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1565 Richardson Ln (vault) JOB ADDRESS PROPERTY OWNER PERMIT NUMBER ,/ DA TE .r' INSPECTIONS: FOOTING SLAB 99 TIE BE,-W LINTEL NAILINGISHEA THING FRAMING/COVER INSULATION y7- Y- Q 91 FINAL BUILDING 7-a,7 CERTIFICATE OF OCCUPANCY el-27- ELECTRICAL l-27-ELECTRICAL PERMIT# INSPECTIONS ROUGH FINAL -07- 1 MECHANICAL PERMIT# I � � INSPECTIONS ROUGH C, r- 7- 9 FINAL PL UNIBING PERMIT# INSPECTIONS ROUGH/UNDER SLA TOPOUT la--7' WATERISEWER FINAL l 7— - NOTES: 4 `L CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 �r Application Number . . . . . 04-00028100 Date 5/11/04 Property Address . . . . . . 1565 RICHARDSON LN Tenant nbr, name . . . . . . INTERIOR REMODEL/KITCHEN Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 8700 Owner Contractor ----------- ------ ------- ------------- ----------- WOODS, JUANITA JOE W. MANGE 1565 RICHARDSON LANE 4579 LENOX AVE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32205 (904) 249-8490 (904) 786-9476 --------------------- ------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 75 . 00 Plan Check Fee 37. 50 Issue Date . . . . Valuation . . . . 8700 Fee summary Charged Paid Credited Due ------------ ----- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total 37 . 50 37 . 50 . 00 . 00 Grand Total 112 . 50 112 . 50 . 00 . 00 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 MROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PAR'S OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Cc: CITY OF ATLANTIC BEACH a �J � BUILDING / ZONING DEPARTMENT 9. 0Mr 800 Seminole Road j ra Atlantic Beach,Florida 32233 (904)247-5800 904 247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 0-( ' Property Address: ,5— r--a s LGA.. Applicant: J—b c-' Project: This permit application has been: Approved El Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: [1,14 JOB ADDRESS J PROPERTY OWNER PERMIT NUMBER_Z 7 5'3�z DATE -3 INSPECTIONS: FOOTING SLAB 4-8- 92 TIE BEAM LINTEL NAIL INGISHEA THING FRAMING/COYER UP (a -'T- 9 INSULATION -7- ,?- Q FINAL BUILDING -�'7- CERTIFICATE OF OCCUPANCY _;;?7_ Y91 ELECTRICAL PERMIT# 8'y INSPECTIONS ROUGH -7- V - FINAL -�?-0'7- MECHANICAL PERMIT# I S T 6 INSPECTIONS ROUGH 7- 9 FINAL PL UVJBING PERMIT# INSPECTIONS ROUGHIUNDER SLA - Z-y TOPOUT b r7- WATERNEWER FINAL 7- NOTES: f�Y xw CITY OF ATLANTIC BEACH is 800 SEMINOLE ROAD M ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 rr 1 ' Application Number . . 04-00028100 Date 5/11/04 Property Address . . . . . . 1565 RICHARDSON LN Tenant nbr, name . . . . . . INTERIOR REMODEL/KITCHEN Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 8700 Owner Contractor ----------------- ------- ------------------------ WOODS, JUANITA JOE W. MANGE 1565 RICHARDSON LANE 4579 LENOX AVE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32205 (904) 249-8490 (904) 786-9476 ------------------------------------------------- -- ------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 75 . 00 Plan Check Fee 37 . 50 Issue Date . . . . Valuation . . . . 8700 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total 37 . 50 37 . 50 . 00 . 00 Grand Total 112 . 50 112 . 50 . 00 . 00 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 24PROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ( � /Imk. BUILDING OFFICIAL CITY OF ATLANTIC BEACH D. rd � 1 BUILDING / ZONING DEPARTMENT CL. Higgin J 800 Seminole Road j � Atlantic Beach,Florida 32233 (904)247-5800 rt r;3 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 0-1 - ao ) OD Property Address: J G1 1�5- Applicant: J-0 ��'�k�t Project: C��1 This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: 4 Date: A,(to (td J r- s CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR INTERIOR REMODEL) Date: VY Job Address: ] Owner of Property: ), ),aA) (,,+ ,->> CQ�o y Address: h,0j/�L- AA Telephone: 13-0117 V-,Legal Description: Block Number: Lot Number: Zoning District: b2l(4' -',Contractor: II t7e I ) . 64A,--- (yi> State License Number: C QC by ZZ38I 13 `Contractor's Address: Telephone: Fax: ©Cf Describe proposed use and work to.be done: l� Present use of land or building(s): Valuation of proposed constru ion: 706, ` New electrical or increase in ervice? Add plumbing fixtures? A) O Add fireplace? ND Add heating/air conditioning? 010 Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. Please submit Building Permit Application,Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor, and two (2) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I hereby certify that all information /provided with this application is correct. Signature of Property Owner: Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 - Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/15/03 governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application (please print). Nam e: t11 A r��)c�� ,i:G Aic-► IfJ 2'ic-j Mailing Address: 00 a- 61 �1 1 Telephone:---7 g (e 'Y L{7� Fax: 7Y E-Mail:,7,UGE=00 �Net AS TO OWNER: Sworn to and subscribed before me this day of .20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of , 20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 - Fax: (904)247-5845 -http://www.ei.atlantic-beach.fl.us Page 2 Revised 1/15/03 JOE W. CO. rA 117 ,� • February 14, 2006 Juanita Woods 1565 Richardson Lane Atlantic Beach,FL 32233 RE: Permit#04-00028100 Dear Ms. Woods, I have gone through my permits and realized that we had not finalized your permit. Please contact me to schedule a time the City of Atlantic Beach can come out and inspect the work we did. If you have questions or I can be of service please do not hesitate in contacting me. Sincerely, Tina E. Jones Joe W. Mange Company vA 4 L_VD. SUITE #r; • JACKSONVILLE, FLU[ 32205 . (9U4) 7x36-9476 • F=F�n �_ � `,�CFItvG C'UNT��C;ICF ; i riT�i i�. '3u 1, L f LO c� i 0 N i CO CO i 15'4- -- �I T rn I; I --- 27'4 --- - I A P P R 0 V E D CITY OF AiLka,iC 6U-111BUILDING OFFICE LIVING AREA APR 4 20014 1 087 sq ft By. BUILDING, PL4NNING AND ZONING INSPECTION DEPARTWENT CITY OFATLANTIC BE4CH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested:,Z. emG�,� � �i ` ct Building Contractor : Building Permit Number : / y F_ddress : /565 t[c-�,c�-2C(_S'o., ''EJ z L e =1 De s c r i p r_i o r. . v Improvements to the above described property have been ccmpleted in accordance with the terms of the permit and is cer`ified to te ready for occupancy as 4 r Lowest Floor Elevation: '. _ required as burl BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DE? RTMENT DATE NOTIFIED DATE APPROVED BY i re A Public Storks 3 �- F n &wilding y-.3 �! 9 "a _ ILq (ftruffirate of ( �ccu �titx Mtu of Atlantic Ncac4 -- Nloribo Bepartment 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 Slagle��Ce Bldg. permit No. 1793 Group.f raYIl£= Type Construction S f a Fire District Atlantic Beach Beaches Habitat F, O. Box 50935 Owner of Building Addre s�, r FE 32240 aLo& J.—L.L c , Building Address 565 Ric ardsOn Lane Locality Atlantic Beach, FI. 32233 By: DON C. FORD x + I Building Offic I Date: t ;2 -7 l 444 i POST IN A CONSPICUOUS PLACE 00 o� (.;,rrttft.catt of Mccupattru Ctu of Atlantic Ntac4 — ariba Bepartment of +Nuilhing Jnspecttort 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 Family Residence 8idg. Permit No. 17934 Group W-frame Type Construction s f a Fire District Atlantic Beach Owner of Building Beaches Habitat AddresP• 0. Box 50939 J , FE Building Address1565 Ric ardson Lane LM ocality Atlantic Beach. FL 33 By: DON C. FORD Building Offici I Date: POST IN A CONSPICUOUS PLACE 13 � 6 � 'Z�- CITY OF /7 Office of B ilding Official f (y 7 REQUEST F R INSP IONm i G Date < Permit No. Time A.M. Received � RM. 5 � ddress / Lo ality Owner's Na BUILD CONCRETE ELE IC MECHANIC L Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab RE NSPECTION Thurs. iday P.M. Inspection Made � Inspector F' nspectiod o Occupancy Da e AAj CITY OF / ri&ot4-c 12�-QW'Lfiii(i Office of Building Official REQUEST FOR INSPECTION Date -9 - Permit Na Time M. Received M. Job Address Loc dity Owner's �( Name �6 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 READY FOR INSPECTION A. M. Mon. / Wed. /Thurs. Friday P.M. Inspection Made y _P.M. Inspector nspection nert,f,..t.ofOccupa Date FLOODPLAIN DEVELOPMENT INFORMATION Location:: T 1 /�j�/�i�Cr�✓ �''lr� r ff LIST Type of Development: ,4*i,4ylL-L-- 11.9.41 14 Flood Zone: X a Required Lowest Floor Elevation: If building is located within a flood hazard zone.a survey must be made AFTER THE SLAB HAS BEEN POURED,certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information bein_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 propose velo ment. sffp Z21—d- Date �'?�#77 Applicant's Signature za • d Department Use: l Required Lowest Floor Elevation fJ As Built Lowest Floor Elevation Survey Filed with Building Department t� Building Department Represent ive CITY OF r��i°�zutcc �eacl - �eanida 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 pproved:PERMIT NO.. ADDRESS Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF 800 SEMINOLE ROAD 1TLANTIC BEACH. FLORIDA 32233--;445 TELEPHONE[9041 247-5800 F.4.Y(904) 247-5805 NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspecticn has been C:.rnpleted an ?ac^_ of the folic—,j; ag addresses and _onsz_uct_oZ gate= is no longer needed: Permit Number Address Sincerely, Building Department n�/-_-�,- /nCITY OF //�j//�� _ 4&44 dC !3�-"}'I u-J4� Office of Building Official c/,/ REQUEST FOR INSPECTION Date ` I Permit No. Time A.M. Received P.M. Job dr ss ` t Locality Owner's " Name — —Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing L, Footing -I Rough Wiring F Air Cond. & ❑ Re Roofing ❑ Slab Temp Pole I Top Out Heating Insulation Lintel Final C Sewer J Fire Place C1 Pre Fab READY FOR INSPECTION (/��'j Mon. Tues. Wed. Thurs. Friday PP Ly A.M. Inspection Made / __�P.M. Inspector _ — Final Inspection ! ) Certificate of Occupancy I! Date 09/0911999 10:15 9042411252 DURDEN LAND SURVEYOR PAGE 01 MAP SHt7 VING BDUNDAR Y SURVEY OF., LOT 11, FRANCIS COVE REPLAT, AS RECORDED IN FLAT BOOK 52, PAGES, 49 AND 49A 07 THE CURRENT PUBLIC RECORDS OF DtJM COUNTY, FLORIDA, I L0T 5 LOT 4 LOTd h, •"' ddb°! � 5 DO E GD,00 �+ tt�✓f r;�y 6r,�.r arra dy AW i f o 14. �cx �c egg- AN ►'� JR Arad RIMARDSO N LANE � /o'A/Isy lotr'r��9,,f�jr.I6116+1j �tY.dli�y aj►�ibirw�i� Aa�eran NOTES : 11 mum"ARB"M ON TM MOUTH LM GF LCT 11 �4 A3 am N.Oa•36'OO"W.aY PLAT. n MAY SE fmamCT10N L21E8 OR Mom"TMT"MCr TNIE ro��rut'�iow"OR�wrr*x"��° m IN re" rueuc.r�cx�cs of Trilo - � 1999 1141 TI10M"M 1.M12 IN FLOOD ZONE"X"all FLOOD MAPS PEWSm 4M/66.,COlM UMMY PAMEL NO.120M 0001 D. n I beach Izo"�ing MA - Iia JACK90Wvl.LE EL.EICW AUrH0MTY 1-i+reWVrff- i-AVAW77a'✓s WZ-41 . 6uTWM PREPARED FOR TW 9ENEFfr OF: .�►�,'T•�T��f'Nvt��rNrTY ter= T.rE SURVEYORS ORS INC. A. Le 0645 H. BRUCE DURDEN, SR. PROFESSIONAL LAND SURVEYOR NO.1674 FLORIDA 7103 S(7t174-1 MOD STREET DATE: AUGUST 2, 1999 MCKSONW-LE BEACH, PLORM4 32250 scAa, I"m2 ' (944) 249-7207 JrAx' (904) 241-1Z,1Z rHtS IWAP OF _. _..__,.._..�...HAS THE ORIG Post W Fax Nate 7611 Date pey°n► ro from Co.1DopF. Ca oro ax# Fu i CITY OF �i�o Office of BuildiVSPEON I 7 ,+, REQUEST FOR I �' ` �S t�/ -7 Date — y 9 Permit No. v b Time A.M. / Q Received P.M. Job Address Localit Owner's ^ J N Contractor BUILDING,— — CONCRETE �Ei CTRIAL PLUMBING CHANICAL Framing Footing ❑ Rough ❑ Air Cond. & Re Roofing ❑ iab ❑ Temp Pole ❑ Top Out 19�Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M.— Mon. ues. Wed. Friday A.M. Inspection M e P.M. Inspector— Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH REC'ElVED. TREE REMOVAL APPLICATION 1 ' 1999 City of Atlantic Beach Building and Zoning All applications must be received by 5 P.M. on the MONDAY prior to the scheduled meeting in order to be placed on the agenda for consideration. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. 1. APPLICANT NAME ADDRESS TELEPHONE 2. 7 ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION el-Z_ 5. TOTAL NUMBER OF TREES TO BE REMOVED: 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: G` 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS.- NUMBER OLLOWS:NUMBER SPECIES DIAMETER (DBH) 8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a "X" h) All existing and new trees proposed to be used for mitigation clearly marked with brackets "[ ]" 1) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY RED SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11. INCOMPLETE APPLICATIONS 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 CITY OF ATLANTIC BEACH: APPLICANTS SIGNATURE DATE d ' OWNERS SIGNATURE DATE APPR D TRE CO SERVATION BOA CHAIRMAN dATE TRANSMITTAL DOCUMENT FOR JEA DATE: -7- ,6 _a 49 The following permits have passed "rough" inspection: Permit No. Address PIS 7 Please update your records accordingly. Than i IL IG CLERK CITY OF ATLANTIC BEACH /vcb �r � //CITY OF /��/)44MIS4C J.9eaArA-"t Office of Building Official REQUEST FOR INSPECTI -7 - 7 _� it No / 7 5' 3"(---1' Date----_—_. _ , — — Perm . Time Received Job Address #hl ner's � Na _.__—_— ntractorBUILDI G CONCRETE ELECTRICALME HANICAL Framing Footing Rough Wiring _ Air C nd. & ❑ Re Roofing Slab Temp Pole Top Out C; Heating Insulation Lintel Ci Final t Sewer Fire Place L Pre Fab READY FOR INSPECTION A.M. urs. Friday Mon. Tues. Wed. Th / — — �_� A.M. Inspection Made _ _—.—___P.M. Inspector _ Final Inspection ❑ Certificate of Occupancy Date _. — CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 ::PERMiT INFORMATION LOCATION INFORMATION Permit Number: 18346 Address: 1565 RICHARDSON LANE Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: FRANCIS COVE REPLAT Est. Value: 42,000.00 Parcel Number: Improv. Cost: OWNER L INFORMATION- Date Issued: 6/09/1999 Name: BEACHES HABITAT Total Fees 43.00 Address: P. O. BOX 50939 Amount Paid: 43.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 6/08/1999 Phone: 904)221-0141 Work Desc: 1 CU, CPKE-24, JANTRL, 2, UL/1CHU, A24-05, JANTRL, 24,000 UL CONTRACTORS APPLICATION FEES OCEAN STATE HEAT &AIR PERMIT 43.00 I I I I I Ins 'cti.qns,Re ire.d 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. /L1 $43.0814 ATLANTI C BUILD- DEPT. CHECKS 14030 81 receipt: 384838 88188883221888 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION'' LOCATION INFORMATION Permit Number: 18346 Address: 1565 RICHARDSON LANE Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: FRANCIS COVE REPLAT Est. Value: 42,000.00 Parcel Number: Improv. Cost: OWNER.INFORMATION' Date Issued: 6/09/1999 Name: BEACHES HABITAT Total Fees-:** 43.00 Address: P. O. BOX 50939 Amount Paid: 43.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 6/08/1999 Phone: (904)221-0141 Work Desc: 1 CU, CPKE-24, JANTRL, 2, UU1CHU, A24-05, JANTRL, 24,000 UL CONTRACTQR S APPLICATION FEES OCEAN STATE HEAT &AIR PERMIT 43.00 I I I � I ;��Jnspectiqnsr Re uim.d ROUGH MECHANICAL FINAL 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. $43.8014 /L Date: 6/89/99 61 Receipt: 6863897 AT[ANTIftEEACHIBUILDINd DEPT. CHECKS 14836 66168883221866 BUILDING AND ZONING INSP ECTION DIVISION CITY OF ATLANTIC BCH ATLANTIC rlIKA II. rLOR10A 0-122 APPLICATION FOR MECHANICAL. PERMIT CALL•ItJ NUMt)EFl IMPORTANT — Applicant to complete all items in sections I, II, lit, and IV. I• Slreal Addreii: ` �� i G �pa. Inn v LOCATION OF Infartatlinq Streets: Selween And 1UILDING Sub•di.irien 11. IDENTIFICATION — To be completed by all applicants • In cnnt;derarion of pe.mir g; en for doing the work et described in Ike above Statement we hereby afire• to perform said wort in eccordnncn -A IV,* attaclpd p1en1 and spec;fic•tionl which are a pert hereof and in accordance with the City of Jaclionville ordinances and 11anderdt of good pract;ce Gsted therein, Nowa of Mechanical 0e--*,+ S e ts• C C•nhaetor6 Co //C?CNlrecter (trintl 5 µ C'U-0 Maloof T Nowa •1 ►►ap•rfy 0wna/ � 'Fa s4ft*Nre of owna Stgnolvre of « Amfiso.iud Aqa Are11116t1 or 691miter 111. GEN"�n Type ofIS OTHER CONSTRUCTION •EINt3 DONt ON �gTHIS lUILQINI3 OR SITE? I ❑ G46--❑ V [] Netvral ❑ Canikel Utility IF YES I GIVE NUMICR OF CONSTRUCTION ❑ 00 PERMIT Ll f 31'1 ❑ Ot4w —» Spoaily, IV. ►1SCHMW.AL IQUWMI M TO M INSTALLSO NATURE OF WORK f (►ro,4$ eeanpleta Jilt of cewtpewanh en ►ad of 11116 longi ( /Residential or 0 Commerc b (�✓Niat ❑ Spoca ❑ Race$" tYGetrol O trio« 01` N w Sullding Q��:1 Gondrfie•iwg: ❑ born E�C'ea" C3 Existing AUllding p/f..c► Syrfaws: ►Aofa.4t_ Tithes- O Aiplecement of exbling system f r G maximum c•p•clty �U U e.l.rn. New Installation(No sy-tem previa ❑ Extension or add-on to existing sy1 O Other -- Specify ❑ Cooling lo.w: Capacity g.p.rn. [] Fire epdnklan: Nunn`•► of badr:__. 0 Ele.rete► Q 146411 ❑ ts"late► Itwrab.rt THIS SPACE roR an+" USA ONLY ❑ t; SA*6 ❑ Tewt► (nun+bar) Rerftetis ❑ LPG o»wtatt►Ks.. (nvmbNt ❑ UOI'WV4 p+w6vn w6re+ (3 ►onnll Apprewd t y Dole..___...._______.__ d 0111— so«%h ►ertn8 • LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIM[ENT Number UnfU Des"IpCba Modal Nuenbiar ltanut'aaturer (TO") AAgamy� G L� CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax:247-5877 ELECTRICAL PERMIT PERMIT INFORMATIONLOCATION INFORMATION Permit Number: 18437 Address: 1565 RICHARDSON LANE Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: FRANCIS COVE REPLAT Est. Value: 42,000.00 Parcel Number: Improv. Cost: OWNER INFORMATION, Date Issued: 6/29/1999 Name: BEACHES HABITAT Total Fees: 45.00 Address: P. O. BOX 50939 Amount Paid: 45.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 6/29/1999 Phone: (904)241-1222 Work Desc: CS2/0 150AMPS 1PH 3W 240V 2-1/2"RW ALUM -NEW RESIDENCE COT S '> APPkIC FEi S A PLUS ELECTRICAL PERMIT 45.00 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. I $45.6814 Date: 6/29/99 81 Receipt. 88682 22 ATLANTIC BEACH BUIL 48 G DEPT. CHECKS .ano CITY OF ATLANTIC BEACH, FLORIDA IFI-13 7 �ro►o,,...Y APPLICATION FOR KLICTRICAL PARMIT I TO THE CHIEF ELECTRICAL INSPECTOM: OATL:__... N ao�-_�� G 9 IMP6RTANT NOTICE; i IN CONSIDERATION OF PERMIT' •t3,IVI:N FOR WING 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. Gus btu rk) NAM -h-ge, . --ADORE=;,IS/� �I G�12�� j'RFD—Dox-- BLDG, DDOX,_.___._BLDG,SIZE , BiTWEEN: RES.k►" M?.( i COMM.( ! PwLIC( ) INDUS.I 1 NEW fw_ oL0 ( 1 REW. t 1 ADDITION ( ! TRAILER ( ! TEMP. ! SIGNS ( ! ...�SQ. FT. SERVICE; NEW(W"'_ INCREASE t I REPAIR ( ! FEE aAMPS3 tsLOAMPSayeVOLT yZ GA Full P Y FEEDERS NO. SJZti NO. 91ZE NO, SIZE LIOHTINO OUTLETS CONCEALED OPEN TOTA1. RECEPTACLES CONCIAL6 OPEN o.so�t;uM. TOTAL. SWITCHas ` INCAM9SCENT FLUORisCiNT i M.V. EIXiD , y R ---- ' APPLIANCES AIR H.P.RATIN d I BELL TRANSF. CONDITIONING COMr,MOTOR OTH6RATING MOTORS AMPS EIL HEAT: KW-HEAT MOTORSASC LLANE NO VOLTAtIE♦� lV14 H�. �,� VOLTAQE PHS pHS • TRA FORMER UNDER 800 V O ER + y -- CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION ! " LOCATION INFORMATION Permit Number: 18012 Address: 1565 RICHARDSON LANE Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: FRANCIS COVE REPLAT Est. Value: 42,000.00 Parcel Number: _1 Improv. Cost: OWNER INFORMATION . Date Issued: 4/01/1999 Name: BEACHES HABITAT Total Fees: 46.50 Address: P. O. BOX 50939 Amount Paid: 46.50 JACKSONVILLE BEACH, FL 32240 Date Paid: 4/01/1999 Phone: (904)22.1-0141 Work Desc: INSTALL PLUMBING IN NEW HOME CONTRACTORS _ APPLICATION FEES _ B & G PLUMBING PERMIT 46.50 I I I i I i i i as aired. UNDER SLAB PLUMBING ROUGH PLUMBING SEWER TOPOUT 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. _ '`- �' 58 14 \ Date: 4/81139 81 Receipt:: U45765 AT NTIC BEACH BUILDING DEPT. CHECKS 32954 88188883221 1{i I ij i CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT � 30B LOCATION ' /56S R�cN/�2dS4.� Lir! jt ;OWNER OF PROPERTY' L104 Atka i rw,r ?I PLUMBING CONTRACTOR QaG PCUM�t„rG co 1 CONTRACTOR' S ADDRESS : 13 -7Qr•4G _Q�oD STATE LICENSE NUMBER : GNGa225`13 TELEPHONE: 123- se's �• I R 1. HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS 2 LAVATORY —.__ WATER HEATERS ,i Z BATH TUBS DISHWASHERS DISPOSALS URINALS Z CLOSE'T'S WASHING MACHINE FLOOR DRAINS ,_ SHOWER PANS OTHER ' TOTAL FIXTU.R.ES : x $3 . 50 '6MiNIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTR7wkCTOR:_ 1 ----------------------------------------------------------------- INSTALLATION OF •PLUMBING. AND FITURES MUST BE IN ACCORDANCE WITH +I THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904) 247 -5826 u SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 90h ) 247 -5834 •I i�� -- CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION'INFORMATIOhI Permit Number: 18012 Address: 1565 RICHARDSON LANE Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: FRANCIS COVE REPEAT Est. Value: 42,000.00 Parcel Number: Improv. Cost: OWNER tNFE)RMATION Date Issued: 4/01/1999 Name: BEACHES HABITAT Total Fees: 46.50 Address: P. O. BOX 50939 Amount Paid: 46.50 JACKSONVILLE BEACH, FL 32240 Date Paid: 4/01/1999 Phone: (904)221-0141 Work Desc: INSTALL PLUMBING IN NEW HOME CONTRACTORS) - APPLICATION FEES _ -87-&G PLUMBING PERMIT 46.50 � I I i I I -. PP ctio nsrRqqUired. _ UNDER SLAB PLUMBING ROUGH PLUMBING SEWER TOPOUT 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. $46.5814 t�) Ott---- Date: 4/81/99 81 Receipt: 8845765 AT NTIC BEACH YUILDING D T. CHECKS 32954 88188883221688 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL. 247-5826-FAX: 247-5877 I PERMIT_INFORMATION __�� 1 � LOCATION INFORMATION__ Permit Number: 17934 Address: 1565 RICHARDSON LANE Permit Type: BUILDING ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: FRANCIS COVE REPLAT Est. Value: 42,000.00 Parcel Number: Improv. Cost: 42,000.00 f OWNER fNFORMATION Date Issued: 3/19/1999 Name: BEACHES HABITAT Total Fees: 2,047.88 Address: P. O. BOX 50939 Amount Paid: 2,047.88 JACKSONVILLE BEACH, FL 32240 �-Work Desc: CONSTRUCT NEW HOME PERP Phone: (904)221-Q141 Date Paid: 3/19/1999 PLANS HSF 1288 CONTRACTOR(S) - — -- A_PP_LICATIO.1� FEES --- --- JOHN WIELAND HOMES PERMIT _ 0.00 ATER IMPACT FEE 340.00 VSEWER IMPACT FEE 1,250.00 gtiWATER METER/TAP 85.00 -i ( RADON GAS-H.R.S. 6.12 -i8 RADON CAB 5% 0.32 1 CAPITAL IMPROVE. 325.00 3(- CROSS CONNECTION 35.00 SEC H IMPACT FEE 0.00 -1).-RAeeN CAB 5% SC- 5.80 116SCHARGE/ATL.BCH. 0.64 Inspe Re aired, FOOTING I SLAB ;COVER UP FRAMING FINAL BUILDING 'CERTIF/OCCUPANCY INSULATION NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 4 S 2 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. Operator: CHERYLE Date: 3/22/99 81 Receipt: 8843883 Total Payment $2847.88 ATLANTIC BEACH UILDING DEPT. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 1 �(o /< 1Ct-f0q-(z 's0 :NE Date Heated Square Footage per s"T Garage/Shed $ A ^ per s,x - _ ,- Carport/Porch -�0 ------Pei sq _ D e c.-. a per 3G r`. _ 1/ P a t I o TOTAL VALUATION Tctal Valuation 1st $ _� ;S Remaining Value S per thousand or portion thereo' TOTAL BUILDING FEE S + 1/ 2 Filing Fee M �' `D) Fireplaces @ BUILDING" PERMIT FEE S WATER IMPACT FEE s__ 3 Yo.o,o SEWER IMPACT FEE WATER METER/ TAP `�, (� CAPITAL IMPROVEMENTt ep _ SEWER T=_P Q-7 �z��' RADON ( HRS ) . 00-.;) SECT I OCV H PAVING HYI3RAULIC SHARES --� - CROSS CONNECTION S 2 j.Oc7 SURCHARGE . 0050 THEP. GRAND TOTAL DUE (/ - ADDITIONAL PERMITS OR FEES : Mechanicai Plumbing _ Electric/New Electric/•Temp : SwimminaPool Septic Tank We-' 1 : Sign_ Finish Floor Elevation Survey Other CALCULATIONS and/ or NOTES , PROPERTY DESCRIPTION RECEIVED Lot # 1 Block #� ectio Subdivision: F� t60c ' 19 99 Street Name c / / DESCRIPTION OF Kf 3f AtlidMIG 600 or Address: /Si�i�FR /�p-tor� `l�'N 1= �ill�ir�, �rt� �Ahiha „�+ {If in a FLOOD HAZARD Flood Zone: area complete page 3) i Brief Description � //�®•<• L%J`� Class of Work: 14 New Remodel/Addition: ZONING INFORMATION Type of construction: Zoning Proposed �,, District: Use: //1�r(C(,-J� Estimated Value $ Exceptions or Variances Materials: w.J/j /�yG Granted: olid or Filled round: Roof: �✓� - %, Method of Heating:_ 461 � L OWNER INFORMATION Property Owner: �i9L�/Gdv /�/�,�/i��1' Phone: 7l Mailing Address )( d Zip: CONTRACTOR INFORMATION Contractor: y iC� �zle4wpl 'fro Phone: ' �7 / d Mailing Address: /Tj��G-�t/ /ZL5 L 5 f/ ZL'C' �r G Zip: .3 d / �J7 Expiration STATE LICENSE NO: L- GSC C�C��d G 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 SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. G � _�y. Owner Signature_ � �� DATE Contractor Signature " l DATEqj SWORN TO AND SUBSCRIBED BEFORE ME BY THIS DAY OF , 199_ jYI(&*'1"0 WAR)A.'ALLANUEVA o My i:rKnm kxP 12/17/2002,.CC 797NOnawy wwwn [1 otn«I.D. njj�� ,� /CITY OF �}/_- fYI�I akc /3�-Qwad4 Office of Building Official r— REQUEST FOR INSPECTIO Date J _ ` Permit No. f Time A.M. Received PM. Job Address Locality Owner's 7'''' Name /� �.� I Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing F-i Footing ❑ Rough Wiring fl -fiecfgtr-" L Air Cond.& Re Roofing i Slab ❑ Temp Pole I Top Out ❑ Heating Insulation Lintel ❑ Final l Sewer Fire Place 171 Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Zhurs. Friday—PM- Mon. inspection Made P. Inspector 's' Final Inspection ❑ Certificate of Occupancy ❑ Date x�//111/ //CITY O//F /� / Office of Building O icial REQUEST FOR INS ECTI Date_ 7_ __ rmit No. _ Time Received Job Ad e ocalit +- Owner's �t Name LGContractor ._. _ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANIC Framing F7 Footing Li . Rough Wiring ;-j Rough Air Cond. & 1 Re Roofing 2 Slab Temp Pole Top Out Heating Insulation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.NI. A.M. �� Inspection Made _ l — ------P.M. Inspector _ Final Inspection 17 Certificate of Occupancy 7 Date CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE- WATER SUPPLY CHARGE IS HEQEBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) ( 2, WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED' (8) BATHTUB/SHOWER (2) • URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: S 4 ,S- fit i C(.�Ld-rL nSb nJ � -� OWNER: X13 r T fi4- [t/] 1. Determine Occupancy Classification of the structure. Select occupancy classification 3 which most accurately fits the use of the Building. (Chapter 63) [� 2. Determine actual physical properties of building. [�►]� a. Determine building area each floor. (Area definition Chapter 62) N b. Determine grade elevation for building. (Grade definition Chapter 82) [ C. Determine building height in feet above grade. (Height definition Chapter 62) O L/I [ d. Determine building height in stories. (Story definition Chapter 82) © L e. Determine separation distance from exterior walls to assumed and common d, 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 66) a. Determine maximum allowable heights and floor areas for Types of Construction Q �/ and Occupancy classification. (Table B500) b. Check allowable height and area increases permitted. (Chapter 65) [e,]' 4. Check detailed Occupancy requirements. (Chapter 84) 5. Check detailed Construction requirements [v]� a. Fire Protection of Structural Members (Chapter B6 &Table 8600) b. Fire Protection Requirements (Chapter B7 and Table 8700) d [ c. Means of Egress Requirements (Chapter B10) © LX1 [r.]� d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF A1* are applicable only where specifically adopted by Ordinance) [►-K 6. Review design as related to standards. (Chapters 816- B26) AJ [q 7. Check other requirements as necessary. a. Construction projecting into public property(chapter 632) [. b. Elevators and conveying systems (Chapter B30) t c. Sprinklers, standpipes and alarm systems (Chapter 139) d. Use of combustible materials on the interior(Chapter 138) �t' �- [ e. Roofs and roof structures (Chapter B15) [v]' f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other 1 7 / CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: n t_ C ` �7& Don C. Ford, Building Official don/sb.1 )ob: (9-0691) LOT 11 TI THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #1 Dense : T2 2x6 SP #2 N: 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #1 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �----7 14 7 W5X12 W X 2 T p T 5 in m rn— m W4X7(A2) W4X7(A2) W1.5X4 HS412 W1.5X4 28' �-2 28 2- 7' 14' --I 7' -}- 14' 7' 432# 432# RV-2129# U=1030# W-3"8 Rv-2129# U=1030# W=3"B 'AG = T1 SEG = 56143 'LATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES= 1 TOTAL= 2 REV. 18.2c4 SCALE =0.2424 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 03/11/99 Tc LL 20 .0 PSF REF t *IMP0RTANT** SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 5T TC DL 7 .0 PSF DATE 03/11/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE iF1, cO\\\ ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM OUIREMEN75. UNLESS OTHERWISE INDICATED. TOP 42319 BC DL 10 .0 PSF DR WG A446 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 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE s T A T E 0 CONFORM M/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER :I TOT T 0 T.L D. 37 .0 PSF 0/A LEN. 28 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS o fT DUR.FAC. 1 -25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN i0 THE TRUSS ERECTION CONTRACTOR. clsl0 AE '1 T o IT' TllITTT,Tl III - 1� ., T, .., �. F w� _,.T�,-TTS., SPACTNF see above TVT3F hips Job: (9-0691) LOT 1 T2 THIS DWG. 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 OL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 9' 10' 9' W4X W3X4 W4X5R) T 12 }I T 5 W1.5X3 W1.5X3 c v 1 W3X5(A 1) W3X5(A _ 8'1 '2 W3X7 W3X4 W3X7 28' �—2 28 2 --� Rv=1144# U=590# W-3"B Rv-1144# U-590# W-3"B TAG = T2 SEQ = 56147 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES= 1 TOTAL= 2 REV. 113 .2c4 SCALE =0.2424 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 03/11/99 TC LL 20 .0 PSF REF t *IMP0RTANT)(*SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNT TC DL 7 0 PSF DATE 03/11/99 M.FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. INLESS OTHERWISE INDICATED, TOP °�'423r19Y I� BC OL 10 .0 PSF DR WG A446 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 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 5 TA T E�`: TOT.L D. 37 .0 PSF O/A LEN. 28 CONFORM W/APPLICABLE PROVISIONS OF NOS V. TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPEOR to SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �''j �Frr A.P��' DUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SlF ETfjl TPT • 11— Pt ATF TNSTTTi ITP NOS - iQP1 NATTrN I`c ST r,N c rr7FTrTTN FOR W'n CPNSTPI,rTTON I SPACING 24.0" TYPE h ipS JOb: 9-0 692 OT 11 T3 THIS DWG. 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 B.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6' W4X5(R) W4X 12 T T 5 C7 W1.5X3 W1.5X3 c Q 1 W3X5(AS) W3X5(A1) _ 8'1 '2 W3X7 W3X4 W314 28' }--2 28 2 —� Rv=1144# U=580# W-3"B Rv-1144# U-580# W-3'8 TAG = T3 SEG = 56151 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES= 1 TOTAL= 2 REV. 18.2c4 SCALE =0.2424 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 03/11/99 TC LL 20 0 PSF REF )()(IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AMC) DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN c� T per_ TC DL 7.0 PSF DATE 03/11/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE O `ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 42319MJ� BC 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 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•T E O F CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER to,iO' TOT,LO. 37.0 PSF 0/A LEN, 28 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �',f carrA.o'1° [OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ._T . "I 11,TG nra',T N„ .- TrTrTr TTl. H � � �To,PT,ttl SPACING 24.0" TYPE h i os Job: 9-0691 LOT I1 T4 THIS DWG. 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 OL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �- 13' -� 2 13' W4X5(R) W4X 12 W3X4 W3X4 5 p m m in in v W3X5(A S) W. (Al) _ 8' 1 '2 W1.5X3 W3X7 W3X4 W1.5X3 W3X4 28' E--2 28' -- 2' —� Rv-1144# U-580# W-3"B Rv-1144# U-580# W-3'8 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES= 1 TOTAL= 2 REV. 1820 .0 .204 SCALE =0.2424 ALPINE ENGINEERED PRODUCTS. INCTRUSSES REQUIRE EXTREME CARE 03/11/99 TC LL 20 •0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY' WARNING IN HANDLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HI8-91 BY TPI. SEE THIS DESIGN �c� T Rn_ TC DL 7 .0 PSF DATE 03/11/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACINGRE "W ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 2319 IA BC OL 10 .0 PSF DRWG A446 OR 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 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE s T A T E 0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 9+r F<0RIO� TOT.L O. 37 .0 PSF O/A LEN. 28 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �',/ Mfr o�"� OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. n. - Trn. , olITr ..,cTTTll r Nr - J-1 --ri , r .rte Tr Tlr Fnn Hnnn rricrnnrTTn `^- SPACTNG 24.0" ITYPF h ips Job: (9-0691) LOT 11 T5 THIS OWG. 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. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, 14 I 14 W4X4 _ 12 W1.5X3 W1.5X3 V ( 5 p fU LD v= w3X5(A S) W3X5(AS) 21 W3X4 W3X4 W3X4 28' �--2' T 28' z' Rv-1144# U-580# W-3"8 Rv-1144# U-580# W-3"8 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 5 PLIES= 1 TOTAL= 5 REV. 18.2c4 SCALE =052424 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE TC LL 20 .0 PSF REF **IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 03/11/99 A n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN t� T Rn. TC OL 7 .0 PSF DATE 03/11/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 'iF��J'9C ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMEN75. UNLESS OTHERWISE INDICATED. TOP 42319 /� BC OL 10 .0 PSF DRWG A416 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 L 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE S T A T E os ,' CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 4ORTa� TOT.L O. 37.0 PSF10/A LEN. 28 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY of HIS c*F DUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SPACTNG P4.0 ITYPP COmn Job: 9-0691 LOT 11 T7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF. WIND BC DL - 5.0 PSF, LOAD CONTINUOUS LOADS LOAD CONC. LOADS CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 0 T 54.0 54.0 0.0 5.0 0 T 51 2.6 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 B 20.0 20.0 0.0 5.0 0 B 44 2.6 1 B- 1,8 1.8 0.0 5.0 1 T -81.1 -81.1 0.0 2.5 1 T -81.1 -81.1 2.5 5.0 51 2'6"12 2'5"4 2'6" 2'6" W4X4 12 5 � rn m v v W2X4(A1) v 8' 5' 5' 2'612 W1.5X3 2'5"4 44 Rv=231# U=200# W-3"8 Rv-234# U=200# W=3"B TAG = T20 SEG = 56194 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 1 PLIES= 1 TOTAL= 1 REV. 16.2c4 SCALE =1 .4002 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 03/11/99 TC LL 20 .0 PSF REF **IMPORTANT* SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN rj T per- TC DL 7 .0 PSF DATE 03/11/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 423191 lA BC 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 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 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE s,A,C O F T 0 T.L D. 37 .0 PSF 0/A LEN. 5 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 9.�40R70 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS n'j E'. ,"o'' �' DUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. Sl�EO ET'�'S SPACTNG SPP. Bh0VP TYPE Coma J b: (9-0691) LOT 11 J1 THIS DWG. 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 #2 N WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. REACTION OF 157.09. 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. Rv-157# NAILED 11'0"6 in m rn 5 2 m W2X4(AS) e'1 ---& 8'1"2 7'1"8 �2' 7, J Rv-399# U-240# W-3"8 Rv-70# U-200# NAILED TAG = T17 SEG = 56164 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 16 PLIES= 1 TOTAL= 16 REV. 16.204 SCALE =0.7740 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 03/11/99 Tc LL 20 .0 PSF REF *IMP 0 R T A N T** SMALL NOT BE RESPONSIBLE FOR ANYWARNING N I NG IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNc� T Rn. TC DL 7 •0 PSF DATE 03/11/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE —'4 ALPINE CONNECTORS ARE MAGE OF 20GA GALV. STEEL MEETING ASTM OUIREMEN75. UNLESS OTHERWISE INDICATED. TOP �A'423J19" BC DL 10 .0 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 G S6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE 5*A r E 0-E W 7 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER IpRt�, T 0 T.LO. 37.0 PSF 0/A LEN. ' SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'jcfrr o"'�" DUR.FAC. 1 .25 IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. `Slc�,__ ES -TOT . ,OOT TTI-1 n...ma cnc T. TTIN FIR HI II IIY^,TRIIT "T[.0 SPACING 24 .0 TYPE spec Job: 9-0691 LOT 11 J2 THIS DWG. 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 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 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. REACTION OF 99.64. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-100# NAILED 10'2"6 N 12 n1 5 p W2X4(A1) Q 8'1"2 2' 5' -� Rv-3341 U-220# W-3"B Rv-44# U-200# NAILED PLATE-WAVE TPI95 TPI-95 (STD) QTY= 8 PLIES= i TOTAL= 8 REV. 18.2c4 SCALE =059735 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 03/11/99 TC LL 20 .0 PSF REF )()(IMPORTANT)()( SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN c, T TC DL 7 .0 PSF DATE 03/11/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE i"��'•s9 0 10 .0 1 ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 42319 l� BC OL 1 0 •0 PSF DRWG A446 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 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE s TA T[o F CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPOATE (7/1/91) FOR PROPER ;�oRTO� TOT.L D. 37 .0 PSF D/A LEN. 5 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'f °'. oit OUR.FAC. Z •25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. s ETYPF spec "--TPI - TPVc$ PI ATF IN$T1 TIITF N(1$ - 194! NAT it7NA� 111— aPc�Tc if ATS�N Ff!4 Wf1�(1 f't`N$T PIIITI nN SPACING 24.0" JOb: 9-0691 LOT 11 J3 THIS DWG. 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, SOT 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 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. REACTION OF 27.62. 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. Rv-28# NAILED 9'4"6 12 W2X4(A1) 5 C7 Q 8'1"2 3'1"8 2 -� 3 Rv-288# U-220# W-3"B Rv-17# U-200#1 NAILED TAG = T18 SEO = 56173 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 8 PLIES= 1 TOTAL= 8 REV. 18.2c4 SCALE =1 .3116 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 03/11/99 TC LL 20 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 5 T T C DL / •0 PSF DATE 03/11/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TDI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REiALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 42319 �� BC DL 10 •0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 70 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 L L 0 .0 PSF JDM CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE s T A tE 0 F CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER IORt0' T 0 T.LO. 37 .0 PSF O/A LEN. 3 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIScj cY"''. o DUR,FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, sl�c)„_ EN('jS l', ('T (, A __Tpj Tgi.1cc pi,ATF 1NS}ITI!TF NO; 1gg1 NATTnNAr nrciru cncfiFtfATTDN FDR WDnD t'DNSTRNfTTnN `�PA"'J,N" 2`N �" TYPF SpE!C Jot): 9- T_11 J4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N AN UPLIFT REACTION OF -156# OCCURRED ON A BOT CHORD 2x4 SP #2 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP #2 N 100 MPH WINO, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. REACTION OF 317.16. 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 ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 2X4(A 1) 8'6"6 12 c 5 p 8'1"2 1'1"8 2 i' Rv-357# U-250# W-3"8 Rv-SSM-157J�-2001WILMULED TAG = T9 SEG = 56186 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 12 PLIES= i TOTAL= 12 REV. 1820 .0 .72c4 SCALE =1 .9005 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 03/11/99 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 HIB-91 BY TPI. SEE THIS DESIGN �c� T pn. TC DL 7 .0 PSF DATE 03/11/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH UST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE —'9 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP °A 42319 l� BC 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 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 A.E 0 F CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER AORtT D T.L D. 37 .0 PSF O/A LEN. 1 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'r cErr , OUR.FAC. 1 .25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. `rlc,_0 PEN('jl --TPT - TPIJS( PLATE INSTTTIITF. NDS - 1991 NATTf1NAl P Tr; S9FCTFTCATTnN FnR MONO CDNSTRi1CTTON "'YY[[ SPACING 24.0" TYPE spec Job: 9-0691 LOT 11 J5 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS 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 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. REACTION OF 17.07. 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. Rv-6# NAILED 9'1"14 m rn v v W2X4(Ai) 12 T 5 p T c 8'1"2 2'7"8 2' 2'6" Rv-276# U-210# W-3"B Rv-ii# U-200# NAILED PLATE-WAVE TPI95 TPI-95 (STD) QTY= 1 PLIES= 1 TOTAL= 1 REV. 1820 .0 .]2c4 SCALAE =154364 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 03/11/99 TC LL 20 .0 PSF REF )(*IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN c� T ( TC OL 7 .0 PSF DATE 03/11/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH DSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE10 .0 1 O ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 423J191 BC DL 1 0 •0 PSF DRWG A446 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 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE 5 T A T E OF CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE l7/7J911 FOR PROPER AORI TOT.L 0. 37.0 PSF D/A LEN. 20600 c,,*. '`� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ,fs o• DUR,FAC. 1 .25 IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SPACING /+ n "--TPI - TP_USS PLATE INSTTTUTE,__�_NDS - 1991_NATTONAI. OFSTGN SPFCTFTCATIQN fOF MOOD CONSTRUCTION .. SPA C I NV 2 4 D" T VI'-E spec Job: 9-0691 LOT 11 J6 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. LOAD CONTINUOUS LOADS LOAD CONC. LOADS WIND TC DL = 5.0 PSF, WIND BC DL - 5.0 PSF. 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 -314 3.5 REACTION OF 260.94. 0 B 20.0 20.0 2.8 12.7 0 T 28 6.3 1 B_ _ 1.8 1.8 2.8 12.7 0 T 100 9.1 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 1 T -74.4 -74.4 0.0 3.0 0 B -37 3.5 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1 T -33.1 -33.1 3.0 9.7 0 B 17 6.3 1 T -74.4 -74.4 9.7 12.7 0 B 44 9.1 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. Rv=146# NAILED 311# 28 100 1'5"7 2'9"15 2'9"15 t 2'9"8 r 9'10"13 �11 09 W3X3 W1.5X3 m 3.54 12 in m m W2X4(AS) vT 8' "2 1 9'10"13 '----- 2'9'15 9'10"13 1'5"7 2'9"15 2'9"15 2'9"8 -37# 17J 44 Rv=317# U-270# W-4"15 Rv-261# U-200# NAILED PLATE-WAVE TPI95 TPI-95 (STD) QTY= 4 PLIES= 1 TOTAL= 4 REV. 18.2c4 SCALE =055915 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 03/11/99 TC LL 20 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T Acs. TC OL 7 •0 PSF DATE 03/11/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 423�19� �'� 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 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 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE S I A,E o+ CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER :� <og1O' TOT.L O. 37 .0 PSF 0/A LEN. 91013 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'j}F�+r . DUR.FAC. 1 .25 IN ONLY, ANO SHALL NOT BE RELIED WON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SED"Et „ .�.^T,rn, SPACING see above TYPF SDeC Job: 9-0 691 LOT 11 J7 THIS DWG. 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 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. REACTION OF 22.42. 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. Rv-22# NAILED 9' "13 m rn Q W2X4(AS) 3.54 12 v v XB' "2 3'7"15 E2 9"15 3'6"7 Rv-376# U-310# W-4"15 Rv-16# U-200# NAILED PLATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES= 1 TOTAL= 2 REV. 18.2c4 SCALE =156280 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 03/11/99 TC LL 20 .0 PSF REF *IMPORTANT** SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND rr n \ [FAILURE EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN c� Tlcq�_ TC OL 7 .0 PSF DATE 03/11/99 TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE .1LPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP ��42319� I6C DL 10 •0 PF DRWG 445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER RUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 •0 PSF JDM ONNECTORS PER DRAWINGS 130. 150 C 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE s*•T E P F CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER �Q TORN, TOT.LO. 37 .0 PSF 0/Q LEN. 30607 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS <�C,f'CErr o• DUR.FAC. 1 .25 IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SAl S� •--TPI - TRUSS PLATE INSTITUTE NOS - 1991 NATIONAI OFSTSN SPFCTFTCATTON FOR WO[1O,CONSTRUCTTON _ SPACING 24.0" T YPF spec Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME: Single Family Home BUILDER: Beaches Habitat AND ADDRESS : 1550 Richardson Lane PERMITTING CLIMATE Atlantic Beach, FL 3 OFFICE: City of Atla ZONE : 11_1 21_1 31_1 OWNER: PERMIT NO. JURISDICTION NO. CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No. of units 3 . 0 4 . If Multifamily, is this a worst case (yes/no) 4 . S . Conditioned floor area (sq. ft . ) 5 . 1288 . 00 6 . Predominant eave overhang (ft . ) 6 . 1 . 50 7 . Porch overhang length (ft . ) 7 . 0 . 00 8 . Glass area and type : Single Pane Double Pane a. Clear Glass 8a. O . Osgft 139 . 00sgft b. Tint, film or solar screen 8b. O . Osgft O . 00sgft 9 . Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a .R= 0 . 00 , 149 . 00 ft 10 .Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 . 00 , 911 . 00sgft a. Adjacent : 2 . Wood frame (Insulation R-value) 10a-2 R=11 . 00 , 105 . 00sgft 11 .Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30 . 00 , 1288 . 00sgft 12 .Air distribution systems 13 .Cooling system 13 . Type : Central A/C � �`,` SEER: 10 . 00 14 .Heating System: 14 . Typ� a �Heat Pump a( I HSPF : 7 . 00 15 .Hot water system: 15 . Type : Electric EF : 0 . 92 16 .Hot Water Credits : (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17 . Infiltration practice : 1, 2 or 3 17 . 2 18 .HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 .EPI (must not exceed 100 points) 19 . 94 . 64 a. Total As Built points 19a. 28080 . 28 b. Total Base points 19b. 29671 . 14 ------------------------------------------------------ -- - -- --- - - - - - - - - - - - - -- - - - ----------------------------------------------------------- -- -- --- -- -- --------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code . Code . Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: 553 . 908 F. S . I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE : Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME: Single Family Home BUILDER: Beaches Habitat AND ADDRESS : 1550 Richardson Lane PERMITTING ICLIMATE Atlantic Beach, FL 3 OFFICE: City of Atla ZONE : 11_I 2J_1 31_1 OWNER: PERMIT NO. JURISDICTION NO . CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No. of units 3 . 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5 . Conditioned floor area (sq. ft . ) 5 . 1288 . 00 6 . Predominant eave overhang (ft . ) 6 . 1 . 50 7. Porch overhang length (ft . ) 7 . 0 . 00 8 . Glass area and type : Single Pane Double Pane a. Clear Glass 8a . O . Osgft -:E . 00sgft b. Tint, film or solar screen 8b. O . Osgft (3�O . 00sgft 9 . Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a .R= 0 . 00 , 149 . 00 ft 10 .Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 . 00 , 911 . 00sgft a. Adjacent : 2 . Wood frame (Insulation R-value) 10a-2 R=11 . 00 , 105 . 00sgft 11 .Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30 . 00 , 1288 . 00sgft 12 .Air distribution systems 13 .Cooling system 13 . Type :/ Central A/C SEER: 10 . 00 14 .Heating System: 14 . Type : Heat Pump iq HSPF : 7 . 00 15 .Hot water system: 15 . Typ� Electric EF: 0 . 92 16 .Hot Water Credits : (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17 . Infiltration practice : 1, 2 or 3 17 . 2 18 .HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 .EPI (must not exceed 100 points) 19 . 94 . 64 a. Total As Built points 19a. 28080 . 28 b. Total Base points 19b. 29671 . 14 ------------------------------------------------- --- --- --- - -- -- --- -- - -- -------- ------------------------------------------------------------ ------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code . Code . Before construction is completed this building will be inspected for PREPARE BY: compliance in accordance with Section DATE: -'�---57 V553 . 908 F . S . I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** ------------------------ COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES . ------------------------------------------------------- --- - -- - -- - - - - -- - - - - - - - - - Windows 606 . 1 Maximum of 0 . 34 CFM per linear foot of operable sash crack (includes sliding glass doors) . --------------------------------------------------------- ------- - -- -- ----- -- --- Exterior & 606 . 1 Maximum of 0 . 5 CFM per sq. ft . of door area : solid Adjacent Doors core, wood panel, insulated or glass doors only. ---------------------------------------------------------- -- ---- - - - -- -- - - - ----- Exterior Joints 606 . 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. ----------------------------------------------------- --------- -- - -------------- PRACTICE #2 606 . 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ----------------------------------------------------------------- -------------- DuctWork 606 . 1 Ductwork in unconditioned space must be sealed. -------------------------------------------------- -------- -- - -- --- -- -- - - --- ---- Fireplaces 606 . 1 Equipped with outside combustion air, doors and flue dampers . -------------------------------------------------- ----- --- -------- -- -- - - --- ---- Exhaust Fans 606 . 1 Equipped with dampers . Combustion devices see 606 . 1 .A. 2 . -------------------------------- --------------- --- -- --- --- - -- -- --- - -- - - - - -- - -- - Combustion 606 . 1 Be in unconditioned space (except direct vent) , draw Appliances air from unconditioned space, exhaust to outside . Cooking appliances shall be dampered and use intermittent ignition. ---------------------------------------------------------- -------- ---- --------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences . ) ** ------------------------------------------------------------------------------- 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 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent . ------------------------------------------------ ------- --- ---- - --- -- -- - - - -- - - - - Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------------------- --- -- -- - - - - - - - - - - - - - - - - - - - - - - - HVAC Duct 610 . 1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins- Insulation & ulated and installed in accordance with the criteria Installation of Section 610 . 1 .ABC. 2 & 610 . 1 .ABC . 3 . Duct in attics must be insulated to a minimum of R-6 . Air handlers shall not be installed in attics unless in mechanical closet . --------------7---------------------------------------------------------------- HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system. ----------------------------------------------------------- ------- -- ----------- Insulation 604 . 1 Ceilings minimum R-19 . Common Walls - Frame R-11 or 602 . 1 CBS R-3 both sides . Common ceiling & floors R-11 . ------------------------------------------------------------------------------- SUMMER CALCULATIONS _-= BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS I TYPE SC ORIEN AREA x SPM x SOF = POINTS --------------------- ---------------------------------- ----- ----- ----- --------- NE 45 . 00 65 . 8 2961 . 0 DBL CLR NE 45 . 0 57 . 7 . 87 2261 . 8 SE 19 . 00 65 . 8 1250 . 2 DBL CLR SE 4 . 0 79 . 1 . 52 164 . 0 DBL CLR SE 15 . 0 79 . 1 . 84 994 . 0 SW 30 . 00 65 . 8 1974 . 0 DBL CLR SW 15 . 0 79 . 1 . 84 994 . 0 DBL CLR SW 15 . 0 79 . 1 . 84 994 . 0 NW 45 . 00 65 . 8 2961 . 0 DBL CLR NW 15 . 0 57 . 7 . 87 753 . 9 DBL CLR NW 15 . 0 57 . 7 . 87 753 . 9 DBL CLR NW 15 . 0 57 . 7 . 87 753 . 9 ------------------------------------------------------------------- ------------ . 15 x GOND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS , POINTS ----------------------------------------------------------- -------------------- . 15 1, 288 . 00 139 . 00 1 . 390 9, 146 . 20 12, 712 . 56 I 7, 669 . 79 NON GLASS------------ AREA x BSPM = POINTS I TYPE R-VALUE AREA x SPM = POINTS -------------------------------------------------------- - ----- -- - -- -- ---- ------ WALLS---------------- Ext 911 . 0 . 9 819 . 9 Ext Wood Frame 11 . 0 911 . 0 1 . 70 1548 . 7 Adj 105 . 0 . 7 73 . 5 Adj Wood Frame 11 . 0 105 . 0 . 70 73 . 5 DOORS---------------- Ext 40 . 0 6 . 1 244 . 0 Ext Wood 40 . 0 6 . 10 244 . 0 CEILINGS------------- UA 1288 . 0 . 6 772 . 8 Under Attic 30 . 0 1288 . 0 . 60 772 . 8 FLOORS--------------- Slb 149 . 0 -37 . 0 -5513 . 0 Slab-on-Grade . 0 149 . 0 -41 . 20 -6138 . 8 INFILTRATION--------- 1288 . 0 8 . 0 10304 . 0 Practice #2 1288 . 0 8 . 00 10304 . 0 TOTAL SUMMER POINTS f 19 , 413 . 76 I 14 , 473 . 99 TOTAL x SYSTEM = COOLING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------ -- ------- ---------- 19, 413 . 76 . 37 7, 183 . 09 1 14 , 473 . 99 1 . 00 1 . 000 . 340 1 . 000 4 , 921 . 16 WINTER CALCULATIONS _-= BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS I - TYPE SC ORIEN AREA x WPM x WOF = POINTS --------------------------------------------------------- -- ---- ---------------- NE 45 . 00 -10 . 6 -477 . 0 DBL CLR NE 45 . 0 4 . 6 1 . 32 273 . 9 SE 19 . 00 -10 . 6 -201 . 4 DBL CLR SE 4 . 0 -22 . 7 . 36 -33 . 0 DBL CLR SE 15 . 0 -22 . 7 . 84 -285 . 3 SW 30 . 00 -10 . 6 -318 . 0 DBL CLR SW 15 . 0 -22 . 7 . 84 -285 . 3 DBL CLR SW 15 . 0 -22 . 7 . 84 -285 . 3 NW 45 . 00 -10 . 6 -477 . 0 DBL CLR NW 15 . 0 4 . 6 1 . 32 91 . 3 DBL CLR NW 15 . 0 4 . 6 1 . 32 91 . 3 DBL CLR NW 15 . 0 4 . 6 1 . 32 91 .3 --------------------------------------------------------- ---- -- ---- -- ----- ---- - . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS , POINTS -------------------------------------------------- ----- --- -- - - - - - - - - - - - - - - -- - -- . 15 1 , 288 . 00 139 . 00 1 . 390 -1, 473 . 40 -2 , 047 . 92 ` -340 . 90 NON GLASS------------ AREA x BWPM = POINTS ` TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 911 . 0 2 . 2 2004 . 2 Ext Wood Frame 11 . 0 911 . 0 3 . 70 3370 . 7 Adj 105 . 0 3 . 6 378 . 0 Adj Wood Frame 11 . 0 105 . 0 3 . 60 378 . 0 DOORS---------------- Ext 40 . 0 12 . 3 492 . 0 Ext Wood 40 . 0 12 . 30 492 . 0 CEILINGS------------- UA 1288 . 0 1 . 2 1545 . 6 Under Attic 30 . 0 1288 . 0 1 . 20 1545 . 6 FLOORS--------------- Slb 149 . 0 8 . 9 1326 . 1 Slab-on-Grade . 0 149 . 0 18 . 80 2801 . 2 INFILTRATION--------- 1288 . 0 7 .4 9531 . 2 Practice #2 1288 . 0 7 . 40 9531 . 2 TOTAL WINTER POINTS- I - 13 , 229 . 18 17 , 777 . 80 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ---------------------------------------------------- -- ----- -- -- --- - - -- - - --- --- - 13 , 229 . 18 . 55 7, 276 . 05 117, 777 . 80 1 . 00 1 . 000 . 484 1 . 000 8 , 604 . 46 WATER HEATING ******************************************************************************* BASE __= I =_= AS-BUILT NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT -------------------------------------------------------------- --- -------- 4 3803 . 0 15, 212 . 00 I 50 . 92 1 . 000 3638 . 7 1 . 00 14 , 554 . 67 SUMMARY ******************************************************************************* BASE ___ ( __= AS-BUILT ------------------------------------------- COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 7183 . 1 7276 . 0 15212 . 0 29, 671 . 14 4921 . 2 8604 . 5 14554 . 7 28 , 080 . 28 ***************** * EPI = 94 . 64 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 94 . 6 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 -------------------------------------X--- I The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear I --- --- --- -- --X- - -- --- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value . . . . . . . . . 30 . 0 I - ------------- --- -- -XI R-0 R-7 Wall R-Value . . . . . . . . . 11 . 0 I -------- --- -- -- - -- --X1 R-0 R-19 Floor R-Value . . . . . . . . . 0 . 0 iX--------- -- -- ------- I AIR CONDITIONER. . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEER/EER. . . . . . . . . . . . . . . . . . 10 . 0 IX-------------------- I 9 . 7 EER 16 . 0 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12 . 0 Electric COP/HSPF. . . . . . . . 7 . 0 IX-------------------- I 0 . 78 AFUE 0 . 90 Gas AFUE. . . . . . . . . . . . 0 . 00 I --- ------- -- -- --- -- -- I WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0 . 96 Electric EF. . . . . . . . . . . . . . 0 . 92 I ----------X---------- I 0 . 54 0 . 90 GasEF . . . . . . . . . . . . . . 0 . 00 1 ---- --- - -- - -- -- - -- - - - 1 0 . 40 0 . 80 Solar EF. . . . . . . . . . . . . . I --- --- --- - -- -- -- - - - - - � OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house . Builder Address : Signature : Date : City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 94 . 6 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 -------------------------------------X--- I The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear I --- ------- -- -X-- - - - -- � INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value . . . . . . . . . 30 . 0 1 --------------------X1 R-0 R-7 Wall R-Value . . . . . . . . . 11 . 0 1 ------ ------ -- ---- --X1 R-0 R-19 Floor R-Value . . . . . . . . . 0 . 0 IX-- ----- -- ------ -- --- I AIR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEER/EER. . . . . . . . . . . . . . . . . . 10 . 0 , X---- -- - -- -- - - --- - - - - 1 9 . 7 EER 16 . 0 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12 . 0 Electric COP/HSPF. . . . . . . . 7 . 0 IX--------- ----------- 1 0 . 78 AFUE 0 . 90 Gas AFUE . . . . . . . . . . . . 0 . 00 1 --- ----- -- - - - - - - -- -- - I WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0 . 96 Electric EF. . . . . . . . . . . . . . 0 . 92 1 ----------X-- -- - --- -- I 0 . 54 0 . 90 GasEF. . . . . . . . . . . . . . 0 . 00 1 --------------------- I 0 . 40 0 . 80 Solar EF . . . . . . . . . . . . . . I --------------------- I OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house . Builder Address : Signature : Date : City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be received by 5 P.M. on the MONDAY prior to the scheduled meeting in order to be placed on the agenda for consideration. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED, APPLICANT NAME ADDRESS TELEPHONE 2. ,ZoT ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER ECIES DIAMETER (DBH) CONDITION A 17,2- 5. TOTAL NUMBER OF TREES TO BE REMOVED: 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) 8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a "X" h) All existing and new trees proposed to be used for mitigation clearly marked with brackets "[ ]" 1) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY RED SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11 . INCOMPLETE APPLICATIONS 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 CITY OF ATLANTIC BEACH: APPLICANTS SIGNATURE DATE OWNERS SIGNATURE DATE APPROVED : TREE CONSERVATION BOARD CHAIRMAN DATE 5 MIN. RETUR. This ins!!tr��ument Prepared By: PHONE Name.1/-V�� a-1'4 4;5 Address Ad,a>X -e07-T/ lip0 CCPermit No. Tax Folio No. 9 NOTICE OF COMMENCEMENT WSTATE OF 06 COUNTY OF ll 1- • N THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance Nwith Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. M Y 1. Description of property: (legal description of property, and street address if available) 2. General description of improvement: le,50, Inc Y veS".Ad:: Ycc f�i�� mi Pwk 3. Owner information a. Naive and address: /Ve TOY. b. Interest in property: /Dip X c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: - /IdW.t/ a. Name and address: PDLf'Al 1Y1,eG S _4T~J►'4jdP QZeA'TGO= �iVv�GGe� b. Phone number: 6-,I2— 8yWd c. Fax number (optional, if service by fax is acceptable): 5. Surety > $k: 9217 a. Name and address: �` Pg: 1480 b. Amount of bond $ Doc## 99053540 c: Phone number: Filed & Recorded 03/05/99 d. Fax number (optional, if service by fax is acceptable): 08:59:03 A.M. HENRY W. COOK G Lender CLERK CIRCUIT COURT a. Name and address: /V/14 DUVAL COUNTY, FL REC. $ 6.00 b. Phone number: c. Fax number (optional, if service by fax is acceptable): 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., Florida Statutes: A- OZZ vga a. Name and address:.�P-011/.p 0 �° �/�� O�oX ,So9.39, ��X•BG'hf. b. Phone number: Z 4//- /Z Z L c. Fax number (optional, if service by fax is acceptable): 8. 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: J� b. Phone ►lumber: c. Fax number (optional, if service by fax is acceptable): 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Sworn to incl subscribed before me by.D,40/17 w eLA/t.kE Signature of Owiiez—� -4�N who is personally known to me or produced N00 5'00"W 341.00' 61.00 50.00 50.00 _60.00 _ _ 50.00 --}------------ ---------�---- --------- -- �- 5' JEA — —~ — ND4x4' CONCRETE I I I I MONUMENT NO OMMISFU 20' BRL r20' 8R1. �20' BRL�7 I _ 20' BRL 2W Oft e I I I I • 40 $ g rl $ O - O J OC Z 0 I ►- 0 ( 10'x10' JEAEE M aa)`-° N 10'x10' JEAE Z .Zo' BRL �20' BRI. 2o' PRL 20' SRL EASEMENT L �-' q 10 ��jjj�� is a O Q is S f C L20' mL goo ---�- ----- I�---- --- ----------- - 15 UllUTY EASEMENT 15 UTILITg EASEMENT co -Ica i 61.00' co ta.-.__� ___ _c< I^ 50.00' 60.00' I Nor, —1------------ - ----____ I 1---------- --------- 7 S000.Como cr N a I I I 55.06' 3 20' eRL 20' eRL-��/ 20' BRL�� { 20' eRL I � � WON t � I I WI 4 G �jQW 0 �� I I WI ` r 2 Z �O Q O O .— lo O 0 S O I 04 I g ( CA I N W( Dao 111111 0 a. oma, oI rn �1 0 o o o P mq LLJ Io ^. FI I: �.: o Q NInQ 20' 8RL L2� BRL I r (D 20' M20' 8RL I C) • I � 1 p' I 5' JEAE _O 4!!_3(7_3__5 _ + S5I 8W 50 ' - 5— '-_"�I'' JEAE 1aFOUND S00'45' 0* 61.0A0.01' 5MONUMENT NO IDEN A . sO v DONNER S REPL "E 105.47' 5.55' ,. S00'15 a ,..._ S00'45'30"E 114.53' :�K c S00'38'45"E 33 10.00' --- _ ---.--- .- — -- -- ---- R 1 C FOUND 11r IRON PIPE NO IDENTIFICATION AT ORIGINAL Q SOUTHEAST CORNER LOT E r THE CITY OF ATLANTIC BEACH FOR INGRESS, EGRESS �'" "" �"�+ - 0 C) 10 FOOT ALLEY n t ale II SINGLE FAMILY RESIDENCE HVAC LOAD ANALYSIS for Beaches Habitat P.O. Box 50939 Jacksonville Beach, FL 32240 Carrie e Sta'7 RNVA( Residential and Li Commercial HVACI'oadL, Prepared By: I Andy Bryan Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach, FL 32266 (904)249-8251 3-5-99 j i I W AVC Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean`State Htg&A/C Single Family Residence El Neptune Beach, FL 32266-1798 3-5-99 Page 2 Project Summary - - - -- --- ----- Design Data Project Name: Single Family Residence Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet I 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: 748 CFM per square foot: 0.581 Square feet of room area: 1,289 Square feet per ton: 723.331 Building Loads- — — Total heating required with outside air: 25,470 Btuh 25.470 MBH Total sensible gain: 16,466 Btuh 84 % Total latent gain: 3,086 Btuh 16 % Total cooling required with outside air: 19,552 Btuh 1.629 Tons (based on sensible + latent) 1.782 Tons (based on 77% sensible capacity) Nates 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. Friday,March 05, 1999 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development, Inc. Qcean State Htg&A/C Single Family Residence Neptune Beach, FL 32266-1798 3-5-99 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 139 4,533 0 6,748 6,748 10D Door Wood Solid Core 40 828 0 452 452 12C Wall R-11 + 1/2" Gypsum(R-0.5) 911 3,689 0 2,016 2,016 13C Part R-11 + 1/2" Gypsum(R-0.5) 105 213 0 151 151 16G Ceiling R-30 Insulation 1,289 1,914 0 1,914 1,914 22A Slab on Grade No Edge Insulation 149 5,431 0 0 0 Subtotals for structure: 2,633 16,608 0 11,281 11,281 Active People: 3 0 690 900 1,590 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,201 1,201 Lighting- 0 0 0 Ductwork: 0 1,212 0 1,498 1,498 Infiltration: Winter CFM: 154.6, Summer CFM: 68.7 179 7,650 2,396 1,586 3,982 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 16,466 Temperature Swing Multiplier: X1.00 Building Load Totals: 25,470 3,086 16,466 19,552 Check Figures' Total Building Supply CFM: 748 CFM per square foot: 0.581 Square feet of room area: 1,289 Square feet per ton: 723.331 Building Loads Total heating required with outside air: 25,470 Btuh 25.470 MBH Total sensible gain: 16,466 Btuh 84 % ` Total latent gain: 3,086 Btuh 16 % ! Total cooling required with outside air: 19,552 Btuh 1.629 Tons (based on sensible + latent) 1.782 Tons (based on 77% sensible capacity) N+�tes - _ -- - - - - - - 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. Friday,March 05, 1999 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Single Family Residence 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 139 4,533 0 6,748 6,748 10D Door Wood Solid Core 40 828 0 452 452 12C Wall R-11 + 1/2" Gypsum(R-0.5) 911 3,689 0 2,016 2,016 13C Part R-11 + 1/2" Gypsum(R-0.5) 105 213 0 151 151 16G Ceiling R-30 Insulation 1,289 1,914 0 1,914 1,914 22A Slab on Grade No Edge Insulation 149 5,431 0 0 0 Subtotals for structure: 2,633 16,608 0 11,281 11,281 Active People: 3 0 690 900 1,590 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,201 1,201 Lighting: 0 0 0 Ductwork: 0 1,212 0 1,498 1,498 Infiltration: Winter CFM: 154.6, Summer CFM: 68.7 179 7,650 2,396 1,586 3,982 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total 16,466 Temperature Swing Multiplier: X1.00 System Load Totals: 25,470 3,086 16,466 19,552 Check Figures Supply CFM: 748 CFM per square foot: 0.581 Square feet of room area: 1,289 Square feet per ton: 723.331 System Loads Total heating required with outside air: 25,470 Btuh 25.470 MBH Total sensible gain: 16,466 Btuh 84 % Total latent gain: 3,086 Btuh 16 % Total cooling required with outside air: 19,552 Btuh 1.629 Tons (based on sensible + latent) 1.782 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 ' Friday,March 05,1999 — - RtiVAC-Residential&Light Commercial HVAC-- Loads Program Elite Software Development,Inc. ocean State Htg-&A/C Single Family Residence Neptune Beach, FL 32266-1798 3-5-99 Page 5 Room Load Summary Reports System#1 Room Load Summary Htg Htg Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Sens Lat Nom Adj Adj Sys No Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM ---Zone I--- 1 Dining/Living 350 10,117 131 0-0 6,289 1,070 286 1.25 357 286 Room 2 Kitchen 135 2,108 27 0-0 2,110 268 96 1.00 96 96 3 Bath 1/Bath 165 1,400 18 0-0 642 54 29 1.00 29 29 2 4 Bedroom 1 203 4,417 57 0-0 2,888 631 131 1.00 131 131 5 Bedroom 2 156 3,173 41 0-0 2,338 431 106 1.00 106 106 6 Bedroom 3 156 2,233 29 0-0 986 201 45 1.16 52 45 7 Bedroom 4 124 2,022 26 0-0 1,213 431 55 1.20 66 55 System 1 Totals 1289 25,470 331 16,466 3,086 748 838 748 Main Trunk Size: 12x12 in. System #1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.629 84%/16% 16,466 3,086 19,552 Recommended: 1.782 77%/23% 16,466 4,918 21,384 System#1 Equipment Data Heating System Cooling System C i i i I I Friday,March 05, 1999