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1518 Richardson Lane (vault) �T. JOB ADDRESS /f�/IS ����`r�d12� TYPE WOR ,', PROPERTY OWNER TEL :PHONE CONTX4CT0R t� `��� e/ ,) 5 TELEPHONE PEI MIT'NUMBER DATE INSPEC 70AS. EOOMVG SLAB TIE BEAM I„tYM NALUNGISHEATH1MG FRAMWGICOVER UP S MUL MON OVAL BUILDEVG F-L GTT;IcAL PEAmp / 9 9 q 5 .,WSPEC3TIONS BOUGH FINAL a -o ME CAL PERMM �� 5 iSPECTiONs RouGH FINAL Z-1 q -00 EVSPEC TONS ROUGHAWDER SLAB T'OPOUT WAT EB1SE o MAL NOTES. �.1 DRAWING FILE NO. 0-4Di 01 glap t19 j Francs Covc fey 0I D1y I Pe.W,,Pga G7f67A APpS�(��fqe�l o;'o:zees'pel �.- _ Lx--� fhweslCarver Co!8 i La s-1 g$e Yr%ronPipg1, N. 89'42'00'E: 90.00 ( Found 4 x4`Cnnrn-/e (ZgoGoeS) I I�' 1 Monurnen! Fund fz-/renP Pt/Ne i0)- T'✓Rie r f'1 \ I QZ'Sav/h _ Fotnd Ur•(ron Pipc pL�9671) Cj ue d6r2)7.81' 2v'a Weel,4.595-th "I @ NOTES; ivesf®.56'South i I O Q BEARINGS ARE BASED ON THE WEST RIGHT-OF-WAY LINE � v I OF FRANCIS AVENUE AS BEING S.00'I5'00"E. h IA� h � l:� ION NO BUILDING RESTRICTION LINE SHOWN,BUT THERE MAY BE RESTRICTION LINES OR EASEMENTS THAT AFFECT THIS PUBLICPROPERTY BY ZONING OR RECORDED IN THE �R V•3Zg9, OF THIS COUNTY THAT ARE NOT SHOWN ON THIS SURVEY. 0 Q) I . - r} I c ) THIS PROPERTY LIES IN FLOOD ZONE"X"BY FLOOD MAPS ql REVISED 4/17/1999,COMMUNITY PANEL NO.120075 0001 D. Z y 5'aulheas!Corner oP Lands/nlendeo'/o Be Glostr/Ae,d/n O.R.V 3229 `. Feund%r^Iron Hpe Page .999 � ! - /Ne t0) 1 VJ 5.89°42'20"W. 90.00' g Pont 0,Be9inn/n9 ' eo � o .c. G ,II c o 0 ti z� Liz N V -------- /Uo[/he/I Pt9hl-of-A6Y L NI �""�'-�•--� "' "� � Norther/ R.'h!- RIGH r-OF-WAY W/OTf/VqR/ES MAP SHO WING BOUNDARY SURVEY OF: OAD- A PART OF BLOCK 15, E.N. DONNER'S SUBDIVISION, AS RECORDED IN PLAT BOOK 8, PAGE 4 (FORMERLY A PART OF GOVERNMENT LOT 2, SECTION 17, TOWNSHIP 2.SOUTH, RANGE 29 EAST) AND ALSO BEING A PART OF LOT D, BLOCK 15, AS SHOWN ON BUT NOT INCLUDED IN DONNER'S REPLAT AS RECORDED IN PLAT BOOK 19, PAGE 16, ALL OF THE PUBLIC RECORDS OF DUVAL COUNTY','FLORIDA AND MORE PARTICULARLY DESCRIBED AS FOLLOWS, FOR A POINT OF REFERENCE COMMENCE AT THE SOUTHEAST CORNER OF LOT 1, FRANCIS COVE, AS RECORDED... IN PLAT BOOK 50, PAGES 67 AND 67A OF THE AFORESAID PUBLIC RECORDS; THENCE S,00°15'00"E., .ALONG THE WEST RIGHT-OF-WAY LINE OF FRANCIS,,AVENUE-JAS NOW ESTABLISHED AS'A' 55 FOOT RIGHT-OF-WAY), A DISTANCE OF 71.7 FEET, MORE OR LESS, TO AN INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF DONNER'S ROAD (A VARIABLE WIDTH RIGHT-OF-WAY AS ESTABLISHED BY THE AFOREMENTIONED DONNER'S REPLAT); THENCE N.85018'40"W., ALONG SAID NORTHERLY RIGIIT-OF-WAY LINE OF DONNER'S ROAD, A DISTANCE OF 223 FEET, MORE OR LESS, TO THE WESTERLY LINE OF AN ALLEY KNOWN AS RICHARDSON LANE (SAID ALLEY BEING PLATTED AS 10 FEET WIDE AND ACTUALLY BEING MONUMENTED AS A 20 FOOT WIDE ALLEY); THENCE R.00038'45"W., ALONG THE WEST LINE OF SAID RICHARDSON LANE, A DISTANCE OF 124 FEET TO THE SOUTHEAST CORNER 4OF CERTIFIED TO; HABITAT FOR HUMANITY OF THE THE LANDS INTENDED TO HAVE BEEN DESCRIBED IN OFFICIAL RECORDS VOLUME 3229, PAGE JACKSONVILLE BEACHES d/b/o BEACHES HABITAT; 399 OF THE AFORESAID PUBLIC RECORDS AND TO THE POINT OF BEGINNING; THENCE o ATTORNEYS'TITLE INSURANCE FUND.INC.; 5.89 42'20"W., ALONG THE SOUTH LINE OF SAID LANDS, A DISTANCE OF 90.00 FEET; THENCE N.00038'45"W. A DISTANCE OF 95.00 FEET; THENCE N.89042'20"E., ALONG THE DONAHOO,BALL,MCMENAMY a JOHNSON,P.A. NORTHERLY LINE OF SAID LANDS, A DISTANCE OF 90.00 FEET; THENCE S.00038'45"E., ALONG THE WEST LINE OF RICHARDSON LANE, A DISTANCE OF 95.00 FEET TO THE POINT OF BEGINNING. BEING THE SAME LANDS AS INTENDED TO HAVE BEEN DESCRIBED IN OFFICIAL RECORDS VOLUME 3229, PAGE 399. ZIDSURRMEN ppILlI`5111V®UR V E U ORS INC. LB 6645 PROFESSIONAL LAND SUR EYOR NO.1674 FLORIDA H. BRUCE DURDEN• SR. 1103 SOUTH THIRD STREET DATE. NOVEMBER 18, 1998 JACKSONVILLE BEACH, FLORIDA 32250 SCALE: 1"=30' (904) 249-7261 FAX (904) 241-1252 THIS MAP OF SURVEY IS NOT VALID UNLESS IT 15 SIGNED -40 AND HAS THE RAISED SEAT- OF A FLORIDA LAND SURVEYOR. DRAWING FILE NO.1 ) r7AIV.,' T• QU Ww .Q 7.7 d O, I j 6 �� fi V1 w ° O O � 4 ta H � a cn d 0o N q irk co ca P \ - a Js U V H BUILDLVG. PLA KING AND ZONING INSPECTION DEPART.NEVT CITY OFATL4NTIC BEACH, FLORID.- CERTIFIC.-i TL OF OCCUP A VCY WOR1Y SHEET 7113/ �esc__c reCLi -e as cll'__: SEF- RE ISSUING CEPTFIC'4 T- OF OCCUPANCY THE ,=OLLOWING MUST BE COMPLETE f Wcrks o 7-17-0 d - - 71( � c v 7// r In c7 2 Aq 16--o FLOODPLAIN DEVELOPMENT INFORMATION Location:: Type of Development:_/ 5 Flood Zone: j'C Required Lowest Floor Elevation: g�, If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the propojed development. Date Applicant's Signature Department Use: Required Lowest Floor Elevation - J As Built Lowest Floor Elevation Survey Filed with Building Department L- t, C Building Department Represe tative CITY OF 800 SEMINOLE ROAD A`L?NTIC REACH,FLORIDA32:33-5445 TELEPHONE(904)247-5800 FAX(904'1 247.58(35 SUNCOM 852-5800 DATE 0 ..w OC <> JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Ike: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS Please call me at 904-247-5826 if you have any questions. Sincerely, 4 ATLANTIC BEACH BUILDING DEPARTMENT TRANSMITTAL OCCUMENT FOR JEA LATE : 15-- O The following permits have passe "rough inspection: Permit No . Address 19991 / 999s" S2 pdc our recc_ts accordingly. hark c u7, �j . .-:;G CLERK QTY C= AT_.IN"'_C ?EICH i'1cJ CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT Permit Number: 19995 Address: 1518 RICHARDSON LANE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 8 Proposed Use: SINGLE FAMILY Lot(s):N1/2 Block: 15 Section: Square Feet: Subdivision: DONNERS Est. Value: Parcel Number: Improv. Cost: Date Issued: 5/02/2000 Name: BEACHES HABITAT Total Fees: 45.00 Address: P. O. BOX 50939 Amount Paid: 45.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 5/02/2000 Phone: (904)241-1-22-2 Work Desc: CS2/0 150AMPS IPH 3W 24t?V CABLERW ALU - NEW RESIDENTIAL SERVICE son CMA ELECTRICAL CONTRACTOTS'OF FL PERMIT 45.00 jijij 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 HAULER 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. #45.88 14 I 1 Date: 5/82/88 81 Receipt: 8854138 CHECKS 1294 ATLANTIC BEACA BUILDING DEPT. 98188803221888 CITY OF ATLANTIC BEACH, FLORIDA Approved b FOR ELECTRICAL. PERMIT l b r APPLICATION TO THE CHIEF ELECTRICAL INSPECTOR: DATE:J � ' 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. ELECTRICAL FIRM: MASTER ELECTRICI GNATURE JOURNEYMAN NAME S � 5--� � ADDRESS:� RFD BOX BLDG.SIZE BETWEEN: RES. APT. ( ) comm. ( 1 PUBLIC ( 1 INDUS. ( 1 NEW(E-!" OLD ( 1 REW. ADDITION ( 1 TRAILER ( 1 TEMP. ( 1 SIGNS ( 1 SQ. FT. SERVICE: NEW( INCREASE ( 1 REPAIR ( ) FEE _ CONDUCTOR SIZE AMPS i0 COPPER ALUM. SWITCH OR BREAKER AMPS PH W Z O VOLT ACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER 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. 1 H.P. VOLTAGE PHS MISCELLANEOUS C17Y OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5828-FAX: 247-5877 PERIYfIT:,I t101r:.; LOCATtONNf/FTION Permit Number: 19595 Address: 1518 RICHARDSON LANE Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 8 Proposed Use: SINGLE FAMILY Lot(s):N1/2 Block: 15 Section: Square Feet: Subdivision: DONNERS Est. Value: Parcel Number: Improv. Cost: OW R 1 lIIIAtfON Date issued: 2/14/2000 Name: BEACHES HABITAT Total Fees: 43.00 Address: P. O. BOX 50939 Amount Paid: 43.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 2/14/2000 Phone: (904)241-1222 Work Desc: INSTALL CENTRAL HEAT AND AIR IN NEW HOME Cf?Ii11' "FEE OCEAN STATE HEAT&AIR PERMIT 43.00 -� . - �. F ROUGH MECHANICAL FINAL, 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. 2A fi43A 14 ATLANTIC BEILDI DEPT. mate. 2./14r't 014 Receipt. 00,33984 .fir BUILDING AND ZONING INSPECTION DIVISION cITY of ATLANTIC REACH ATLANTIC Ie[AC11. rLOnlnA e1117111 APPLICATION FOR MECHANICAL. PERMIT IMPORTANT — Applicant to complete all items in sections 1, 11, 111, and IV. 1.LStreet Address! OCATION Of Intersecting Streelst Between And IUILDING Sub•di.isien 11. IDENTIFICATION -- To be completed by all applicants In cont;deret on of perm;t g3,.en ter doinrf the weft at described in the above statement we hereby arlras to perform said wet{ in eccordnncn .;1h the ettachpd plant and specifications which ere a pert hereof and in eeeordance with the City of JaCjlonville ordinenees and standards of gocd p•ac6ce 1;11ed therein. Nom* •1 Mechanical C Str4T� Gnfretlere C••lrecler (/viral) �,� � t4tj�C Mallet �/� _ Co /b News el Property Owner SipaNre of Own• signature of or AwNte.i,ed Aqe Arahfbel or Engineer M. CEN"* INFOR , T N . r A. TWO of k"14*ei: �. IS OTH[II OI NS Oft SITE •LrINd bQNt 0y„ ` ��^c THIS •UI101N0 011 SITE Q bet—O V D Natural ❑ Centfol Utility IF OIV[ NUM/[ IUCTION O Oil PERMIT "j f � 9Yom' 0 IV. NOCNAMr-11 IQUI?MtIHT TO SII INSTALIAD NATurii OF wOnK I f r"Ie cemplels IN1 of cempeMenh en ►act of All fernsI Residential or rj Commetelitl Hast ❑ Space ❑ Raca»•d �C.nfwl O Roar New Iluilding Iff"A:r Caoeld IP69: ❑ Poet" C•efr.f I) Exlellnp 8uilding H Bels Sy.►..et 1.1.t"IQ'lhtdwno►.. ( a� U nitpiscemenl of existing system Meemtt lm cap•clty - il.w t.l.rn. �New Installation(No syelem previously Inststlnd► ❑ 11.0I4te,t* :ow U Extension or add-on to existing system Q Coaling bwwt Cep tc1 ❑ other -- specify _ Q Ciro epAn1l«tt Numleor of Made -- Q Elevetel ❑ Merslifl ❑ bulafsr tlwss►bN) �L.� THIS SMC! 0001 011'108 UN ONLY ❑ 64eoli0a prmpt_ (numbor) I +I [] Teuke (number) Romans Q 11G o.tthi {nvinbat) ❑ Unfi+el pewwrs ra«at C] 50"v Permit Apiereved oa1+ C] other -- Spedfy ►ermlf e•- LINT AM EgUIPMENT AM CONIXTIO NC AND REFRIGERATION EQUIYMIENT Kutn!>,►r Vtdtta iDeecrlptba me"NumMe w►nuh►oturar (IbsA) CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERAIt��;l—NF , ENS:, .. ,.. .t; .. EQ�" t01 , Permit Number: 19325 Address: 1518 RICHARDSON LANE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 8 Proposed Use: SINGLE FAMILY Lot(s):N1/2 Block: 15 Section: Square Feet: Subdivision: DONNERS Est. Value: Parcel Number: Improv. Cost: z wa Date Issued: 12/08/1999 Name: BEACHES HABITAT Total Fees: 53.50 Address: P. O. BOX 50939 Amount Paid: 53.50 JACKSONVILLE BEACH, FL 32240 Date Paid: 12/08/1999 Phone: 904)241-1222 Work Desc: INSTALL 11 NEW FIXTURES B & G PLUMBING PERMIT 53.50 I i 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. C $53.5014 Date: 12/09/99 01 Receipt: 0017217 CHECKS 33420 ATLANTIC BEACHUILDIN PT. 00100003221000 CITY OF ATLANTIC BEACH APPLICATION FOR PLZTPoMING PERMIT JOB LOCATION : /,6/8, R 1 G/-/nez S a^l S 7"2EfT OWNER OF PROPERTY: BEAC 11,C-S IJAC i 1aT TELEPHONE NO. PLUMBING CONTRACTOR is d'G PC,a& zz-, Ei : CONTRACTOR' S ADDRESS : 1399 -2 (364CP 6 tyo STATE LICENSE NUMBER: CicG 0 225 93 TELEPHONE : ZZ3 '3S 8S HOW MANY OF THE FOLLOWING FIXTURES INSTALLED I SINKS SHOWERS Z LAVATORY f WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS Z CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS 1 SEWER WATER REPIPE OTHER TOTAL FIXTURES : x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- 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 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904 ) 247-5834 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 I PERMIT INFORNI T[ON LQCATION'`fNFORM%tTION Permit Number: 19085 Address: 1518 RICHARDSON LANE Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 8 Proposed Use: SINGLE FAMILY Lot(s):.W/2 Block: 15 Section: Square Feet: Subdivision: DONNERS Est. Value: Parcel Number: Improv. Cost: 47,754.00 --­QWF4EWZ WFORKAT[ON Date Issued: 11/04/1999 Name: BEACHES HABITAT Total Fees: 2,055.66 Address: P. O. BOX 50939 Amount Paid: 2,055.66 JACKSONVILLE BEACH, FL 32240 Date Paid: 11/04/1999 Phone: (904)241-1222 Work Desc: CONSTRUCT NEW HABITAT HOME - HSF 1066 _ CQI�TI,.... _rt g *� 1F _ _. ._ .. .:��= ._..�w�. PPE JOHN WIELAND HOMES OF JAX, INC. PERMIT 0.00 WATER IMPACT FEE 350.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 85.00 RADON GAS-H.R.S. 5.06 jRADON CAB 5% 0.27 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 4.80 SCHARGE/ATL.BCH. 0.53 ectr`an�=lT � ' I �I 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. I Operator: CHERYLE C- Date: 11/09/99 01 Receipt: 0009884 AT C BEACH BU DING DEPT. Total payment $2055.66 t CITY OF ATLANNTTIC jqAC9 PERMIT CALCULATION' SHEET Address Clf/f/I-pSO,-{ 4ffN'/v Date Heated Square Footage W(j per Sq it = Garage/Shed per sc it = Carport/Porcr LeC.i (a J Der sq it Patio C,' �i - L) per sq it t. TOTAL VALUATION : - Z7/7 � Z, 754 /S. Total Val at_on 1st001 S 0 v S yo G'v Remai nine Value S57 ger thousand or portion ttereo_ TOTAL BUILDING FEE S E1CCi`(�l + 1/ 2 Filing Fee s ) Firepiaces @ S15 . 00 —� — BUILDING PERMIT FEE S C�Ei�f�J— WATER IMPACT FEE S� 3 S 0, SEWER IMPACT FEL S 1-0 WATER METER/TAS S CAPITAL IMFROVEMFNT S_ 3 2 j-y L SEWER T- a Y04 CO RADON ( HRS ) C050 SECTION H PAVING i 5 "y HYDRAULIC SHARES S "� CROSS CONNECTION S C�C� 10610 SURCHARGE . 00 SO - OTHER S GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical Plumhing Electric/New Electric/Temr. : Swimming?ool Septic Tank ; Well ' Sign Finish Floor Elevation Survey Other CALCULATIONS and/ or NOTES : ]Y $CR TY EIPBlock # Section # 1999 Subdivisio ! �L` �/ L�'�PS h C,il of Aflan-dc Street orAddresse � I 'Ii�'N OF WORK (If in a FLOOD HAZARD Flood Zone: X area complete page 3) Brief Description / �/9R, wC'5 Class of Work: New Remodel/Addition: ZONING INFORMATION Type of Construction: Zoning Proposed/ District: Use: ! Estimated Value $ 3jI00a60 Exceptions or Variances MaterialsJ, ,5 Granted: 0nd or Filled �• : Roof: Method of Heating:� ,�+G OWNER INFORMATION Property Owner: eHe " Phone: 7 Mailing Address Zip: CONTRACTOR � INFORMATION � Contractor:\7MW L j(L�� JU�1 VAX Phone• G'7 J �j41 0 Mailing Address: ( U -L14 x �;L Zip: . Expiration STATE LICENSE NO: �C, CIV Date: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPOPTJNG DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature_ DATE �o.-�-- / _ 91 ✓ Contractor Signature � DATE 10— z:5 — / SWORN TO AND SUBSCRIBED BEFORE ME BY THIS;D+i'\- DAY 0 F199c) �! L6�_' �pf s<o CHERYL lvry Y�'ilL1AM5 �� NOTART O MY Cpmm EV,7114/2003 NOTARY PUB C Puauc Na,CC 854 756 i t r.so�r�yn wn ;Omrt D. Jo -47 9 9 LOT T1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #i Dense 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. RECOMMENDED CAMBER 1/4" AT MIOSPAN BETWEEN BEARINGS. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS &24.00" OC, 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7' - - ii' —7' W4X8 W X W4X T 12 T 5p n) m m m T� W2X10(B5R) "W2XlO(B5R) W1.5X4 W3X7 HS2512 W1.5X4 25' �+-2 25 2 —� 7' - } 11' 7' 428# 428# Rv-1903/ U-930/ W-3"8 Rv-1903# U-930# W-3"B PLATE-WAVE TPI95 TPI-95 STD) QTY= 2 PLIES= 1 TOTAL- 2 REV. 18.2c4 SCALE =052669 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIgE EXTREME CARE 1 1 3/96 TC LL 20.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HAWIING, ERECTION AHo DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN r TC OL 7.0 PSF DATE 12/07/78 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREIENTS. UNLESS OTHERWISE INDICATED, TOP °`A23 9JBC DL 10•0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOODSHEATHING, BOTTOM CHORD BC LL 0.0 PSF JOM CONNECTORS PER DRAWINGS 130. 150[ 160A-F. DESIGN STANOAR05 WITH PROPEILY ATTACHED RIGID CEILING--SEE i T A T E 0s CONFORM WlAPPLICABIE PROVISIONS OF NOS[TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) F37 PROPTOT.LD. 37.0 PSF 0/A LEN. 25ER �'�<OR tO oa SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS j T a�`�� DUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ...GS �''t r1 "--TOT � TRIICC PI ATF TNGTTTIITF wm- 1001 NATTMIAI f1G—N CPFPTFTPATT(MI FM Wrn PM T-17— SPACING See above TvpF ••l uS a4GP�g0M Zn� E X48 IG 9 N"" FOGS' BY SHE ALPIN SBOp O Fi pAON PAEPAREOFl MEANWI KIN 0 5 p PSE' p0" pC TH . IS DWG• 15.00 pOOEO $0 OL NS X24. MPN1* �G' 4ol WI 100 NOAl PUPA WINQ SCO AI 10 gRA EO OL OF 0Y •PAOPEAI Y A 10P GKOaD i0 gE T T i2 2X4 SP *2 N' w A0 2X42 Neese G Ai 24" 0.0' 3P NOR S 2X 5P X13 LAi 8oA OMA�HI�p. WES iINU0U5 T CEDING 01.ACNEO t0 THE A AIGI E PAOPEAI. MUST 0 9 " WAX5 tR) W2X5 tA11 12 W1 5X3 2 W.3'8 5 W3X4 U•540 p�s103611 W3%4 25 , W?.%,5 1 25 SGA of 00'669 Z r-4 PSE gs oy i98 20 • SF }ATE 12 j 1 2 0,540* F ORWG J� 6 TOIA�x 2 g1/ 3j�8 TC S� 14 Q PS 5 A„>1o3 QTY` 2 P1�lpfo INS. E�GTIa+GOE l w, G IN N" Pl. SEE TNTS AANINE H1B_91 6y PEPM�NENT SEG, TGP TQT .t,. A •21 g5 STS Eµ�'1NEEPE5poN9E FOS of Ny �CTjppl SGNAE s5 V PN19„"^" MTT +bFLOPTQ, pUF•F A� .�" TPI" �EPTNE FE FOR uN E y y? r� SEEoj BE LTFTLATTGN'�ey tPl. �IPENENTS• 5E EATEASNING.��I SEAQ,`` r .+a�_�^t•tt GF TNESE l,F NITN�Et Io RSOF TN app 9Nu.6 P•yMGCF o FI61D fGP P` VE TP GEvI'Mp1� t OTS'S$ I W GTGF+t0 E PDSTT NI NT KILN A NTE klji SSNA1GOPy Gf TN15 rEAFfT tAA��-1pAI TNIS IN V.STEEL n� F�9.UPE�i NN�GTOF5.1.4 T -�pPl.��o TN f5.aE51 eNGI ..e �N LEIHE I S EFFG<T��T� Job: 8-4 7 9 L 0 T T THI DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP M2 N 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP 43 WIND TC OL - 5.0 PSF, WINO BC OL - 5.0 PSF. IN LIEU OF RIGID SHEATHING: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1]' 3' 11' W4X5(RJ V4X T T p 5 W1.5X3 W].5X3 v v W2X6(A S) �QX6(Afl W3X7 W5X4 25' �-2 25' 2' ---� RY-1036# U-540/ W-3"8 Rv-103611 U-540/ W-3'8 TAG = T3 SEG = 52415 PLATE-WAVE TPI95 TPI-95 (STD) OTY= 2 PLIES- 1 TOTAL- 2 REV, 18.2c4 SCALE =0.2669 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 1 1/ 3/98 TC LL 20.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANDtt--ffDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY WAGING. SEE HIO-91 BY TPI. SEE THIS DESIGN T TC DL 7.0 PSF DATE 12/0798 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05TOO BY TPS. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE If' ALPINE CONNECTORS ARE MADE OF 2GGA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 23197 �1k BC DL 10.0 PSF DRWG A445 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130, 150 i 15OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE a TA T E Of CONFORM W/APPLICABLE PROVISIONS UN NOS C TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER <OgtOF TOT,LD. 37.0 PSF OSA LEN. 25 SEAL ON THIS DRAWING APPLIES TO Teff COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'j o��� JOUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. � � S .--TOT . TOIMC 0 arc TUCTTT11TF — 4004 NATTn AI TIFCTCY CO-FTPATT MI OM�r QTO mYTnu SPACING 24.0" TYPE h I I)S Jot): 8-4799 LOT T4 THIS WG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND. 15,00 FT MEAN HGT. SBCCI. BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2X4 SP #3 WIND TC OL - 5.0 PSF. WIND BC DL - 5.0 PSF. IN LIEU OF RIGID SHEATHING; A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24,00" OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 12'6" 12'6"T 12 -� W4X4 F 5 W1.5X3 W1.5X3 rn iP m Nn uI iW2X6(Al) W2X6(AS) _ __08'1' W3X7 W3X4 25' L--2. T 25. 4— z. �1 RV-1036# U-540# W-3"B Rv-10360 U-5400 �W-13"8 TAG = T4 SE? = 52419 PLATE-WAVE TPI95 TPI-95 STD QTY= 12 PLIES= 1 TOTAL- 12 REV. 18,2c4 SCALL =0.2669 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE TC LL 20.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND ^ \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T TC OL 7 .0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST66 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE p ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMEHTS. UNLESS OTHERWISE INDICATED, TOP ♦23i9'� A BC OL 10.0 PSF DRWG A446 GR 5 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION. LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 18C LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130, 150 C S60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE e A I E' : TOT.LD. 37.0 PSF 0/A LEN. 25 CONFORM M/APPI,7CABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91! FOR PROPER <op t0 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �''f r "p LUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CANTRACTOR. sS OA!`TA1f. 0A /l^ Job: (8-4799) LOT Ji THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WINO, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC OL AN 5.0 PSF, WIND BC OL AN 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING: REACTION OF 156.39. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-156# NAILED 11'0"6 in in Nn5 C� m "W2x4(ai) vT 8'1"2 7'1"B -� -----2 7' Rv-403# U-250# W-3"S Rv-70# U-200# NAILED TAG = T9 SEG 5242 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 14 PLIES= 1 TOTAL= 14 REV, 18.204 SCALE -0.7320 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 1 S J 3/98 TC LL 20.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND �] pDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN T TC DL 7.0 PSF DATE 12/07/98FAIURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL 1ECTING ASTN GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP °��23 9� !A BC OL 10.O PSF DRWG A4A6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130. 150 i 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE e T A TE CT CONFORM W/APPLICABLE PROVISIONS OF MOS t TPI. AN ENGINEER'S ALPINE IECHNICAL UPDATE (7/1/91) FOR PROPER '� ZOR1O'v TOT.LD. 37.0 PSF 0/A LEN. 7 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 IN OWLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. Nits _AS -- r„• - I- — ..,.....— — - ."...,..M...1-1-- ISPAMNri ?4 n' 1TV0 rinPr JO —47 9 LOT THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WINO, '15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING: REACTION OF 98.58. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. RV-990 NAILED 10'2"6 in in fU 12 fU 5 �J' W2X4(A1) T 4.1 8'1"2 5'1"8 2' 5' Rv-3391 U-23011 W-3"B Rv-4411 U-200/ NAILED TAG = T6 SEO = 52427 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 8 PLIES- 1 TOTAL- 8 REV, 18.2c4 SCALE -0.9207 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES AEOUIiE EXTREME CARE TC LL 20.0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING, ERECTION AND It/ 3/98 n i\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T (gyp, TC OL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST58 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE "T IF1C_'gG-+M O� 10.0 (ALPINE CONNECTORS ARE WAGE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP TS 42 9 14 BC OL 1 O•O PSF DRWG A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF QDRD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE S T Ai E 0'F CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER ���<OgIO'' TOT. 37.O PSF 0/A LEN. 5 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Cf. A..N� DUR.FAC. 1 .25 1N ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. TS� �,fjZ [SPA- I E CING (� •--TOT " TRIIGC PI ATF TNOTTTIITF NDC " 4001 NATTTINAI. DFCTrN COFPTFTIATTTIN FILO WWII rMQTQ1 TTTMJ SPACING 24.0" TYPF SD@C ,. JO -4 99 T J3 THIS DWG. PREPARED BY THE ALPINE JOB OESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC DL - 5.0 PSF. WIND BC DL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING; REACTION OF 27.62. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-28# NAILED 9'4"6 12 5p 2X4(AS) Q 8'1"2 3'1"8 2 3' Rv-288# U-220# W-3"B Rv-17# U-200# NAILED TAG = T7 SEQ = 52432 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 8 PLIES- i TOTAL= 8 REV. 18.2c4 SCALE -1 .2405 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 1 i 3/9 8 TC LL 20 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING, ERECTION AM n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTBB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE °Ilk. O� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL FETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP oA g2919� !A 8C DL 10 .0 PSF ORWG A445 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD. BC LL 0 .0 PSF JDM CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE 6 T A T E 01= CONFORM W/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER <OR.0°e,' TOT.LD. 37.0 PSF O/A LEN. 3 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS o w ` r�' A»0' DUR.FAC. 1 .25 - IN ONLY, ANO SHALL NOT SE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. sperTNr, pe n" TVoC' c;npr j" Jot): (8-4799) LOT J4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N AN UPLIFT REACTION OF -1650 OCCURRED ON A BOT CHORD 2x4 SP 02 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 02 N 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM WINO TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. REACTION OF 334.78. IN LIEU OF RIGID SHEATHING: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. TW2X4(Al) XT 8'6"6 OT m 12 5 G;- 8'1"2 f'1"e 2 Rv-3700 U=2700 W-3"B Rv-3cOh-f65iw20MIUM LED TAG = T8 SEQ = 52436 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 8 PLIES= i TOTAL= 8 REV. 18.2c4 SCALE =1.8460 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF t XIMPORTANT*x SHALL NOT BE RESPONSIBLE FORANY A RN I N G IN HANDLING, ERECTION ANo 1 1/ 3/98 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN cT t TC OL / .0 PSF DATE 12/07/98 FAILURE TO BUILD THE TAWS IN CONFORMANCE WITH QSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREIENTS. UNLESS OTHERWISE INDICATED, TOP �A j2239� A BC OL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130. ISO 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE s T A r E o•r „ CONFORM W/APPI ICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE JECHNICAL UPDATE 17/1/971 FOR PROPER �E�coq do ca TOT.LD. 37.0 PSF0/A LEN. 1 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS f o�`�r� DUR.FAC. 1 .25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, tai . . ."_ . . .,... .., «.�. ­PVCT..TT,,,,CM" rrweTC,Y•TTMI SPACING 24.0" ITYPE spec JD b: -4 79 9 LOT J5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #R2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** SOT CHORD 2x4 SP #2 N WEBS 2x4 SP #R3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, OPEN BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL - 5.0 PSF, WIND BC OL a 5.0 PSF. LOAD CONTINUOUS LOADS LOAD CONC. LOADS CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM 0 T 54.0 54.0 0.0 12.7 0 T -331 3.5 REACTION OF 350.15. 0 8 20.0 20.0 2.8 12.7 0 T 55 6.3 1 B 1.8 1.8 2.8 12.7 0 T 197 9.1 IN LIEU OF RIGID SHEATHING,, I T -101.1 -101.1 0.0 2.8 0 B -39 3.5 TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. I T -89.2 -89.2 2.8 2.9 0 B 35 5.3 1 T -74.4 -74.4 2.9 9.7 0 B 88 9.1 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 1 T -89.2 -89.2 9.7 12.7 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PRggEQ�y# NAILED -33 i 55 197 1'5"7 2'9"15 ---- -- 2'9"15 -- -----2'9"8 m � �- 9'10"13 - W3X4 W3X3 m 3.54 p in m ~ W2X4(A1) vT 1 1 W1.5X3 10'2"5 -- 2'9'15 9'10'13 1'5'7-��----2'9'15 2'9'15 2'9`8 -39r1 354 88 Rv-3701 U-20011 W-4"15 Rv-350# U-200# NAILED TAG T5 SE? = 52440 PLATE-WAVE TPI95 TPI-95 STD OTY= 4 PLIES= 1 TOTAL= 4 REV. 18.2c4 SCAL =0.5915 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE i 1/ 3/98 TC LL 20.0 PSF REF t *IMPORTANT**SHALLNOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC DL 7.O PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` III,,�ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP A23 9� A BC OL 10.O PSF ORWG A446 GR 8 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE 9 r A i E 0s; TOT.LO. 37.0 PSF 0/A LEN. 91013 CONFORM W/APPLICABLE PROVISIONS OF NDS B TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1191) FOR PROPER �.�<oR V. SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A.COPY OF THIS �',l o��''r"� �' DUR.FAC, 1 -25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. -.•c-uu rnAn r. r� *--TPI . TRIKC PI aTc TNCTin rtc -- ----------------- CR L c_ Z` / r Sy J S=+ N es • E1 � s C C LO O � 4, r vitt f) r. DESIGNER: JDM HOLME'S LUMBER JOB # 9-2216 DATE: 29-9$ � CT BERHABITAT c BEACHES CHK, BY: TRUSS CO. PROJECT: REV.. 6550 ROOSEVELT BLVD. PLAN # T LJS 9-7--99 JACKSONVILLE, FL 32244 ! �/lvf �{ PHONE (904) 772-6100 FAX (904) 772-2973 jC. t Vff-- /7r'/7I I C.lur-le? This instrument Prepared By- Boob 9406 Pg 2161 NameU�� Address . Permit No. Tax Folio No. NOTICE OF COMMENCEMENT STATE OF �"G'� ''� COUNTY OF WCL THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement, 1. Description of property: (legal description of property, and street address if available) ,,L�',fj! 4iVit/�2?�S 9 // G9/= 2. Genera description of improvement: / 3. Owner informationa. Name Name and address: © X U. Interest in property: le'6 c. Name and address of fee simple Litleholder (if other than owner): 4. Contractor: / a. Name and address: T /G G/t�c/L� 176,Je�_5 b. Phone number: ��.— �� �b J , ,(lv�►�IE�T ��'�� c. Fax number (optional, if service by fax is acceptable): z Z 5. Surety a. Name and address: b. Amount of bond $ Bk: 9406 c: Phone number: Pg. 2161 d. Fax number (optional, if service by fax is acceptable): Doc# 99224076 Filed 8 Recorded 09/08/99 G. Lender09:23:10 A.M. a. Name and address: HENRY W. COOK b. Phone number: CLERK CIRCUIT COURT DUVAL COUNTY, FL c. Fax number (optional, if service by fax is acceptable): REC. $ 6.00 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided in section 713.13(1)(a)7., Floii a Stat © '( 5'b?32, d a. Name and address: �//�x �C —�Z� . b. Phone number: c. Fax number (optional, if service by fax is acceptable): 3. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a. Name and address: 1\/4 b. Phone number: c. Fax number (optional, if service by fax is acceptable): g. Expiration date of notice of commencement(the expiration date is 1 year from the date of recording unless a different date is specified) LAA 14/ ( l_t1G_/!Lr— I x < c r{ J nPT 51999 O City of M,lantic Beach Bniidin,; land Zoning jr , , _ All/ O l c j� `1 r I 1'7 ,,;,,>��� o �ol, f�Pl�0` BEACHES HABITAT HVAC LOAD ANALYSIS for Beaches Habitat P.O. Box 50939 Jacksonville Beach, FL 32240 REL L.,y Y1 IL' I V (I "'e r' 5 1999 City of Atlantic Beach Building and Zoning NK%HV ( WAC LOADS Prepared By: Andy Bryan Ocean State Heating&Air conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 (904)249-8251 3-5-99 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach,FL 32266-1798 3-5-99 Page 2 Project Summary Project: Beaches Habitat Company: Ocean State Heating &Air Conditioning I Client: Beaches Habitat Representative: Andy Bryan Address: P.O. Box 50939 Address: 1476 Atlantic Boulevard City: Jacksonville Beach, FL 32240 City: Neptune Beach, FL 32266 Phone: (904) 241-1222 Phone: (904) 249-8251 Fax: Fax: (904)249-8949 Design Data -- Project Name: Beaches Habitat Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 Building,Loads Total heating required with outside air: 23,326 Btuh 23.326 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,898 Btuh 15 % Total cooling required with outside air: 19,767 Btuh 1.647 Tons (based on sensible+ latent) 1.826 Tons (based on 77% sensible capacity) i Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. j I I Friday,September 10, 1999 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach,FL 32266-1798 3-5-99 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quart Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 130 4,241 0 6,243 6,243 10D Door Wood Solid Core 38 787 0 430 430 12C Wall R-11 + 1/2" Gypsum(R-0.5) 980 3,968 0 2,168 2,168 16G Ceiling R-30 Insulation 1,066 1,583 0 1,583 1,583 22A Slab on Grade No Edge Insulation 146 5,321 0 0 0 Subtotals for structure: 2,360 15,900 0 10,424 10,424 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,110 0 1,535 1,535 Infiltration: Winter CFM: 127.7, Summer CFM: 56.8 168 6,316 1,978 1,310 3,288 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: i 16,869 Temperature Swing Multiplier: X1.00 Building Load Totals: 23,326 `2,898 16,869 19,767 Check Figures Total Building Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 Building loads Total heating required with outside air: 23,326 Btuh 23.326 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,898 Btuh 15 % Total cooling required with outside air: 19,767 Btuh 1.647 Tons (based on sensible + latent) 1.826 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I I y i I I I Friday,September 10,1999 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. 1 Ocean State Htg&A/C Beaches Habitat f Neptune Beach,FL 32266-1798 3-5-99 _ Page 4 System#1 Summary Loads Component Area Sen. Lat. Sen. Total , Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 130 4,241 0 6,243 6,243 10D Door Wood Solid Core 38 787 0 430 430 12C Wall R-11 + 1/2" Gypsum(R-0.5) 980 3,968 0 2,168 2,168 16G Ceiling R-30 Insulation 1,066 1,583 0 1,583 1,583 22A Slab on Grade No Edge Insulation 146 5,321 0 0 0 Subtotals for structure: 2,360 15,900 0 10,424 10,424 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,110 0 1,535 1,535 Infiltration: Winter CFM: 127.7, Summer CFM: 56.8 168 6,316 1,978 1,310 3,288 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 16,869 Temperature Swing Multiplier: X1.00 System Load Totals: 23,326 2,898 16,869 19,767 _ I Check Figures Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 i System Loads Total heating required with outside air: 23,326 Btuh 23.326 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,898 Btuh 15 % Total cooling required with outside air: 19,767 Btuh 1.647 Tons (based on sensible + latent) 1.826 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I I I 1 i I l Friday,September 10,1999 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C # Beaches Habitat Neptune Beach,FL 32266-1798 3-5-99 Page 5 Room Load Summary Reports System#1 Room Load Summary i Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Master 176 5,505 72 0-0 0 3,594 884 164 1.00 164 164 Bedroom /Bath 2 Bath 2 100 2,250 29 0-0 0 2,101 212 96 1.00 96 96 3 Bedroom 137 2,195 29 0-0 0 2,054 407 93 1.00 93 93 3 4 Living 233 6,519 85 0-0 0 3,328 647 151 1.17 177 151 Room 5 Dinette 105 3,054 40 0-0 0 1,209 235 55 1.30 72 55 6 Kitchen 98 1,284 17 0-0 0 2,350 106 107 1.25 134 107 7 Bedroom 217 2,519 33 0-0 0 2,233 407 102 1.25 127 102 2 - --- --- - — - ------ System 1 Totals 1066 23,326 303 16,869 2,898 767 861 767 j Main Trunk Size: 12x12 in. System#1 Cooling System Summary i Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.647 85%/15% i 16,869 2,898 19,767 Recommended: 1.826 77%123% 16,869 5,039 21,908 System#1 Equipment Data Heating System Cooling System J i i i i Friday,September 10,1999 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Beaches Habitat Builder: Beaches Habitat Address: Permitting Office: City, State: , FL 32250- Permit Number: Owner: Jurisdiction Number: Climate Zone: North I. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 100.0 kBtu/hr - .I 3. Number of units,if multi-family 1 _ SEER: 10.00 - 4. Number of Bedrooms 3 _ b. N/A - 5. Is this a worst case? No 6. Conditioned floor area(ft2) 1066 ftz c. N/A - 7. Glass area&type _ - a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 130.0 ft2 _ a. Electric Heat Pump Cap: 100.0 kBtu/hr - c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 - d. Tint/other SC/SHGC-double pane0.0 ft2 b.N/A _ 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0,146.0(p)ft _ c. MA _ K N/A _ - c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0,980.0 ft2 _ EF:0.92 _ b.N/A _ b. N/A _ c. N/A _ - d.N/A _ c. Conservation credits - e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1066.0 ft2 _ 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,25.0 ft RB-Attic radiant barrier, b.N/A J MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as-built points: 16762.00 PASS SS Total base points: 17597.00 I-1 hereby certify that the plans and specifications covered Review of the plans and z8 by this calculation are in compliance with the Florida specifications covered by this yo4 Es 9��0 I Energy Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Andy Bryan Before construction is completed DATE: this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 nv compliance with the Florida Energy Code. Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: EnergyGauge®(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Third Avenue South,Jacksonville Beach, FL, 32250- 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 1066.0 33.05 6342.5 Double,Clear N 1.5 4.0 6.0 19.22 0.88 101.4 Double,Clear N 1.5 6.0 15.0 19.22 0.94 270.6 Double,Clear W 1.5 6.0 15.0 36.99 0.91 506.7 Double,Clear E 1.5 6.0 15.0 40.22 0.91 550.7 Double,Clear E 1.5 6.0 15.0 40.22 0.91 550.7 Double,Clear S 1.5 6.0 20.0 34.50 0.86 590.7 Double,Clear S 6.0 6.0 20.0 34.50 0.52 359.2 Double,Clear W 1.5 4.0 9.0 36.99 0.81 270.9 Double,Clear W 1.5 6.0 15.0 36.99 0.91 506.7 As-Built Total: 130.0 3707.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood,Exterior 11.0 980.0 1.70 1666.0 Exterior 980.0 1.70 1666.0 Base Total: 980.0 1666.0 As-Built Total: 980.0 1666.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 6.10 231.8 Exterior 38.0 6.10 231.8 Base Total: 38.0 231.8 As-Built Total: 38.0 231.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1066.0 0.60 639.6 Under Attic 30.0 1066.0 0.60 639.6 Base Total: 1066.0 639.6 As-Built Total: 1066.0 639.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 146.0(p) -37.0 -5402.0 Slab-On-Grade Edge Insulation 0.0 146.0(p) -41.20 -6015.2 Raised 0.0 0.00 0.0 Base Total: -5402.0 As-Built Total: -6015.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1066.0 10.21 10883.9 1066.0 10.21 10883.9 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Third Avenue South,Jacksonville Beach, FL, 32250- PERMIT#: BASE AS-BUILT Summer Base Points: 14361.8 Summer As-Built Points: 11113.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 11113.8 1.000 1.089 0.341 1.000 4130.3 14361.8 0.3573 5131.5 11113.8 1.00 1.089 0.341 1.000 4130.3 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Third Avenue South,Jacksonville Beach, FL,32250- 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 1066.0 9.76 1873.7 Double,Clear N 1.5 4.0 6.0 14.30 1.01 86.3 Double,Clear N 1.5 6.0 15.0 14.30 1.00 215.1 Double,Clear W 1.5 6.0 15.0 10.77 1.02 165.3 Double,Clear E 1.5 6.0 15.0 9.09 1.04 141.2 Double,Clear E 1.5 6.0 15.0 9.09 1.04 141.2 Double,Clear S 1.5 6.0 20.0 4.03 1.12 90.1 Double,Clear S 6.0 6.0 20.0 4.03 2.73 220.2 Double,Clear W 1.5 4.0 9.0 10.77 1.05 102.1 Double,Clear W 1.5 6.0 15.0 10.77 1.02 165.3 As-Built Total: 130.0 1326.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood,Exterior 11.0 980.0 3.70 3626.0 Exterior 980.0 3.70 3626.0 Base Total: 980.0 3626.0 As-Built Total: 980.0 3626.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 12.30 467.4 Exterior 38.0 12.30 467.4 Base Total: 38.0 467.4 As-Built Total: 38.0 467.4 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1066.0 1.20 1279.2 Under Attic 30.0 1066.0 1.20 1279.2 Base Total: 1066.0 1279.2 As-Built Total: 1066.0 1279.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 146.0(p) 8.9 1299.4 Slab-On-Grade Edge Insulation 0.0 146.0(p) 18.80 2744.8 Raised 0.0 0.00 0.0 Base Total: 1299.4 As-Built Total: 2744.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1066.0 -0.59 -628.9 1066.0 -0.59 -628.9 EnergyGaugeO DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Third Avenue South,Jacksonville Beach, FL, 32250- PERMIT#: BASE AS-BUILT Winter Base Points: 7916.7 Winter As-Built Points: 8815.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 8815.3 1.000 1.107 0.487 1.000 4751.9 7916.7 0.5340 4227.5 8815.3 1.00 1.107 0.487 1.000 4751.9 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/RaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Third Avenue South,Jacksonville Beach, FL, 32250- PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.92 3 1.00 2626.61 1.00 7879.8 As-Built Total: 7879.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 5131.5 4227.5 8238.0 17597.0 4130.3 4751.9 7879.8 16762.0 EFP: ASS::] ZHE ST,9?�0�� F not 11 1 � a GpD WIE EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Third Avenue South,Jacksonville Beach, FL, 32250- PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.ft.door area. _ Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION _ REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. ___ Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 7806. 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 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =83.0 The higher the score,the more efficient the home. Third Avenue South, Jacksonville Beach, FL, 32250- 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap: 100.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? No 6. Conditioned floor area(ft2) 1066 ft2 c. N/A _ 7. Glass area&type _ a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 130.0 ft2 _ a. Electric Heat Pump Cap: 100.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 _ d. Tint/other SC/SHGC-double pane 0.0 ft2 b. N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 146.0(p)ft _ c. N/A _ b.N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,980.0 ft2 _ EF:0.92 _ b.N/A _ b. N/A _ c. N/A _ d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1066.0 ft2 _ 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) O�S?<LE SN), in this home before final inspection. Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: y Address of New Home: City/FL Zip: 'coD *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar'Mdesignation), your home may qualms 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: FLRCNA-200) CITY OF q Office of Building Official REQUEST FOR INSPECTION L� 99a Date ��— Q C1 Permit No. TimeA.M. Received Job Address Locality �1 Owner's { f�J _�' J J1� ..c -! Name' 'E' .� Contractor �'" 1- LDING— CONCRETELECTRICAL MBINGCHANCCA 4 Framing ED Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel Cl Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Frr, ay Pji 2 i A.M. Inspectio M d / 1 / . —r Inspector inal I r Certificate aV cu anc Date /n�1� ������ //CITY OF //�� ��_ 4&4a4C Beac/sL-�(�1'lklf Office of Building Official REQUEST FOR INSPECTION ((�� Rate Permit No. Time A.M. ReceivedP.M. qza� Contr ob Address Locality O �-j1 Na C C +R- r BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring Ci Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. (::Friday-) P.M. Inspection Made Inspector Final Certificat Occupancy ❑ Date //����//��O��,C // // CITY OF /n�&_d4 Office of Building Official REQUEST FOR INSPECTION t / Date � �� © � Permit No. P?0 957 �/ Time A.M. Received Job Addless z oc ity .r - Owner's Name Contractor UILDIN CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab Cl Temp Pole ❑ Top Out ❑ Heating Insulation Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made �f P.M. Inspector , r� Final Inspection ❑ Certificate of Occupancy ❑ Date �/�_� CITY OF 4&4m ' BwcA-49&U44 f Office of Building Official fir✓ REQUEST FOR INSPECTION Date Permit No. Time A.M. � Received / /, P.M. Job Add' ss Locality Owner's Name / v (vim c BUILD CONCRETE ELE CA PLUM MEC Footing ❑ Roug firing o Re Roofing ❑ Slab ❑ Temp Pole 01 Top Out .;�-�eatjng Insulation ❑ Lintel ❑ Final ❑ Sewer 'F7---Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. ThA.M.urs. Friday P.M. c� ' �- Inspection M e -P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date //fi�tt� ���,,"� //CITY OF 4&44z&4 BeaeK- Office of Building Official ��S REQUEST FOR INS CT ON zr Date ~rG 'mit No. � Time A.M. Received P.M. Job A dress orality, < Owner's Name Contractor BUILDING 1ICRET ELECTRICAL PLUMBING MECHANICAL Framing ❑ Fomrng ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ SlabTemp Pole ElTop Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mo Tues. Wed. Thurs. Friday ( 2 r A.M. Inspection Made © t ._.) PM. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date �t //CITY OF ` _ .,- 4&4054C Bea404-"f Office of Building Official REQUEST FOR INSP CTIfQi�l Date 1- P mit No. / Time . A.M. Received P.M. lt000l JL Job Ad ress Locality Owner's' Name Contractor��"`��� BUILDING CONCRET ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place C7 Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made P.M. Inspect Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF /���j/ fYt 4odw /3e4cA- Office of Building Official REQUEST FOR INSPECTIO Date L W V Permit No. 3 Time Received Job Address / ! Loality Owner's Contractor J15 4 cw 0, Zal J BUILDING 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 A.M. Mon. Tues. Wed. Thurs. Friday_ P.M. — �i' p d A.M, Inspection M e P.M. InspectorFinal Inspection ❑ Certificate of Occupancy ❑ Date CITY OF >A& ate-11 �- Office of Building Official REQUEST FOR INSPECTION .. i Date Permit No. Time A.M. Received —Pluf Job Ad ress �– ` � Locality � 1 Owner's Name ��C Q (( nact r t _ BUILDING CONCRETE ELECTRICAL PLUMBING�y MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ "-Rough '' ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel F- FinalEl Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION �_r_.. Mon. Tues. Wed. Thurs. (Friday 2- t r — A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF 4&4#44 Be404-LAK v Office of Building Official REQUEST FOR INSPECTION 1 Date ®� Permit No. Time Received P.M. Job Address Locality r � { Owner's Name Contractor BUILDING 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 f34J RE DY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. FridayP.M. a © A.M. Inspection a —P.M. Inspector " i' Final Inspection ❑ Certificate of Occupancy ❑ Date fert-firate actMccupancu ('Situ of Atlantic il=4 — Nloriba Bepartmeut of 'Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single ]FSmiBldg.Permit No. 19085 Group w,frame type Construction _Elf___ Fire District Atlantic Beach '± Owner of BuildingBeaches Habitat Addresk 0. Box 09 9 1AMonvIlle 13ack Building Address 1.51$ chaS•dson Lantocalityr antic. By; DCH C. F0'RD BuildinOfficial' Date: 4 POST IN A CONSPICUOUS PLACE