The URL can be used to link to this page

Permit 1983 Beach Ave ♦ - f F"ref r�l`f'r-��3, `I S CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ,mow ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030438 Date 5/27/05 Property Address . . . . . . 1983 BEACH AVE Tenant nbr, name . . . . . . INSTALL C/U & A/H Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ PRESCOTT, CHRIS OCEAN STATE HEAT & AIR 1983 BEACH AVENUE 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERNUT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ON BUILDING OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION L� Date: 07 ds— Property Ad ress: Own er: ,(, - Telephone #: Contractor: I ^ ocean �D–uccTe. t-�j[; �'. C Telephone #: Contractor Address: 141(,p C 1 Lar�-.(C'(�iv� l ll�) — Fax #: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a pan hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: Electric ��. ❑ Gas: LP _Natural -Ctntral Utility ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Z/ eat _Space _Recessed UI _Floor Residential 2" Air Conditioning: _Room _Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfm :I Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building :1 Fire Sprinklers:Number of Heads `" ❑ Elevator: __ Manlift Escalator (Number) Zl"' Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model 4 Manufacturer Ton's Agency 1 G / o= &jznit fc HEATIN G—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving ]Number Units Description Model 4 Manufacturer BTU's Agency TANKS N Type Liquid Serial Approving How Contained Manufacturer No. Agencv 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 - http://Www.ei.atlantic-beach.fl.us JoBAnnREss8 rYPE wo4�zm PROPERTY OWNER TELEPHONE CONTRACTOR TFC ALONE -9 PERMIT / L DATE /-10 _U / ad_-de_:t -v INSPECTION. FOOT wq TM BF" LVVTAEL NAM"GISMATHING FR,4Afi1VGV0FER UP _q 701 MULATION FINAL BUTLUING t I-13 r7 CERnMG4TE OF OCCUPANCY 10-�5�0I ELECTRICAL PERM 2 2L 112, 3 Y k 21� q 5/3 bl INSPECTIONS ROUGff 4- tj FINAL I' - S-I�--(�1 MECHANICAL PERMM 7 2 .INSPECTIONS ROUGE FINAL PLUMBINGPERMITV INSPECTIONS ROUGUUWER SLAB TOPOUT WATF�� FINAL 1 H0 NOTES• U 2-FP� l l f-7! CI CITY OF ATLANTIC BEACH � TREE REMOVAL APPLICATION i All applications roust sUmitted with seven (7) copio and received by.5 PM on Friday ten(10) des prior to the scheduled meetin in rder to be 121aced on thq agenda. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE i PROCESSED. 0 as (4119 OOOdc 14 W yjADbN WS c " � �<A "I"i U. , 01 FL i APPLICANT NAME ADDRESS TELEPHONE 2. 1 g IS ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TRE REMOV G ►�� '� Pad. Qoot, L oNs ..vc '�o�1 �J'Cv�t 1�RtvEWAALI (%WI% i 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE. 0 Yrs NO 0 NOT suitE 5. PROPERTY ZONING: RESIDENTIAL ❑ COMMERCIAL i 6. LISW TREES PROPOSED FOR REMOVAL: INTERIOR OR P "IES DIAMETER * EXTERIO ZONE** 1 PAUM j Ir ell U- i - I _-- w 0Gr 9 7 logo * Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. a@"WTt0t 6ff diameter,measure the trunk circumference and divide by 3.14. Diameter �� rejs determined by adding together the diameter of each trunk as measured immediate y abu�ve e forks. 7. SITE PLAN/TREE SURVEY indicating: a) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height (DBH) of six inches or more, d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an "X". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle"U„ h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging, paint or tape. C) The front property corners must be marked by stakes or paint indicating the Lot Number or Address. 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF T COD OF ORDINANCES OF ATLANTIC BEACH. Applicant's Signature Date (sm mqm&- Awl Owner's Signature Date CITY USE ONLY: Tree Conservation Board Chairperson _T �� Date g PART ONE • APPLICANT INFORMATION Please Type or Print. A licarlLjor A jontl Adiit..� s,- AT ►��'�L E'S2�33 4WIX44M - of or Agent Data CERTIFICATE OF CCCL PERMIT APPLICANT'S AUTHORIZATION If this form is to be completed by an spent of the CCCL permit applicant of record, the agent shall submit this certificate by which the CCCL permit applicant authorizes the agent to act on his behalf for the purpose of completing this form. ! hereby authorize to complete this form and to act In my behalf in matters pertaining to this form. rCL4*r i� ---- L co OMW 7 /Ysonatu Printed or Typed Name of CCCL Permit Applicant. Also Name and Title of Person Signing if Representing a Corporation or Firm. CAUTION: Providing information in this permit application or certification which you know to be false Is a misdemeanor of the second degree pursuant to Section 837.08. Florida Statutes; and is Punishable as is provided in Section 775.082. 775.083, or 775.084, Florida Statues. 4 1 - CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 __ PERMIT INFORMATION LOCATION INFORMATION _ ---- Permit Number: 22925 -- Address: 1983 BEACH AVENUE Permit Type: UTILITIES ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: POOL/SPA Lot(s): Block: Section: ., Square Feet: Subdivision: NORTH ATLANTIC BEACF.T Est. Value: _ Parcel Number: Improv. Cost: _ OWNER INFORMATION - �I Date Issued: 10/25/2001 Name: PRESCOTT Total Fees: 885.00 Address: 1983 BEACH AVENUE .8 Amount Paid: 885.00 ATLANTIC BEACH, FL 32233 a Date Paid: 10/25/2001 t `- �PI e- (000)000-0000 { „ Work Desc: INSTALL 814FIRRIGA,JUR ETER GA_ CONTRACTORtS) KATION FEES RY GRIDER RAETPRA ' 525.00 325.00 I� 35.00 . - :. 't. S �" .,.P .nom t+t g „•3,. lit Ya �� 4E yy _tE a rr x a a" k1� y.p�r xf`'-a,� # tr r i i..ws e iy .��f� rr' eF+�»• � " NOTICE-INSPECT!, [:ISS I� Qt9# STEGJ:A 'IEAST 2 HOURS #T6 I1VECTION 1 — - - _ 10 BUILDING MATERIAL A VBBISH AN EBI�IS FROM Tti1S WORK MUST NOT�LACEp INPUBLIC SPACE, AND MUST BE CLEARED UP X� D HAULED AY,RY EITHER C!;;N ACTOR O ER yY "FAILURE TO COMPLY 1TNClt� �Rz( RULT IN THE PR CE TY OWNER PAYING O DIN" 1 p90' ISS CCORDING TO APPROVED PLAN' 1 ARLIF . F T ERMIT AND SUBJECT TO REVOCATION FO IfLATION OF APPLICABLE PROVISIONS O I 40 AT IC BEA H UILDI DEPT. b 19/26/Bl 91 Recei#to32La 5 Oct 24 01 09: 188 Harry Mcmally 904 247 5872 P. 1 P. 1 * 'Oc£�21 01 01:49P Building Department 904-247-5905 PRICE O UG TE APPLICATION FOR WATER ASID/OR SEWER TAP APPLICANT NAME S C,5GIO MAILING ADDRESS I6 76 PHONE NUMBERDATE SERVICE REQUESTED ........... -- t.. 2 SERVICE LOCATION DATE SET TO PUBLIC WORKS C DATE RETURNED TO 8lllt_O(NG OEPAR T MENT� PUBLIC WORKS DEPARTMENT PRICE aUQTE RESPONSE WATER: err- SEWER. _— 0THE R: PR(CE QUOTE PREPARED BY: Sign2ture - Title CATE,NOTIFtED OWNER CITY OF ATLANTIC BEACH — DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT _mit PERMIT INFORMATION _ LOCATION INFORMATION_____, -Per-irk- erNumber: 22914 Address: 1983 BEACH AVENUE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: POQUSPA Lot(s): Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION __J Date Issued: 10/24/2001 Name: PRESCOTT Total Fees: 25.00 Address: 1983 BEACH AVENUE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 10/24/2001r 0( 00)000-0000 Work Desc: WATER SOFTENER ° CONTRACTOR(S) CATION FEES AFFORDABLE WATER11II1T 25.00 y J0 Leh - a of .EAn IWI � k Woo FINAL — �� fx _ '� _ � � ,,t�.a�` u*x � �C'•,�,'YWy�,3*`ke ' -��m` ',F's`,ri� t - NOTICE- INS?ECTIONS SSE RE+QUESTEt AT L EAST 24 HQUF€S, RIOR TOIVSPECTION _ BUILDING MATERIAL, RUBBI%H AN BRI&fl THIS WORK 1�IQI_BE P CED IN PUBLIC N SPACE, AND MUST BE CLl"sAREC3 ULEI�AWAY B E QNTR 1R OR OWNER "FAILURE TO COMPLY WITS . : [IS U T ' (*.t N ESULT IN THE PROPERTY OWNER PAYING ANTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT A14 SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. !! i i t. M.99 15 ATLANTIC BEACH BUILDING DEPT. Bim+ iV24/11 #1 bmilit: 99866A CITY OF ATLANTIC BEACH ` � APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: �� PLUMBING CONTRACTOR:(;, & OL�t l-h4-y- CONTRACTOR'S ADDRESS: a�-j�p c) k O f*1 QJ �ZXk I r STATE LICENSE NUMBER: TELEPHONE: Q 17 HOW MOY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS f� BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER_- Q nc TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE = $25.00 SIGNATURE OF OWNER: = "— CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233-Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT — -- LOCATION INFORMATION _— PERMIT INFORMATION --- address: 1983 BEACH AVENUE Permit Number: 22995 ATLANTIC BEACH, FL 32233 Permit Type: PLUMBING ownship: Range: Book: ,T Class of Work: IRRIGATIONIDRAINAGE Lot(s): Block: Section: II j Proposed Use: POOUSPA Subdivision: NORTH ATLANTIC BEACH i Square Feet: Parcel Number: _ ------ i Est. Value: OWNER INFORMATION-` --JI Improv. Cost: — Nae:__mPRESCOTT 1 Date Issued: 11/08/2001 Address: 1983 BEACH AVENUE j Total Fees: 25.00 ATLANTIC BEACH, FL 32233 Amount Paid: 25.00 Phone: 000 000-0000 Date Paid: 11/08/2001 - — Work Desc: IRRIGATIONpPL.ICATION FEES -- CONTRACTORS 25.00 B & L LANDSCAPE CO., INC. 7w- _ mss gg �V` Wit- 7 •-,,s .ry -I 4 3 � � : 4'�- ^i 4 � . XN T4 � � TOI NOTICE- INI�iPE TION4_0 _.___-I , — jM 'j3•�; '• BUILDING MATERIAL; RC)1�fT. KMUST '� DIN PUBLIC �1© �A fA EITHE RAC OR OWNER ------ SPACE, AND MUST B ti © >r 1 T IN THE I "FAILURE TO COMPLY PROPERTY OWNER PAYIN .. ------ : MIT AND SUBJECT TO REVOCATION ISSUED ACCORDING.TO APPROVED P FOR VIOLATION OF APPLICABLE PROVISIONS__ — l + � s 1/96/91 61 � ATLANTIC 5� t4CH BUILDING DEPT. p _ -33463 99199993221999 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMING PERMIT JOB LOCATION: / 79 5 ''� Ate - OWNER OF PROPERTY: C,ykS &, SC'077 - TELEPHONE NO. PLUMBING CONTRACTOR Z Ly �SC ce.)• CONTRACTOR' S ADDRESS : 7 ZY 9 s4ii-/4-�_ STATE . LICENSE NUMBER: - TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST ,FIXTURES BEING REPIPED) TOTAL FIXTURES : x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904) 247-5826 4 CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION ubmittee with .W. go 7)Conies and received by S PM an rdday ten (?Qj ddya Lrior to the.scheduled mcctill r to be,�edsn the age * I COMPLETE _APP_LICAT—10,N5 QR INACCURATELY MARKED SITE+ AILL NOT BE P C &T-10,N5 I0bit4 P kft c4r AI(AM 11a Law, ft 4 244 44441 APPLICANT NAME_ ADDRESS TELEPHONE 2. f _ ADDRESS OR. LEGAL UE�QVPTION OF TREE REMOVAL SI'T'E 3. REASON FOR PROPOSED TRE: , REM V POL poot, WM P6L1V*WXQ F%W" 4. HAS THIS SF1 E BEEN TO THE "TREE BOARD BEFORE? 0 Y[5\w NO � NOT SURE 5. PROPERTY ZONING: \4 RESIDENTIAL ❑ COMMERCIAL 6. LISTTREES PROPOSED FOR REMOVAL: INTERIOR OR CI T * Z N '** r _ RECEIVL: u Pit * Diameter rtt Breast Height(D.B.H.) is measured at 4.5 feet above gra �g� el�Qt��aaiue diameter, measure the trunk circumference and divide by 3.14. Dian eter u swu ti-trunked trets is determined by adding together the diameter of each trunk as measured immediately above the fork$. 7, SITE PLAN/TREE SURVEY indicating: a) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height (DBH) of six inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an"X". f) Trees to be preserved on-site for mitigation must be marked with brackets"[ g) Location, size and species of any proposed new replacement trees marked with a circle "U". h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by= flagging, paint or tape. b) Ail trees to be preserved on-site for mitigation MUST be marked with BLUE flagging, paint or tape. C) The front property corners must be marked by stakes or paint indicating the Lot Number or Address. 9. * lYCQMFLjTE APPLICATIONS OR INACCURATELY MARLQD 51][ES WILL NO'S BE RROCESUD. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF T COD OF ORDINANCES OF ATLANTIC BEACH, _4WA..000. -aftil 4-A&CKF 161 Applicant's Signature Date (*Q�L 3�"=A A�W,A=L ft�v I Owner's Signature Date CITY [SSE ONLY: �z _Z - - I h Tree Conse t' n Board Chairperson Date PART ONE • APPLICANT INFORMATION Please Type or Print. L A pl f'PEL4 A i Ior A snt) Ad�irit, 4,1 A' N��GZ3 it of or Agent Dole CERTIFICATE OF CCCL PERMIT APPLICANT'S AUTHORIZATION If this form is to be completed by an agent of the CCCL permit applicant of record, the agent shall submit this certificate by which the CCCL permit applicant authorizes the agent to act on his behalf for the purpose of completing this form. I hereby authorize 1 to complete this form and to act in my behalf in matters pertaining to thls form, 710 -'g—lonattare o CL Per pU a ` 41$11&1 ��.I�. FM o - 0 t�i�a P _ Printed or Typed Name of CCCL Permit Applicant. Also Name and'dile of Person Signing if Representing a Corporation or Firm. CAUTION; Providing information in this permit application or certification which you know to be false Is a misdemeanor of the second degree pursuant to Section 837.08, Florida Statutes; and is punishable as is provided In Section 775.082, 775.083, or 775.084, Florida Statues. 4 CITY OF ATLANTIC BEACH O CERTIFICATE OF OCCUPANCY I This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: I I l Address: 1983 BEACH AVENUE Owner: PRESCOTT ATLANTIC BEACH, FL 32233 1983 BEACH AVENUE ATLANTIC BEACH, FL 32233 I � Construction Type: REMODEL RESIDENCE Use Classification: SINGLE FAMILY HOME I� Permit Number: 21314 1 Date: 11/13/2001 a DON C. FORD, C.B. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: I I I Address: 1983 BEACH AVENUE Owner: PRESCOTT j ATLANTIC BEACH, FL 32233 1983 BEACH AVENUE ATLANTIC BEACH, FL 32233 i Construction Type: REMODEL RESIDENCE Use Classification: SINGLE FAMILY HOME Permit Number: 21314 Date: 11/13/2001 i DON C. FORD, C.B.O V Post in a conspicuous space Oct 17 01 01: 16p Bivins Electric Company 9042490336 p. 1 10/15/2001- 15:34* 2461082 GRIDER BUILDERS INC PAGE 01 9042490336 p. 1 Oct 15 01 03:04P Bivins Electric Goe+psny enr SMOT11898M nr et-wain--idp,► OF-ACn,FL 32750 Pootre(904VA9 N9-2911-Fait(904)2aat)= MURST FOR EARLY POWER October 15,2001 T0:Pat @ Atlantic Beach Building Dept, From:Pam Q Bivins Electric Bivins Electric Co.,INC,is responsible for early power release at 1983 Beach Ave. 1 am requesting that early power be approved pending temp.final electrical inspection. This is for electrical permit#22112,Gary Grider builder. •cal contractor Buildin contractor If any questions please contact$ivins Electric Co 2494308 Thank you Sincerely, Pannela Didi3e, Office Manager G?Af�� A63 -4 L7t2lv�2 Oct 16 01 07: 04a Hivins Electric Company 9042490336 p. 2 _1Q/1512001 15:34_ 2461082 GP.IDER BUILDERS INC PAGE 01 Oct 15 01 03:04p Hivins Electric Company 9042490336 P 1 BNM TMY F-CG0002917-5004 SOUTh SE ONO STREET-.1ACK800"Mt;H,Ft.32250 Phone(@04)24943001249.2911-Far(904)249-0336 REQUEST FOR EARLY POWER October-15,200) M Pat C Atlantic Beach Building Dept. From-Pam @ Hivins Electric Bivins Electric Co.,INC. is responsible for early power release Wit:' ' I am requesting that early power be approved pending temp.final electrical inspection, This is for electrical permit#22112,Gary Grider builder. iecal contractor Buildin contractor t If any questions please contact Hivins Electric Co @a 249-4308 Thank you Sincercly, '1 Pamela Diddeil;"t � l� Office Manager APPROVED qty. OF A1C BERG j3U1T.nt11G OFFICE= Oct 16 01 07: 04a Hivins Electric Company 9042490336 p, l _'a' ; M 'f§ ..� %• b _ H' f F 4 ys,, Y� �A t .'Jtyyp.� '^�_�1 '?r•�^¢ ,' 1 i!F"^� 31 ., `lgf� ¢.� •, '-; tf7^'"i;Y •_k+J ��. z y��,tY/Jl?as r � 1.'t _ �!• �F" ^ F v Fi x '�.` mpan�, lnc. ER 0009159'' From:Pamela- Duld= OfflCe Manager .bate: Pages: aNCLUDEDF,gXCOVER) If you have any questions please call or fax @ OFFICE(904)249-4308 FAX(904}249-0330 Thank you C 1004 2nd St. S. • Jacksonville Beach, Florida 32250 • (904) 249-4308-249-2911 • Fax (904) 249.0335 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDiN/_G 1 OFA aw�� TL ROAD-AAP 1 IL OFACH,FL 32233-TEL 247-5826-FAX: 247-56-77 Permlt Number: .126Address; 1983 SEACHAVENUE Permit Type: SWIMMING POOL ATLAN T r%. BEACH, FL 3223 Gass of Work: NEW Township: Range: Book: j Proposed Use: POOUSPA LOOP Block: Section: ' Square Feet: Subdivision: NORTH ATLANTIC BEACH i Est Value': Parcel Number: Improv. Cost 18,000.00 - ._ .�.f 4 : nm_R Date issued: 1110/2001 Name: 'PRESCOTT Total Fees: 15£.00 Address: 1983 BEACH AVENUE Amount Paid: 150.00 ' ATLANTIC BEACH, FL 32233 Date Paid: 1/10/2001 Phone: (000)000-0000 Work Desc: SWIM ING FOOL ' iiqt S C IVIP Wal, PERMIT i ! I I i � I �.Y.L�"i{'+Wti+.i,w .l,. 4. H+a�y-`'Y..-a --•"�`l V; - -TitY', iii. .�' la:Y.r�,+.COVER UP UP �A � FINAL BUILDING STEEL r WoTice WsptCTIONS MUST BE REOUMEO A T!.EAST 24 SOURS PROk 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€I T HER 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 i ! 1 til r3 1!$'tlil 8! $159''80 14 A TIC BEACH UILDI _. T. AI(Si ° '� CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMtMXE ROAD-ATLANTIC BEACH,FL 32233-TEL 247-5826-FAX: 247-5877 Permit Number: 21314 Address: 1983 BEACH AVENUE Permit Type: ROOM ADDITION ATLANTIC BEACH, FL 32233 Class of Work: REMODEL I Township: Range: Book: Proposed Use' Lot(s): Block: motion: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est.Value: I Parcel Number: Improv. Cost: 225,540.00 1IW � IA Date Issued: 112212001 Name: PRE CO Total Fees: 2,991.36 Address: 1983 BEACH AVENUE Amount Paid: 2,991.36 ATLANTIC BEACH, FL 32233 Date Paid: 1/22/2001 Phone: (000)000-0000 Work Desc: ADD THIRD FL-50R TO Z!NG TWO STORY RESIDENCE -;-0N-TP yE r , GARY GRIDER ERMI 1,272.00 WATER MPACT FEE 420.00 SEWER IMPACT FEE 1,250.00 f RADON GAS-H.R.S. 6.82 RADON CAB 5% 0.36 CROSS CONNECTION 35.00 I CONST,SURCHARGE 6.46 SCHARGE/ATL.BCH. 0.72 7-1-`7 __ F NIN OVER-UP I LINTEL ITIIE BEAAA FINAL BUILDING INSULATION ! NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF F THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW: f ••.•� - Operators CNEitlflE AT NTIC BEAC BUIL G DEPT. T>1i paf1 61 Receipt: NMI CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT PE IIAAI' I illf�i' I .. ', L Permit Number: 22112 Address: 1983 BEACH AVENUE Permit Type: ELECTRICAL ATLANTIC LEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: POOUSPA Lot(s): Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number -- Improv. Cost: Date Issued: 6/08/2001 Name PRESCOTT Total Fees: 45.00 Address: 1983 BEACH AVENUE Amount Paid: 45.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/08/2001 Phone: (000)000-0000 Work Desc: NEW 300 AMP SERVICE/1 PH/3V1/ 0/110V/3" RA WAY COI�1'I' S PERMIT S 45.00 BIVINS ELECTRIC CO_ ,t " e d e NOTICE- INSPECTION T BE REQUESTED AT LEAST 24 HOURS P ^OR TO IN _ BUILDING MATERIAL RUBBISH DEBRIS FROM THIS WORK MUST NOT BE PJACED IN P ELIC SPACE,AND MUST BE CLEARED U AND HAULS AWAY BY EITHER CONTRACTOR ORO R - "FAILURE TO COMPLY WITH T : NSTRUCTION LIEN LoWftrAIN RESU ')' IN THE PROPERTY OWNER PAYINGVEMPEMTS" ISSUED ACCORDING TO APPRO�Kj PLANS WF CH .R�PAhT 3F HI R AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR d1�1S QF�W." 4 ij 645.11111 14 ATLAN IC B FH BUILDING DEPT. OEM Daus 6/b/61 ii ltmipt: ellim 2a 1111141111M1111111 yr t11 LAIN i Ik• 0CAt.-,n, rLVKIVA �000»eer APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: G�/1�_2 _ o2m0 p1APaI;TANT NOTICE: I !REA DERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWIN WE B TO PERFORM SAID WOR ORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, HiCHART HEREOF. AND IN CORDAN EWITH THE E TRICAL REGULATION DES AND C11YA H OR ACES. w f ECTRICA IRM: M ELECTRICI lgNATVRE NAME AQ RE33:. /f �RFD BOX,.._, BLDG.SIZE BETWEEN: RES.( APT.( ) COMM.( 1 PUBLIC( I INDUS.( ) NEW ( OLD ( 1 REW.{ y ADDITION( I TRAILER ( ) TEMP.( ) SIGNS ( ) SO.FT. SERVICE- NEW(/ INCREASE( ) REPAIR ( ) F== CONDUCTOR SIZE AMPS COPPER ( I ALUM. (✓) SWITCH OR BREAKER 3Ct) _ AMPS f PH I�W VOLT, 3 r! RACEWAY EXIST.SERV.SIZE AMPS I PH W1 VOLT I RACEWAY 1 -- nEDERS NO. SIZE T. SIZE NO. SIZE I LIGHTING OUTLETS I CONCEALED � ! OPEN ! TOTAL I RECEPTACLES } CDINCFALED I I OPEN 1 1 TOTAL O-JO AMPS. j 31-100 AMPS. SWtTC7-IE9 I � ` INCANDESCENT FLUORESCENT&M.V. ` I FIXE 0.100 AMPS. IOV CA APPUANCZ9 I BELL TRANSF. I ` AIR H.P.RATING I H .RATING I , 1 CONDITIONING COMP.MOTOR OTHER MOTORS l AMPS CSIL HEAT:; KW-HEAT I 1 I "ERIMOTORS H.P. i VOLTAGE ! PHS NO. I I )LP. VOLTAGE PH51 MISCELLANEOUS II TRANSFORMERS: UNDER 600 V. OVER 600 V. I NO. i KVA I '1 NO. TKVA ` NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHEW EA04 SIGN FORWARDED S TOTAL FEES CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax:247-5877 ELECTRICAL PERMIT PERMIT INFORMATION AO .L INFORMATI N Permit Number: 21889 'Address: 1983 BEACH AVENUE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: POOUSPA Lot(s): Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: 1 ►Wf IhIFQRMA"CION Date Issued: 5/03/2001 Name: PRESCOTT Total Fees: 35.00 Address: 1983 BEACH AVENUE Amount Paid: 35.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/03/2001 Phone: (000)000-0000 Work Desc: WIRE POOL _ CONC`I'+tR .;, _, LICAT ION S� HABITAT ELECTRICAL CONTRACTORS � � P RK11 � _� 35.00 A r mom" `w A Zz 7 F � t d ,"A ROUGH ELECT iC' F NOTICE- INSPEGTION�: T BE REQUESTED AT LEAST 24 HOURS !OR TO !#�1SPEGTlON - . , BUILDING MATERIAL, RUBBISH AN `DEBRIS FROM THIS WORK MUST NOT B§PLACED INJ) JBLIC SPACE,AND MUST BE CLEARED UPNA D HAULEDWAY BY EITHER CONTRACTOR OR ER "FAILURE TO COMPLY WITH T,. W RESULT IN THE PROPERTY OWNER PAYING.T'I E OR U1LD i 111 — , ISSUED ACCORDING TO APPROVED P RE, 'AJkT MIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVIS{ CHEU OiS �_Jv ATLANT BEAG'�' BUILDING D PT. Et .;S CITY OF ATLANTIC BEACH ^� DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax 247-5877 ELECTRICAL PERMIT PERMIT NFCRMATION E: CATI N INFORMATI Permit Number: 21889 Address: 1983 BEACH AVENUE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: POOL/SPA Lot(s): Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est.Value: Parcel Number: Improv. Cost: OIIFt tltilL?RMAION Date Issued: 5/03/2001 Name: PRESCOTT Total Fees: 35.00 Address: 1983 BEACH AVENUE Amount Paid: 35.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/03/2001 Phone' (000)000-0000 Work Desc: WIRE POOL _ Ct3NTRA 7OR S. .. . � CICAT N FEES'' T HABITAT ELECTRICAL CONTRA OR8 P R!lIIIT 35'00 t= x tea . h ` ROUGH ELECT IC L' �r. NOTICE - INSPECTIONS1 BE REQUESTED AT LEAST 24 HOURS lOR TO IiVSPECTION t, BUILDING MATERIAL, �OBBISH AN6DEBRIS FROM THIS WORK MUST NOT B LACED IN [*JBLIC SPACE, AND MUST BE CLEARED UP AND HAULEIWAY BY EITHER CONTRACTOR OR ER "FAILURE TO COMPLY WITH T., �' �,' Iwo-AN RE LT IN THE PROPERTY OWNER PAYINGa T1NI EORilt .DIC H11� VNc ISSUED ACCORDING TO APPROVED P�_ VMt RF.,, 'A T �\ MIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISiO9 .1 ATLANTIC BEAC BUILDING D PT. Date. 5,1011gii ' CKS ....d _ F.i_i.. CITY OF ATLANTIC BEACH, FLORIDA Applov.dby APPLICATION FOR ELECTRICAL, PERMIT 'TO 111E CHIEF ELECTRICAL INSPECTOR: DATE:J_A� g _16 1 -19-- IMPORTANT 19_— IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING TILE WORK AS DESCRIBED IN TIIE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH TIIE ATTACIIED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: .�}. ASTER ELECTRICIAN SI ATUREn JURNEYMA NAME _ t�_E,�. t ( ADDRESS:1993 L44)1 /'-tV . . RFD BOX BLDG.SIZE S_ 4�� A65. 4 4c4 BETWEEN: RES. (K) APT. ( ► COMM. ( 1 PUBLIC ( ) INDUS. ( I NEW ( 1 OLD 1 1 REW. 1 ) ADDITION ( 1 TRAILER ( 1 TEMP. ( I SIGNS ( 1 SO. FT. — SERVICE: NEW ( 1 INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS _ COPPER SWITCH OR BREAKER AMPS I'll W VOLT RACEWAY EXIST.SERV.SIZE AMPS PIT W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. — SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED_ OPEN TOTAL 0.30 AMPS. 31-loa t rs. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED o-too AMPS. OVEn - — -- -- ----- --- — —APPLIANCES -- — —- --- -----_- BELL TRANSF._l_-__ _--- AIR N.P. RATING H.P. RATING - — — CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL IIEAT: KWHEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 111•P. VOLTAGE PHS MISCELLANEOUS I CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 2475826-FAX: 247-5677 -- _ PERMIT INFORMATI N - LOCATION INFORMATION , Permit Number: 21975 Address: 1983 BEACH AVENUE Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: POOLISPA Lot(s): Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: —_ Q M INFORMATION Date Issued: 5/16/2001 Name: PRESCOTT Total Fees: 41.00 Address: 1983 BEACH AVENUE Amount Paid: 41.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/16/2001 :, : (000)000-0000 Work Desc: HVAC - CONTRACTOR !' CATION JFEES OCEAN STATE HEAT&AIR 41.00 � X10* R UGH MECHA k. mat NOTICE-i4SPECTtO E REduestED,AT LEA1 I*44 i-t611R�P TO INS CTION BUILDING MATERIAL, BBISH AIWI RIS FROM THIS WORK MUST NOT CEO INe�Tp LIC SPACE,AND MUST BE CLEARED UP D HAULED. 1Y BY ETHER CONTRACTOR O ER "FAILURE TO COMPLY OTH $ R T IN THE PROPERTY OWNER PAYI Q — ---- 44 ISSUED ACCORDING TO APPROVED P I ' IT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIO - � R 2 i' 141.99 14 ATL ANTIC-f`3EACH BUILDING DEPT. ktolS/15/A1 61 Rwtipt: 991131 5/ 14A T 14 t BUILDING AND ZONING INSPECTION DIYISION City Of AViAntiG 8914ch CITY OF ATLANTIC BEACH. . ATiJ1tiT1C 1iACte,>•LORIDA haat] II Ing li Q{�1(�� APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPCRTANT—Applicant to complete ail items in sec'ions I, II, III, and N. LCCATICN Street.Addrats; I i�? li 111,E 1, -1 / OF Interjecting sbe.m 3at..an And i DUIL:IND sub.dhiHen II. IDENTIFICATION —TO be completed by ail applicants. in consideration of permit given for doinq the"tk as described In the above ttmemem we Hereof agree to perform raid.mrk in accordance .ith the attechpi plan. area 10e61iufiens which are a part hereof and in accordance with the City of Jacisonvilb ordinances and standards of good.proctics listed therein. Name of MechanicalC*0rocters Gakuter(►rintl �C<oGn s Master I r*G y Name of I ►repertY Oemer f f '1'fi' Stlaature of Omer Signature of c Astheriud Agost Architect or Engineer III. GiNSAL INFORMATICN A. Type of hosting Nei: 8, IS OTHER CONSTRUCTION BEING DONE ON Eya t". THIS 3UILOING OR SITE? C Bas—❑ LF Q Natural ❑ Centel Utility IF YES, GIVE NtJIA(B�FR� N3TRUC'fON Q �il PERMIT d Or Q OMar--Specify IV.t/ECHAHICAL LpU1FMINT TO SE INSTAUXI NATURE OF WORK (Provide complete list of cempeawb so back of thh ferml O i Reeidentisl or Q Commercial Heat 1: Specs Q Recessed O antro{ Q Beer ❑ New Building ` Z AirCan"rttesingt ❑ Ream '%� Caetral Existing Building 1 ,�'Osct Systems Mateste .t1yi<.— � Replacement of existing system Maximum u•1ocity IJJ16 9Fi New Installation(No system previously tnstatteO v/ Q Itabige»the" ❑ Extension or add-on to existing system 11 ❑ Other—Specify Q Cosilag towel capacity 946% CRM sprinklers, Nwniw Q Efof kos�a_ .e.t« k ❑ A.nlla Q6ai.1eR formic+ THIS SPACE POR OFFICE Via ONLY �6 0.aewNne (Rawl'") Q•Tasks— Iger) Rsme.ks ❑ LJt:pnteGe� Inembr) Q UsA ed Perera vessel hmsit Appssvd by— beam y MB's C Otlr—'SPw,h Formit Fee— LJ7r ALL EQUIPMENT AUt CON=MNG AND RZMGUATION LQUW)=r Caps�ty NltmberUnita Desetiyrioa Xadelinumber Yanutaatuter (lbesI Ai�f C,a �- - •/ �-- HRAT%NG•FURNACES, BOMMM F.num ACES NV=Lber17tetto Deentpu m XedalXumbee ![aauLotttne ( ,)Y �f�! G✓.Lr✓ '.1000 v TANTS Hos mmy RaQfaal Caoedtp Type IJiuld Ifism of Serial Appcoviati ala"Dlaaseslans ConCaYseA ]4mnettaee No. �1�7 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: 21368 Address: 1983 BEACH AVENUE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: Proposed Use: POOUSPA Lot(s): Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 1/31/2001 Name: PRESCOTT Total Fees: 116.50 Address: 1983 BEACH AVENUE Amount Paid: 116.50 ATLANTIC BEACH, FL 32233 Date Paid: 1/31/2001 Phone: (000)000-0000 Work Desc: INSTALL PLUMBING IN ADDITION CONTRA S) 'ilk I& Vw- 0 AWPIAQWN FEES STEEG PLUMBING PERMIT 116.50 • ns UNDER SLAB PLUMBING 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. 4116.5814 ATLANTIC BEACH BUILDING DEPT. CHEC=KS 2/81/81 81 Receipts 91113511 t f k a CITY OF ATLANTIC BEACH ' APPLICATION FOR PLUMBING PERMIT ';JOB4OC�1T ION: s OWN ER! . PROPERTY: ��s �11fS�f, TELEPHONE NO. PLUM NG CONTRACTOR' 6� C CON' TRACTOR S ADDRESS M/4 f ' STATE s LICENSE NUMBER: �Fe _37194 TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED 4 SINKS _.SHOWERS LAVATORY WATER HEATERS fir: F k2 BATH. TUBS �_ DISHWASHERS � URINALS DISPOSALS CLOSETS WASHING MACHLNE ` FLOOR DRAINS. SHOWER PANS 9A ": SEWER WATER M1 4,1 . : REPIPE OTHER �TQTT FIXTURES : _ x $3 . 50 + $15 . 0'0 MINIMUM PERMIT FEE — $25 . 00 ,=5 URB OF OWNER: SIGNATURE OF CONTRACTOR: F, INSTALLATION OF PLUMBING AND `fIXTURES MUST BE IN ACCORDANCE WITH OST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. '' C ,DAY AHEAD TO SCHEDULEiINSPECTIONS — (904 ) 247-5826 5 CONNECTIONS MUST BE CABLED INTO PUBLIC WORKS FOR INSPECTION ' CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD—ATLANTIC BEACH,FL 32233-TEL: 2475826—FAX: 247-5877 _ PERMIT�CRI "I' 77 A I # RIIi �N _ _ Permit Number: 22216 _ Address: 1983 BEACH AVENUE Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: Proposed Use: POOUSPA Lot(s): Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: O� IIVIA7IQN ` � Date Issued: 6/21/2001 Name: PRESCOTT Total Fees: 25.00 Address: 1983 BEACH AVENUE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/21/2001 Phone: (000)000-0000 Work Desc: GAS PIPING INSIDE _ CONTI�AC7�S►� �.�..:�' .. T�IC�t't7d i1 . .�__._.�.�.�_�._�. _:____.�_ PRO-GAS CORP. _PER IT 25.00 r` IA je. A ° . ti .,fix'� s z -71 x NOTICE-INSPECTI Rt ST BE REQUESTED AT LEAST 24 HOURS PRR TO INSF�CTION BUILDING MATERIAL,`RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE ACED IN I�UBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR ER "FAILURE TO COMPLYlMTH TRIE �RU"CTIOIES: 4AN RESULT IN THE PROPERTY OWNER PAYING 1`if�, E�R PflESy' ' - ISSUED ACCORDING TO APPROVED'PLAT IG_ R "P tT F Q�AIT AND SUB.IECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROV164ON8,.Q �AW �e $25.88 14 ATLANTIC BEA. H BUILDING DEPT. Date: 6121/81 el Receipt: 885772387 CHECKS -- •, o p�ar E , tRere �a < gaysr ss� Bow% L. „aa i-4 t 2661 BUILDING AND ZONING INSPECTIOtX OMMON L'cach CITY OF ATLANTIC BEACH L�L.i: €:;g and Zoning ATLANTIC axACN.rt.ON:aA Sats APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT—Applicant to complete ail items in sections I, 11, III, and IV. S61r4eT tic LAUILDINTG .f Addr..a (] .dMq Sln.hl LA•u l 7 And S�Vc dhidew 11. IDENTIFICATION —To be completed by all applicants. Iw ton•id.r.lien ( p.rmil qi..n for doing 1h. --k <. d,i6.4 t6. •6o.e d•t..wul.<6.r.6y.q,.. I. p.rl.rm..Id-k 01% M. dlwigd pl.n• nd ,puifle•Ilen• .hick ... • p.rt hu•.l •wd in .cc.rd•wc. -B6 16.Gly w(J•ckr.n.ill. adG•neu swd ,4nderde of q..d.prsatic. IiJ•d Ih.nin. No.w e(Ms6wlul R" � ns-0 C.wfr•<Isn r•` � �7/� GwMuiw Orlwll v `[..� v N- 4 Fnp.Ay O.w.r SIsw.Arn i O. r Signwlvn e( w Avlhwiud Aqui Arehil.af .r Ewgin••r t11. GENERAL INFORMATION A. Tips d 641WI Ives: a. 15 OTMEA CONSTRU L—TION BEING CICIP � ❑. E1e4ir{e TNI! BUILOING OR SITE? �/ W 'G. —(2,'11 ❑ N-1 ❑ Gntrei Utility IF YES.GIVE HUM+�B ER Of 0017TAIIGTION CI ON PERMIT p.I j l 7 ❑ Onlays— Sp.eify IV. 611CMM NWAL agwFU!•(T TO SS tHSTALLM NATURE OF WORK (ha.id.complete Ilat e(<emponsnh ew bad of this farmI V, Rseldenllal or ❑ Commercial ❑' Hes! ❑ Sp-" ❑ lecessed ❑ Ca.""i ❑ I. Ilk New Building ❑ Alt Ca"dienin0: ❑ losm ❑. Gwttel ❑ Existing Building ❑ Orct Sydetw: Idal.ri.l ThI4...LCO Replacement of existing system M•almvm upadly eJ�s. �ktl Now Installation(No system previously Insialledl C3 C2 AsfrigetsX.e C3 Extension or add-on to.xlatina system Galles Laver: Gpocit/ 9 Othw—Specify G ❑ Awe rpriwll.ne Nrmbw .d k_.. ❑ tite.eler Q M.nllfl ❑ . TMlS AACi FOE OFFICE Yfi ONLY ❑.Gesell"pr-pe1*-ems-+l Q Ys(trwel plovers vessel . ❑ 144b P.weill App el by Oar- a«er_.Sp.wfr iNs�D t..edt LIST ALL EQUIPMENT Ani CONDITLOI MIC, AND REMGERATIO14 EQUIMENT Csp�d p�p�ov4sW wtanherValts Dessrlptlast XodelNumber XaMwEaaOsnr (SSeB17 ,.►�nr HSATSIG - Irt"ACES, BOILERS. FINUUM.ACES Number Tsai D.eed1pudws, od.t 2naaber ]taanlasture, ( ) Js�T TAXXS New M-7 X-RA sl cap—Ib T"o I J'V+td Ifams of gad Dms�sedcea t�oatata<4 mA a"tar W Na �1 CITY OF r��uctic �ea� - �C�ida 800 SEMINOLE ROAD JL ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 DATE l- �2 9-6) JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS Please call me at 904-247-5826 if you have any questions. Sincerely, r ATLANTIC BEACH BUILDING DEPARTMENT FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION NOTICE TO PROCEED Permit Number: DU-281 Permittee: Permit Expires: October 26, 2003 Christopher and Robin Prescott c/o George Bull, Jr., Architect 363 Atlantic Boulevard, Suite 3 Atlantic Beach, Florida 32233 You are hereby granted final authorization to proceed with the construction or activities authorized by the permit number referenced above. Authorized work must conform with the detailed project description, approved plans, and all conditions including preconstruction requirements included in the final order. A brief description of the authorized work follows. Project Description: Construction of a swimming pool, other structures/activities, excavation and placement of fill. Project Location: Between approximately 50 feet and 100 feet south of the Department of Environmental Protection's reference monument R-43, in Duval County. Project address: 1983 Beach Avenue, Atlantic Beach. Special Instructions: A preconstruction conference is required. Questions regarding the it or this notice sh be directed to the undersigned at: Office of Beaches and Coastal Systems i.2.. 3900 Commonwealth Blvd. - M.S. 310 i y / Tallahassee, Florida 32399-3000 DatJ of bktice Efana A. Latino, Engineer Telephone (850) 488-3180 DAL/jg cc: Permit File Permit Information Center Bobbie Nelson, Field Inspector Christopher and Robin Prescott , Property Owner City of Atlantic Beach Building Official DEP Fomt73-131(Rm.01/n Post Conspicuously on the Site i * Department of W FLORIDA. . Environmental Protection =•�� -�- Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard David B.Struhs Governor Tallahassee, Florida 32399-3000 Secretary October 30, 2000 ��VED George Bull, Jr., Architect NOV 1 2000 363 Atlantic Boulevard, Suite 3 Atlantic Beach, Florida 32233 City °f Atlantic Beach Building and zanlnq Dear Mr. Bull: NOTICE TO PROCEED WITHHELD PERMIT NUMBER: DU-281 PERMITTEE NAME: Christopher and Robin Prescott Your request for a permit pursuant to Section 161.053, Florida Statutes, for construction or other activities seaward of the coastal construction control line, has been approved by the Department of Environmental Protection. However, construction may not commence until after the permittee has received a notice to proceed in accordance with Special Permit Conditions 1 and 2, and the permittee complies with any preconstruction requirements described in Special Permit Conditions 3 and 4. Please read the permit and permit conditions including both the Standard Permit Conditions and any Special Permit Conditions closely before starting construction. Standard Permit Conditions 1(q), and 1(s), pertain to written reports which must be submitted to the Department of Environmental Protection under the signature and seal of a professional engineer, architect, or land surveyor (as appropriate) at specified times. Forms for use in preparation of these reports are enclosed. Make sufficient copies of the periodic report form to provide the required reports. The periodic reports are due in the office of the Office of Beaches and Coastal Systems on a monthly basis on the last working day of each month. No progress reports are required until such time as construction activities have started. The permit will expire October 26, 2003. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the permit for up to but no more than one additional year. You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply for a new permit, there is no assurance that such new permit for the same construction or activities would be approved. Any person whose substantial interests are affected by any decision of the Department on the application has the right to request an administrative hearing in accordance with the provisions of Sections 120.569 and 120.57 of the Florida Statutes. Should you desire an administrative hearing, your request must comply with the provisions of Rule 28-106.201 of the Florida Administrative Code, as indicated below. Send requests for hearings to the Department of Environmental Protection, Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399. The Department must receive the request within twenty-one days after your receipt of this notice. "More Protection, Less Process" Printed on recycled paper. George Bull, Jr., Architect October 30, 2000 Page 2 When the Department receives an adequate and timely filed request for hearing, the Department will request the assignment of an administrative law judge. Once an administrative law judge is requested, the referring agency will take no further action with respect to the proceeding except as a party litigant, as long as the Division of Administrative Hearings has jurisdiction over the formal proceeding. Rule 28-106.201(2) of the Florida Administrative Code requires that a petition or request for hearing contain the following information: (1) The name and address of each agency affected and each agency's file or identification number, if known; (2) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests will be affected by the agency determination; (3) A statement of when and how the petitioner received notice of the Department's action; (4) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (5) A concise statement of ultimate facts alleged, including the specific facts the petitioner contends warrant reversal or modification of the Department's proposed action; (6) A statement of the specific rules or statutes the petitioner contends require reversal or modification of the Department's proposed action; and (7) A statement of the relief sought by the petitioner, stating precisely the action petitioner wishes the Department to take with respect to the Department's proposed action. A person may request an extension of time to petition for an administrative hearing. The person filing the request for extension must do so within the time limits for filing a petition described above and serve all parties with the request. The request must state why an extension is needed. The Department will grant an extension only when good cause is shown. If a petition or request for extension of time is filed, further order of the Department becomes necessary to effectuate this notice. Accordingly, the Department's final action may be different from the position taken by it in this notice. Actions undertaken by you under this permit, pending the lapse of time allowed for the filing of such a request for hearing, may be subject to modification, removal, or restoration. Failure to petition within the allowed time frame constitutes waiver of any right that such a person has to request a hearing under Section 120.57 of the Florida Statutes and to participate as a party to the proceeding. If a legally sufficient petition for hearing is not timely received this notice constitutes final agency action. When this order becomes final, any party to the order has the right to seek judicial review under Section 120.57 of the Florida Statutes and Rule 9.030(b)(1) and 9.110 of the Florida Rules of Appellate Procedure by filing a notice of appeal with the Department of Environmental Protection, Office of General Counsel, Department Clerk, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399, and with the appropriate district court of George Bull, Jr., Architect October 30, 2000 Page 3 appeal within thirty days after this final order is filed with the Department Clerk. The notice filed with the district court must be accompanied by the filing fee specified in Subsection 35.22(3) of the Florida Statutes. Any subsequent intervention will only be at the approval of the presiding officer upon motion filed under Rule 28-106.205, Florida Administrative Code. A person whose substantial interests are affected by the Department's proposed agency action may choose to pursue mediation as an alternative remedy under Section 120.573 before the deadline for filing a petition. Choosing mediation will not adversely affect the right to a hearing if mediation does not result in a settlement. The procedures for pursuing mediation are set forth below. A person may pursue mediation by reaching a mediation agreement with all parties to the proceeding (which include the applicant, the Department, and any person who has filed a timely and sufficient petition for a hearing) and by showing how the substantial interests of each mediating party are affected by the Department's action or proposed action. The agreement must be filed in (received by) the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, by the same deadline as set forth above for the filing of a petition. The agreement to mediate must include the following: (a) The names, addresses, and telephone numbers of any persons who may attend the mediation; (b) The name, address, and telephone number of the mediator selected by the parties, or a provision for selecting a mediator within a specified time; (c) The agreed allocation of the costs and fees associated with the mediation; (d) The agreement of the parties on the confidentiality of discussions and documents introduced during mediation; (e) The date, time, and place of the first mediation session, or a deadline for holding the first session, if no mediator has yet been chosen; (f) The name of each party's representative who shall have the authority to settle or recommend settlement, and (g) Either an explanation of how the substantial interests of each mediating party will be affected by the action or proposed action addressed in this notice of intent or a statement clearly identifying the petition for hearing that each party has already filed, and incorporating it by reference. (h) The signatures of all parties or their authorized representatives. As provided in Section 120.573 of the Florida Statutes, the timely agreement of all parties to mediate will toll the time limitations imposed by Sections 120.569 and 120.57 for requesting and holding an administrative hearing. Unless otherwise agreed by the parties, the mediation must be concluded within sixty days of the execution of the agreement. If mediation results in settlement of the administrative dispute, the Department must enter a final order incorporating the agreement of the parties. Persons whose substantial interest will be affected by such a modified final decision of the Department have a right to petition for a hearing only in accordance with the requirements for George Bull, Jr., Architect October 30, 2000 Page 4 such set forth above, and must therefore file their petitions within twenty-one days of receipt of this notice. If mediation terminates without settlement of the dispute, the Department shall notify all parties in writing that the administrative hearing processes under Sections 120.569 and 120.57 remain available for disposition of the dispute, and the notice will specify the deadlines that then will apply for challenging the agency action and electing remedies under those two statutes. You are advised that notice of this agency's final action on this permit has been given to other interested parties. They have twenty-one days from receipt of the notice to exercise any rights they may have under Chapter 120, Florida Statutes. Actions undertaken by you under this permit, during this period may be subject to modification, removal or restoration. The authorized work is strictly limited to that described on the enclosed final order. Please direct any questions pertaining to this permit to me by letter at the above address, or by telephone at 850/487-4475. Sincerel , Dana A. Latino, Engineer Office of Beaches and Coastal Systems DAL/jg Enclosures cc: Permit Information Center Bobbie Nelson, Field Inspector City of Atlantic Beach Building Official Christopher and Robin Prescott , Property Owner NOTE: THIS AUTHORIZATION "`QC� STATE OF FLORIDA y+EM1�. IS DIFFERENT FROM THE ��n DEPARTMENT OF ENVIRONMENTAL PROTECTION c 11. Office of Beaches and Coastal Systems ORIGINAL REQUEST. SEE s FLORIDA 3900 Commonwealth Blvd. - Matt Station 300 SPECIAL PERMIT CONDITIONS. Tallahassee, Florida 323x9-3oo0 (850) 488-3180 PERMIT NUMBER: DU-281 PERMITTEE Christopher and Robin Prescott c/o George Bull, Jr., Architect 363 Atlantic Boulevard, Suite 3 Atlantic Beach, Florida 32233 PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINAL ORDER FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line which are indicated in the project description, was filed by the applicant/permittee named herein on July 24, 2000, and was determined to be complete pursuant to rule on July 28, 2000. The proposed project is to be located landward of the 30-year erosion projection and the existing line of construction established by major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Rule 62B-33.007, Florida Administrative Code; and that it is an activity or type of construction which the designee of the Director of the Office of Beaches and Coastal Systems has authority to approve or deny pursuant to Deputy Secretary Directive "Delegation of Authority", effective July 1, 1999. Based on the foregoing considerations, the designee approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) and the Standard Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below, pursuant to Subsection 161.053(5), Florida Statutes. EXPIRATION DATE: October 26, 2003 LOCATION: Between approximately 50 feet and 100 feet south of the Department of Environmental Protection's reference monument R-43, in Duval County. Project address: 1983 Beach Avenue, Atlantic Beach. PERMITTEE: Christopher and Robin Prescott PERMIT NUMBER: DU-281 PAGE 2 PROJECT DESCRIPTION: Swimming Pool 1. Location relative to control line: A maximum of approximately 98 feet seaward with a concrete deck extending up to 103 feet seaward. 2. Exterior dimensions: 15 feet in the shore-normal direction by 28 feet in the shore-parallel direction. 3. Type of foundation: See Special Permit Condition 1.6. 3.1. Pool Shell: 8-inch reinforced concrete walls with 12-inch reinforced concrete bottom. 3.2. Piles: Helical piers encased with 8-inches concrete. 4. Pile Tip Elevation: -1.23 feet (NGVD), or deeper. 5. Deck elevation of swimming pool: +14.27 feet (NGVD). 6. Bottom elevation of swimming pool: +9.44 feet (NGVD). 7. Maximum depth of swimming pool: 5 feet. Excavation/Fill 1. Total volume of excavation: Approximately 100 cubic yards. Volume of net excavation: None; excavated material to be placed as fill on the project site. 2. Location of excavation: From 82 feet to 98 feet seaward of the control line. 3. Maximum depth of excavation: Approximately 5 feet below existing grade. 4. Volume of fill from excavation to be placed: Approximately 100 cubic yards. 5. Location of imported fill to be placed: From 100 feet to 139 feet seaward of the control line. Other Structures/Activities 1. Remove seaward wooden deck. See Special Permit Condition 5. PERMITTEE: Christopher and Robin Prescott PERMIT NUMBER: DU-281 PAGE 3 2. A post-supported, open, wooden, deck with dimensions 8 feet shore-normal by 35.5 feet shore-parallel attached to the second floor seaward side of the existing dwelling located approximately 83 feet seaward of the control line. 3. A frangible, concrete pool deck located a maximum of 102 feet seaward of the control line with control joints on 5-foot centers each way. See Special Permit Condition 1.5. 4. A new covered entry on the south side of the existing dwelling. See Special Permit Condition 1.1. 5. A 4-foot wide, open, wooden, elevated, post-supported beach/dune walkway structure is to be located a maximum of 10 feet seaward of the vegetation line. See Special Permit Condition 1.2. 6. A landward concrete driveway. See Special Permit Condition 1.3. SPECIAL PERMIT CONDITIONS: 1. No work shall be conducted under this permit until the permittee has received a written notice to proceed from the Department. Prior to issuance of the notice to proceed, the permittee shall submit two copies of detailed final construction plans and specifications for all authorized structures or excavation, including all appurtenant structures and utilities. These documents shall be signed and seated by the design engineer or architect (as appropriate), who must be registered in the State of Florida, and shall bear the certifications specified in Rule 62B- 33.007(3)(b), 62B-33.007(3)(m) for pools and 62B-33.007(3)(0), Florida Administrative Code. These plans and specifications shall be subject to approval from the staff and shall include or reflect the following: 1.1. Details of covered entry. 1.2. Details of walkover. 1.3. Details of driveway indicating frangible design. 1.4. Grading and drainage plan indicating no storm water runoff directed seaward or onto adjacent properties. 1.5. Revised drawings indicating the frangible pool deck designed with no metal reinforcing. 1.6. Revised pool drawing bearing a certification by the design engineer or architect that the swimming pool design will not increase the risk to the adjacent structure during coastal storm events. PERMITTEE: Christopher and Robin Prescott PERMIT NUMBER: DU-281 PAGE 4 2. No work shall be conducted under this permit until the permittee has received a written notice to proceed from the Department. Prior to issuance of the notice to proceed the permittee shall provide written documentation from the Division of State Lands indicating permission to construct the dune walkover on state sovereignty lands. 3. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Office of Beaches and Coastal Systems to establish an understanding among the parties as to the items specified in the special and standard conditions of the permit. The proposed locations of the structures shall be staked out for the conference. Please call Ms. Bobbie Nelson at (877)332-4307 for an appointment. 4. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected at the discretion of the field engineer along the perimeter of the permitted activity. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative so as to provide maximum protection to the existing vegetation located on the site. 5. All rubble and debris resulting from this construction shall be removed to a location landward of the coastal construction control line. 6. All permanent exterior lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional permanent exterior structural or landscaping lighting is authorized. Approved plans are incorporated into this permit by reference. Done and ordered this 2 day of� �er 2000, in Tallahassee, Florida. Attachment: Standard Permit Conditions FILING AND ACKNOWLEDGEMENT State of Florida FILED, on this date, pursuant to S120.52 Department of Environmental Protection Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged. J 4en�PZbbaI4d4, PL�A�nistrator !1067? Office of Beaches and Coastal Systems Deputy Clerk Date t� o alp TIN LP) r CK 07 fo a ' �4 � ' � 1 � 0 *rXF al 0 or a -- � ZMfu� - ILIA 6AUt.4 � ov ► vflowo *Its IVB AL , l #•pC,R a �t.°t' S t �� tib T H pw c 1 00 � �� t� V j � VI 3J lit Mo VM .�-� -- Q 4 � 4 �'� , ,,r��C tri tto t-4 40�� CITY OF ,4&4ar& V - 9&vda 800 SEMINOLE ROAD ATLANTIC BEACH.FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA al 3qy *MrQ d by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: PAPORTANT NOTICE: CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE B AGREE TO PERFORM SAID WOR ORDANGE WITH THE ATTACHED PLANS AND SPECIFICATIONS, HICH RE A PART HEREOF, AND IN' CORDAN E WITH THE E TRICAL REGULA=AND ATLA IC BEACH(fiOR ACES. < r (yr7 ECTRICAL FIRM: M ELECTRICI IGNATU FE NAME AO MS:. _ RFD BOX BLDG.SIZE 3300 OL BETWEEN: RES.( APT.I ) COMM.( ) PUBLIC l ) INDUS.( ) NEW( OLD( ) REW. ( j ADDITION ( ) TRAILER ( ) TEMP.( ) SIGNS ( ) SQ.}T. SERVICE: NEW(— INCREASE( ) REPAIR ( ) FEE CONDUCTOR SIZE ttr AMPS 0 COPPER ( ALUM.(�} SWITCH OR BREAKER O AMPS PH 3 W OvOLT I ov RACEWAY EXMT.SERV.SIZE AMPS PH I W VOLT RACEWAY FEEDERS NO. SIZE INC. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT O'1 OVER MOTORS H.P. i VOLTAGE PHS NO. { 1 R.P. VOLTAGE PHS MISC LANEOUS ff TRANSFORMERS: UNDER 600 V. I I OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHE EACH SIGN FORWARDED S TOTAL FEES CITY OF ATLANTIC BEACH Flxcure Unic Worksheec for Wacer Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASURE:'.ENT OF WATEa DE�-OXO FOR EACR WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THS CITY WATER SYSTE.'!. 7HE WATER SUP?LY CH�RGE IS HEREBY FIXED AT 7,;E`-Y DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTE_N. 1-BATHROOM GROUP CONSISTING OF SERVICE .SINK -jjap STAND WATER CLOSET. LAVATORY b BATH (8) TUB OR SHOWER STALL (6) „1. 1-1 WATER CLOSET CJ WAM CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BAidZVBiSHOtr`ER (2) _URINAL WALL { SHOWER GROUP PER HEAD (3) FLOOR DriAI`, (!) i SHOWER STALL DOMESTIC (2) ^LAUNDRY T.,-.Y (2) 2 =d-BJ-NA----CX S:I;K A.NC _ (3) -T WASHING MACHINE (3) PGT, SCULL_R': 5I:IK ;-i G t Z DLSHVASFiE.Z (=) WASH SINK EACH SE_ Cc FAUCETS ('_} XITCHEt SINX (2)ljt 7' 44Q� t t DENTAL LAVATORY (i} { LITG3SINX WITH WASTE 3 0E`iTAL UNIT OR CUSPIDOR (1) GRIXD E3 (3) - Q DID£:' (!,) URINAL SIAL:., wASFOU:' (�) FL17SHIXG XL4 SINK (8) ___{.___COluiB A7 ON S IN:{ AND TRY WITH FCCD DISPOS. {4) 1 URINAL, F=ESTAL, SY?ECN JET DRINKT_NG FOUNTAIN (1/2) BLOWOUT (2) _LAVATORY. BARBER/3EAUTY S'' C ICE MAKER (1/2) 5.-- SLOP (2) SURGEONS SINK (3) A LAVATORY, SURGEONS (3) _JACUZZI (2) URINAL STALL, WASHOUT (4) eq1,yy�g3/ TOTAL FIXTURE UNITS ( $20.00 EAC:i (� � do .JOB INFOP-MATION �1c� l-j 14 Ctr' cl �j2�Pd S ✓� / "C CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address_ SSE,4cH AVilA-T(b0 01 � Date Heated Square Footage 332 @ $ 4?()•a0 per sq ft = Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : $�, yd C7 $ A16a.0 � Total Valuation 1st $ 25r, 5q-d _ -3122 $ VJ Remaining Value $ per thousand o� portion thereof TOTAL BUILDING FEE $ 3 8 + 1/2 Filing Fee $ { / (/ ) Fireplaces @ $15 . 00 $� BUILDING PERMIT FEE $ / 17"D 62,5b 4e 0>_ �j110 --j'WATER IMPACT FEE $ W2 0 SEWER IMPACT FEE- -i&— WATER METER/TAP a2 s0 CAPITAL IMPROVEMENT $ Ut SS) RADON (HRS) . 0050 $ Z 3� SECTION H PAVING ( ) $_ HYDRAULIC SHARES $ -- 0 — CROSS - 0 —CROSS CONNECTION $ 3.S U YJ V' SURCHARGE .0050 $ re OTHER $ GRAND TOTAL DUE $ o , ` 7 ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: 11/22/2000 00:17 2461062 GRIDER BUILDERS INC PAGE 03 NOU-21-,i 000 01;31P FROM: 2.47-5845 TO!S24GIQGZJ CXTY OF ""ANTIC HEA4= PERMIT AFPLIC.ATTCJN 2iEWZZZ r A=XrXOMS, OR AZMWIOMS JCV=G, r M-MONS Owners) A-C5_C.o rob Addr®sa: 3; C&A MIC Phone:2 44 A6Z15 Tr . . ot + ElQc� yr Vnd t #—,3— ft 1l1odi &4ftk4 a ft,+ ContraCtq==(ter r V t7�R_I�?51�., 11 +2,, stiAt$ L a�snae -Ma 6 Address: $7b Nab - �� r / ehane Na: 4&(3 X 06 Gil z+7 6" State �/ _ - - -tip Code�2-Z1p bescxibe work to be done: G , e-- eresant use of building:•_ 5 ICA valuation of Proposed Constructivna�� Proposed nae: S. is this an addicion7 ..�CS If yes, what are the dimenaiona 02 t e added aipaGe: -ft_ X _f t. W.11 the added area be heated and t timocb cooled? Mew aleatrival (or incraase)? �a00AAas cityOfi �tt 'ti l �� p�lldltla A Now plumbing fixtures? Sew firepladta? „New Heat/AC?�VC �o sumal, MW (t.alad=z") TMC7 moSIl. 1'"'717+} 0MOZEM MWS or PL W', MWCT,1Wzv6- C7 R XF OPE= Z9 CCOMMACIRM_ J o 3Uy Signature t►wtair Date. -71- -' d m Signatuze CON`�'RACTO pats: �l/oZ 7�Q'G �', W N � N A$ TO OWNER: a � Sworn to and vabscribed before me t,hi,s d.y Of V' 2000, P 0 z°� N Y YC k 1,17 AS TO CONTR=Oa. sworn to and subscribed bafore me this doy of 12000. WOTa4Rx .PUBLIC CITY OF ATLANTIC BEACH Fixture Unic Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DF`LkND =CR EAC2 WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE C=TY WA':=R SYSTEM. THE• WATER SUP?LY C'.LQtGE ZS HEREBY FIXED AT 7,;EN'TY DOLi.AFS PER FIXTURE UNIT CONNECTED TO THE CIT: WATER SYSTEM. Y HATHROOM GROUP CONSISTING OF SERVICE SINK TRA? STAND STATER CLOSET, LAVATORY & HATH I (8) TUE OR SHOWER STALL (6) WATER CLOSE. iIAT�:3 CLOSET, TANK OPERATED (4) VALVE OP=RL_17 = (3) 3A7.mz/SHOVER (2) URINAL WALL L_? (») SHOVEZ GROUP PER HEAD (3) FLOOR DRA_N (1) SHQWE3 STALL DOMESTIC (2) LAUNDRY -?-" (:) LAVATOA-A (1) S-NK ANC (3) WASHING 2SACHINE (2) ? PCT. S C ULLER' DlSaWASM (2) 2_ WASH SiVK =ACc? SET 0= FAUCETS (-) r:TcHEX SI?IK (2) DENTAL LAVATORY (;) 9ITC3EY SINL WITS WAST_ _ DF—TAL UNI:' OR CUSP=DOR (1) GRIM91 (3) 3ID£7 URINAL STALL, WASHOUT (4) F'i.IISHI?iG IL'i SINK (8) CON.B=NATION SINK AND TRAY WITH FCCD DISPOS. (4) QKZNAL, PTS' ESTAL, ST?HCN JET DRINKING FOUN1 7AZII (1/2) 3LOWCUT (2) LAVATORY. 3ARBER/3EAU7Y I ICE MAKER (1/Z) S� SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (_) JACT17 1 (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS off • 5 1 $20.00 EACY .JOB IAFOIL".ATIOH //F� ert&-eel A14', i s rNG TORE— � - a ;2 -o0 PAGE 1 Date: 12/11/00 MANNING BUILDING SUPPLY LOG #: 0889 TRUSS DIVISION JOB #: JACKSONVILLE Salesman: DON BREWER Pitch: /12 "Customer: GRIDER BLDRS . Job Name: PRESCOTT Address : Address: 1983 BEACH AVE Designer: KA -------------------------------------------------------------------------------- LeftRight Qtyl Span I O.H. l O.H. I Description '-------------------------------------------------------------------------------- ** I-Joist' s ** 26 26 ' F1 WI80 - 16" x 3 . 5" 26 F4 WI80 - 16" x 3 . 5" 2PLY ** Beams ** 3 16' BM1 GPLAM 16" ** Rim Board ** 9 12' 16" Fiber Strong @ 1 . 25" ** Hardware Floor ** 13 TH035160 Top Mt 16"/80 ------------------------------------------------------------------ -------------- 0 - Trusses 13 - # of Hardware 26 - # of I-Joist 0 - Piggy' s 0 - Jacks 3 - # of Beams 9 - # of Rim Board --------------------- 0 - Total Trusses RAISED SEALS 1 RIM ORRO 61' 1. DO NOT CUT OR ALTER TRUSSES, UNLESS 25'5"12 APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT ------ 3. NO BACKCHARGES ALLOWED UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 4. APPROVED BY RIM BOARD APPROVAL DATE ;n \\ DEL. DATE N JOB: 0889 GRIDER LOC: 1983 BEACH AVE m DESIGNER: KEVIN ASHWORTH cn —Ea— MANNING BLDG . SUPPLIES F4 11155 PHILLIPS PKWAY PH# 268-8225 JAX. FLA. 32256 BM1 m O RIM BOARD 1 RIM BOARD 20' 15'9"12 25'2"4 61' MANNING BUILDING SUPPLIES KEVIN ASHINORTH 11 Dec 200010:45 am 11155 PHILLIPS PKWY DRE , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTBeamO Engineering Analysis© 1996-2000 Georgia-Pacific Corporation Version: 3 2(95/NT) Build: 3.2.1.5 Project : 0889.FBD Information : GRIDER Mark# : BEAM 1 Desc: Usage : Beari(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= U360 TL= 0240 Composite Action : No 3.5", 565 psi 3.5", 565 psi 141011 LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 pst, Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape QStart IMEnd QStart End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0'0" 14'0" 25'6"s.c.-F1 Unifonn(plf) 22 0 0 0 1401, Self Weight "Dimensions measured from left end when span#is 0 otherwise from left end of the specrlied span SUPPORTS(lbs) 1 2 Max R'n 5062 5062 Min R'n 1492 1492 DL R'n 1492 1492 Min Brg(in.) 1.71 1.71 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span x Group Allow LDF Ratio V(lbs) 3992 1 176, 21 15960 100% 0.25 M(ft4bsl 17716 1 T 0" 21 51525 100% 0.34 LtRn(lbs) 5062 0 a o" 21 - 10382 100% 0.49 See Note#5 RtRn(lbs) 5062 0 14'0" 21 10382 100% 0.49 See Note#5 ae LLDefl(in.) 0.14 1 T 0" 21 0.47 01235 TLDefl(in.) 0.19 1 T 0" 21 070 L/871 USE. GPLAM 2.0E 1.75x16.00" 3 Plies Grade,Depth,Pies selected by user G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed M accordance with National Design Speclflcadons for Wood Construction and applicable Approvals or Research Reports. " Z Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verified by Georgla-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5.This reaction Is based on the combination of loads 6 duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max R from Tupports'secdon above. 6.Bearing length based on design material,support material capacity shag be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the Input loads and product application. 8.This engineered lumber product has been shed for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Verify that load Is applied at top or equally from both sides. 10 Nail plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nall frau aRernate faces,2-from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 1Z For explanation of GROUP,change to expanded printout as MANNING BUILDING SUPPLIES KEVIN ASHWORTH 11 Dec 200010:47 am 11155 PHILLIPS PKWY DRE , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTSeam®Engineering Analysis©1996-2000 Georgia-Pacific Corporation Version: 3.2(95/NT) Build: 3.2.1.5 Project : 0889.FBD Information : GRIDER Mark# : F4 Desc: Usage : Beam(Floor) Repetitive : No Spacing Cin.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5", 565 psi 3.5", 565 psi 25' 6" LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 pst, Live+Dead LdM Live Ld(L) LDF Location' # Shape _- _@Start @End QStart @End Span# Starts Ends Additional Info ' 1 Concentrated(lbs) 385 280 100% 0 7 0" 2 Concentrated(lbs) 385 280 100% 0 1 T 0" Uniform(pif) 9 0 0 0 25'S' Self Weight Dimensions measured from left end when span#is 0,otherwise,from left end of the speahed span. " SUPPORTS(lbs) 1 2 Max R'n 522 477 Min Wn 226 214 DL R'n 226 214 Min Brg(in.) 1.75 1.75 Stiffener NO NO _ DESIGN Value Span X Group Allow LDF Ratio V(lbs) 521 1 0'2" 21 3940 100% 0.13 M(ft4bs) 3742 1 161111 21 17690 100% 0.21 LtRn(lbs) 522 0 0.(Y' 21 3633 100% 0.14 See Note#5 RtRn(lbs) 477 0 25'6" 21 3633 100% 0.13 See Note#5 LLDefI(in.) 0.13 1 12'9" 21 0.85 L/2277 TLDefllin.) 0.23 1 12'9" 21 1.27 U1341 USE: WI 8016.00" 2 Plies r APA-16"PRI-801 Grade,Depth,Pfies selected by User Wood I Beam is a trademark of Georgia-Pack Corp. NOTES: 1.Designed In accordance with National Design Specification for Wood Construction and appikable Approvals or Research Reports. 2 Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verified by Georgla-PacHk Engineered Lumber Technical Services. to 4.Design valid for dry use only. 6 This reaction Is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max RW from'Supports'secdon above. 6.Bearing length based on design material,support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the Input loads and product application. 8,This engineered lumber product has been shed for residential use.A concentrated load check per the building code,must be performed for comnwelel uses. 9.Verify that load Is applied at top or equally from both sides. 10.Multiple member unit shall be assembled In accordance with manufacturer's spec/flcadons. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP,change to expanded printout ee r, PAGE 1 ")ate: 12/13/2000 MANNING BUILDING SUPPLY LOG #: 0889R TRUSS DIVISION JOB #: JACKSONVILLE MP Salesman: DON BREWER Pitch: /12 ,customer: GRIDER BLDRS. Job Name: PRESCOTT Address: Address : 1983 BEACH AVE Designer: KA -------------------------------------------------------------------------------- LfRg Qtyl Span I OeHt I O.iH.ht I Description IN-------------------------------------------------------------------------------- ** Hardware Roof ** x„ 28 II _II RPTGA836T Tie Down Strap Twisted 2 41' 6" 0 ' 0 ' Al 2 41' 6" 0 ' 0 ' A2 2 41' 6" 0 ' 0 ' A3 2 41 ' 6" 0 ' 0 ' A4 2 41 ' 6" 0 ' 0 ' A5 2 41 ' 6" 0 ' 0 ' A6 • 4 41' 6" 0 ' 0 ' A7 8 3 ' 0 ' 0 ' 3 CJ Al 4L 4R 8 5 ' 0 ' 0 ' 5 ' CJ Al 4L 4R 8 7 ' 0 ' 0 ' 7 ' CJ Al 4L 4R 26 9 ' 0 ' 0 ' 9 ' EJ Al NC 4 12' 8" 0"12 0 ' 9 ' HJ Al D45 -------------------------------------------------------------------------------- "' 18 - Trusses 28 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 54 - Jacks 0 - # of Beams 0 - # of Rim Board -------------------- 72 - Total Trusses P►�5�0 41' 1 . DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWEDUNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER e 7 tn4. APPROVED BY Q APPROVAL DATE: DEL. DATE JOB: 0889 GRIDER LOC: 1983 BEACH AVE CO co DESIGNER: KEVIN ASHWORTH M m MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PH# 268-8225 JAX. FLA. 32256 41' SEMCO PRODUCTS HARDWARE SCHEDULE 9 REACTIONS PLATE CR TRUSS CR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A JTHDS25 2335 2490 1285 (18)16d 1 (14)10dX1 5 TRUSS B ITHOS28 4090 5110 2450 f28116d I (20)10dXt5 TRUSS C ITHOS48 4115 5145 3255 (28)16d (20)10dX1 5 2 PLY TRUSS D ISKH26L 810 890 910 (6)16d (6)l0dX1.5 TRUSS E SKH26R 810 890 910 (6)16d (6)10dXt5 TRUSS F SKP268L 1640 1800 655 (15)16d 1 4)10d TRUSS °# G SKP268R 1640 1800 655 (16)16d 4)10d TRUSS H SKH210L 1790 1790 1520 (16)16d i (10)10dX1.5 TRUSS ! SKH21OR 1790 1790 1520 (14)16d i (10)10dX1.5 TRUSS SKH410L 2540 1565 (16)16d I 10)16d TRUSS Z K SKH41OR 2540 1565 (16)16d 10)16d TRUSS L MSHS422 3210 3500 1750 (22116d 1 (10)10dX1.5 SYS 42 W M IHJC26 2190 2740 1340 (16)16d !(5)10d+(7)10 HIP JACK U) N HJC28 2740 3425 1840 (20116d !f5)10d+f8)10 HIP JACK O THF25112 1360 (14)10d { (2)10dX1.5 I-JOIST AD Ir-0 P THO25160 2400 (12)10dxl.5 4 (2)10dX1.5 I-JOIST Z p HU11 2185 2270 1 920 (22)16d ' ( (6)10dX1.5 1 PLY LVL Q R ITGH048 5472 6840 5837 (36116d I' 24)164 2 PLY LVL W S TGH0412 8512 10640 8755 (56)164 I 36)16d 2 PLY LVL m T TGH0412L 8512 10640 8755 r56)16d I 36)164 2 PLY LVL U TGH0412R 8512 10640 8755 (56)16d 4 (36)16d 2 PLY LVL V TGH04121 8512 10640 7296 (56)16d (36)16d 2 PLY LVL 55 PLY LVL X TGH07.25l12 8512 106401 8755 (56)16d ; (36)164 14 PLY.LVL Y SKH3'12L 2160 250D ]SDS 116)180 ; <'1{3)t0dx1= i-jotsT 2 SKH312R 2160 2500 1505 (160164 11101.04x].5 !-JOJST rE83 HHP418 2400 2400 935 (18)16d 4)16d 4X TRUSS HHP418L 2400 2400 935 (18)16d I 4 16d 4X HIP TRUSS HHP418R 2400 2400 1 935 (18)16d (4)164 14X HIP TRUSS �. DO H0PT2(TRUE TIE) NA NA 1600 (5)1Cd EA. SIDE I NONE TRUSS EE HOP2X(SANIBEL NA NA 1600 (5)10d EA. SIDE N NONE TRUSS � FF HOP2XD DBL SANIBEL NA NA 1600 (5)104 EA. SIDE NONE 2 PLY TRUSS GG SGP2 NA NA 1455 (1) 1/2" BOLT (I 4)16d 0 HH SGP3 NA NA 5400 (1) 5/8" BOLT I (24)16d u- Z II RTPGA836T NA NA 1950 (1 3)16d 13)164 a O JJ RTPGA836F NA NA 1950 (13)16d I (13)16d 0 HC jHCPLR NA NA 520 (4)8d (4)8d NOTE: ALL UPLIFT CONNECTORS SHALL BE MARK"HC" UNLESS NOTED OTHERWISE SEMCO r"" V- METAL CONNECTORS RAFTER TIE Technical Support (800) SE SPECS - (800) 737-7327 Design Features: • Tie straps meet a variety of application and design load conditions and specifications. • Use when tying rafters to plate, anchoring studs to s ii, EOlYl F4tTEMERI EOU+\ 'STf "5 framing over girders and bearing partitions. Materials: 14 - 10 gauge galvanized steel Footnote: Reference to the alternate fastening schedule page 6. Other lengths and gauge sizes available. See , Example for 1wide x 12' long rafter tie. truss anchor page for lateral loads. Use specified fasteners each side In schedule Installation: Use all specified fasteners each side in listed to achieve values Indicated. schedule to achieve values indicated. u� See General Notes: 1, 2,3, 6 RTP Code Compliance: NER #510, Metro-Dade County Report #95-0818.13 w FLAT 1" WIDE 14 GAUGE STRAP ALLOWABLE TWISTED DIMENSIONS FASTENER LOADS _ PRODUCT SCHEDULE WIND/ PER SSE CODE GAUGE EARTHQUAKE CTN W L NAILS uPuF7 uPUFT 133% 160% i s 197-G?88 1 14 1 1 1 8 4-164 605 1 725 1100 10 RTPGA810 14 1 10 5-164 755 1 905 100. 1 / t 12 1 RTPC-.A812 14 1 12 1 6-16d 1 905 t090 100 14 78TPGA814 14 1 14 7-16d 1060 1270 -100- \ ' 4 ` \, 16 RT?G,ic316 i 14 1 t 16 8-16d ( 1210 1450 100 ` \ �✓ 18 RTPGA818 14 1 18 9-16d 1360 1635 100: /J t 20 RTPGA820 14 1 20 1046d 1510 1815 50 24 RTPGA824 14 1 24 12-16d 1815 1950 '50 i r 28 FITPGA828 14 1 28 13-16d 1950 1950 50 ' l) 30 M?GA830 14 1 30 13-16d 1950 1%0 50 l Y/ 36 RTPCAZ 6 14 1 36 13-164 1950 1950 r 50 M '; When ordering please specify "F" for flat or "T"for twisted. WIDE 10 GAUGE STRAP Only available flat FASTENER ALLOWABLE LOADS- SCHEDULE - q" ": I SIZEPRODUCT GAUGE DIMENSIONS WIND/EARTHQUAKE PER CODE UPLIFT UPLIFT CiN NAILS 1337. 160% W L tOd 164 tOd 164 a,:. "==" 12 FITP10812F 1 10 1 12 6 1 925 1 990 1110 1 1185 20 16 RTP10816F 10 1 16 8 1 1235 1 1315 1480 1580 .20_ 20 RTP10820F 10 1 1 1 20 10 1 1545 11645 1 1850 11975 10 RTP10824F 10 1 24 12 1 1850 11975 2220 12370 10, t j f!• r 28 RTP10828F I 10 1 1 28 I 14 ( 2160 1 2305 25W 1 2770 10 1 ' 32 RTP1083Z: 10 1 15 12470 26;15 29M 3160 10 36 RTP10836F 10 1 1 1 36 1 85 10 4-4 (0889R-PRESCOTT - Al ) THIS DUG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. TOP CHORD 2x4 SP #2 N :T2, T3 2x4 SP #1 Dense: Z Complete Trusses Required BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. 110 MPH WIND, 22.87 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, BOT CHORD: 1 ROW @ 12" O.C. LOCATED ANYWHERE IN ROOF, 0 MI FROM COAST, CAT I, EXP D, WIND WEBS : 1 ROW @ 4" o.c. TC DL=0.0 PSF, WIND BC DL=O.O PSF. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. #1 HIP SUPPORTS 9-0-0 JACKS W/2 PANEL TC AND NO END VERT. DEFLECTION MEETS L/360.00 LIVE AND L/240,00 TOTAL LOAD. W3X6� W5X7 = W3X5 = _ W3X5= W5X7 T2 W5X5 T3 W 3 X 6 4.5 r --j 4.5 0-3-12 0-3-12 +20 10-8 W3X5(A1) = W4X4= W5X5 = W3X8= W5X5= W4X4= W2X4 III W2X4 III Ji( �--T1W3X5(A1) L,--3-0-1--:�J ///-- L-3-0 1--:;.J 9-0-1 I 23-6-0 I 9-0-1 J 41-6-3 Over 2 Supports j R=2690 U=2930 W=3.5" R=2690 U=2930 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI/STD1 19.Ob2 QTY:2 FL 3 R - Scale =.1875" Ft. *BRAING. *REFERRTOSES HIDE91 (HANDING INSTALLEME CARE IINGAAND BRACING), NANDUBILISHED BY IFPI IN(TIUO SIEPLATE TC LL 30.0 PSF REF R151- -70552 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WE 53119), FOR SAL EI, PRACTICES PP-IOR TO e_ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALT H,ArE PRO PFR LY ATTACHED /tom! TC DL 7.0 P S F DATE 12111100 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE1LiNG. ,S'F'Cq�__;777% **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALS'INE ENG,NEER'11 D B C D L 10.0 P S F D R W HCUSR151 00346134 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DI GN; Ai+Y FAILNRC TO <,4L7 BUILD THE TRUSSES [N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SIII✓PING, `NSTALLING AND 4YLM B C L L Q. P S F HC-ENG MRM/W M R ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (N4TIONAL DESIGN y SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. A.PINE �1•• CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GAL4. STEEL, E%C[PT AS NOTED. APP','. l(`NNECTORS iU TA QF �� T 0 T.L D 4 7.0 P S F S E Q N - 4829 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION JNNFC TOR., PER DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFL;SI(IN".', EN"-.11+EFRIuG �•• ��p R`Qp' D U R.FAC 1 .33 FROM KA RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB 11 1F'� ANl Alpine Engineered Products,Inc. sE u; rH,s C3S •..».. COMPONENT FOR ANY AN BUILDING IS THE RESP ONS B I LLFI' OF THF BUILDING DE.IGNER, PFR Haines City,FL 33844 ANSI/TPI 1-1995 SECTION 2. ^� _ RlNAL SPACING SEE ABOVE I ; (0889R-PRESCOTT - A2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 110 MPH WIND, 23.25 FT MEAN NGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 6.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT I, WEBS 2x4 SP #3 EXP D, WIND TC DL=0.0 PSF, WIND BC DL=0.0 PSF. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS ® 6" OC. W5X7(R) �� W5X5 s W3X5= T2 W3X5 = W 5 X 5= W50(R) 4.5 141.5X4 III W1 5X4 III 0-3-12 0-3-12,k 1 20 10 8 W3X5(A1) W5X8 WW3X8;a 3X5 c W5X8 W3X5(Al) � W3X8� L<-3-0-1 L--3-0-I 11-0-1 L_ 19-6-0 I 11-0-1 I 41-6-3 Over 2 Supports 'I R-1951 U-2250 W=3.5" R=1951 U-2250 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (S1 D) 19.Ob2 QTY:2 FL - "3 R - Scale -,1875"/Ft k8R CINGNG*REFERRtIHSHI8 91IR(HANDLINGINSEME IALILINGFABRICATION, BRACING)HANDLING,PUBLISHEDHBY TPI IN(TRUS5ING AND PL TE TC LL 30.0 PSF REF R151--70572 INSTITUTE, 5B3 D'UNOFR IO DR„ SUtTE 200, MADISON, W1 53714), FOR SAFETY PRA'-_;TILES PRIOR TO PERFORMING THESE FONCTfONS. UNLESS OTHERWISE INDICATED. 10P CHpab SHALL NAGE PR RLY A';TACHEG y/� T C D L 7.0 P S F DATE 12111100 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f • ,. "IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. A'PINE EN61NEERFO F ...... •� BC DL 1Q.Q PSF DRW HCUSR151 00346140 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FU0. ANY DEVIATION FROM THIS DESIGN:; ANY 'rAli.UR',- iD ' �,tlFl ••r�;F BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHI PPIN INSTALLING AND r ALPINE BRACING OF TRUSSES THIS DESIGN CONFORM Oa MS WITH APPLICABLE PROVISIONS OF NOS (NATIONAI OE sten ] B C L L O.O P S F HC-ENG M R M/MMA SPECIFICATION PUBLISHED B'f THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL F;NE CONNECTORS ARE MADE OF By ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS Tc p T 0 T.L D. 47 0 P S F S E O N - 4832 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECT uftS. PIH j�(^^t DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE DF IROFESSICNAI EN(,lp''EERING sV�n••.• OR�pP:•�' DUR.FAC. 1.33 FROM KA Alpine Engineered Product$,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS C0 MI ONENT DESIGN SHOWN. THE SUITABILITY AND USE i, Iii IE� �l7��/Ce � 1TaIDCS City,1'1, 33844 ANMI/T ANSI/TPI FOR ANY SE PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER L,`y/7E0•ENG SPACING 24.0' (0889R-PRESCOTT - A3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 110 MPH WIND, 23.62 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 6.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT I, WEBS 2x4 SP #3 EXP D, WIND TC DL=0.0 PSF, WIND BC DL=0.0 PSF. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. W5X5 v W3X5 v 72 W3X5;= W5X5 W3X5 W3X5 a 4.5 ,— —, 4.5 W5X5$ W5X5 -I* A) (A 0-3-120-3-12 -20-10-8 W5X5 is W3X5(A1) a W5X12 W3X5 = W5X12 W5X5 W3X5 III W3X5(A1) W3X5 III L,--3-0-1--.J L.-,-3-0-1 �+ L. 13-0-1 i 15-6-0 I 13-0-1 I LG — 41-6-3 Over 2 Supports R=1951 U=2250 W=3.5" R=1951 U=2250 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob2 QTY:1 FL 3 R - Scale .1875" Ft. **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BI TPI (TRUSS PLATE TC LL 30.0 P S F R E F R151-70582 INSTITUTE, 583 D'0NOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THES E FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED r�" TC DL 7.0 P S F DATE 12111100 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ) **IMPORTANT+° FURBISH A COPY OF THIS 9ESI GH TO THE IkST At,i.ATIOk COhfR ACT OR AL p;NE EN GI NFEREO '��''� * �T(� BC DL 10.0 PSF DRW HCUSR151 00346144 PRODUCTS, INC, SHALL NOT 0€ RESPONS IBES FOR ANY DEVIATION FROM THIS D€SIGH; ANY FAIIUYE iO J`_� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIUNAL DPj1GN ( •[JRC BC LL 0.0 P S F HC-ENG MRM/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASS OC IAT AND TPI. AL IN€ {i CONNECTORS ARE MADE OF 2OGA AS A653 GR4O GALV, STEEL, EXCEPT AS NOTED. APPLY ^-JNNECTORS TL1 '�t OF jr TOT.L D. 4 7.0 P S F 5 E Q N _ 4 8 4 3 DRAW EA H ING SFA E1b0 ARUSS. ATDE USE ALNIL SONI HISIDR AWIO NGTED INDaN THCATESSACDC E PTANCE OOFITT PROFE�SNONAEIL ORS ED;S IA%ERING �^•*� ':'� RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE 5' 'NIS IORO � DUR.FAC. 1.33 FROM KA Alpine Engineered Products,Inc. t F . Haines C1ty,F1. 33$44 COMPONENT FOR ANY PART ICDLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OE SIGNER, NfN � RED EN SPACING 2 4.0" ANSI/TPI 1.1995 SECTION 2. '4'Mry�y� A» (0889R-PRESCOTT - A4 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense 110 MPH WIND, 24.00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 6.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT I, WEBS 2x4 SP #3 EXP D, WIND TC DL=0.0 PSF, WIND BC DL=0.0 PSF. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. W5X7 = W1.5X4 III W5X7 W3X5 W3X5 4.5 r 4.5 W5X7 W5X7 s (A) (A) 0-3-12 0-3-12 -,k-20 10-8 W3X5(Al) = Y (R) III W5X5= W3X8= W5X5= W5X7(R) III W3X5 III W3X5III ��(/� ;Zi,-I, I W3X5(Al) �3-0-1� L-3-0 1--3II 15-0-1 I 11-6-0 I 15-0-1 I 41-6-3 Over 2 Supports R=1951 U=2260 W=3.5" R=1951 U=2260 W=3.5" PLT TYP. Wave TPI-95 Design Criteria. TFI STD 19.Ob2 OTY:1 FL -/3/-/-/R/- Scale =.1875" Ft. *B RACING G YREFERTRUSSES TO HIBREQUIRE1 (HANDLING INSRE IN TALLINGAAND BRIACING)H ANDUBFLISHED %TPI ii}(TRUSSIPL TED TC LL 30.0 PSF REF R151--70583 INSTITUTE, SES D'ONOFRIO DR., SUITE 200, MADISON, WI 537]9), FOR SAFETY PRACTICES PH]OR TO T C D L 7.0 P S F DATE 12111100 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PH RI'f ATTA�H[P STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • l "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 1 .0 P S F D R W IICUSR151 00346145 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DES.GN; AN1 I-Ai-uRE TO ��lF •.� BUILD THE TRUSSES IN C,ONFOR MANCE WITH TPI; OR FABRICATING, HANDLING, SHIM,^ING, INSTALLING AND '(J• 7ALPINE BRACING OF TRUSSES HIS DESIGN CONFORMS WITH APPLICABLE PR0VISIONS OF NDS" NATIONAL DESIGN U C L L O.D P S F HC-ENG MRM/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IP1. ALPINE I * : C •• OF CONNECT RS ARE MAOE OF 20GA ASTM A653 CR40 GALV. STEEL. EXCEPT AS NOTED. TPLY FI.CIDRS TO p i � � T 0 T.L D, 47.0 P S F S E Q N - 4845 EACH FACE OF TRUSS, AND UNt ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CO ku E(;?ORS ?FR •¢ DRAWINGS I60 A-:. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CjS:'�(ORI�P'�4� D U R.FAC. 1.3 3 FROM KA RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILII? ,Nr Fi:L r Alpine Engineered Products,Inc. COMPONENT FOR AN'! PARTICULAR BUILDING [S THE RESPONSIBILITY OI T11E BUILDING DESIGNER, FER =% G\ Haines City,Fl 33844 ANSI/TPI 1 1995 SECTION 2. y�REDEN SPACING 24.0" (0889R-PRESCOTT - A5 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 24.37 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 6.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT I, WEBS 2x4 SP #3 EXP D, WIND TC DL=0.0 PSF, WIND BC DL=0.0 PSF. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & DEFLECTION MEETS L/360.00 LIVE AND 1-1240.00 TOTAL LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. W5X5= W3X5= W5X5 W5X7(R) W3X5 W3X5-- W5X7(R) 4.5 r- —, 4.5 W1.5X4 III W1.5X4 III 0-3-12 0-3-12 *20-10-8 W3X5(Al) = W3X5 = W5X12 = W5X12 = W3X5= W3X8= W3X5(Al) W 3 X 8= z �L L,3-0-I F,<--3-0-1�+ 17-0-1 I 7-6-0 I 17-0-1 J 41-6-3 Over 2 Supports �I R=1951 U=2230 W=3.5" R=1951 U=2230 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 19.Ob2 QTY:l FL 3 R - Scale **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 30.0 P S F R E F R151-70584 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ON0 RIO OR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRA PRIOR TO raw T C D L 7.0 P S F DATE 12111100 PERE RM NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HA4E PROPERLY ATTACHED Prt STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •Mggr _IMP FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I < B C D L 10.0 P S F D R W HCUSR151 00346146 PRODUCTS, INC. SHALL N0T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO d �• \ qr.• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNlPR;NG. tN ik.L[,IG RNJ dddd )f 3l ;10 ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NJS ;NATIJNAL DESIGN f {�C B C L L 0.0 P S F H C E N G MRM/MMA SPECIFICATION PUBLISHED BY THE AMERICAN fOREST ANO PAPER ASSOCIATION) AND (:':� AL PINF • i}�! CONNE F0 RS ARE MADE OF 2DGA .ASTM A653 GR40 GAt V. STEEL, EXCEPT AS NOTED. AYPLY .;ONN ECTOf�S T3 .�: TE^C Z� T 0 T.L D. 47.0 P S F S E Q N - 4849 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNF CTORS PEN i�(1 Vf DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFFSSIO?Al ENGIN.FERThC 'Com••,R�OR,QP:' D U R.FAC. 1.33 FROM K A IFSPO NSIBIL[TY SOLELY FOR THE TRUSS COMPQNE NT DESIGN SHOWN. THE SUITABILITY ANJ U:.E OF THIS 3, s Alpine Engineered Products,Inc. '� ....... (j II31nCS City,FI. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPDNSIBILITY OF THE BUILDING DESIGNCH,;pEp -�, /� 'EN SPACING 24.0" ANSI/TP] 1-1995 SECTION 2. (0889R-PRESCOTT - A6 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. TOP CHORD 2x4 SP #2 N :T2, T4 2x4 SP #1 Dense: 110 MPH WIND, 24.75 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 6.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT I, WEBS 2x4 SP #3 EXP D, WIND TC DL=0.0 PSF, WIND BC DL=0.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X5 = W5X7 W3X5 T2 T4 W3X5 W8X8 4.5 r- 4.5 W1.5X4 III W8X8 W1.5X4 III 0-3-12 0-3-12 -20 10 8 WUS(A1) W3X5 WSX12 = W5X5 = W3X5= W5X7 =_ W3X5(A1) s W5X7 =� .�j�.�� L.-3-0-I- �^ L,.-3-0-1-3J 19-0-1 -J-3-6-0 I 19-0-1 I fE 41-6-3 Over 2 Supports j R=1951 U=2270 W=3.5" R=1951 U=2270 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD' 19.Ob2 QTY:2 FL 3 R - Scale =.1875" Ft. **WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED 2( TPI JR, PLATE T C L L 30.0 P S F R E F R151-70585 INSTITUTE, 583 D'ONOfR10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO """"w T C D L 7.0 P S F DATE 1 2/1 1/0 0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AFT'',CHED f. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � ....��_ - **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. Al.PINE Eh'GIkEE GED �'(�FIp •'••`� BC DL 10.0 PSF DRW HCUSR151 00346156 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN DEVIATION FROM THIS DESIGN; .iNY FR?'-URE 1,0 I ,{� ,��(t, BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND j J� 1. ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIGNAL P.j1 GN ( * B C L L 0.0 P S F H C E N G MRM/MMA _ ♦Uel SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) .AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONHECTJRS TU B TOT.L D. 47.0 P S F S E Q N - 4852 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECIORS I'll I �(T�. DRAWINGS' 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL. EN�:�,kLNIN', �,�/s:�� p�OP O U R.FAC. 1.33 FR0M K A Alpine Engineered Products Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SN OWN. THE SUITABILITY AND USE OF'THIS .� �1.•• .......••• r\� Haines C1 FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, pLR N, RED�N City, AN, /TPI 11995 SECTION 2. �`'w...,,..� SPACING 24.0" I I I 1 4 1 1 # I a (0889R-PRESCOTT - A7 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense 110 MPH WIND, 25.08 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 6.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT I, WEBS 2x4 SP #3 EXP D, WIND TC DL=0.0 PSF, WIND BC DL=0.0 PSF. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X5 W5X5 W5X5 W3X5 W3X5� 4.5 4.5 (A) W5X5,* W5X5 4* 0-3-12 0-3-12 - 20-10-8 W3X5(A1) = W5X5 = W5X5 = W3X8= W5X5= W5X5= W3X5 III W3X5 111, Z—T—b3X5(A1) 1.,-3-0-I�+ ` L-3-0-1--.L 0 20-9-1 41-6-3 Over 2 Supports j R=1951 U=2270 W=3.5" R=1951 U=2270 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI ,STD) 19.Ob2 QTY:4 FL 3 R - Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 30.0 P S F R E F R 1 5 1--70598 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED Br TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), OR SAFETY PRACTICES PRIOR 10 ", PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD'SHALL HAY? PftOPERLt nFT„(HED '- GL TC D L 7.0 P S F DATE 12111100 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PRDPEft LY ATT ACHEU RIGID CE IL IN;, �4,,...,'„_7. '*IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTR.4C TOP, ',LPINE ER5INEf REO } �j�j IFI tom. B C D L 1 0.0 P S F D R W HCUSR151 00346157 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THI.E GES IGN: ANV FATI URE FO �l�i �G � ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTAI LING AND Z 8RAC IN OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (:ih TIONAL ff 1,N ' >• O * B C L L 0.0 P S F HC-ENG MRM/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. 4LPINE C CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED, AP1!Y CONNECTORS TO iA: OF �� TOT.L D. 47.0 P S F S E Q N - 4857 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNE,,I JFE PER �S DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFF.SS1{1N;L ENfiINEER.NG -�I�1�.��ORIOP'�c�, D U R.FAC 1.33 FROM KA Alpine Engineered ProductS,Inc. RESPONSIBIIITY SOLELY FOR THE TRI155 COMPONENT DESIGN SHOWN. THE SHITABH IN !N0 LYE i)F THIS Hamas City,FL 33844 COMPONENT FOR ANY PARTICULAR BUIIDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER '� REU EN SPACING 2 4 ANSI/TPI 1-1995 SECTION 2. Wi..MN� I I i 1 4 1 1 i j I I i 1 4 (0889R-PRESC0TT - 3 CJ Al 4L 4R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 21.75 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, 0 MI FROM COAST, CAT I, EXP D, WIND TC DL=0.0 PSF, WIND BC DL=0.0 PSF. DEFLECTION MEETS L1360.00 LIVE AND L/240.00 TOTAL LOAD. 4.5 F— T22-0-4 R=110 U=190 1-5-8 R=147 U=180 0-0-1 21-2-0 20-10-8 R=36 U=180 W2X4(Al) 0-1-4 I-I— 0-13 s3-1-5 Over 3 Supports PLT TYP. Wave TPI-95 Design Criteria: Tr]lST7 19.0b2 QTY:8 FL 3 R - Scale =.5" Ft. `*WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, IN's TAU.:NG AND T C L L 30.0 P S F R E F R151-70554 BRACING. REFER TU HIB 91 (HANDLING INSTALLING ANU BRACING), PUBLISHED BY TEI rT RD 5S PI-AIE INSTITUTE, 583 D'UNOFRIO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY ,^R ACTe=E� I'°.I��R TO T C D L 7.0 P S F DATE 1 2 1 1 0 0 PERFORMING THESE FUN C.TIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAI" PROPER''-Y Ai TAC HEO -•�` S7RUCTUR AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �g��p•�•��•• **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN(EREU �e �.•.• BC DL 10.0 PSF DRW HCUSR151 00346135 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILUR TO I gyp+' YS� (P�� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SH IPr ING. IN STALLING AND 1 4�/ ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE AS 5 PROVISIONS Of NGS (NATCONAL r)E;'GN B C L L 0.0 P S F H C-ENG MRM/WMR CO NN EC TORSSPEC IF I AT I OAREP MA OF SO OHE F 2OGATA STMMA6I A6R4 ORGALV ST AND TE E�EREXC EP IT AS NO JEDND 'A VPLv A1;0 NN',EC T0RS TO 7` t •w ¢ T 0 T.L D. 47.0 P S F S E Q N - 4815 EACH FACE OF TRUSS, AND UHIESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CU:,NECT00.S 7ER : 7A_ OF DRAWINGS 160 .A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIVFER:NE `' 40 R%'Dll ► D U R.FAC. 1.33 FROM K A Alpine Eng111CCCPd PIOdUCLS,IIlC. RESP0NSI811[TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. UITAB ILITY AND U'E OF "15 t``p_pp^ 1181"XCS t'lt}',FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSI B II ITY OF THE BUILDING DESI,NER. PER. `•+ Mp,,E� SPACING 24.0° ANS /T 1-1995 SECTION 2. 4 i j 1 4 j j a 1 4 1 1 1 (0889R-PRESCOTT - 5' CJ Al 4L 4R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 22.12 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT I, WEBS 2x4 SP #3 EXP D, WIND TC DL=0,0 PSF, WIND BC DL=0.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L1240.00 TOTAL LOAD. 4.5 �— 142X4 III .{�22 9-4 T'7�"" R=188 U=180 2-2-8 ri 0-3 12 20-10-8 14 R=254 U=180 W2X4(A1) = W1.5X4 III —3-0-1 -1E 2-0-I2--i-J �–—5-0-1 Over 3 Supports——�;P R=635 U=1070 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI �STD I9.Ob2 QTY:8 FL 3 R - Scale —WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, AND BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY `"I (TRUSS PLATE TC LL 30.0 P S F R E F R151 -70555 INSTITUTE, 5E73 D'ONOFRIO DR„ SUITE 200, MADISON, WI 53719), FOR SAFETY PRAITICES Pi0OK TO •. u PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPER'-Y P,TIACHED m M. TC DL 7 .0 P S F DATE 12/11/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. T _1 MPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACT'R. ALP?NE EKVP.fERED �'� PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESII;N; ANY FAILJV.f To �f��—] T�;:� BC DL 10.0 PSF DRW HCUSR151 00346136 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHI ✓IWG, 1:STALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ;.DS (NA`IONAL DESIGN 1. T�� :1 B C L L 0.0 P S F H C-ENG MRM/WMR SPECIFICAT IDN PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND ISI. ALPINE A 7� ConNELI, C TORS ARE MADE OF 20GA ASTM A653 GR40 GALLA. STEEL. EXCEPT AS NOTED. n.P PLV CG VNECT CRs fG TAS OF T 0 T.L D. 47.0 P S F S E Q N - 4818 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION L.iWNF�1OR� PER DRAWINGS I60 A-7, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFES•IONAI ECINFEk.NG '��Rya ' D U R.FAC. 1.3 3 FROM KA Alpine Engineered Products,Inc. RCSPGNSTB ILITY SOLELY fOR THE TRUSS COMPONENT DESIGN SHOWN. 1HE SUITABILITY ANL U E 'I- T61`, • ,� (`� Hames City,FL 33944 COMPONENT FOR ANY PARTICUI AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DE IGNEH, PER ` ?NAI.E�1 S PAC I N G 2 p .0" ANSI/TPI 1-1995 SECTION 2. 4 I j I 1 4 1 1 1 j i I I 1 I I j I 1 (0889R-PRESCOTT - 7' CJ Al 4L 4R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 22.50 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT 1, WEBS 2x4 SP #3 EXP D, WIND TC DL=0.0 PSF, WIND BC DL=0.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 0.04" DUE TO DEAD LOAD. 23-6-4 4.5 R=75 U=180 W2X4 III 2-11-8 0-3-12 20-10-8 R=95 U=180 W2X4(A1) W1.5X4 III —3-0-1 _IE 4-0-12 � 7-0-1 Over 3 Supports— R=599 U=930 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPT (STDj _ 19.Ob2 QTY:8 FL 3 R - Scale =.5" Ft. "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLiNG 4116 r T C L L 30.0 P S f R E f R 1 5 1- -70556 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED HY TPI (TRU=S PATE ``'' INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRCFTIf,ES PR10R TO M R Q TC DL 7.0 P S F DATE 12111100 PERFORMING THESE FUNCTIONS. ON ESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLI "Il V,,ED •�qvl� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RI GiD CEILING. �••, **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE cNGINEFRED `�,,pZ�F��"9j•%C� BC DL 10 0 PSF DRW HCUSR151 00346137 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE if) De ., BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTILL ING AND Tf�l BC LL 0.0 PSF HC-ENG MRM/WMR ALPINE BRACING OF TRUSSES HIS DESIGN CONFORMS WITH APPLICABLE PROYISIONS OF NDS (NAtIOHAL DESIGN [y ��1 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANU PAPER ASSOCIATION) AND IP1 ALPINt y r T �'C r: 7` T 0 T.L D 4 7.0 P S F S E Q N - 4820 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, Ek CE PT AS NOlEO. APF Y CON NE TORS IO a 1 of'• EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION (ON It,TOR'. PE2 �= P DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFES IOP I. ih INF`RIN'i �G/ �Q R1Q.`.• OUR.FAC. 1.3 3 FROM K A Alpine Engineered Products,Inc. RLSPONS IBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABI LIfY A05 St F f"IS I w»••'` Hainii3 CIty,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIG,KR Ilk s�1AA1,4� SPACING 2 A .0" ANSI IT PI 1-1995 SECTION 2. '+ (0889R-PRESCOTT - 9' EJ Al NC ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 22.87 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 0 MI FROM COAST, CAT I, WEBS 2x4 SP #3 EXP D, WIND TC DL=0.0 PSF, WIND BC DL=0.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 24 3-4 R=173 U=310 4.5 W3X5 3-8-8 0-3-12 20-10-8 R=57 U=180 W2X4(A1) W3X3= W1.5X4 III �3-0-1 6-0-12- 9-0-1 -0-12 9-0-1 Over 3 Supports J R=651 U=960 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19,Ob2 OTY:26 FL 3 R - Scale =.5" Ft. **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ^` T C L L 30.0 P S F R E F R 1 5 1--70558 BRACING. REFER TO HIO 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATT - INSTITUTE. 583 D'0NOFR911 DR., SUITE 200, MADISON, WI 53119), FOR SAFETY Pft ACTICES PRIOR TO M. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHE) �C D L 7.0 P S F DATE 12111100 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ,-'�~ VA �q _IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEkHD .'�� C D L 10.0 P S F D R W HCUSR151 00346138 PRODUCTS, INC. SHALL NOT 8E RESPONSIBLE F00. ANY DEVIATION FROM TH15 DESIGN: ANY FAILURE Tn ��c y� ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AI.0 y B C L L 0.0 P S F H C-ENG MRM/WMR BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNJj} 7{ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE v TSE OC .• CONNECTORS SEACH FACEO FRTR MADE OAND 20GAUNIL ASTM OTHER SE4LGAL 0 GATED STEON TM IS ED ESI GN AS NOTESITD ON C ONNEC T CONNECTORS TO �[1A r .' I T 0 T.L D. 4 7.0 P S F S E Q N - 4825 ORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING .� 't<A �QT'•�►`' ...�..•• OUR.FAC. 1.33 FROM KA Alpine Engineered Products Inc. RESPONSIBILITY SOI ELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SOITABILITY AND USE OF THIS p�NA�� Hai City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF !HE BULLOING DESIGNER, PER "V SPACING 2 4.0" ANSI/TPI 1-1995 SECTION 2. (0889R-PRESCOTT - 9' HJ Al D45 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 22.87 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, 0 MI FROM COAST, CAT I, EXP D, WIND WEBS 2x4 SP #3 TC DL=0.0 PSF, WIND BC DL=0.0 PSF. THE FOLLOWING TRUSSES NEED CONCENTRATED LOADS AT THE END OF SUB-FASCIA BEAM ASSUMPTIONS: 7-1-3 SUB-FASCIA BEAM ON THE 3-0-8 THEIR OVERHANGS: 7-0-0 SPAN/SETBACK MEMBER ON THE 3-0-8 CANT CANTILEVER SIDE. 7-1-3 SUB-FASCIA BEAM ON THE 3-0-8 CANTILEVER SIDE REQUIRES 132 LBS AND THE 7-0-0 SPAN/SETBACK MEMBER ON THE SIDE. 3-0-8 CANT SIDE REQUIRES 132 LBS. HIPJACK SUPPORTS 8-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 3-0-8 CANT ONE FACE, 3-0-8 CANT OPPOSITE FACE. +24-3-3 R=213 U=320 W3X5 3.18 [- W3X5; 3-8-5 0-4-0 U V A3,.20-10-8 R=133 U=180 W2X4(A1) = ri W3X5 = W3X3 WI-5X4 III 0-0 12 _I 4-2-15 3�E 8-5-13 12-8-0 Over 3 Supports j R=918 U=1230 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPj TD' 1.9.Ob2 QTY:4 FL 3 - R - Scale **WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 30.0 P S F R E F R151--70559 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TR�.SS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO �,: T C D L 7.0 P S F DATE 12111100 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PR PERL, ATTACHiD STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. \; '11FIr "IMPORTANT'* FURNISH A COPY OF THIS OESI ON TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Yq•• P 1'. BC DL 10.0 PSF DRW HCUSR151 00346139 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY LAILORE "0p V 1 f, BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INST'.LLING AWS (, 4�n 3 B C L L 0.0 P S F HC-ENG MRM/WMR ALPINE BRACING OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NAT PNAL BC;IGF' * 'jam_ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. AL PI NL �E {`J✓��j CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY C0NNECIOR, TO 'ra E �F TOT.L D. 47.0 P S F S E O N - 4822 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEV :•' DRAWINGS 160 A Z. THE SEAL ON THIS DRAW ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE4o.ING VVV�a.�tiO_RIO W' D U R.FAC. 1.3 3 F R 0 M IC A Alpine Engineered Products Inc. ROMPONENBILIT FOR YANYOLPART FOR AREBUILDING COM I SONHETRESPONSISI[OWN. THE SO OF THE SOI LDBNGIOES I G NE R SEP O FR -NIS c Haines City,FL 33&44' COTPONPI 1-1995 GEcrrDN 2. •�'� SPACING SEE ABOVE W. PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION:--Y3 C Hop OWNER: c.._t-f at.S PA rsr C Q STT [Vf 1. Determine Occupancy Classification of the structure. Select occupancy classification 3 which most accurately fits the use of the Building. (Chapter 133) [� 2. Determine actual physical properties of building. [� a. Determine building area each floor. (Area definition Chapter 62) b. Determine grade elevation for building. (Grade definition Chapter 62) [✓�]� , C. Determine building height in feet above grade. (Height definition Chapter 132) d. Determine building height in stories. (Story definition Chapter 132) e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 132) [v]' f. Determine percent of exterior openings per floor. [rj 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 66) [vf a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) [✓)' b. Check allowable height and area increases permitted. (Chapter 135) [� 4. Check detailed Occupancy requirements. (Chapter 64) [� 5. Check detailed Construction requirements [Vl a. Fire Protection of Structural Members (Chapter B6&Table 8600) b. Fire Protection Requirements(Chapter B7 and Table 8700) [� C. Means of Egress Requirements (Chapter B10) d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [ 6. Review design as related to standards. (Chapters B16-626) [y]� 7. Check other requirements as necessary. a. Construction projecting into public property(chapter B32) [� b. Elevators and conveying systems(Chapter B30) C. Sprinklers, standpipes and alarm systems(Chapter 69) d. Use of combustible materials on the interior(Chapter 138) [y]� e. Roofs and roof structures (Chapter B15) f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other 1 9 — 0 [ CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: L, C . Don C. Ford, Building Official don/sb.1 GEORGE BULL, JR. ARCHITECT AR 0004568 SHOPPES OF NORTHSHORE 363 ATLANTIC BOULEVARD #3 ATLANTIC BEACH, FLORIDA 32233 (904) 246-4469 OFFICE (904) 247-2816 FAX January 3, 2001 Mr. Don Ford Building Official City of Atlantic Beach City HallAtlantic Beach, Florida RECEIVEU Re: PRESCOTT RESIDENCE �i - 3 2001 1983 Beach Avenue city of AtlAmtW SaGh Atlantic Beach, Florida NOMA Ann 496100 Dear Mr. Ford, Please find enclosed Drawings relative to Additions and Alterations to the Presscott Residence. The Drawings indicate a partial Second Floor and Third Floor addition to the existing structure as well as a pool and associated decks and dune walkover. The mean elevation of the Site within the Building restriction area is 19.0 ft. The top of the roof structure is at elevation 53.0 ft. Therefore, the adjusted height of the project is 34.0 ft. The enclosed letter from the State of Florida, Department of Environmental Protection, exempts the additions from State permitting since there is no foundation modification to the structure. The pool, decks and walkover have been approved by the State, and the Drawings and Notice To Proceed are herein included as a separate permit application. The pool will be constructed by The Batts Company. Page Two Mr. Don Ford January 3, 2001 We are, at this time, seeking two Building Permits from the City, one for the additions to the existing structure and one for the State approved pool and associated decks. Tha you for your attention to this matter. truly, eorge Bull Jr. CITY OF r�t+�a.ctle Seaed - '�Gvtide� SOO SEMINOLE; ROAD ATI ANTIC BL;ACH, FLORIDA 3223 -5445 TEI-EPHONE 19041 247-5SW FAX (9!)41 247-;k'); SLiNCUM 952-5800 June 23, 2000 George Bull, jr. 353 Atlantic Boulevard #3 Atlantic Beach, F132233 Re: 1983 Beach Avenue Dear Mr. Bull: This is to confirm our conversation regarding the above referenced address. The residence as shown on the attachment meets the intent of the current zoning setback requirements and the very minor reduction of the combined side yard setback by 0.8 feet is granted an Administrative Variance per Section 24-47 of the Code of Ordinances. The chimney and exterior stairs are not used in the calculation of the side yard setbacks. If you desire any additional information, please do not hesitate to contact my office. Sincerely, 1 George Worley, 11 Community Development Director 11A. *$ Department of Environmental Protection .0 Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard David B.Struhs Governor Tallahassee, Florida 32399-3000 Secretary October 24, 2000 George Bull, Jr., Architect 363 Atlantic Boulevard, suite 3 Atlantic Beach, Florida 32233 Dear Mr. Bull: DEP Consultation File Number: CNS-DU114 SUBJECT PROPERTY: Between approximately 50 feet and 100 feet south of the Department of Environmental Protection's reference monument R-43, in Duval County. Project address: 1983 Beach Avenue, Atlantic Beach. This is in response to your request for comments on the effect of the coastal construction control line regulations on a partial second and third floor addition located in the same footprint with no modifications done to the foundations. Pursuant to subsection 161.053(12), Florida Statutes, and Subsection 628- 33.004(4), Florida Administrative Code, the coastal construction control line permitting requirements do not apply to modifications to any existing structure within the limits of the existing foundation which do not require, involve or include any additions to, or repair or modifications of, the existing foundation of that structure. Specifically excluded from this exemption are seawalls (or other rigid coastal or shore protection structures) and any additions or enclosures added, constructed, or installed below the first dwelling floor or lowest deck of the existing structure. For the purposes of this exemption, major structures and additions to major structures proposed above existing patio slabs, decks, or similar unenclosed areas are considered as new structures separate and independent of the existing patio slab, deck, or other unenclosed area and shall comply with the regulatory requirements set forth in this chapter. Also, under no eircumstanoes shall there be any new or additional exterior lighting on the project. Therefore, the above work to the existing structure would not require a permit from this Department, as long as the proposed work is performed in accordance with the provisions of these referenced exertions. If you have any questions or concerns, or need additional information, I prefer you contact me by e-mail at dMladnoCaftsM,S.us, otherwise, you may reach me at (850)487-4475 ext 115. Sincerely, Dana A. Latino, Engineer Office of Beaches and Coastal Systems DAL "More Protection, less Process" PAGE 02 GRIUER BUILDERS INC 9841 00:17 2461082 9841 page 1087 5 MIN. RETURN�� PHONE # a`��0oc 001000319 1011t 84'1 Page: 1087 NOTICE OF COMMENCEMENT Filed & Recorded 01/02/2001 11:26:45 AM JIM FULLER CLERK CIRCUIT COURT TO WHOM IT MAY CONCERN; DUVAL COUNTY TRUST FUND $ 1.00 The undersigned hereby informs aconcerned thst improveme%V a madO to ceACM real property, and in accordance with Section 713.13 of the Florida Statutes, the followng information is stated in this NOTICE OF COMMENCEMENT. Descxiption of property L OT 3 r+k ,k4 j+ General Description of Improvements,a a A ,,O(Fkw1,4f6jvy 1pi 5lr-I Qwnar, Ci �r�+sces� Addrass; o kf r� ooz Owner's Interest In site of improvements: Fee Simple Title Holder(if other than owner) Name Address Contractor r� wlvG �t Address 70 6 tune R 22.E Surety(if any) Address Amount Of Bond $ Name of person within the State of Florida designated by owner upon whom notices or other documents may be served' Name Qq-a % 7e Addresa G 4M In addition to himself, owner designates the follovAng person to receive a copy of the Leinor's " Notice as provided in Section 713.13(1)(F), Modda Statutes. (Fill in at Owners option). Name ,Address, �6 4 � 1-01 0 ` S Owup , t scribed before me this-c> y o! Imp emberr ,, ar�orJ g � . E �. 'Ys+p A'�jUbtiC o > . � . s r In '•ti "tttltrilS F rr''�.7 Tt 1 t'M�•' £ t PRESCOTT ADDITION / RENOVATION HVAC LOAD ANALYSIS for Gary Grider Construction 1864 Nightfall Drive Neptune Beach, FL 32266 RHVACRtsIDI~ ML, . HVAC LOADS Prepared By: Jeri Boxx Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach, FL 32266 (904)249-8251 11-06-00 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Prescott Addition/Renovation Neptune Beach,FL 32266-1798 11-06-00 Page 2 Project Summary Project: Prescott Addition/Renovation Company: Ocean State Heating &Air Conditioning Client: Gary Grider Construction Representative: Jeri Boxx Address: 1864 Nightfall Drive Address: 1476 Atlantic Boulevard City: Neptune Beach, FL 32266 City: Neptune Beach, FL 32266 Phone: 249-7948 Phone: (904) 249-8251 Fax: 246-1082 Fax: (904) 249-8949 Design Data Project Name: Prescott Addition /Renovation Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 2,654 CFM per square foot: 0.799 Square feet of room area: 3,322 Square feet per ton: 526.244 Building Loads Total heating required with outside air: 71,356 Btuh 71.356 MBH Total sensible gain: 58,329 Btuh 88 % Total latent gain: 8,204 Btuh 12 % Total cooling required with outside air: 66,533 Btuh 5.544 Tons (based on sensible + latent) 6.313 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. Monday,November 06,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Prescott Addition/Renovation Neptune Beach,FL 32266-1798 11-06-00 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 167 5,449 0 5,374 5,374 80 Glass Door Double Clear Glass Metal Frame 624 20,358 0 30,399 30,399 91 French Door Double Clear Glass Metal Frame 42 1,425 0 1,009 1,009 10D Door Wood Solid Core 18 373 0 204 204 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 1,854 5,005 0 2,736 2,736 13H Part R-19 + 1/2" GypsumBoard(R-0.5) 275 372 0 264 264 14B Wall 8" or 12" Block+ R-5 340 2,204 0 847 847 15F Wall 5' or More Below Grade 8/12" Blk+R-5 384 1,019 0 0 0 16G Ceiling R-30 Insulation 1,086 1,613 0 1,613 1,613 18C Roof+Ceil R-19 Batts(2x8" rafter) 362 798 0 798 798 201 Floor Over Open Crawl Carpet+ R-19 10 22 0 8 8 22A Slab on Grade No Edge Insulation 186 6,780 0 0 0 Subtotals for structure: 5,348 45,418 0 43,252 43,252 Active People: 5 0 1,150 1,500 2,650 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 3,600 3,600 Lighting: 0 0 0 0 0 Ductwork: 0 3,398 0 5,302 5,302 Infiltration:Winter CFM: 455.8, Summer CFM: 202.6 851 22,540 7,054 4,675 11,729 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 58,329 Temperature Swing Multiplier: X1.00 Building Load Totals: 71,356 8,204 58,329 66,533 Check Figures Total Building Supply CFM: 2,654 CFM per square foot: 0.799 Square feet of room area: 3,322 Square feet per ton: 526.244 Building Loads Total heating required with outside air: 71,356 Btuh 71.356 MBH Total sensible gain: 58,329 Btuh 88 % Total latent gain: 8,204 Btuh 12 % Total cooling required with outside air: 66,533 Btuh 5.544 Tons (based on sensible + latent) 6.313 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. Monday,November 06,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Prescott Addition!Renovation Neptune Beach, FL 32266-1798 11-06-00 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 28 914 0 655 655 80 Glass Door Double Clear Glass Metal Frame 208 6,786 0 7,874 7,874 146 Wall 8" or 12" Block+ R-5 340 2,204 0 847 847 15F Wall 5' or More Below Grade 8/12" Blk+R-5 384 1,019 0 0 0 18C Roof+Ceil R-19 Batts(2x8" rafter) 16 35 0 35 35 22A Slab on Grade No Edge Insulation 120 4,374 0 0 0 Subtotals for structure: 1,096 15,332 0 9,411 9,411 Active People: 1 0 230 300 530 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 0 0 Ductwork: 0 1,026 0 1,079 1,079 Infiltration: Winter CFM: 105.0, Summer CFM:46.7 236 5,193 1,625 1,077 2,702 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 11,867 Temperature Swing Multiplier: X1.00 System Load Totals: 21,551 1,855 11,867 13,722 Check Figures Supply CFM: 540 CFM per square foot: 0.617 Square feet of room area: 875 Square feet per ton: 681.301 System Loads Total heating required with outside air: 21,551 Btuh 21.551 MBH Total sensible gain: 11,867 Btuh 86 % Total latent gain: 1,855 Btuh 14 % Total cooling required with outside air: 13,722 Btuh 1.143 Tons (based on sensible + latent) 1.284 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. Monday,November 06,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Prescott Addition/Renovation Neptune Beach,FL 32266-1798 11-06-00 Page 5 System#2 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 84 2,740 0 3,047 3,047 80 Glass Door Double Clear Glass Metal Frame 272 8,874 0 17,073 17,073 91 French Door Double Clear Glass Metal Frame 24 814 0 562 562 10D Door Wood Solid Core 18 373 0 204 204 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 847 2,285 0 1,249 1,249 13H Part R-19 + 1/2" GypsumBoard(R-0.5) 275 372 0 264 264 18C Roof+Ceil R-19 Batts(2x8" rafter) 346 763 0 763 763 22A Slab on Grade No Edge Insulation 66 2,406 0 0 0 Subtotals for structure: 1,932 18,627 0 23,162 23,162 Active People: 1 0 230 300 530 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 3,600 3,600 Lighting: 0 0 0 0 0 Ductwork: 0 1,436 0 2,915 2,915 Infiltration: Winter CFM: 204.1, Summer CFM: 90.7 398 10,096 3,160 2,094 5,254 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 32,071 Temperature Swing Multiplier: X1.00 System Load Totals: 30,159 3,390 32,071 35,461 Check Figures Supply CFM: 1,459 CFM per square foot: 1.072 Square feet of room area: 1,361 Square feet per ton: 392.119 System Loads Total heating required with outside air: 30,159 Btuh 30.159 MBH Total sensible gain: 32,071 Btuh 90 % Total latent gain: 3,390 Btuh 10 % Total cooling required with outside air: 35,461 Btuh 2.955 Tons (based on sensible + latent) 3.471 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. Monday,November 06,2000 RHVAG-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Prescott Addition!Renovation Neptune Beach, FL 32266-1798 11-06-00 Page 6 System#3 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 55 1,795 0 1,672 1,672 80 Glass Door Double Clear Glass Metal Frame 144 4,698 0 5,452 5,452 91 French Door Double Clear Glass Metal Frame 18 611 0 447 447 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 1,007 2,720 0 1,487 1,487 16G Ceiling R-30 Insulation 1,086 1,613 0 1,613 1,613 201 Floor Over Open Crawl Carpet+ R-19 10 22 0 8 8 Subtotals for structure: 2,320 11,459 0 10,679 10,679 Active People: 3 0 690 900 1,590 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 0 0 Ductwork: 0 936 0 1,308 1,308 Infiltration: Winter CFM: 146.6, Summer CFM: 65.2 217 7,251 2,269 1,504 3,773 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 14,391 Temperature Swing Multiplier: X1.00 System Load Totals: 19,646 2,959 14,391 17,350 Check Figures Supply CFM: 655 CFM per square foot: 0.603 Square feet of room area: 1,086 Square feet per ton: 697.286 System Loads Total heating required with outside air: 19,646 Btuh 19.646 MBH Total sensible gain: 14,391 Btuh 83 % Total latent gain: 2,959 Btuh 17 % Total cooling required with outside air: 17,350 Btuh 1.446 Tons (based on sensible + latent) 1.557 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. Monday, November 06,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Prescott Addition I Renovation Neptune Beach,FL 32266-1798 11-06-00 Page 7 Room Load Summary Reports System #1 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Den 875 21,551 280 0-0 0 11,867 1,855 540 1.05 567 540 System 1 875 21,551 280 11,867 1,855 540 567 540 Totals Main Trunk Size: 16x8 in. System#1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.143 86%/14% 11,867 1,855 13,722 Recommended: 1.284 77%/23% 11,867 3,545 15,412 System#1 Equipment Data Heating System Cooling System Monday,November 06,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A1C Prescott Addition/Renovation Neptune Beach,FL 32266-1798 11-06-00 Page 8 Room Load Summary Reports System #2 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 2 Living 875 21,652 281 0-0 0 23,401 2,533 1,065 1.05 1,118 1,065 3 Kitchen 486 8,507 111 0-0 0 8,670 857 394 1.00 394 394 /Bed2 System 2 1361 30,159 392 32,071 3,390 1,459 1,512 1,459 Totals Main Trunk Size: 18x14 in. System#2 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.955 90%/10% 32,071 3,390 35,461 Recommended: 3.471 77%/23% 32,071 9,580 41,651 i i Monday,November 06,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Prescott Addition I Renovation Neptune Beach,FL 32266-1798 11-06-00 Page 9 Room Load Summary Reports System#3 Room Load Summary Htg Htg Run Run Cig Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 4 Master 800 11,232 146 0-0 0 8,513 1,673 387 1.05 407 387 Suite 5 Bedrm 3 286 8,414 109 0-0 0 5,878 1,286 267 1.05 281 267 System 3 1086 19,646 255 14,391 2,959 655 687 655 Totals Main Trunk Size: 16x8 in. System #3 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.446 83°/x/17% 14,391 2,959 17,350 Recommended: 1.557 77%/23% 14,391 4,299 18,690 Monday,November 06,2000 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Prescott Renovation/Addition Builder: Gary Grider Constructio Address: 1983 Beach Ave Permitting Office: Atlantic Beach City, State: Atlantic Beach, FL Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:34.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 4. Number of Bedrooms 4 _ b. Central Unit Cap:33.0 kBtu/hr 5. Is this a worst case? No - SEER: 10.00 _ 6. Conditioned floor area(ft) 3322 ft2 e. Central Unit Cap:33.0 kBtu/hr _ 7. Glass area&type _ SEER: 10.00 a. Clear-single pane 0.0 ft, _ 13. Heating systems b. Clear-double pane 833.0 ft2 _ a. Electric Heat Pump Cap:34.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 _ d. Tint/other SC/SHGC-double pane 0.0 ft2 b. Electric Heat Pump Cap:33.0 kBtu/hr _ 8. Floor types _ HSPF:7.00 _ a. Slab-On-Grade Edge Insulation R=0.0, 186.0(p)ft _ c. Electric Heat Pump Cap:33.0 kBtu/hr b. Raised Wood,Post or Pier R=19.0, 10.0ft2 _ HSPF:7.00 c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Frame,Wood,Exterior R=19.0, 1854.0 ft' _ EF:0.92 _ b. Concrete,Int Insul,Exterior R=5.0,724.0 ft2 _ b. Electric Resistance Cap:50.0 gallons _ c. Frame,Wood,Adjacent R=19.0,275.0 ft2 _ EF:0.92 _ d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Single Assembly R=19.0,362.0 ft' ! 15. HVAC credits MZ-C,MZ-H _ b.Under Attic R=30.0, 1086.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,25.0 ft' _ RB-Attic radiant barrier, b. 2 Others 50.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.25 Total as-built points: 37889.00 PASS Total base points: 39305.00 1 hereby certify that the plans and specifications covered Review of the plans and zHESTgT by this calculation are in compliance with the Florida specifications covered by this X04 = ; �o Energy Code. calculation indicates compliance `t0 PREPARED BY: Ocean State HVAC with the Florida Energy Code. - " Before construction is completed DATE: _ �er this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 r`I•o0D compliance with the Florida rgy Cod Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: DATE: , DATE: 2 r EnergyGauge®(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1983 Beach Ave,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 3322.0 33.05 19765.3 Double, Clear N 3.0 26.8 11.0 19.22 0.99 210.0 Double,Clear S 4.0 6.8 17.0 34.50 0.62 361.7 Double,Clear E 8.0 9.0 208.0 40.22 0.55 4562.2 Double, Clear N 3.0 16.3 23.0 19.22 0.97 429.1 Double, Clear E 3.0 20.5 208.0 40.22 0.98 8184.6 Double, Clear S 3.0 20.5 64.0 34.50 0.96 2119.9 Double, Clear S 5.5 9.5 24.0 34.50 0.62 513.5 Double, Clear N 3.0 16.3 23.0 19.22 0.97 429.1 Double,Clear S 3.0 16.3 11.0 34.50 0.93 353.4 Double,Clear W 3.0 16.3 11.0 36.99 0.96 392.0 Double,Clear NW 3.0 16.3 8.0 25.46 0.97 197.1 Double,Clear SW 3.0 16.3 8.0 38.46 0.95 293.2 Double, Clear N 3.0 5.8 11.0 19.22 0.82 174.2 Double, Clear W 3.0 5.8 9.0 36.99 0.72 238.9 Double, Clear S 11.0 5.8 9.0 34.50 0.45 140.9 Double, Clear E 8.0 6.0 15.0 40.22 0.45 273.6 Double, Clear E 8.0 9,0 72.0 40.22 0.55 1579.2 Double, Clear S 3.0 5.8 11.0 34.50 0.65 246.6 Double,Clear E 8.0 9.0 72.0 40.22 0.55 1579.2 Double,Clear W 9.0 7.7 18.0 36.99 0.49 326.0 As-Built Total: 833.0 22604.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 275.0 0.7 192.5 Frame,Wood, Exterior 19.0 1854.0 0.90 1668.6 Exterior 2578.0 1.70 4382.6 Concrete, Int Insul, Exterior 5.0 724.0 1.00 724.0 Frame,Wood,Adjacent 19.0 275.0 0.40 110.0 Base Total: 2853.0 4575.1 As-Built Total: 2853.0 2502.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 18.0 6.10 109.8 Exterior 18.0 6.10 109.8 Base Total: 18.0 109.8 As-Built Total: 18.0 109.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1448.0 0.60 868.8 Single Assembly 19.0 362.0 1.80 651.6 Under Attic 30.0 1086.0 0.60 651.6 Base Total: 1448.0 868.8 As-Built Total: 1448.0 1303.2 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1983 Beach Ave,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 186.0(p) -37.0 -6882.0 Slab-On-Grade Edge Insulation 0.0 186.0(p) -41.20 -7663.2 Raised 10.0 -3.99 -39.9 Raised Wood,Post or Pier 19.0 10.0 0.77 7.7 Base Total: -6921.9 As-Built Total: -7655.5 INFILTRATION Area X BSPM = Points Area X SPM = Points 3322.0 10.21 33917.6 3322.0 10.21 33917.6 Summer Base Points: 52314.8 Summer As-Built Points: 52782.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 52782.2 0.340 1.012 0.341 0.950 5889.1 52782.2 0.330 1.012 0.341 0.950 5715.9 52782.2 0.330 1.012 0.341 0.950 5715.9 52314.8 0.3573 18692.1 52782.2 1.00 1.012 0.341 0.950 17320.9 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1983 Beach Ave,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 3322.0 9.76 5839.0 Double, Clear N 3.0 26.8 11.0 14.30 1.00 157.3 Double, Clear S 4.0 6.8 17.0 4.03 1.87 128.2 Double, Clear E 8.0 9.0 208.0 9.09 1.26 2374.3 Double,Clear N 3.0 16.3 23.0 14.30 1.00 329.2 Double, Clear E 3.0 20.5 208.0 9.09 1.01 1915.0 Double, Clear S 3.0 20.5 64.0 4.03 1.01 261.2 Double,Clear S 5.5 9.5 24.0 4.03 1.85 178.5 Double, Clear N 3.0 16.3 23.0 14.30 1.00 329.2 Double, Clear S 3.0 16.3 11.0 4.03 1.03 45.8 Double, Clear W 3.0 16.3 11.0 10.77 1.01 119.6 Double, Clear NW 3.0 16.3 8.0 14.03 1.00 112.3 Double,Clear SW 3.0 16.3 8.0 7.17 1.03 58.8 Double, Clear N 3.0 5.8 11.0 14.30 1.01 158.9 Double, Clear W 3.0 5.8 9.0 10.77 1.09 105.4 Double, Clear S 11.0 5.8 9.0 4.03 3.49 126.4 Double,Clear E 8.0 6.0 15.0 9.09 1.36 185.6 Double, Clear E 8.0 9.0 72.0 9.09 1.26 821.9 Double, Clear S 3.0 5.8 11.0 4.03 1.69 75.0 Double, Clear E 8.0 9.0 72.0 9.09 1.26 821.9 Double, Clear W 9.0 7.7 18.0 10.77 1.19 229.7 As-Built Total: 833.0 8533.9 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 275.0 3.6 990.0 Frame,Wood, Exterior 19.0 1854.0 2.20 4078.8 Exterior 2578.0 3.70 9538.6 Concrete, Int Insul, Exterior 5.0 724.0 5.70 4126.8 Frame,Wood,Adjacent 19.0 275.0 2.20 605.0 Base Total: 2853.0 10528.6 As-Built Total: 2853.0 8810.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 18.0 12.30 221.4 Exterior 18.0 12.30 221.4 Base Total: 18.0 221.4 As-Built Total: 18.0 221.4 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1448.0 1.20 1737.6 Single Assembly 19.0 362.0 2.00 724.0 Under Attic 30.0 1086.0 1.20 1303.2 Base Total: 1448.0 1737.6 As-Built Total: 1448.0 2027.2 EnergyGauge®DCA Form 60OA-97 Energy Gauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1983 Beach Ave,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 186.0(p) 8.9 1655.4 Slab-On-Grade Edge Insulation 0.0 186.0(p) 18.80 3496.8 Raised 10.0 0.96 9.6 Raised Wood,Post or Pier 19.0 10.0 0.88 8.8 Base Total: 1665.0 As-Built Total: 3505.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 3322.0 -0.59 -1960.0 3322.0 -0.59 -1960.0 Winter Base Points: 18031.6 Winter As-Built Points: 21138.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 21138.7 0.340 1.029 0.487 0.950 3421.0 21138.7 0.330 1.029 0.487 0.950 3320.4 21138.7 0.330 1.029 0.487 0.950 3320.4 18031.6 0.5340 9628.9 21138.7 1.00 1.029 0.487 0.950 10061.8 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1983 Beach Ave,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 50.0 0.92 4 0.50 2626.61 1.00 5253.2 50.0 0.92 4 0.50 2626.61 1.00 5253.2 As-Built Total: 10506.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 18692.1 9628.9 10984.0 39304.9 17320.9 10061.8 10506.4 37889.2 [::FPASS::] 0I-THE ST9T�o� Go t EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1983 Beach Ave,Atlantic Beach, FL, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows& Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations; between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeterof floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools& Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer. Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.0 The higher the score,the more efficient the home. 1983 Beach Ave,Atlantic Beach, FL, 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:34.0 kBtu/hr _ 3. Number of units,if multi-family I _ SEER: 10.00 4. Number of Bedrooms 4 _ b. Central Unit Cap:33.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 10.00 6. Conditioned floor area(W) 3322 W c. Central Unit Cap:33.0 kBtu/hr 7. Glass area&type _ SEER: 10.00 a. Clear-single pane 0.0 ff _ 13. Heating systems b. Clear-double pane 833.0 fe - a. Electric Heat Pump Cap:34.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 fe _ HSPF:7.00 _ d. Tint/other SC/SHGC-double pane 0.0 W b. Electric Heat Pump Cap:33.0 kBtu/hr _ 8. Floor types _ HSPF:7.00 a. Slab-On-Grade Edge Insulation R=0.0, 186.0(p)ft _ c. Electric Heat Pump Cap:33.0 kBtu/hr _ b.Raised Wood,Post or Pier R=19.0, 10.0fe _ HSPF:7.00 c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Frame,Wood,Exterior R=19.0, 1854.0 ft' - EF:0.92 _ b. Concrete,Int Insul,Exterior R=5.0,724.0 ftp b. Electric Resistance Cap: 50.0 gallons _ c. Frame,Wood,Adjacent R=19.0,275.0 W _ EF:0.92 d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Single Assembly R=19.0,3 62.0 It' f 15. HVAC credits MZ-C,MZ-H b.Under Attic R=30.0, 1086.0 W _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,25.0 ftz _ RB-Attic radiant barrier, b. 2 Others 50.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) �O�Tt�E s14), in this home before final inspection. Otherwise,a new EPL Display Card will be completed �. .�� based on installed Code coin t fsqPares. �y Builder Signature: Date: Q / Address of New Home: 024 (Q EfKe�/QGd' City/FL Zip:,A 4y&Gf _C0 ?� i r�c0 WE *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarT mdesignation), your home may qualify for energy efficiency mortgage (EEM incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version:FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1983 Beach Ave, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 3322.0 33.05 19765.3 Double, Clear N 3.0 26.8 11.0 19.22 0.99 210.0 Double, Clear S 4.0 6.8 17.0 34.50 0.62 361.7 Double, Clear E 8.0 9.0 208.0 40.22 0.55 4562.2 Double,Clear N 3.0 16.3 23.0 19.22 0.97 429.1 Double,Clear E 3.0 20.5 208.0 40.22 0.98 8184.6 Double, Clear S 3.0 20.5 64.0 34.50 0.96 2119.9 Double, Clear S 5.5 9.5 24.0 34.50 0.62 513.5 Double, Clear N 3.0 16.3 23.0 19.22 0.97 429.1 Double, Clear S 3.0 16.3 11.0 34.50 0.93 353.4 Double, Clear W 3.0 16.3 11.0 36.99 0.96 392.0 Double, Clear NW 3.0 16.3 8.0 25.46 0.97 197.1 Double, Clear SW 3.0 16.3 8.0 38.46 0.95 293.2 Double, Clear N 3.0 5.8 11.0 19.22 0.82 174.2 Double, Clear W 3.0 5.8 9.0 36.99 0.72 238.9 Double,Clear S 11.0 5.8 9.0 34.50 0.45 140.9 Double,Clear E 8.0 6.0 15.0 40.22 0.45 273.6 Double,Clear E 8.0 9.0 72.0 40.22 0.55 1579.2 Double,Clear S 3.0 5.8 11.0 34.50 0.65 246.6 Double, Clear E 8.0 9.0 72.0 40.22 0.55 1579.2 Double, Clear W 9.0 7.7 18.0 36.99 0.49 326.0 As-Built Total: 833.0 22604.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 275.0 0.7 192.5 Frame,Wood, Exterior 19.0 1854.0 0.90 1668.6 Exterior 2578.0 1.70 4382.6 Concrete, Int Insul, Exterior 5.0 724.0 1.00 724.0 Frame,Wood,Adjacent 19.0 275.0 0.40 110.0 Base Total: 2853.0 4575.1 As-Built Total: 2853.0 2502.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 18.0 6.10 109.8 Exterior 18.0 6.10 109.8 Base Total: 18.0 109.8 As-Built Total: 18.0 109.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1448.0 0.60 868.8 Single Assembly 19.0 362.0 1.80 651.6 Under Attic 30.0 1086.0 0.60 651.6 Base Total: 1448.0 868.8 As-Built Total: 1448.0 1303.2 EnergyGauge®DCA Form 60OA-97 EnergyGauge@/FIaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1983 Beach Ave, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 186.0(p) -37.0 -6882.0 Slab-On-Grade Edge Insulation 0.0 186.0(p) -41.20 -7663.2 Raised 10.0 -3.99 -39.9 Raised Wood, Post or Pier 19.0 10.0 0.77 7.7 Base Total: -6921.9 As-Built Total: -7655.5 INFILTRATION Area X BSPM = Points Area X SPM = Points 3322.0 10.21 33917.6 3322.0 10.21 33917.6 Summer Base Points: 52314.8 Summer As-Built Points: 52782.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 52782.2 0.340 1.012 0.341 0.950 5889.1 52782.2 0.330 1.012 0.341 0.950 5715.9 52782.2 0.330 1.012 0.341 0.950 5715.9 52314.8 0.3573 18692.1 52782.2 1.00 1.012 0.341 0.950 17320.9 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge@/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1983 Beach Ave, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 3322.0 9.76 5839.0 Double, Clear N 3.0 26.8 11.0 14.30 1.00 157.3 Double,Clear S 4.0 6.8 17.0 4.03 1.87 128.2 Double, Clear E 8.0 9.0 208.0 9.09 1.26 2374.3 Double,Clear N 3.0 16.3 23.0 14.30 1.00 329.2 Double, Clear E 3.0 20.5 208.0 9.09 1.01 1915.0 Double, Clear S 3.0 20.5 64.0 4.03 1.01 261.2 Double, Clear S 5.5 9.5 24.0 4.03 1.85 178.5 Double, Clear N 3.0 16.3 23.0 14.30 1.00 329.2 Double, Clear S 3.0 16.3 11.0 4.03 1.03 45.8 Double,Clear W 3.0 16.3 11.0 10.77 1.01 119.6 Double, Clear NW 3.0 16.3 8.0 14.03 1.00 112.3 Double, Clear SW 3.0 16.3 8.0 7.17 1.03 58.8 Double,Clear N 3.0 5.8 11.0 14.30 1.01 158.9 Double, Clear W 3.0 5.8 9.0 10.77 1.09 105.4 Double,Clear S 11.0 5.8 9.0 4.03 3.49 126.4 Double, Clear E 8.0 6.0 15.0 9.09 1.36 185.6 Double, Clear E 8.0 9.0 72.0 9.09 1.26 821.9 Double,Clear S 3.0 5.8 11.0 4.03 1.69 75.0 Double,Clear E 8.0 9.0 72.0 9.09 1.26 821.9 Double, Clear W 9.0 7.7 18.0 10.77 1.19 229.7 As-Built Total: 833.0 8533.9 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 275.0 3.6 990.0 Frame,Wood, Exterior 19.0 1854.0 2.20 4078.8 Exterior 2578.0 3.70 9538.6 Concrete, Int Insul, Exterior 5.0 724.0 5.70 4126.8 Frame,Wood,Adjacent 19.0 275.0 2.20 605.0 Base Total: 2853.0 10528.6 As-Built Total: 2853.0 8810.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 18.0 12.30 221.4 Exterior 18.0 12.30 221.4 Base Total: 18.0 221.4 As-Built Total: 18.0 221.4 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1448.0 1.20 1737.6 Single Assembly 19.0 362.0 2.00 724.0 Under Attic 30.0 1086.0 1.20 1303.2 Base Total: 1448.0 1737.6 As-Built Total: 1448.0 2027.2 EnergyGauge@ DCA Form 60OA-97 EnergyGauge@/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1983 Beach Ave, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 186.0(p) 8.9 1655.4 Slab-On-Grade Edge Insulation 0.0 186.0(p) 18.80 3496.8 Raised 10.0 0.96 9.6 Raised Wood, Post or Pier 19.0 10.0 0.88 8.8 Base Total: 1665.0 As-Built Total: 3505.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 3322.0 -0.59 -1960.0 3322.0 -0.59 -1960.0 Winter Base Points: 18031.6 Winter As-Built Points: 21138.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 21138.7 0.340 1.029 0.487 0.950 3421.0 21138.7 0.330 1.029 0.487 0.950 3320.4 21138.7 0.330 1.029 0.487 0.950 3320.4 18031.6 0.5340 9628.9 21138.7 1.00 1.029 0.487 0.950 10061.8 EnergyGaugeTM DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1983 Beach Ave, Atlantic Beach, FL, PERMIT* BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10934.0 50.0 0.92 4 0.50 2626.61 1.00 5253.2 50.0 0.92 4 0.50 2626.61 1.00 5253.2 As-Built Total: 10506.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 18692.1 9628.9 10984.0 39304.9 17320.9 10061.8 10506.4 37889.2 PASS yo4 ZHE STq f�cGD WE ��.. EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeO/FIaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1983 Beach Ave, Atlantic Beach, FL, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST ' COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE i CHECK Exterior Windows& Doors 606.1.ABC.1,1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations;between wall panels&top/bottom plates; between walls and floor. EXCEPTION: Frame wails where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate, Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate: attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams, Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Muiti-storyHouses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS I CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker(electric)or cutoff as must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer, Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min, R-19. Common wails-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeS/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.0 The higher the score,the more efficient the home. 1983 Beach Ave, Atlantic Beach, FL, 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:34.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap:33.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 10.00 _ 6. Conditioned floor area(ftz) 3322 ftz c. Central Unit Cap:33.0 kBtu/hr _ 7. Glass area&type _ SEER: 10.00 _ a. Clear-single pane 0.0 ft, _ 13. Heating systems b. Clear-double pane 833.0 ftz _ a. Electric Heat Pump Cap:34.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ftz _ HSPF:7.00 d. Tint/other SC/SHGC-double pane 0.0 ftz b. Electric Heat Pump Cap:33.0 kBtu/hr _ 8. Floor types _ HSPF: 7.00 _ a. Slab-On-Grade Edge Insulation R=0.0, 186.0(p)ft _ c. Electric Heat Pump Cap:33.0 kBtu/hr _ b.Raised Wood,Post or Pier R=19.0, MOW _ HSPF: 7.00 _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=19.0, 1854.0 ftz _ EF:0.92 _ b. Concrete,Int Insul,Exterior R=5.0,724.0 ft' _ b. Electric Resistance Cap: 50.0 gallons _ c. Frame,Wood,Adjacent R=19.0,275.0 ftz _ EF:0.92 _ d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Single Assembly R=19.0,3 62.0 ftz _ 15. HVAC credits MZ-C,MZ-H b. Under Attic R=30.0, 1086.0 ftz _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,25.0 ftz _ RB-Attic radiant barrier, b. 2 Others 50.0 It MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) 04 THE Sr4 in this home before final inspection. Otherwise,a new EPL Display Card will be completed l based on installed Code co ,'ant ees. �A Builder Signature: Date: 7 66 Address of New Home: City/FL Zip: 39Z.3.7 r�coD waT¢��c *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar"Mdesignation), your home may qualify for energy efficiency mortgage (EE1,0 incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedufor information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGaugeg(Version:FLRCNA-200) FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Prescott Renovation/Addition Builder: Gary Glider Constructio Address: 1983 Beach Ave Permitting Office: Atlantic Beach City, State: Atlantic Beach, FL Permit Number: ;2/8 i-* Owner: Jurisdiction Number:0`j,da Climate Zone: North 1. New construction or existing Addition , 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:34.0 kBtu/hr _ 3. Number of units,if multi-family I - SEER; 10.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap:33.0 kBtu/hr _ 5. Is this a worst case? No _ _ SEER: 10.00 6. Conditioned floor area(ft') 3322 ft c. Central Unit Cap:33.0 kBtu/br _ 7. Glass area&type SEER: 10.00 a. Clear-single pane 0.0 ft' _ 13. Heating systems b. Clear-double pane 833.0 ft' _ a. Electric Heat Pump Cap:34.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ftz _ HSPF:7.00 _ d. Tint/other SC/SHGC-double pane 0.0 ft' b. Electric Heat Pump Cap:33.0 kBtu/hr _ 8. FIoor types HSPF:7.00 _ a. Slab-On-Grade Edge Insulation R=0.0,186.0(p)ft c. Electric Heat Pump Cap:33.0 kBtuihr _ b. Raised Wood,Post or Pier R=19.0, 10.0ft' _ HSPF:7.00 c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R-19.0, 1854.0 fl' EF:0.92 _ b.Concrete,Int Insul,Exterior R=5.0,724.0 ft' b.Electric Resistance Cap:50.0 gallons T c. Frame,Wood,Adjacent R=19.0,275.0 fe EF:0.92 d.N/A _ c. Conservation credits _a e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Single Assembly R=19.01362.0 fl' _ 15. HVAC credits MZ-C,MZ-H b.Under Attic R=30.0, 1086.0 fP ` (CF-Ceiling fan,CV-Cross ventilation, T c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Attic Sup.R-6,0,25.0 fP _ RB-Attic radiant barrier, b.2 Others 50.0 ft M&C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.25 Total as-built points: 37889.00 PASS Total base points: 39305.00 I hereby certify that the plans and specifications covered Review of the pians and T10 Sp by this calculation are in compliance with the Florida specifications covered by this qT o Energy Code. calculation indicates compliance PREPARED BY: Ocean State HVAC with the Florida Energy Code. � �� Before construction is completed - DATE: this building will be inspected for I hereby certify that this building, as designed is in compliance with Section 553.908 compliance with the Florida rgy Cod Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: -ft(:� DATE: _1�, �-,�• DATE: 2 EnergyGauge®(Version: FLRCNA-200) DATE: !-/—-2 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION( S ) HAVE BEEN MADE AND ARE SATISFACTORY : ---------------- /1 �C2_ - ----- --- ----------------- ------ ' ------------------------------------------------- ------ ' ------------------------------------------------- Enclosed are the blue copies of the permits. SI RELY,. BUILDING INSPECTION DIVISION cc: FILE DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: S -4 1 __� ! i� C --- 1� 9 i -------------- -------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, ,_gu 1.D INSPECTION DIVISION cc:FILE aUU CITY OF ATLANTIC BEACH, FLORIDA Ei Approved by APPLICATION FOR ELECTRICAL, PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: (2- 3 19--a IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTE LECTRICIApN SIGNA,TAE JOURNEYMAN L G NAME(1�'l/''✓�W& "2Z ADDRESS: o � �✓lG/Z GAG RFD—BOX— BLDG. FDBOXBLDG.SIZE BETWEEN: RES.(If' APT.( ) COMM. ( l PUBLIC ( 1 INDUS. ( 1 NEW ( ! OLD ('1' REW. ( ) ADDITION ( 1 TRAILER ( 1 TEMP.( 1 SIGNS ( 1 SQ. FT. SERVICE: NEW( 1 INCREASE ( 1 �RE� FEE CONDUCTOR SIZE AMPS COPPER ( ► ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE O i7 AMPS PH I W dVOLT SSU RACEWAY FEEDERS NO. SIZE NO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES i BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO, 1 H.P. VOLTAGE PHS MISCELLANEOUS LA IM67 PLUMBING WORKSHEET SINKS SHOWERS DISHWASHERS CLOSETS BATH TUBS FLOOR DRAINS WASHING MACHINE WATER HEATERS DISPOSALS LAVATORY URINALS OTHER TOTAL FIXTURE COUNT FIXTURE UNIT BREAKDOWN 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 HEREBY FIXED AT $10.00 PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF LAVATORY (1 UNIT) WATER_ CLOSET, LAVATORY, AND BATH TUB OR SHOWER STALL SERVICE SINK TRAP STAND (6 UNITS) (3 UNITS) DRINKING FOUNTAIN ( UNIT), URINAL, WALL LIP (4 UNITS) FLOOR DRAIN (1 UNIT) f WASHING MACHINE RES. . . URINAL, PEDESTAL, SYPHON (3 UNITS) JET BLOWOUT (8 UNITS) WATER CLOSETS, VALVE OPERATED 14ATER CLOSETS, TANK—OPERATED (8 UNITS) (4UNITS) SHOWER STALL, DOMESTIC BATHTUB (W/OR W/O OVERHEAD — (2 UNITS) 1SHOWER) (2UNITS) LAUNDRY TRAY BIDGET (3 UNITS) (2 UNITS) DISHIdASHER (.2 UNITS) . KITCHEN SINK (2 UNITS) KITCHEN SINK/1.ASTE GRINDER (3 UNITS) TOTAL FIXTURE UNITS @ $10.,00 EACH C;2 CJv p UTILITY AGREE"IE1VI' (Water and Sewer-) THIS AGREEM=, made and entered into this day of r by and between the City of Atlantic Beach, Florida, a municipal corporation, hereinafter referred to as "City", and and its successors and assigns herein referred to as "User", TSS, User owns land in Duval County, Florida, described as follows: el—�r.3 /� and WHEREAS, User plans to develop said land by constructing buildings, residences and/or other improvements thereon consisting of S: and WEE1ZEAS, The City is the owner of a water plant, water distribution system, sewage treatment system and sewage collection plant in the vicinity of the above described property; and GJHEREAS, User will need water gra ce, and User desires City to furnish same; and WHEREAS, City is willing to operate such water and sere LrQatmeZt system so that all buildings constructed on User's property by User may have furnished to them water a.- --sewe3F service, subject to all terms and conditions of this Agreement, NOW, THEREFORE, in consideration of the premises and other good and valuable considerations and in consideration of the mutual covenants and conditions hereinafter contained, the parties hereto agree as follows; Y (2) 1. Upon the terms and conditions herein contained, the City agrees to provide potable water and-domestic-mer services to the User's Property. y_ The term "domestic sewage" used in this paragraph and referred to throughout this Agreement is defined as follows; human waste including liquids and solid matter carried from plumbing fixtures normally carried off by drains and sewers, and except where specifically excluded bath and toilet wastes, laundry wastes, kitchen wastes and other similar wastes. It does not include commercial or industrial waste, 2. City agrees that after User has connected to the system, thereafter City will provide, at its costs and expense, but in accordance with other provisions of this Agreement, including rules and regulations and rate schedules, sewer service and water service to User's Property in a manner conforming to reasonable requirements of public governmental agencies having jurisdiction over City's water and sewer operations. 3. User shall, at its costs and expense, install all of the potable water distribution and domestic sewage collection lines which may be required on User's property, including engineering cost, to correct City's plant tolthe User's property, and all other facilities necessary to make it possible for the City to provide adequate potable water and domestic sewage service. If buildings rmre than two stories in height are constructed on the User's property, the User, at its own expense, agrees to furnish to the City any equipment which may be necessary for pumping potable water to the additional height with associated backflow preventers, (3) At all times during the construction of the potable water and deesst_c_ s ernes and related equipment, the City shall have access to the construction and the right to inspect the construction to insure that the lines and related equipment are being installed in accordance with the plans and specifications approved by the City. User shall construct the sti.c posal lines in such a manner as to insure that no water from air conditioning systems, ice machines, swinming pools or any other form of condensate water shall flow into the domestic sewage disposal lines of the City and nothing other than sewage in its strictest sense shall be discharged into the domestic sewage disposal system of the City. City shall inspect all connections made by contractors, plumbers, builders, etc. to any portion of the sewer system that discharges into the sewage collection system owned or operated by City or contemplated to be owned and operated by City under the terms and conditions of this Agreement prior to being covered up. City shall only be obligated and will only provide water and suer service to User's property upon 100% completion of all terms and conditions of this Agreement. 4. User shall pay a planning and inspection fee in order to defray all actual costs to City of preparing and executing this Agreement, including any attorney's fees; and conducting the inspection and testing of the installation of the User's Extension; and all other administrative costs incident to accepting the User's extension, Said fee shall be equal to one half of building permit fee. N�+� 1 L 5. User shall pay City at""Sewer Impact Fee" of $1,035.00 per residential unit and a water impact fee of $10.00 per fixture unit/or as otherwise f (4) provided in the City's Code of Ordinances, b. The City shall provide water and sewer service to User's property upon payment to City of the standard meter charges as provided in the City's Code of Ordinances ($85.00/ 5/8 x 3/4 inch meter) , 7. Payment of the Sewer Inpact Fee, Water Impact Fee, Planning/ Inspection Fee and Water Teter Charges, shall be made in full at the time City approves the plans. 8. In the event, at a future date, City's charges, rate schedules . or fees are revised, subject to the operating rules and regulations and approval of governmental authorities having jurisdiction, then in that event, User and/or assigns shall pay the charges, rates or .fees then in effect on date of payment, 9. Hydraulic share of main extensions-payment or refund, User recognizes that water or sewer utility service to th User's property is provided by the use of a main extension and other improvements constructed by a prior developer and that User is obligated to refired to said prior developer User's share of the cost of said main extension or other improvements, Accordingly, User shall pay its pro rata share of the cost of said main extension or other improvements to City. Said pro rata share shall be based on Developer's percentage of the hydraulic capacity of said extension or other improvements. For the purpose of this Agreement, the cost of Developer's said hydraulic share shall be With respect to utility facilities installed by User to which ,future developers connect directly, and in consideration for monies expended by User toward said facilites, City shall refund to User, or User's successors or assigns, solely from monies collected from said future developers, said a future developer's pro rata share of the cost of said facilities, Said -refunds shall be calculated on the basis of the hydraulic capacity, and demand of said future developer whenever feasible, The refund obligation of City hereunder and the benefits to User related thereto shall expire five (5) years from the date of execution of this ,Agreement, Said refund shall be -made to User within sixty (60) days of the receipt of payment by City from a future developer, 10, If any damage is done by User, its agents,' or employees, to the existing potabld water lines or domestic sewer lines of City or other utilities CATV, electric, phone, or the potable water lines or domestic sewer lines installed pursuant to this Agreement, during or after the installation thereof and by reason of construction work, User shall at his expense, make such repairs as are required to restore said potable water or domestic sewer lines to the condition which existed before such damage occurred, but in the event User does not restore said potable water or domestic sewer lines (but this clause shall not be construed as to require the City to make such reparis or restoration) , User shall provide the City and its agents adequate access and facilities for the makin of said repairs.. All costs incurred by the City in making such repai,rs, shall become immediately due and payable and shall be considered in all respects the same as if said charge had arisen in connection with the rendition of the regular services of the City, 11. Notwithstanding any provision of this Agreement, the City shall have no obligation to provide sewer services to any customer producing sewage which is unusually burdensome, unusually costly to processor substantially detrimental to the sewage system, 12. This ,Agreement shall be beinding upon the parties hereto, their successors in interest, grantees, transferees and assigns, In the event User transfers any part of the User's property, it will cause its transferee to comply i in all respects with the provisions of this Agreement. 13. In the event the City sells either its sewer treatment plant or collection system or its water treatment plant or water distribution system to any governmental body or any other purchaser, then, in such events, this Agreement shall terminate as to the City on any protion sold and all of its obligations or liabilities hereunder shall cease and determine for that portion sold. 14. The City may shut off the water to the User or any other person and refuse to accept sewage from the User or any other person if the User or any other persons shall fail to pay any sums due hereunder when the same becaue due and payable. Nothing herein contained, however,. not any action taken by the City in pursuance hereof shall impair any other remedy which the City might have, at law or equity, for breach of this Agreement by Owner or any other person. 15. City does not guarantee an uninterrupted supply of water for any purpose or water at any particular pressure for any purpose and reserves and shall have the right to shut off the water in its main at any time for the purpose of making repairs or extensions or for other purposes incidental to its water supply and will not be responsible for any damage caused by low pressure. City shall have the right to turn off water service at the main where the User has been found to be useing water illegally, and to assess a fee for restoration of service. 16. The City shall have the right to assign and transfer this Agreement at any time provided., however, that no such assignment or transfer shall impair the rights or increase the obligations to the User or any other person pursuant to this Agreement. (7) 17. Unless sooner terminated as provided herein, the initial term of this Agreement shall be 15 years. After the initial term of 15 years from the date of the execution of this Agreement, the terms of this Agreement shall automatically be renewed for successive terms of five (5) years each, unless written notice of termination of this Agreement is provided by either party hereto, not less than ninety (90) days prior to the commencement of any such renewal period. 18. It is expressly agreed and understood between User and City that there are no other written or verbal agreements applicable herein between User and City. 19. This Agreement may be amended and modified from time to time as necessary by mutual written agreement of the parties hereto. IN WITNESS WHEREOF, the User and the City have caused these presents to be executed the day and year first above written. Signed, sealed and delivered in the presence of: User Witness ity o At antic B Witness n' CITY OF .4 &Aar& Vead - 57Q a, 800 SEMINOLE ROAD ATI �NTJC PEACH, FLORIDA 31213-5445 TEUPHONE(904t 247-5800 FAX (904) 247-5805 SUNCOM 852-5800 July 26, 2000 TO WHOM IT MA Y CONCERN. Re: 1983 BEACH AVENUE We have reviewed the Project located at 1983 Beach Avenue and find that A meets all codes and ordinances of the City of Atlantic Beach pertaining to building and zoning setbacks. Sincerely, CL Don C. Ford Building OffiCial Georgei'Wo�rley, 11 Zoning Director cc: City Manager I'o � Lo Val r to 10 00 t ii•4 ' -t4,5¢1 4411. oil all o ti-- �oov ' y►,�� ;1 I i I l u RP,G?`�i�OV Department of r Environmental Protection r,• �a `�i *rye°'k Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard David B.Struhs Governor Tallahassee, Florida 32399-3000 Secretary August 30, 2000 TO WHOM IT MAY CONCERN Request for Public Comment File Number: DU-281 Applicant: Christopher and Robin Prescott You are hereby notified that the Department of Environmental Protection is considering the referenced_ application for a coastal construction control line permit, pursuant to Section 161.053, Florida Statutes, for the construction of a third floor addition, swimming pool, patio and a dune walkover structure. A copy of the plans is enclosed. The proposed project is located approximately 50 feet to 100 feet south of the Department of Environmental Protection's reference monument R-43, in Duval County, and is within the local jurisdiction of the City of Atlantic Beach. Project address: 1983 Beach Avenue, Atlantic Beach. This public comment notice is being distributed in order to assist the Department of Environmental Protection in developing facts on which to base a decision on the permit application. For accuracy and completeness all comments should be submitted in writing with supporting data, evidence, or rationale to furnish a clear understanding of the basis for the comments. The decision as to whether a permit will be issued will be based on an evaluation of: (1) The design adequacy of the proposed construction. (2) The expected impact of the proposed construction to the beach/dune system. (3) The expected impact of the proposed construction to adjacent properties. (4) The expected impact of the proposed construction on lateral public beach access. (5) Appropriate siting of the proposed construction with respect to local setback, zoning restrictions, and maximum usage of upland portions of the property. (6) The expected impact of the proposed construction on nesting sea turtles and hatchlings and their habitat. Comments should be submitted within fourteen (14) calendar days after the date of this notice to Dana A. Latino, Engineer, the Florida Department of Environmental Protection, Office of Beaches and Coastal Systems,3900 Commonwealth Boulevard, Mail Station 310, Tallahassee, Florida 32399. Plans for the proposed work may be seen at the office of the Office of Beaches and Coastal Systems at 5050 West Tennessee Street, Building B, Tallahassee, Florida. DAL/jg Enclosure "More Protection, Less Process" Printed on recycled paper. -tL.SL ' L J• G t„ � 1 CP cli 1 f ui SOIV for- fJl` �'r aP4` p�tilla --1..•)t�C�C'. t, ,'C 141 fly+ i aR t i �� .�11?S. of �i 4 x,4.1,: ,�';��"• ...-... -� \00 . � h�N Kµ� 1 i VIP se !Y1 er {forth UA�W {ion b+ 5{ � ' �..--.•.'r''" " �r�gs►ca{'�► *cco�,��d{n�s sz►a tom► �CArtp onaQty b,Kn d�Zn yoaastor {ed�{O ^ �elased IsdnL n},"iuuwtyoan ,yetn�oTOT {ed►�°}r t The Y o U wnY°� {�tl f F}► ti: c anatuatcq of�� of s Tat lu p CITY OF ATLANTIC BEACIi APPLICATION FOR POOL PERMIT ic!) Address Let R Block Subdivision O 11er �t2. t�Sti.S. 1' �Scc, ,-T- Address- -Address 1 S 31�=are-(I ayE , A-t-z F�+�r,c.. _E'-- m_4 3 2 Z3 Contractor SES SA•S-t _ <7'i "bA- .s c... Ac!dress 6o-L S I-- TELEPHONE: License Number (L? C 0370-46 Valuation 0010 • ft—W Gallons SITE PLAN front N UCEIVED �,• N r• rD ?U01 City �f ptlantic Beach rilii ►I fano rear Signature O�:,nc / r� Date C) Signature Signature Cont for 0 V/ Date t HOMEOWNER'S AFFIDAVIT FOR SWIMMING POOL 1. Minimum four(4) foot high fence, screen, or barrier with self-closing, self-latching, lockable gates. 2. Maximum vertical clearance from the bottom of the fence to the grade is four(4)inches measured on the side opposite the swimming pool. 3. Where a picket fence is used, it must have horizontal support members on the swimming pool side of the fence. Shadow box fences shall be constructed with at least thirty-six (36) inches between horizontal members. 4. Maximum opening size allowed for a chain link fence is 2 1fz inches. 5. Gates forty-eight(48)inches in width or less shall be self-closing and have a self-latching device. The self-latching device shall be no more than thirty-eight (38)inches from the bottom of the fate and must be placed on the swimming pool side of the gate. 6. All access gates shall be equipped to accommodate a locking device. 7. The fence or barrier must be constructed so as to not provide footholds or other physical characteristics, which would enable a child to climb over the barrier. 8. Unscreened windows leading to the pool area shall have a latching device at least fifty- six(56)inches above the floor. 9. A hinges door or second door leading to the pool area shall be self-closing and shall have a self-latching device. 10. A sliding door or a second door leading to the pool area shall have a self-latching device. 11. All fence, screen, or barrier enclosures shall be continually maintained so as to provide the protection of restricted and secure access to the pool area. 12. Aboveground pools, four(4)feet or more in height need only be provided with a barrier or fence around pool access area or decking. Ladder must be removable. 13. The owner of the property where the swimming pool is located is responsible for obtaining the final swimming pool inspection before it is used. To schedule a final inspection, please call 270-2430. 14. Violation of these provisions shall constitute an offense against the City and may be punishable by a fine of up to 250 per day. I, [ G L,(56-e ) certify that I understand and will comply with the 0 on i ' e_ I� ature Address bite '!'hisinstrumentPrepnred 11y: 5 MIN. RETURN Address I ba-z S:, PHONE# 9V6.aVS6' took 9841 Pa e .T74 �``-nR �►A� 3 z 5 0 --- 9 108e Pormit No. 'Pax Polio No. NOTICri, OF COMMrNCrMrNT ,STATE or. SIF P A . . COUNTY or i:xj-j - TML UNDERSIGNED hereby g►ves notice that improvement will be made to certain real property, and in accordance with Chapter 713, rloridA Statutes, the f0110wing information is provided in this Notice of Commencement. 1. Description of property: (legt)1 description of properly, arul :)treeL nrldress if available) 2. Cenernl description of improven)enL: 3. Owner.inforn)ntion n. Name and address: MZ.4' MCI5. 1�2C-SuoT tg83 tg�pm�+ k.q=, �krl.�nc At. 41� �,. b. Interest in property: 1::; £ SIr-%PLA c. Nnme and address of fee simple tidebnlcler(ifolher Lynn o«'ner): 4. Contractor: n. Nnme and nddres.w.. �- E s T. IRA-TT-s' Exi- (vvw �gA-'s c,o•) 1 boz tI. 3cto S., a�N FkA, 3zZS6 b. Phone number: Z q(--2-4 S.S c. Pax number(optional, if service by fax is acceptable): $ocg.%001000320 G. Surety oo . 841 Ne: 1088 a. Nnme and address: Filed & Recorded b. AI))A11nt or hon(] . � 01/02/2001 11:26:45 AM c: ]'hone number: FULLERJIM CLERKIRCUIT COURT d, rax number (optional, ifservice by fax is accepL:)ble): DUVAL COUNTY TRUST FUND S 1.00 G. Lender RECORDING $ 5.00 n. Name and address: b. Phone number: e. Pnx number (optional, if:service by fax is aceeplal)le): 7. Persons within the State of Ploridn designated by Owner 111)011 whom notices or other documents may be served ns' provided in section 713.13(1)(n)7., Ploridn SLat.utes: n.Nnme and address: b. Phone number: c. Pax number(optional, if service by rnx is:acceptable): 8. In addition to himself, Owner desit;nnles dw following pernon(!:) to receive n copy of the Lienors Notice as provided in Section 713.1:1(1)(1)), hlorida Statutes: n. Nnme and address: b. Phone number: c. Pnx number(optional, if service by rAx i!: Acceptable): G. Expirntion date of notice of commencement(the ext)ir:!tion (I:1te i:: 1 year from the cinte of recording unless n different date is specilied) Sworn to and subscribed.before file byCrny_ h�� 1 rescyff" Si(;nnture of Own r dWheX who is personally known to me c)t• proclme`I n tilt idantific:)lion, incl who (lid _take Owne►'s Nnn)e �'� SfiD3»/�'f!YL ►p/�'l�e� // • FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION NOTICE TO PROCEED Permit Number: DU-281 Permittee: Permit Expires: October 26, 2003 Christopher and Robin Prescott c/o George Bull, Jr., Architect 363 Atlantic Boulevard, Suite 3 Atlantic Beach, Florida 32233 You are hereby granted final authorization to proceed with the construction or activities authorized by the permit number referenced above. Authorized work must conform with the detailed project description, approved plans, and all conditions including preconstruction requirements included in the final order. A brief description of the authorized work follows. Project Description: Construction of a swimming pool, other structuresJactivities, excavation and placement of fill. Project Location: Between approximately 50 feet and 100 feet south of the Department of Environmental Protection's reference monument R-43, in Duval County. Project address: 1983 Beach Avenue, Atlantic Beach. Special Instructions: A preconstruction conference is required. Questions regarding the prrmit or this notice sh be directed to the undersigned at: Office of Beaches and Coastal Systems 3900 Commonwealth Blvd. - M.S. 310 1 / Tallahassee, Florida 32399-3000 Dati of Nbtice Efana A. Latino, Engineer Telephone (850) 488-3180 DAL/jg I\ m��« I/ cc: Permit File Permit Information Center Bobbie Nelson, Field Inspector .!ANN -. 3 2001 Christopher and Robin Prescott , Property Owner City of Atlantic Beach Building Official City of Atlantic beach guilcii>'►g ang ;or11n8 DU Fmm rs.131 0".o." Post Conspicuously on the Site rA p � \0.0 6 { jot-! . Rec x gt SYR pFTHE QEF ��SYSTEM 1,T {FR X15 nRpN R l- {a TR N r�*2S�R�NAlp D ACr 1- 1RE ` jHtS i, -vs �} O C'V SA1 QED 1� T s i0. #dv spq 13 • -jam r se -4 J`, R f Now �s Ov Xyl -10 V � •� �� 11 9 i 1 ! . i 11 'all F567 ( P5c3 315'.0.5 J"+I[]ti Cff I a{ Ptl"♦30 ilfrar ie.£ % j! � y.✓.O .QI �.—..� i'f�' in � ir, n. � reit- i �� .' 1 letup;Carr++�ru,.m v ( f 1 j s? f✓ i T K 1) 7 3..�•7 P9 ii � � p nr:s�.r�,, pp yyJ�I � -E41 1 19 i:J and �B i F414.R rod '°' � �f.�y 1 �;►': ; ii. ;�,�, �� ,� 'r: � ;+tav�a� w>,.;.c. ar� ''a �;:,r-�� ,.i r! at! It i I r ► i 1 1 i t i [.EAE/�,`JR,�'� 21 !} too 6VAV5. io0l9;,- V. POOL, *"V 15PRW 1u.K"t►L_.L.#rl-, ! 1 up t GAT" dN :t3iCt�Vk_ ft? 1 The selokd Deaido r Dmwimp wawa a s$ s set forth 4 C]aa}k r 16-843.Fbelda Arai The na k wlod-fomes systaw h.bm h+aaontMm ndda Sedlms 6.Amerk ra No" Emomwe,"-1.0 i 1."Mbdtsm Delta Low&for DWIftV and O*Ot SdrMM'" "+ c iar I ��96 y aatiaiaaann iilr, dx#A of 11@ aadier d'hoar rrad hwrs ham selec+W aaaa thkir we h+cm'ForaNsd We eas Daittt r SP &xWAasa rks a faekl7 wf C1d 7-if(eaatt+ewt ediNsaj,"1►Riadaas�a Dear # nhad leads Asoebwd vddk a doh mra hark wind SC(^' 14 OK rW A rf,*N v C, vk�p UN W3 BEACH purA�, cauwrY �i.o� Vh = ; 9s3� Y, r w 3r,Aaddteet ;, Ah mc I " Fla W Aeotradoe Na 0004566a - — : �M~ORGE B' Surto 3, 363 M A" A w rTr 1120• CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT. rO THE CHIEF ELECTRICAL INSPECTOR: DATE: .��r� / 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 1UTHOMPSON ELECTRIC ., IN P. 0. BOX 330150 ATLANTIC BEACH, FL 32233 0150 Ev_-940% �40n/_ IW ELECTRICAL FIRM: MASTER ELECTRICIAltSIG NAME `j✓r7�U ��Q�/Y)l�+'� ADDRESS: �9 �'PQ� �.[l/P RFD BOX BLDG.SIZE BETWEEN: APT. ( ! comm. ( I PUBLIC( ) INDUS. ( 1 NEW ( ! OLD REW.( ) ADDITION ( 1 TRAILER ( ) TEMP.( ) SIGNS ( 1 SQ. FT. SERVICE: NEW( ! INCREASE ( ! EPAIR ! 4- FEE CONDUCTOR SIZE AMPS COPPER f ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE Z02 AMPS PHU W OLT RACEWAY FEEDERS NO. SIZE NO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. ]1.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. i VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V.