 lb-ft GENERAL: Compression members shall be designed using the factored axial load Pu, derived from conventional elastic analysis and magnified factored moment Mc, defined by: M c := 6 b•M 2b + 5 s•M 2s 0 For members braced against sidesway 8s may be taken as 1.0. For members not braced against sidesway, 6 shall be evaluated as for a braced member and b for an unbraced member. Braced_Cond := 1 Enter"1" if wall is braced against sidesway, "2" if wall is not braced against sidesway. DETERMINE IF SLENDERNESS CAN BE NEGLECTED: For compression members braced against sidesway, effects of slenderness may be neglected when klu/r<31-(12M1 b/M2b For compression members not braced against sidesway, effects of slenderness may be neglected when klu/r<22. Length of wall considered effective for each concentrated load (14.2.4) b := if[Jb w + 4•h)<truss_spa,b w+ 4•h,truss_spab = 20-in A s := A S•s Area of steel within effective length A s = 0.52"int = Gross moment of inertia I g := b•h3 I 107-in4 12 g Radius of gyration r := 0.30•h (ACI 10.11.3) r = 1.200-in Unsupported length of wall. lu 9-ft lu = 9.00 ft k S•lu J12•M 1b\, r = 90 > 31 - 7M 2b = 19 Slenderness must be considered. 2b / Note:if klu/r>100 than a PA analysis must be performed. Determine the factored sway moment on the wall section / lu2 M 2s := .75. 1.7•q.: CGP 4E '—g 'b M 2s = 508 Ib-ft C:\DE\PROJECTS\1092\Windgabcip 1.mcd 16 9/11/00 DERY ENGINEERING, INC. Project: Ford Residence Builder: Aurora Construction Number: 1092 CALCULATE THE MOMENT CORRECTION FACTOR OF Cm: Even when the design is based on the minimum moment, the correction factor Cm is, however evaluated using the computed column moments M1 b and M2b. If computation show that there is no moment at both ends of a column, the "Ratio"M1 b/M2b is taken as 1.0(ACI 10.11.5.4b). Ratio := M 1b if M 1b x0 Ratio = 1 M 2b M 2b 1 otherwise C m := 0.6 + 0.4•(Ratio) C m = 1 CM := ICM if Cm>_0.6 C m = 1 0.6 otherwise DETERMINE MINIMUM MOMENT (M2b) FOR MAGNIFICATION FOR THE BRACED CONDITION: If the column moment M2b is small or zero, and 'Braced Cond"_ "I"then the column must be based on a minimum moment(ACI 10.11.5.4a). M 2bmin Pu-(.6-in + 0.03•1u) M 2bmin = 1560-lb-ft M 2b := M 2b if Braced_Cond=2 M 2b = 1828-lb-ft M 2b if M 2b�M 2bmin M 2bmin otherwise DETERMINE THE CREEP EFFECT FACTOR3djd FOR THE BRACED CONDITION: The ACl 318-83 definition was modified by the ACI 318-89 definition to reflect sustained load ratio rather than sustained moment ratio. Pu DL Rd b := Pu pd b = 0.22 C:\DE\PROJECTS\1092\Windgabcipl.mcd 17 9/11/00 DERY ENGINEERING, INC. Project: Ford Residence Builder: Aurora Construction Number: 1092 DETERMINE THE COLUMN STIFFNESS (EI) FOR THE BRACED CONDITION: The stiffness parameter EI approximates the stiffness variations due to cracking, creep and nonlinearity of the concrete stress-strain curve. ACI Eqs. 10-10 and 10-11 for EI where not originally derived for members with a single layer of reinforcement. An EI equation for walls with a single layer of reinforcement has been suggested by MacCregor A 0b := 0.9t 0.5 (3d b2 - 12b.h Rb = 0.846 Ec•I g EI b := x•(0.4) EI b = 1339656 Ib•f? DETERMINE THE CRITICAL BUCKLING LOAD (Pc) FOR THE BRACED CONDITION: The critical load is computed for a braced condition using an effective length factor of 1.0. 2 Pc b � EI b :_ � Pc b = 163233-Ib b IU DETERMINE THE MOMENT MAGNIFIER (8b) FOR THE BRACED CONDITION: This magnifier is applied to the moments which do not cause sidesway(i.e. dead+live load moments). � := .70 Strength reduction factor. C 8bPu 5b = 1.045 1 - T' '� DETERMINE THE CREEP EFFECT FACTOR (Rd) FOR THE UNBRACED CONDITION: The ACI 318-83 definition is modified by the ACI 318-89 definition to reflect sustained load ratio rather than sustained moment ratio. For the unbraced condition this is the maximum factored sustained lateral load to maximum total factored lateral load. This should typically be zero unless lateral loads such as stream flow or unsymetrica/dead loads exist. Rds := 0 C:\DE\PROJECTS\1092\Windgabcip1.mcd 18 9/11/00 DERY ENGINEERING, INC. Project: Ford Residence Builder: Aurora Construction Number: 1092 aEt DETERMINE THE COLUMN STIFFNESS (EI) FOR THE UNBRACED CONDITION: The stiffness parameter EI approximates the stiffness variations due to cracking, creep and nonlinearity of the concrete stress-strain curve. Eqs. 10-10 and 10-11 for EI where not originally derived for members with a single layer of reinforcement. An EI equation for walls with a single layer of reinforcement has been suggested by MacCregor R s := 1.0 p s = 1.0 Ec•1 9 EI s :_ �— (0.4) EI s = 1132941 Ib•fe DETERMINE THE CRITICAL BUCKLING LOAD (PC) FOR THE UNBRACED CONDITION: The critical load is computed for an unbraced condition using the actual design effective length factor. n2 EI s Pc s ls Pc s = 138045-Ib ,'k s•lui DETERMINE THE MOMENT MAGNIFIER (Ss) FOR THE UNBRACED CONDITION: This magnifier is applied to the moments which do not cause sidesway(i.e. dead+live load moments). 8s , 1 P— 8s = 1.053 TFCs DETERMINE MINIMUM MOMENT MS) FOR MAGNIFICATION FOR THE UNBRACED CONDITION: If the column moment M2S is small or zero, design of an unbraced slender column must be based on a minimum moment. M 2smin := Pu-(.6-in + 0.03•1u) M 2smin = 1560-lb-ft M 2s := M 2s if M 2s'M 2bmin M 2s = 1560olb•ft M 2smin otherwise C:\DE\PROJECTS\1092\Windgabcipl.mcd 19 9/11/00 DERY ENGINEERING, INC. Project: Ford Residence Builder:Aurora Construction Number: 1092 DETERMINE THE MAGNIFIED FACTORED MOMENT: M C := 8 b'M 2b + 6 s'M 2s M c = 3552-lb-ft The -------------- -------------- The maximum overturning moment provided by each segment is found by. A d := 2 p := b.d p = 0.0129 > 0.0030 OK (ACI 14.3.2) Mu Prov -9' A s•fy•d-(1 - 0.59•x'] Mu Prov = 4178 lb-ft Mu prov = 4178 lb-ft > M c = 3552,-Ib•ft OK C:\DE\PROJECTS\1092\Windgabcip1.mcd 20 9/11/00 DERY ENGINEERING, INC. Project: Ford Residence Builder: Aurora Construction Number: 1092 Determine the roof sheathing suction loads: Calculate wind loads on roof sheating using C&C coefficients: Truss or rafter effective wind area (A) is: /B\2 1 B B� 1 B A if ��\3 2*truss_spa, CTl 3,-,'truss-spa A = 75 ftz The C&C coefficient is: cl -1.4 if a:510-deg c2 1.5 if a510-deg -1.8 if 10•deg<a530•deg .9 if 10-deg<a1530•deg -1.4 otherwise .15 otherwise to / A g 100• ii CGp perimeter cl - c2-i CGP perimeter - -1 ,�- Ilog \100•f j The pressure(P)is then: P perimeter q'CGP perimeter P perimeter = -45apsf The force along the truss or rafter is then: P p perimeter'truss_spa P = -89-plf Nail withdraw capacity is found by: w:= 41 -in (Capacity of 8d common nails from NDS Table 12.2A) d pen := 1.5•in Depth of nail penetration C D := 1.6 Load duration (NDS 2.3.2) C M := 1.0 Wet service factor(NDS 7.3.3) C T := 1.0 Temperature factor(NDS 7.3.4) C to := 1.0 Toenail factor Nail withdraw capacity is: W := -W•d pen-C D•C M•C T-C to VV -98 Ib Min.panel nail spacing is then: SPA := W SPA = 13-in USE: 8d NAILS @ 6" O.C. EDGES, 12" O.C. INTERMEDIATE C:\DE\PROJECTS\1092\Windgabcip l.mcd 21 9/11/00 NOTICE OF COMMENCEMENT Permit No. Tax Folio No. State of Florida The undersigned hereby informs all concerned that improvements will be made to certain real property and in accordance with Section 713-13 of the Florida Statutes(revised 10-1-96),the following information is stated: Owner's name(print) C U(27TI D W I r1kEki C �; _ Address P ,C=xQ, 331 H 1-13 A1Lrartt(C- -N Owner interest in property FCL St rv-Pl5-7- General description of improvement Legal description of property\ LCY-r-4,C P, Fee simple title holder(if other than owner): Name(print) Address _ Contractor(print) MIGHAf_L Y,, t--C--+-.�a4AEI-� Address PO, GaX 3ZcI PVC-_\4 2f Li Surety Telephone(tet ) Zt-Ily-S`io0 Fax �'I( 04 ) ZLi6' 15�`� Surety(if any)(print) Amount of Bond$ Address Telephone( ) Fax Person or lender making a loan for construction of improvements: Name(print) Address Telephone( Fax (_� _ Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Statutes: Name(print) Address _ Telephone�_) Fax L� _ In addition to himself,owner designates the following person to receive a copy of the lienor's notice as provided in Section 713.13(1)(b), Florida Statutes'(fill in at owner's option): Name(print) Address Telepho Fax Owner' Sig ate Signed Owner's Name(print) In County Named Of State Post a copy of the recorded Notice at job site. State of Florida County of 7) cVA1L This instrument was acknowledge before me this TN � 1 .Z day ofStP1 RC 64_,2000. �. Known Personally )<_OR Identification (Name of Notary,typed or p •CC 650759 Type of Identification Commission Number ••� •04k 14n�,�91 �'re�,•� X775 � � �w�NE �� Commission Expires __ pr-*fiord IFis.Agcy. ��// CITY OF 4&4#t !C Qew-A-!.� � Office of Building icial / REQUEST FOR INON Date ` , Z ^ © a Permit No. Time A.M, Received PM. 7- Job Address Locality Owner's Name �`D Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ ❑ Rough Wiring ❑i Rough ❑ Air Cond. & Fj Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. ,� Thurs. Friday P.M. Inspection Made C)C) A.M. / ,'00 Inspector 'Fnal Inspection ❑ Certificate of Occupancy❑ Date Y,Y . CITY OF Office of Building Official REQUEST FOR INSPECTION Date L C Permit No. Time Lf 7 A.M. Received � P.M. © J jJ aLUMN Owner's C(X/IJ_.J_ N Con B D , CONCRETE CTRIC MECHANICAL raming .> ❑ Footing ❑ Ro Win ❑ RC�� ❑ Air Cond. & ❑ o ing ❑ Slab ❑ Temp Pole ❑ u ❑ Heating Insulation ❑ Lintel ❑ Final ❑ ewer ❑ Fire Place ❑ Pre Fab REA R INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday_ A.M. Inspection Made P.M. Inspector Final Inspection 11 f� Certificate of Occupancy ❑ Date CITY OF *CT �-7 T* ' , �l�laslr�ic /3eacli- f Office of Building t r e EQUEST FOR INSPl t '(S A Date ' Time C�� A.M. Received Jo Address o lity Owner's Naffactor . PLUMl1ING ECHANICAL 9 g CONCRETE s �L�i�fRiCA Framing ❑ Footing ❑ ;*, u ❑ Air Cond.& ❑ Re Roofing EI Slab ❑ Temp Pole F]" ]� "Top Out? ❑ Heating Insulation [,ILintel ❑ Finale ❑' S ❑ Fire Place ❑ Pre Fab REA6Y FOR INS Mon. Tues. Wed. Thurs.. M Friday P. A.M. Inspection Made P.M. Inspector Final Inspection ❑ 7 Certificate of Occupancy❑ { ( Date //CITY OF 4 /3eQCIs--T&W44 Office of Building Official REQUEST FOR INSPECTION Date Permit No. go Time A.M. Received PM.� Job Addrqjs ality r Owner's ^ Contractor � f BUIL��DING_ CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION � n A.M. M� o n. Tues. Wed. Thurs. Friday_ A.M. Inspection Made t7�©�� P.M. Inspector L.� Final Inspection ❑ Certificate of Occupancy❑ Date • a H n r� Z OR OF ADDITIONS or • " • D• NOT REMOVE JOB ADDRESS DATE Z. THIS JOB HAS NOT BEEN COMPLE ED The following additions or corrections shall be made before the job will be accepted A7— "or % $15.00 REINSPECT FEE y It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m,to 5:00 BLOC,Monday through Friday. pILANTjc �10RI�Q► INC • OF JOB ADDRESS DATE ;?3P THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted i C AA F-A At ove;S.� P A-S 4 id 4-d4", �`' DCsCttZ S /j 8 7" J'ULWA LLA L) c , Yt r . o S ISS /m? (c S � s s $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PLUMBING -- made,call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m.to 5:00 slDc p.m. Monday through Friday.. ® F3 A�LANr�c OR14P OF ADDITIONS or CORRECTIONS7 D• NOT REMOVE .JOB ADDRESS DATE 3 9 &Coto B ft EaZ E. F- 2 —01 THIS JOB HAS NOT BEEN COMPLETED 4 Tfollowing add ti s or corrections shall be made before he a./ )w t b will be accepted GFrL10 ND F40 0✓tI V-S k-tN7n- r 0. SS RNs c �/e_ V 6 00 I T- L? M t C.s W +0 E c C r1 iSc F C T S t rkpp s`t I A "-T EL L ©tl.EA (A)ri j DOL 3 ,62 c If I L0.1- -XI AN ieaos u#S EQUAL) -L) Ste' T M 10,9 LE- .S N 0 E& 1Jo 61M 1 $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered,any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PLUMBINGmade, call 247-5826, Building Depart- ment for an inspection. Field Inspectors EIEC are in the office from 8:00 a.m. to 5:00 p.m. Monday throw h Friday. Jt-6f: 2 or 3 k p�LAN�j�, N. 'ctORlo�' • OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOS ADDRESS OATS a3 f? Oc a✓*N 8XF-FzE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted u N s V ti► j No ITZI-ic-E $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- KUMEMNG ment for an inspection. Field Inspectors ELE� are in the office from 8:00 a.m. to 5:00 8L p.m. Monday through Friday. 04 E3 CITY OF ATLANTIC BEACH 2 TREE REMOVAL APPLICATION,,,,, r All applicgons mu-si submitted with seven 7 co ie and received on�iicfa f gus Dfior to the scheduled meetingin order to be placed on the agenda *I.I QMPLETE APPLICATIONS OR INACCU ATFLY MARKED SITES W LL NOT BE PROCESSED, CC.G-rr 21-wC ro 2, APPLICANT NAME .ADDRESS TELEPHONE i2. Lo-T,4�,g , OcsAr:. �3b'� �cElMl ��zF CT. ADDRESS OR LEGAL DESCRUMON OF TREE REMOVAL SITE I REASON FOR PROPOSED TREE REMOVAL: F�rL-. rJ� 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? OYES �(NO O NOT SUU 5. PROPERTY ZONING: V4 RESMEN17AL O COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR P iES DIAMETER 'S EXTERIOR ZONE** : ��Vrz �G2v Q oP�C. 61" e R oTf-(I (Tw o)J-N7. l c� LT,., SCSL�1 LS 0Ay- -7 tJ Rz��a 2 ®� b � O:Jr -�CR-.tCS O/�IG �� CcrJ� ��,�AK IG" %?© F�C((" iZ�a�` ffld WF4F4 TF�T�' . p 00 o�rzn-�r�C ►G -zz oT -r�b2 * Diameter at Breast Height(DX.IL)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk eircumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. 7. SITE PLAN/TREE SURVEY indicating: a) Ganges of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. c) Location of all trees with Diameter at Breast Height (DBI) of sic inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an"X". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RD flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging,paint or tape. c) The front property comers must be marked by stakes or paint indicating the Lot Number or Address. 9. * INCQMLEIE APPLICATIONS OR INACCURATELY MAMD SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES.AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLA.NITC BEACH. ML��_ 0 9-2b -coo 'cant's Signage Date wner's Signature Date {- CITY USE ONLY: Tree Conservation Board Chairperson Date MAP SHOWING TREE SURVEY OF , LOT 8, BLOCK * AS SHOWN ON MAP OF REVISED PLAT OF OCEAN BREEZE r AS RECORDED IN PLAT BOOK 46, PACES 51-51A OF THE CURRENT PUBLIC RECORDS OF DUAL CO.. FLA. pNSTRUCTtON 6ERTIFIED T0: CURTIS R. & DWINELLE P. FORD, FIRST AMERICAN TITLE INSURANCE COMPANY, A-15 LAW OFFICES OF EATEN & CLARK, MARINE NATIONAL 94NK OF JAX., INC.. DONALD & MARLENE MOSES A179-0->-51,W 321.68' O J U � i � ca touj LJ a z'''c,►cn �Q a u1 r U p� 1 o in O OL-on LOT 7 ,a Uvo� Z. N89'43' 5"E 1J= fP ,. \, 255.31' ? 4 -.../��. -- - - - ----- - - - --} Sr iP 1 .15• NAIL TO I.P.1\1� 152.16• tP. TO IP. r1as, - -- - -- - - --- -—\1, p\ ` 7 5 9 R �� 1?7O^ b\� 10`F' tO P 1 ��, �4 � 6 O 1 1/�P T..'f Of- SLr N N CV 4 ZO L0� 'O 0 ( O Fes.7"DQ 1 Std O" ,�Q,0 �, _ (VACANT) in NIL n T O TOP Y k.Y1 7 O ,�• 1 \.( /it b9 61 ►v Q ., 10 q axEN �b n 151 3�' IP TO P.RiA =--- - - - - - - - - - - - - - - - - - - - -'--�. 589'43'35"Wa 25 97' :"a8 Ww (BEARING BASE) O � UNPLATTEO AREA SECTION 37 o � N tr � 0 EROS+ON CONTPOL, ) T�N PONT NO 66 {P) \� i O a BENCHMARK � N N rn 'vAl_ `V 'A.. 0 A ,;� �, M r 4 PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: 06R F-(-z r co to e l— OWNER: r o A T"i S Determine Occupancy Classification of the structure. Select occupancy classification /2 3 which most accurately fits the use of the Building. (Chapter B3) 2. Determine actual physical properties of building. [ a. Determine building area each floor. (Area definition Chapter 62) [ b. Determine grade elevation for building. (Grade definition Chapter 132) [v]' C. Determine building height in feet above grade. (Height definition Chapter 132) d. Determine building height in stories. (Story definition Chapter 132) [ e. Determine separation distance from exterior walls to assumed and common [ property lines. (Property line definition Chapter 132) f. Determine percent of exterior openings per floor. [� 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 136) Tdc- _L [✓r a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) [✓� b. Check allowable height and area increases permitted. (Chapter 65) (+� 4. Check detailed Occupancy requirements. (Chapter 134) [v)'� 5. Check detailed Construction requirements [� a. Fire Protection of Structural Members(Chapter B6&Table B600) [✓f b. Fire Protection Requirements(Chapter B7 and Table B700) [+� C. Means of Egress Requirements(Chapter B10) [� d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [t� 6. Review design as related to standards. (Chapters B16-B26) [✓� 7. Check other requirements as necessary. [� a. Construction projecting into public property(chapter B32) [✓j b. Elevators and conveying systems(Chapter B30) [✓� C. Sprinklers,standpipes and alarm systems(Chapter 69) [+� d. Use of combustible materials on the interior(Chapter 68) [ ) e. Roofs and roof structures(Chapter B15) [ ) f. Light,ventilation and sanitation (Chapter B12) [ ) 9- Other f C1 - O O CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: cf— Don C. Ford, Building Official don/sb.1 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Ford residence Builder: Aurora Custom Homes Address: Lot: 8, Sub: Ocean Breeze, Plat: Permitting Office: City, State: I Permit Number: Owner: Curtis Ford Jurisdiction Number: Climate Zone: North ............. .................. ....... i 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:18.0 kBtu/hr 3. Number of units,if multi-family I - SEER: 12.00 4. Number of Bedrooms 4 b. Central Unit Cap:36.0 kBtu/hr 5. Is this a worst case? No SEER:16.00 6. Conditioned floor area(ft) 3671 ft2 c. Central Unit Cap:36.0 kBtu/hr 7. Glass area&type SEER: 16.00 a. Clear-single pane 0.0 ft' 13. Heating systems b. Clear-double pane 0.0 ft2 a. Electric Heat Pump Cap: 18.0 kBtu/hr c. Tint/other SC/SHGC-single pane 0.0 ft2 HSPF:7.00 d.Tint/other SC/SHGC-double pane 552.0 ft2 b.Electric Heat Pump Cap:36.0 kBtu/hr 8. Floor types HSPF:8.00 a. Slab-On-Grade Edge Insulation R=0.0,92.0(p)ft c. Electric Heat Pump Cap:36.0 kBtu/hr b. Raised Wood,Adjacent R=19.0,813.OWHSPF:8.00 c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap:66.0 gallons a. Frame,Wood,Adjacent R=11.0, 102.0 ft2 EF:0.88 b. Concrete Bead,Polystrene Bead Concrete R=20.0,80.0 ft' b.N/A c. Bead,Polystrene Bead Aggregate,Exterior R=20.0,396.0 ft2 d. Concrete Bead,Polystrene Bead Concrete R=20.0, 1664.0 ft2 c. Conservation credits e. Bead,Polystrene Bead Aggregate,Exterior R=20.0, 1333.0 11' (HR-Heat recovery,Solar 10. N/A DHP-Dedicated heat pump) a. N/A R=30.0, 1839.0 ft' 15. HVAC credits MZ-C,MZ-H b. Ceiling types (CF-Ceiling fan,CV-Cross ventilation, c. Under Attic HF-Whole house fan, 11. N/A PT-Programmable Thermostat a. Sup:Con. Ret:Con. AH:Interior Sup.R=6.0, 150.0 ft' MZ-C-Multizone cooling, b. 2 Others 175.0 ft MZ-H-Multizone heating) N/A N/A Glass/Floor Area: 0.15 Total as-built points: 33048.00 PASS Total base points: 44534.00 I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this Energy Code. calculation indicates compliance -99 IAVQVI�' with the Florida Energy Code. PREPARED BY: '�s DATE: -Ug] 6D Before construction is completed this building will be inspected for I hereby certify that this b ildin as designed, is in compliance with Section 553.908 , � ldin as des is 0 compliance with the Fl ' a e e. Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: DATE: 9-2Z-Clu DATE: 6 - 19- oo EnergyGaugeG (Version: FLR1 PA 2.02) FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Ford residence Builder: Aurora Custom Homes Address: Lot: 8, Sub: Ocean Breeze, Plat: Permitting Office: City, State: , Permit Number: Owner. Curtis Ford Jurisdiction Number: Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family , a. Central Unit Cap:18.0 kBtulhr _ 3. Number of units,if multi-family 1 - SEER:12.00 _ 4. Number of Bedrooms 4 - b.Central Unit Cap:36.0 kBtu/hr _ 5. Is this a worst case? No - SEER:16.00 A 6. Conditioned floor area(ft') 3671 fe c. Central Unit Cap:36.0 kBtu/hr _ 7. Glass area&type SEER:16.00 _ a. Clear-single pane 0.0 fl- 13. Heating systems b. Clear-double pane 0.0& _ a. Electric Heat Pump Cap:18.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 fl- HSPF:7.00 _ d. Tint/other SC/SHGC-double pane 552.0 ft= b.Electric Heat Pump Cap:36.0 kBtu/hr 8. Floor types HSPF:8.00 a. Slab-On-Grade Edge Insulation R=0.0,92.0(p)R _ c. Electric Heat Pump Cap:36.0 kBtu/hr _ b.Raised Wood,Adjacent R=19.0,813.Oft= HSPF:8.00 _ c. NIA 14, Hot water systems 9. Wall types _ a. Electric Resistance Cap:66.0 gallons a. Frame,Wood,Adjacent R=11.0,102.0 fi° .,,_ EF:0.88 _ b.Concrete Bead,Polystrene Bead Concrete R-20.0,80.0 W _ b.NIA _ e. Bead,Polystrene Bead Aggregate,Exterior R-20.0,396.0 fig _ _ d.Concrete Bead,Polystrene,Bead Concrete R-20.0,1664.0 ft' _ c. Conservation credits _ e. Bead,Polystrene Bead Aggregate,Exterior R=20.0,1333.0 ft2 (HR-Heat recovery,Solar 10. N/A DHP-Dedicated heat pump) a. NIA R=30.0,1839.0 fP _ 15. HVAC credits MZ-C,MZ-H _ b. Ceiling types (CF-Ceiling fan,CV-Cross ventilation, c. Under Attic HF-Whole house fan, 11. N/A _ PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AM Interior Sup.R-6.0,150.0 fF _ MZ-C-Multizone cooling, b.2 Others 175.0 ft MZ-14-Multizone heating) N/A N/A GlasslFloor Area: 0.15 Total as-built points: 33048.00 PASS Total base points: 44534.00 1 hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this yo�zr�sr,��o Energy Code. Incalculation indicates compliance PREPARED BY: �`l with the Florida Energy Code. Before construction is completed DATE: 2b 6D this building will be inspected for I hereby certify that this bu' ing as designed, is in compliance with Section 553.908 d►.�On WE �v compliance with the Flo 'd C Florida Statutes. OWNERIAGENT: BUILDING OFFICIAL: DATE: 1-Zb- DATE: EnergyGauge®(Version: FLR1 PA 2.02) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 8, Sub: Ocean Breeze, Plat: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 3671.0 33.05 21841.8 Double,Tint E 9.0 6.0 75.0 33.76 0.43 1096.2 Double,Tint E 9.0 6.0 10.0 33.76 0.43 146.2 Double,Tint W 1.0 6.0 60.0 30.99 0.97 1804.0 Double,Tint 5 1.0 14.0 18.0 28.87 0.99 516.2 Double,Tint S 8.0 6.0 18.0 28.87 0.48 251.5 Double,Tint E 9.0 6.0 72.0 33.76 0.43 1052.3 Double,Tint E 9.0 6.0 15.0 33.76 0.43 219.2 Double,Tint N 1.5 20.0 42.0 15.78 1.00 659.7 Double,Tint N 1.5 16.0 6.0 15.78 0.99 94.1 Double,Tint N 1.5 16.0 4.0 15.78 0.99 62.8 Double,Tint H 0.0 0.0 2.0 60.66 1.00 121.3 Double,Tint W 1.5 6.0 22.0 30.99 0.91 622.6 Double,Tint W 1.5 6.0 39.0 30.99 0.91 1103.7 Double,Tint S 1.5 6.0 30.0 28.87 0.86 741.4 Double,Tint S 4.0 6.0 6.0 28.87 0.59 102.2 Double,Tint S 1.5 6.0 18.0 28.87 0.86 444.9 Double,Tint E 9.0 6.0 65.0 33.76 0.43 950.0 Double,Tint E 9.0 6.0 10.0 33.76 0.43 146.2 Double,Tint N 1.5 6.0 32.0 15.78 0.94 473.9 Double,Tint N 1.5 6.0 4.0 15.78 0.94 59.2 Double,Tint N 1.5 6.0 4.0 15.78 0.94 59.2 As-Built Total: 552.0 10726.9 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 182.0 0.7 127.4 Frame,Wood,Adjacent 11.0 102.0 0.70 71.4 Exterior 3393.0 1.70 5768.1 Conc Block,Poly.Bead,Adjacent 20.0 MO 0.80 64.0 Conc Block,Poly.Bead,Exterior 20.0 396.0 0.80 316.8 Conc Block,Poly.Bead,Exterior 20.0 1664.0 0.80 1331.2 Conc Block,Poly.Bead,Exterior 20.0 1333.0 0.80 1066.4 Base Total: 3575.0 5895.5 As-Built Total: 3575.0 2849.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 42.0 2.40 100.8 Exterior Wood 64.0 6.10 390.4 Exterior 64.0 6.10 390.4 Adjacent Wood 42.0 2.40 100.8 Base Total: 106.0 491.2 As-Built Total: 106.0 491.2 EnergyGauge®DCA Form 600A-97 EnergyGauge®/ResFREE'97 FLR1 PA 2.02 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 8, Sub: Ocean Breeze, Plat: , , , PERMIT#: BASE AS-BUILT CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1839.0 0.60 1103.4 Under Attic 30.0 1839.0 0.60 1103.4 Base Total: 1839.0 1103A As-Built Total: 1839.0 1103.4 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 92.0(p) -37.0 -3404.0 Slab-On-Grade Edge Insulation 0.0 92.0(p) -41.20 3790.4 Raised 813.0 3.99 -3243.9 Raised Wood,Adjacent 19.0 813.0 0.40 325.2 Base Total: -6647.9 As-Built Total: -3465.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 3671.0 10.21 37480.9 3671.0 10.21 37480.9 Summer Base Points: 60165.0 Summer As-Built Points: 49187.0 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 49187.0 0.200 0.943 0.284 0.950 2507.7 49187.0 0.400 0.943 0.213 0.950 3761.6 49187.0 0.400 0.943 0.213 0.950 3761.6 60165.0 0.3573 21496.9 49187.0 1.00 0.943 0.225 0.950 9898.9 EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeO/ResFREE'97 FLR1 PA 2.02 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 8, Sub: Ocean Breeze, Plat: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 3671.0 9.76 6452.4 Double,Tint E 9.0 6.0 75.0 10.43 1.39 1086.9 Double,Tint E 9.0 6.0 10.0 10.43 1.39 144.9 Double,Tint W 1.0 6.0 60.0 11.87 1.01 717.9 Double,Tint S 1.0 14.0 18.0 6.05 1.00 108.5 Double,Tint S 8.0 6.0 18.0 6.05 3.15 343.0 Double,Tint E 9.0 6.0 72.0 10.43 1.39 1043.5 Double,Tint E 9.0 6.0 15.0 10.43 1.39 217.4 Double,Tint N 1.5 20.0 42.0 14.91 1.00 626.2 Double,Tint N 1.5 16.0 6.0 14.91 1.OD 89.4 Double,Tint N 1.5 16.0 4.0 14.91 1.00 59.6 Double,Tint H 0.0 0.0 2.0 10.23 1.00 20.5 Double,Tint W 1.5 6.0 22.0 11.87 1.02 267.3 Double,Tint W 1.5 6.0 39.0 11.87 1.02 473.9 Double,Tint S 1.5 6.0 30.0 6.05 1.12 202.8 Double,Tint S 4.0 6.0 6.0 6.05 2.06 74.9 Double,Tint S 1.5 6.0 18.0 6.05 1.12 121.7 Double,Tint E 9.0 6.0 65.0 10.43 1.39 942.0 Double,Tint E 9.0 6.0 10.0 10.43 1.39 144.9 Double,Tint N 1.5 6.0 32.0 14.91 1.00 478.3 Double,Tint N 1.5 6.0 4.0 14.91 1.00 59.8 Double,Tint N 1.5 6.0 4.0 14.91 1.00 59.8 As-Built Total: 552.0 7283.3 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 182.0 3.6 655.2 Frame,Wood,Adjacent 11.0 102.0 3.60 367.2 Exterior 3393.0 3.70 12554.1 Conc Block,Poly.Bead,Adjacent 20.0 80.0 5.30 424.0 Conc Block,Poly.Bead,Exterior 20.0 396.0 5.30 2098.8 Conc Block,Poly.Bead,Exterior 20.0 1664.0 5.30 8819.2 Conc Block,Poly.Bead,Exterior 20.0 1333.0 5.30 7064.9 Base Total: 3575.0 13209.3 As-Built Total: 3575.0 18774.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 42.0 11.50 483.0 Exterior Wood 64.0 12.30 787.2 Exterior 64.0 12.30 787.2 Adjacent Wood 42.0 11.50 483.0 Base Total: 106.0 1270.2 As-Built Total: 106.0 1270.2 EnergyGauge®DCA Form 600A-97 EnergyGauge®/ResFREE'97 FLR1 PA 2.02 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 8, Sub: Ocean Breeze, Plat: , , , PERMIT#: BASE AS-BUILT CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1839.0 1.20 2206.8 Under Attic 30.0 1839.0 1.20 2206.8 Base Total: 1839.0 2206.8 As-Built Total: 1839.0 2206.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 92.0(p) 8.9 818.8 Slab-On-Grade Edge Insulation 0.0 92.0(p) 18.80 1729.6 Raised 813.0 0.96 780.5 Raised Wood,Adjacent 19.0 813.0 2.20 1788.6 Base Total: 1599.3 As-Built Total: 3518.2 INFILTRATION Area X BWPM = Points Area X WPM = Points 3671.0 -0.59 -2165.9 3671.0 -0.59 -2165.9 Winter Base Points: 22572.1 Winter As-Built Points: 30886.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 30886.7 0.200 0.948 0.487 0.950 2711.0 30886.7 0.400 0.948 0.426 0.950 4744.3 30886.7 0.400 0.948 0.426 0.950 4744.3 22572.1 0.5340 12053.5 30886.7 1.00 0.948 0.437 0.950 12164.9 EnergyGaugeT" DCA Form 60DA-97 EnergyGauge®/ResFREE'97 FLR1 PA 2.02 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 8, Sub: Ocean Breeze, Plat: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 66.0 0.88 4 1.00 2746.00 1.00 10984.0 As-Built Total: 10984.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 21496.9 12053.5 10984.0 44534.4 9898.9 12164.9 10984.0 33047.7 PASS y�tio�ZHE ST,1��0� w � COD WE EnergyGaugeTM DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR1 PA 2.02 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: 8, Sub: Ocean Breeze, Plat: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window areas.5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top 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 6D6.1.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 as must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal 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-97 EnergyGauge®/ResFREE'97 FLR1 PA 2.02 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =88.2 The higher the score,the more efficient the home. Curtis Ford, Lot: 8, Sub: Ocean Breeze, Plat: , , , 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 18.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap:36.0 kBtu/hr 5. Is this a worst case? No _ SEER: 16.00 _ 6. Conditioned floor area(ft) 3671 ft c. Central Unit Cap:36.0 kBtu/hr _ 7. Glass area&type _ SEER:16.00 _ a. Clear-single pane 0.0 ft' 13. Heating systems b. Clear-double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 18.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 _ d. Tint/other SC/SHGC-double pane 552.0 ft2 b. Electric Heat Pump Cap:36.0 kBtu/hr 8. Floor types HSPF:8.00 _ a. Slab-On-Grade Edge Insulation R=0.0,92.0(p)ft _ c. Electric Heat Pump Cap:36.0 kBtu/hr b. Raised Wood,Adjacent R=19.0,813.02 _ HSPF:8.00 _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:66.0 gallons _ a. Frame,Wood,Adjacent R=11.0, 102.0 ft2 _ EF:0.88 _ b. Concrete Bead,Polystrene Bead Concrete R=20.0,80.0 ft- _ b.N/A _ c. Bead,Polystrene Bead Aggregate,Exterior R=20.0,396.0 ft2 d. Concrete Bead,Polystrene Bead Concrete R=20.0, 1664.0 ft- _ c. Conservation credits _ e. Bead,Polystrene Bead Aggregate,Exterior R=20.0, 1333.0 ft2 (HR-Heat recovery,Solar 10. N/A _ DHP-Dedicated heat pump) a. N/A R=30.0, 1839.0 ftZ _ 15. HVAC credits MZ-C,MZ-H _ b. Ceiling types _ (CF-Ceiling fan,CV-Cross ventilation, c. Under Attic HF-Whole house fan, 11. N/A _ PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH:Interior Sup.R=6.0, 150.0 ft2 _ RB-Attic radiant barrier, b. 2 Others 175.0 ft MZ-C-Multizone cooling, N/A MZ-H-Multizone heating) N/A I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) o1 ZHE sT ATF in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code o t eatures. Builder Signature. Date: `\'Zb -k-j Address of New Home: 4;.V2-7 City/ zip: j`I'c0D tgc4`'S A 71ArSi vc- G_�:kAc4A 32233 *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DOE EnergySta m designation), your home may qualify for energy efficiency mortgage (EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version:FLRIPA 2.02) DATE: 9/26/00 MANUAL "J" SUMMARY REPORT -------------- Prepared For: Prepared By: Ford residence R.B. Ellis Energy Design Systems Job Name: Lt 8 Ocean Breeze *********************************************************************** DESIGN CONDITIONS For Jacksonville OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 29 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor 5 Latent Factor (%) 29 Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM ------- ------- ------- ------- WHOLE HOUSE 58015 1934 58419 2434 ------- ------- ------- ------- HEATING COOLING DELTA T 43 DELTA T 23 NOTE: **Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. *** PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 DATE: 9/26/00 MANUAL nJu DETAILED REPORT FOR ENTIRE HOUSE Prepared For: Prepared By: Ford residence R.B. Ellis Energy Design Systems Job Name: It 8 Ocean Breeze ************************************************************************ EXPOSURE GLASS NORTH SOUTH EAST WEST NE/NW SE/SW HORZ TOTAL ------------------------------------------------------------------------ AREA 92 90 247 121 2 552 COOLING 2300 3600 18278 8954 144 33276 HEATING 2944 2880 7904 3872 78 17678 ------------------------------------------------------------------------ WALLS TOTAL ------------------------------------------------------------------------ AREA 3575 3575 COOLING 5720 5720 HEATING 9653 9653 ------------------------------------------------------------------------ DOORS TOTAL ------------------------------------------------------------------------ AREA 106 106 COOLING 1399 1399 HEATING 2194 2194 ------------------------------------------------------------------------ FLOOR AREA COOLING HEATING ------------------------------------------------------------------------ SLAB 92 3349 RAISED WOOD 813 732 1789 ------------------------------------------------------------------------ CEILING AREA COOLING HEATING ------------------------------------------------------------------------ UNDER ATTIC 1839 2850 2759 SGL ASSEMBLY KNEE WALL ------------------------------------------------------------------------ MISCELLANEOUS COOLING LOADS --------------------------- People Sensible Load 1500 Latent Load 6536 Lights & Appl. Load 1200 Latent Safety Btuh 327 Ventilation Load Duct Heat Gain 4833 Infiltration Load 4356 Sensible Safety Btuh 2552 TOTAL SENSIBLE LOAD 58419 TOTAL LATENT LOAD 6863 Summer ACH 0.4 Temp. Swing Mult. 1.00 *** Total Cooling Load 84866 BTUH Or 7. 07 Tons *** MISCELLANEOUS HEATING LOADS --------------------------- Infiltration Load 16050 Ventilation Load Duct Heat Loss 1871 Safety Btuh 2674 Winter ACH 0.7 *** Total Heating Load 58015 BTUH Or 4.83 Tons***