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Permit Folder 2127 Beach Avenue CITY OF ATLANTIC BEACH SO 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 10-00000220 Property Address . . . Date 2/26/10 2127 BEACH AVE Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------------------------- Application desc INSTALL SPRINKLER SYSTEM W/BACKFLOW ------------------------------- Owner Contractor ------------------------ ------------------------ PELHAM, VIRGIL G. GREEN EARTH IRRIGATION ATLANTIC BEACH FL 32233 6999-2 MERRILL RD. #215 JACKSONVILLE FL 32277 ------------------------------------ (904) - ------------------------ 743-2682 Permit PLUMBING PERMIT Additional desc . . SPRIKLERS W BACKFLOW Permit Fee . . . . 62 . 00 Plan Check Fee . Issue Date . 00 Expiration Date . . 8/25/10 Valuation 0 -------------------- ------------- -------------------- -ee-summary Charged Paid Credited Due ---------- ermit Fee Total 62 . 00 62 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 62 . 00 62 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ^S Llr% CITY OF ATLANTIC BEACH 10? 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 n OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-D E PT@C OAB.U S PLUMBING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: A 2.IS THIS AcSUB PERMIT: 3t DATE: LWO a ' V V " G A l/c • ❑YES PERMIT#: V(/ V PROPERTY OWNER: 4.NAME: V')n / 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6. HONE: F v PC— c. P ,1 PLUMBING CONTRACTOR: 7.NAME OF COMPANY: 8.ADDRESS.: G R G r,J 5 RTµ IRR• O3'-a- Me"//l 'W- -n 9.STAT FLORIDA LICEE NO: 10.CELL PHONE: 11.FAX NO.: /, 4 3 12.EMAIL ADDR S ' 13.OFFICE PHONE: 14. 134tI [ T" 3- 2 -;lL- Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if worts is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time af/tear work is commenced. CONTRACTORS SIGNATURE:�i{A�/ �C�y�,w'�_ 15.NATURE OF WORK: 116. 17. 18.CURRENT CODE: ❑ NEW 0'07 FLORIDA BUILDING CODE ❑ RE-PIPE PLUMBING ❑OTHER: 19.NUMBER OF FIXTURES: BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS LAUNDRY TRAY OTHER(SPECIFY): 1 ROOF DRAIN 20.PLUMB G PERMIT FEES: '. PERMIT ISSUING FEE: $55.00 TOTAL FIXTURES: x $7.00 (PER FIXTURE) + $55.00 = BLDG03 Permit Applicatiion Plumb:12/18/2008 joB ADDRESS 21 a ni�)eno 1 en u eT-YPE WORg y PROPERTY OWNERi rFr.FOrrB(�b�Z� �.�a 8 CONTRACTOR��- Er PHOAT PERAdUT NZTMBER DATE -rQ Q - aQZ a INSPECTIONS. FOOTING SLAB TIE BEAM �.TiV'TF.7. 1VAILING�ATI�IG FBAMING/COYER ITP INSULATION FINAL BUH-DING I S 7-�- CERTYFICATE OF OCCDP CY INSPECTIONS ROUGU FINAL _ "Z— MBCUA2VIC4L PERMIT# INSPECTIONS ROUGE FIM4L PLII�kIBIlYG P� INSPECTIONS ROUGE/UNDER SLAB TOPOUT WATERIMWER FINAL NOM. l ADDRESS_____ / ..1 HUILDING PERMIT NUMBER ______________ INSPECTIONS FOOTING___ SLAB �— FRAMING - 2 _ COVER UP—__��^_�_l�_ _�____ .. INSULATION__/i FINAL BUILVING_______________ CERTIFICATE OCC_________ ____ ELECTRICAL. PERMIT #i__ 5-5 INSPECTIONS ROUGH_ e�' l FINAL �—..l �Ld—Lf— MECHANICAL PERMIT _____ PLUMBING PERMIT ----------- NOTES: j 7—c6) C•C% 7F—) �1 ,f,.ff� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD Y ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034412 Date 12/21/06 Property Address . . . . . . 2127 BEACH AVE Application type description FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 60700 -------------------------------------------------------7-------------------- Application desc REPAIR TO AN EXISTING BULKHEAD ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PELHAM, VIRGIL G. FOUNDATION SYSTEMS & EQUIPMENT P.O. BOX 50545 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241-4425 ---------------------------------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/19/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- --------- Permit Fee Total 35.00 35 . 00 . 00 . 00 Plan Check Total .00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERWrJS APPROVED ONLY IN ACCORDANCE VAW ALL C1TY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ti r 11 SS OF ATLANTIC BEACH i PLAN REVIEW SHEET Routed to: Building Department Public Works&Public Utilities Departments S. Doerr 800 Seminole Road 1200 Sandpiper Lane a e Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 D. Kaluzniak (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# 66-- Property Address �7'1/a�" Applicant: �DGLA/,bf/-Tl D/1� �!/�S -Dyc - Project: �i41/� Wdd I&CW �GG�� i� T-/V&Z4 -- This permit application has been: EV Approved as noted b the " ' Department. PP Y Final application approval must come from the Building Department. Reviewed and the following items need attention: oel Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting-them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Reviewed By: Date: d Date Contractor Notifie -. NOTICE OF COMMENCEMENT State of )15-/s r'IofA Tax Folio No. G(:> County of 6,✓-^ t To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: 4S - Z S ' Z`� �.t{ Z Pf ' Go-vt 1-4 4- 1 jZt.c n 0/2 9 3o 3 — 1 ,4 GAS f3et�+a PA¢te A Address of property tieing improved: 212,"7 a 4 ,0• f 4-r a etc 4 , IVA 1014 General description of improvements: W0A5rj Bu/KtiCAMe Qr Aa r Owner: V.r,<<'j a. Pe 1 .44rn Address: Z(L-7 Owner's interest in site of the improvement: e- �..»V-4— Fee Simple Titleholder(if other than owner): q/IQ Name: Contractor: i70L,,,k 1 4,6' .J s- Address: P jq )3ts,K j;4X Telephone No.: 2 A fI_ if H Z$ Fax No: 7y"7 v SS 3 Surety(if any) Ad R Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: AJ A Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: N A Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: W 4 ` Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: Before me is �_day of in the Cou ty Duval,State Doc#2006424300,OR BK 13689 Page 550, XFlorida,has personally appeared A Number Pages: 1 Votary Public at Large,State of Florida,C of Duval , Filed&Recorded 12/08/2006 at 03:30 PM, VIy commission expires: JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY ?ersonally Known: a'" Wary r ublic State of Florida or RECORDING$10.00 ?roduced Identification: v Mullins L'jr%,, CITY OF ATLANTIC BEACH F95MV PERMIT APPLICATION . > �",/Vis lit f' Date: I Z Q L PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Job Address: 2! 6l/Z `7 ��.t G iJ. Owner's Name: ;/1/I �t 144 nom+ Address: 2! 2 7 154A a1+ A J - A f �w,t�f-r•L I�c �.��/• Phone: Zo t/S -o Z.$3 d g••Z.S- 29' . G H /�-• G�b w+• L-v 1' I ,mac.... /�•v.te�t �4 Legal Description: Block Number: Lot Number. Zonis bistrict: Fame Contractor: )9t. t (go RR•, 1-4/. /1'!v)As - C 13c /2 J 2 7°0) Address: 1i.: _IPS&I 3 ^ j A X 17G 3.12 yy Phone: 2 &11 - A,L-!2.S City:ZAK B�-_1, State: F`/• Zip:�/ 2 2 4 D Fax: Z y 7'$44 3 Valuation OfLine: �fi D_?CD. [2'Interior Lot ❑Comer Lot ❑Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required?_Q_ If yes,please submit with this application. Tree Protection: [Ef�N0. Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments• Fences shall not restrict any private easement) Address and contact information of person to receive all correspondence regarding this application(please print). Name: A/d/!w !y /tea//�.�if - C C!2 g Z--'7 8 0 Mailing Address: p d-B-pc SD.SN S J io x Sr-1.. F i. 'T.22.1 O D'c,F: 2't 1tf !►ism/�� // �J Phone: Celt 24L#- Z 9 9 t/ Fax: 2K 7 - S.SS3 E-Mail: be ff.s...%1-4 • .•/e� 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atlantic-beach.tl.us Page 1 Revised 3/04/04 I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have'been or shall be provided as required. Signature of Owner: •�' Date: AS TO OWNER Sworn to and subscribed before me this day of 0G ti...ri<r 20 Off. State of Florida,County of Duval Notary's Signa [! IFersonally kno a- _� ❑ Produced identifi ti€fPaY�L �'0M"t'�ut+tic State of Florida 'any`V Mullins Type of identifi of ceid r., Expires 04/30/2009 r Signature of Con trac Date: Z D G AS TO CONTRACTOR: Sworn to and subscribed before me this 7) day of (2g-P h --A/, ,200(0 . State of Florida,County of Duval Notary's Signature: ,p`�r MARGARET LOMBARDI r-1Personally known IUW COMMISSION# DD 463550 []-Produced identification j ' EXPIRES:March 18,2006 Type of identification produced F .- btw i (,.. ci Yl� 14 00&NOTARY FL Notary oWowt Assoc.0M 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 . Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 3/04/04 aS CITY OF ATLANTIC BEACH r PLAN REVIEW SHEET yr Routed to: ufste Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane .Car Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 D. Kaluzniak (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# 14 -- 3L111/9 PropertyAddress^ �p2�-' 7*/&' Applicant: 'lllddll[�fif7DY1 �t�IS�P�{ C' Project: AU, This pe it application has been: Approved as noted by the Department. Final application approval must come from the Building Department. El Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Reviewed By: Date: Date Contractor Notified: V''f�s Aja CITY OF ATLANTIC BEACH I�PERMIT APPLICATION . �" WO• c3N S tC`+GAo�LRG 9�+Y•.v.:.+f / > c.✓A/ IZGP.R� I �1.y�. Date: /Z>/B, G �r , 9 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Job Address: 2)�Z `7 e L AJ. Owner's Name: Address: 21 Z77 B"aA A r/. - 14 4 4-r'& 8c 4 , 1• Phone: G q S �D a.9 3 4 LIZ A04-- OLD✓'f• Z.V* J ,QC rw• /ipiCet/ /4 Legal Description: Block Number: Lot Number: Zoni�i'�District: Fw.xee Contractor: igu dA �-,o.J Jam'...S-k R#!, 14. /13, C IAC 17-s 2 7") Address: j x D.S y 3 - JAY )Te 0 Phone: 2 y I - Al ti 2 S city: :FAX ,ems 1, State: F'/ . Zip:3 Z 7-Lt U Fax: Valuation Of Tepee: #(,0 ?DO. E'Interior Lot ❑Corner Lot ❑Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? V 0 If yes,please submit with this application. Tree Protection: Ef'No. Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information of person to receive all correspondence regarding this application(please print). Name: Alg 114.. !•tf. /Tl a//� s — C fj CJ2 6 L 7 8 0 Mailing Address: Jl d-,8070 zse sg_5 J,-4x &L .. F/. 322'7 0 Off: 2bl-A-Ititf /J,;.-v Phone: Ce I/ : 2X14- 2 S3 9 V Fax: 24 7 - !9.5 S3 E-Mail: be f/ T&�.�Fli • .J 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 • http.,//www.ci.atlantic-beach.fl.us Page 1 Revised 3/04/04 I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. i `r S;mature of Owner: Date: AS TO OWNER: Sworn to and subscribed before me this day of 6,—y..d4,1 ,20_g,(, . State of Florida,County of Duval Notary's Signa , P''Trersonally knoEli � ,n�ic State of FloridaProduced ident13� iiQ,iiirssType of identicExpires 108130/2009 Signature of Contract Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of JUQc W, �y )20 0(0 . State of Florida,County of Duval Notary's Signature: ,Fr MARGARET LOMBARDI ❑ Personally known y MY COMMISSION# DD 483550 D-1roduced identification � ' ' EXPIRES:March 18,2009 Type of identification produced FL )✓"LW R, ce ill-,4, 1400-3-NOTARY FL Not"Discount Assoc.Co. 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 3/04/04 CITY OF ATLANTIC BEACH BUILDING AND PLANNING 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 J TELEPHONE: (904)247-5826 I FAX: (904)247-5845 www.coahus JiS December 13, 2006 Mr. Virgil Pelham 2127 Beach Avenue Atlantic Beach, Florida 32233 Re: Zoning and Land Use verification for residential property located at 2127 Beach Avenue within the City of Atlantic Beach Dear Mr.Pelham: This letter serves to confirm that the above referenced property is zoned Residential, Single- family (RS-2) and is located within a RL (Residential, Low Density) future land use designation as established by the adopted Comprehensive Plan for the City of Atlantic Beach. Subject to all other applicable permitting requirements, present use of this property and repair of the retaining wall are consistent with the City's Zoning and Land Development Regulations, the Comprehensive Plan, and does not contravene local setbacks and zoning codes. Please feel free to call 904-247-5826 with any further questions. Sincerely, Sonya Doerr,AICP Planning Director Dave Hufstetlerf Building Administrator FROM ATL.ANTIC_CONS_ILTANTS ,FAX, NO. 904 241 3522 Mar. 24 2001 04:32PM P2 ON Department of Environmental Protection Marjory Stoneman Dou=r 8uild'+nr Elrb bush 3900 Commonwealth ku4vard David S.strohs lGsverna- Ttfiih1534%,Florida 32399.3000 wry, March 19,2002 Atlantic Consuhirg of Jaal:scnviile C/o Bill Smith F,A.Box$0633 3aoksorvilte Beach,Florida 32240 Dtar Mr, Smith Filevumbsr DU-308 project Address, 2127 Beach Aveaue,Atlantic Avenue This will Acknowledge the receipt of yo%=request to alter the construction or activities authorized by the above permit number,as follows: Change concrete retaining will to wood retaining w11li. Tho staff has dstacmined that the proposed alteration does not rhe potential for adverse impact on the beacWdune systeaa of adja,^ m prope-TY, ar reduce the stru=Tul soundness, and that the preposod alteration is miner, No formal modif'icat'ion of the permit is required. You may proceed with construction as authorized. All terms and conditions of the permit, including the periodic reporting rcqu:zemesits,rcrosix in�`ect. Upon completion of project, the alterations are to be noted, along %Kith the authorization, contained in *his Ichor, in the final cettilcation report. If you han'e any questions or Wrueras, or need WitiorW information, please coatact me at the Eettert ed add2ess(add kle Station 300)or by Telephone at 850/487-"75 ext 115. Thank you, Dara A. Latin,E00eec Ceice of Bwhtt and Coastal Systems DAL ac; Virgil G. Pelham 2127 Beach AYECue Atlantic g�sh,'Ftarida 32:33 _. • "Mo;a F�ofadien,tsss Proctsc" ►rtrccd v�ntlded 40fCr• ?o 61 4eW Department of `Ir Environmental Pro � tection Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard David B.Struhs Governor Tallahassee, Florida 32399-3000 Secretary October 29, 2002 Virgil G. Pelham 2127 Beach Avenue Atlantic Beach, Florida 32233 Dear Mr. Pelham: FINAL CERTIFICATION REQUEST PERMIT FILE NUMBER: DU-308 PERMITTEE NAME: Virgil G. Pelham Department staff has reported work authorized under the above referenced permit appears to have been completed. However, we have not yet received final certification of the work. Standard Permit Condition 1(s) requires that the permittee provide final certification of actual work performed not later than thirty days following completion of the construction authorized or required by the permit. A final certification form is enclosed. Your cooperation in providing the required certification will be appreciated. Please contact me at 850/487-4475 Ext. 148 if you,have any ,questions. Since ely, J es D. "Kris" Christie, Engineer Bureau of Beaches and Wetland Resources jdc/ Enclosure cc: Bobbie Nelson, Field Engineer "More Protection, Less Process" Printed on recycled paper. FINAL CERTIFICATION MAIL TO: Office of Beaches and Coastal Systems Florida Department of Environmental Protection Mail Station 300 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 This is to certify .that work under permit number DU-308 for construction or other activities seaward of the coastal construction control line pursuant to Section 161.053, Florida Statutes, which was granted by the Florida Department of Environmental Protection, to Virgil G. Pelham, was inspected by the undersigned and was found to be acceptable and satisfactory in accordance with the Approved plans and project description, and with all conditions of the permit. All permitted construction or activities have been completed, and no unpermitted construction or activities have occurred. Location and elevations specified by the permit and approved plans have been verified and found to be correct, and topography and vegetation have been either preserved or restored as required by the permit. (Seal) ��a-�_ -4- [-)-/u(0-z-- Signature V - Date Registered Engineer or Architect State of Florida Registration Number (, wdoo--tv FOR WORK INCLUDING: Construction of a cantilevered concrete retaining wall, a 4-inch thick concrete sidewalk to and landward of the proposed retaining wall, a 4-foot wide, open, wooden, elevated, post-supported beach/dune walkway, remove and replace frangible concrete pool deck in same location, remove existing seaward wood stairs, excavation.and placement of fill. 0 NOTE: Any deviations from the permit, and any portions, of the permitted work not actually performed, shall be noted and described in detail as an exception to this certification. DEP Form 73-115B (Rev. 1-85) CITY OF ATLANTIC BEACH 'r� .t1r`J ra 800 SEMINOLE ROAD c) •;1 ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 r; !� FAX: (904)247-5805 -' � SUNCOM: 852-5800 http://ci.atiantio-beach.fl.us December 7, 2001 TO WHOM IT MAY CONCERN Re: Zoning and Land Use verification for 2127 Beach Avenue within the City of Atlantic Beach Dear Sir: This letter serves to confirm that the above referenced property is zoned Residential, Single- family (RS-2) and is located within a RL (Residential, Law Density) future land use designation as established by the Comprehensive Plan for the City of Atlantic Beach. Subject to all other applicable permitting requirements, the proposed walkover construction is consistent with the established Zoning District and the Comprehensive Plan designations. Please feel free to call 247-5817 with any further questions. Sincerely, Sonya B. D err, AICP Community Development Director J. c 'k Do ord, CBO Building Official STRUCTURAL ENGINEERING CONSULTANTS 8201 LAKEMONT DRIVE JACKSONVILLE, FL 32216 December 1, 2006 To: Structures International, LLC 7563 Philips Highway Jacksonville, Florida 32256 ATTN: Mr. Daniel J. Charletta, P.E. Subject: Wood Bulkhead Repair-Tiebacks 2127 Beach Avenue FILE C Atlantic Beach, Florida Mr. Charletta, I have reviewed the recommendations from Hoyt Engineering Associates, P.C. I concur with their recommendation to use a 10"/ 12" helix configuration on a 1-1/2" RCS shaft, installed to a minimum tip embedment of 48 feet, a 20 to 25 degree declin- ation, and a minimum effective torsional resistance of 1600 lb/ft(see attached drawing HEA-0002). The expected tip embedment is 48 feet. Each tieback must be terminated with a3/4"threadbar adapter and 3/a" allthread tie rod, wedge washer(1/2"thick minimum) and nut per SI drawing S-2. All hardware is to be hot-dipped galvanized. The recommended 20-25 degree declination is needed to insure the tiebacks will pass beneath the swimming pool, yet minimize the vertical load imposed on the retaining wall. This declination will impose a vertical load of 2.7 to 3.4 Kips per anchor at the design working load of 8.0 Kips axial tension. Should you have any questions or comments, please contact me through Mr. Harry Mullins at Foundation Systems, Inc. (cell 294-2884.) Respectfully Submitted, - - STRUC T UREZl NTErWN.-;IIONIAL LLC brae_ DATE REGE6`J ._D rt0. COPIES � d -_ DATE RETE.RNFU /'L cf v ta Wo.t",OPIES / Alnis J. Ban , P. E. �`-':`"�""�' APPROVED DI;�I'i�St'fiUN � Florida Regi ered No.42414 APPROVE pir NUTEr_� � PEASE& tRFSUEb?.41T Attach en -- APPROVAL DO N R IEV=FABRICATOR OF RESPONSIBI TY R URACY OF DIMENSIO%AA. .P FO NCE DES.G"1 ,OR DESIGN DE IL gy Date 3"b�fmaX, i ar 3 a .x ��al TfA�mbedmQnt' `F' �Fy mitt vA O p,N Gt- 7- n mvp aux ° �m t7 Al G -v A F N mor to aci4?,.� �C7 pG m c� --� �'°o�t" �'r ��30 .� ��m� _."•--,� V✓�N�,�'�'` 4`a�+�Q �'.'' "S%`,•,<, �?a� 2's+ Zrnp�� rn G1 4�� rym O p O� Nom ` Sip W 4 'Us\ '�' ozIP mrn° � o ct o� vamN v o �Z mmZ �ZTIO 0 Z mZ7k s N`rn cgrnR rn40 0 � Ao v C G 2 o�A m rn mNr - Z� A rnt^ s .��m�+ cwt+ A y q3'.a Z A7a%P - ZM � A 0 r $is0rm �' �Gayrn c IIA n ' � CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000126 Date 1/26/09 Property Address . . . . . . 2127 BEACH AVE Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc replacing 19 fixures ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PELHAM, VIRGIL G. AMERICAN PLUMBING CONTRACTORS 5720 ARLINGTON ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 745-1693 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc REPLACE 19 FIXTURES Permit Fee . . . . 168 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/25/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 168 . 00 168 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 168 . 00 168 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. AN •s,�r ��`�a � r � r� CITY OF ATLANTIC BEACH P � x+ 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 i OFFICE:(904)247-5826•FAX NO.:(904)247-5845 u^ BUILDING-DEPT@COAB.US PLUMBING PERMIT APPLICATION DUVAL COUNTY Z!14 . 1S iii`S1Jj1,, -RNIgaettIT 0 NO A�antic Beach FL 32233 EYES PERMIT#: 69 - 13) F _, ,91y Y OWNEW .. .. _ 4. ME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: R", si PLUNI01NG CONTftACTtiiia'°�' isyE;•' a;, ��;,' = 6 7.NAME OF COMPANY: 8.ADDR SS.: U LVChi, 0 ,i 6 1 9.STATE OF FLORIDA LICENSE NO: /! + 10.CELL PHO � y / — 11.FAX NO.: n 12.EMAIL ADDRESS: l 13.OFFIC HONE: `C J�l~ �� 14. `// UT 16C Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: �."i.il io s i „niiT mu h of a"'�, , .cOF ;" � .. ,. 4 ,,,,aa°1d-.6, ❑ NEW ❑ RE-PIPE BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER / SHOWERS PANS DISPOSAL ( SINK i DRINKING FOUNTAIN S WATER CLOSET TANK FLOOR DRAIN / WATER CLOSET VALVE HOSE BIB l WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS j LAUNDRY TRAY OTHER(SPECIFY): SEE BACKFLOW AND IRRIGATION PROCEDURE SHEET ROOF DRAIN T I'I' wli I'li JN Ye a rr IEC;PLI3MBIMCs PERM17� m r,;( ? ,,; �� ` v ., .. 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PROTECTION Charlie Crist Florida Department of Governor Environmental Protection Jeff Kottkamp Lt. Governor FL�R A Marjory Stoneman Douglas Building 3900 Commonwealth Boulevard Michael W. Sole Tallahassee,Florida 32399-3000 Secretary February 2, 2007 Virgil G. Pelham c/o Harry Mullins Foundation Systems, Inc. Post Office Box 50545 Jacksonville Beach, Florida 32240 Dear Mr. Mullins: Notice to Proceed Permit Number: DU-387 Permittee Name: Virgil G. Pelham 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 complies with any preconstruction requirements described in Special Permit Conditions. Please read the permit and permit conditions including both the General Permit Conditions and any Special Permit Conditions closely before starting construction. General Permit Conditions 1(q) and 1(s) pertain to written reports which must be submitted to the Department of Environmental Protection 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 Bureau 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 February 2, 2010. Upon receipt of a timely written request signed by the permittee or authorized agent, the Department will consider extending the permit for up to but no more than three years. 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" www,dep.slatefl.us Harry Mullins, February 2, 2007 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, explains what must be included in a petition for a formal administrative proceeding. (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) 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; (c) A statement of when and how the petitioner received notice of the Department's action; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of ultimate facts alleged, including the specific facts the petitioner contends warrant reversal or modification of the Department's proposed action; (f) A statement of the specific rules or statute the petitioner contends require reversal or modification of the Department's proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) 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 Harry Mullins, February 2, 2007 Page 3 Environmental Protection, Office of General Counsel, Department Clerk, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399, and with the appropriate district court of 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 Harry Mullins, February 2, 2007 Page 4 Department have a right to petition for a hearing only in accordance with the requirements for 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 (14) fourteen 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. If you have any questions pertaining to this permit please contact me by mail at the letterhead address (add Mail Station 300), or by telephone at 850/488-7708. Sin ely, ,r rry . Po er, P.E. Bure Beaches and Coastal Systems PLP/sc Enclosures cc: Permit Information Center Joel Gaillard, Field Engineer City of Atlantic Beach Building Official Virgil G. Pelham, Property Owner %IE(iION STATE OF FLORIDA DEPARTMENT on of Water Resource AL ON Management o Bureau of Beaches and Coastal Systems 3900 Commonwealth Blvd. - Mail Station 300 FLOR A Tallahassee, Florida 32399-3000 (850) 488-7708 PERMIT NUMBER: DU-387 PERMITTEE Virgil G. Pelham c/o Harry Mullins Foundation Systems,Inc. Post Office Box 50545 Jacksonville Beach,Florida 32240 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 that are indicated in the project description, was filed by the applicant/permittee named herein on December 18, 2006, and was determined to be complete pursuant to rule on December 18, 2006. 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 of this permit 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 Section 62B-33.005, Florida Administrative Code; and that it is an activity or type of construction which the designee of the Chief of the Bureau of Beaches and Coastal Systems has authority to approve or deny pursuant to Delegation of Authority, DEP Directive 137, effective May 14, 2001. 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 General Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below, pursuant to Section 161.053(5), Florida Statutes. EXPIRATION DATE: February 2, 2010 LOCATION: Between approximately 180 feet and 260 feet north of the Department of Environmental Protection's reference monument R-42, in Duval County. Project address: 2127 Beach Avenue, Atlantic Beach. PERMITTEE NAME: Virgil G. Pelham PERMIT NUMBER: DU-387 PAGE 2 PROJECT DESCRIPTION: Repair of existing upland wood retaining wall located on the landward side of an existing reinforced bulkhead by installing new helical anchored tie-backs, new waler for support of the tie-backs and new continuous graded gravel or rock trench encased in filter fabric along the entire length. SPECIAL PERMIT CONDITIONS: 1. No operation, transportation, or storage of equipment or materials is authorized in marine turtle nesting habitat, seaward of the dune crest or rigid coastal structure, during the marine turtle nesting season, May 1 through October 31. 2. No additional permanent exterior lighting is authorized. Approved plans are incorporated into this permit by reference. Done and ordered this day ofJ(_�l 2007, in Tallahassee, Florida. Attachment: General Permit Conditions FILING AND ACKNOWLEDGEMENT State`)of Florida FILED, on this date, pursuant to S 120.52 Department of Env' onmen otection Florida Statutes, with the designated Department Clerk, receipt of which , is,,hereby acknowled ed. r ` �k ''r Tny D. eal, P.E., Program Administrator Deputy Clerk t ' Date Bureau f eaches and Coastal Systems CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL- 247-5826-FAX: 247-5877 PERMIT INFORMATION_ LOCATION INFORMATION i Permit Number: 23705 Address: 2127 BEACH AVENUE Permit Type: RURZMG DUNE CROSSOVER ATLANTIC BEACH, FL 32233 1 Class of Work: NEW Township: Range: Book: Proposed Use: 501s SEAN= DUNE CROSSOVER Lot(s): Block: Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: 45,000.00 OWMER INFORMATION , Date Issued: 3/22/2002 Name: VIRGIL PELHAM Total Fees: 353.00 Address: 2127 BEACH AVENUE Amount Paid: 353.00 ATLANTIC BEACH, FL 32233 _ Date Paid: 3/22/2002 Phone: (904)728-0328 r Work Desc: CONSTRUCT DUNE CROS CONTRA__ L3+tA 'NC31i FEES TLY AANTIC CONSULTANTS R 353.00 f*b + 4vY '• �„F��yw R j i�� A '�- � '�1 -S - ++'�+1"; P1SF '�' ly,.�• i � J ,k� Y � � iwT='i7+ . ,1 '� '�'....•.x- ..:y;.{a'> _.x- is t NOTICE- CTION to ."BUILDING MATERIAL � OEI ll�t ' BLIC SPACE,AND MUST BE CLEARED U JAY-BY EITHE13 O( �ACTOR C7R'O - "FAILURE TO COMP L ` ' LIE3 T IN THE PROPERTY OWNER PA ' ISSUED ACCORDING TO APPROVE 1! T AND SUBJECT TOREVOCATION FOR VIOLATION OF APPLICABLE PROW Oper: DSMITH . Type: OC Drawer: i Date: 4/02/82 81 Receipt no: 46583 14 PERMITS-BUILDING 1 $353.00 `= ---- —-- Trans number: 880979 ATLA C BEACH B ILDING CK CHECKS 1142 $353.00 Trans date: 4/02/02 Time: 13:21:39 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address I r tUA^r /2 SSO U Date Heated Square Footage @ $ per sq ft = $ Garage/Shed r � @ $ per sq ft = $ V` Carport/Porch @ $ per sq ft = $ Deck @ q $ er s ft = $ p Patio ` V �?� @ $ per sq ft = $ TOTAL VALUATION: $ T�C� $ To a Valuation 1st $ ® v $ 2: 2C7 Remai ng Value $:- L't)per thousand o� portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ T r _ ( ) Fireplaces @ $15 . 00 $ c'7 BUILDING PERMIT FEE $ 36-'3 WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION S ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ 25-S ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF 716 OCEAN BOULEVARD -- --- -- - P.O.BOX 26 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 March 13, 1987 Mr. Ronald E. Hayward 2127 Beach Avenue Atlantic Beach, Florida 32233 Dear Mr. Hayward, You have asked me to review the attached site plan and determine whether or not you could construct a three unit structure in the rear of your property in addition to the single family home now existing thereon. Current zoning of your property would permit four living units as you have proposed. The side setbacks, however, would need to be modified. Multi-family construction requires 15' side yards rather than 10' as indicated on the site plan. Maximum height of the structure is 35' . It is my opinion that the City of Atlantic Beach would furnish you a building permit provided the side yards are modified to 15' . Since ely, Rene' Angr Community evelopment Director cc: City Manager Building Inspector 1✓ F THE CURRENT PUBLIC RECORDS OF DUVRL COUNTY, VSHIP 2 50UM, RANGE 29 EAST, DUVRL COUNTY, i I a� ft"7J,.vG V REs/or".tr a•r�r acncn O• ',y. i•v0 i'wwm6 � Ai Q s� ii r7 I. i r! FRRNK JONES & R550CI LAW SUtVEYORS RV UM PU' P05T OFFICE BOX 5805 JRCK50NVILLE, FLORIDA 3. r • DATE! DEG /7Br SCR' Fer,Jrn �/e v, i�-, /�•6 r'w,r te'tr W.O. NO. BJIoB DRUG. MAP TQ 5Ht V p PORTION OF LRND5 DESCRIBE6 IN OFFICIAL RECORDS VOLUME 4928 PAGE 75, FLORIDA AND BEING PART OF GOVERNMENT LOT 1, FRACTIONAL SECTION 9) ' ' FLORIOR. FORT R.E. HAYWARD Q OCE,,P V/G G A G E dNE "4 �O 1 P,es/.JEG 3-J reAY V � RasinC.r<ar . V S � RMJ/orNCa• n ' 2 Z G � • a iSS.36` f4•/ 1 QO e c O O.R.K 3399 P6. S¢/ C y V h Q QI 04 CL Q � LO. 130A `V rJbATH A7CAN ryG BGALH•UFl/Y 3'!1•C Q•7 LOAi0447/ON t^ v t P 9 17 Pl,.93 lQn•nCO' V ` NOTES: 1. THIS IS NOT A BOUNDARY SURVEY. 2. BOUNDARY INFORMATION SHOWN HEREON WAS TAKEN FROM SURVEY BY R.L. CROASDELL b CO. DRIED APRIL 6, 1977. 3. SEE FRANK JONES AND ASSOCIATES DRAWING NO. 211-C FOR TOPOGRAPHIC SURVEY SHOWING ELEVATIONS AND LOCATION OF IMPROVEMENTS NOT SHOWN HEREON, �i N UTILITY SERVICE AGREEMENT (Water and Sewer) 11th August ' THIS AGREEMENT entered into this day of , 1.98 7 , between the City of Atlantic Beach , a Municipal corporation, hereinafter called "City", and Ronald Hayward , an individual cRjpRjExaAjRpx its successors and assigns, hereinafter called "Developer". W I T N E S S E T 11 : WHEREAS, Developer owns land in Duval County, Florida, more particularly described as refer to acreage, plat engineering 2127 BEACH AVENUE drawings, or legal description as Exhibit A and WHEREAS, Developer plans to develop said land by constructing ' buildings,' residences and/or other improvements thereon consisting of . . existing single family residence and WHEREAS, City is the owner of water and sewage treatment plants and water distribution and sewage collection systems in the vicinity of the property described above; and WHEREAS, Developer desires that City provide water and sewage collection service to said property and City desires to furnish same; and to them and to their occupants water and sewer service subject to all terms and conditions of this Agreement; and WHEREAS, in order to provide water and sewer services to Developer it has been or will be necessary for City -to enlarge and expand its offsite water and sewer plants and facilities and pit is the desire and intent of Developer to contribute financially to the costs of building such additional offsite water and sewer plants and facilities and to reserve capacity in City's water and sewage treatment plants so that City can provide service to the Development without imposing a burden on its existing customers; NOW, THEREFORE, in consideration of the premises and other good and . valuable considerations and in consideration of the mutual covenants and conditions hereinafter contained, subject to any necessary approval by other governmental agencies having jurisdiction, it is .agreed by the parties hereto as follows: 1. Developer agrees that City shall have the exclusive right to furnish water and sewer service to the real property described above and hereby grants to City . this exclusive right..to provide water and sewer service for all uses within all structures now or hereafter constructed on the real property described above. 2. City agrees that after Developer has connected to the systems of City, City will provide at its own cost and expense, water and sewer service to Developer's property in a manner conforming to the reasonable requirements of public or governmental agencies or parties having jurisdiction over City's water and sewer operations; provided, however, that such service shall be in accordance with other provisions of this Agreement, including City's rules and regulations and rate schedules. 3. In the event that Developer or assigns fails to complete construction of all improvements required to be built by Developer and Agreement under this provision, City reserves the right to negotiate with Developer a new agreement for any additional sums to be paid by Developer to City as plant capacity and service availability charges, fees or other charges based upon increases in the cost of living and/or such other factors as relate to the cost of supplying water and sewer service. 4. All taxes or charges imposed upon the property described above by any governmental entity or agency shall be paid by Developer except such part thereof that has been deeded to the City in accordance with the terms of this agreement. S. The rates charged by City for water and sewer service shall be in accordance with its rate schedule which shall be subject to change , from time to time. City shall have the right to determine reasonable meter size and location. G. Developer will grant to the City, at Developer's expense, adequate easements for water and sewer lines, for access to lift stations and water stations and related appurtenances. Said easements shall be transferable. Developer will also furnish title evidence satisfactory to the City that said easements are superior to mortgages or other interest in the land, and Developer shall cause any such mortgages to be released or subordinated to said easements. Easements will also be furnished to provide for onsite water distribution lines, including meters and sewage collection lines. Sites for lift stations and water stations and related appurtenances shall be conveyed by warranty deed in fee simple by Developer • to City. Developer will furnish City a warranty deed, title evidence satisfactory to City and any releases from lien holders for any sewage pumping station and water to said state road right-of-way. Developer shall further grant to the City, its successors and assigns, the exclusive, perpetual right, privilege and easement to construct, reconstruct, operate, maintain, repair, replace, improve, alter, remove, relocate and inspect water transmissions and distribution mains, sewer collection mains, sewer lift stations, pipe lines, lateral lines, valves, connections and appurtenant equipment over, across and under the Developer's property, including the right to ingress and,egress to eacli of the building sites on Developer's property which are served' by City. All such easements shall have a .width which is acceptable to the City. 7. City does not guarantee an uninterrupted supply of water, or water at any particular pressure, and reserves the right to shut off the water in its main at any time for the purpose of making repairs or extensions of for providing temporary or emergency water supply. City will not be responsible for any damage caused by low pressure or interruption of service. Neither Developer nor any of its successors or purchasers shall discharge into the sanitary sewer system water from "non-domestic" drains including without limitation swimming pools, air . conditioning condensation lines, cooling lines or other discharge from any type of equipment. City shall not be obligated to furnish any water or sewer service to any building which is built on Developer's property to which the City does not have access. The Developer hereby agrees and warrants that the City will not be held responsible for flooding problems which may result from the failure of sewer line back flow preventor valves on Developer's property. The Developer hereby agrees to hold harmless and indemnify City for all costs and damages resulting from flooding due to •back flow preventor valve failure. 8. The construction and design of all facilities to be Developer or its contractor. Developer will pay the cost of all such construction. The Developer's engineer shall incorporate into the Developer's engineering design, plans and specifications the applicable standards and specifications of the City. 9. A. If the Developer modifies his development plans for Developer's property which would require greater water usage, greater fire flows, additional water facilities, greater sewage flows, or additional sewage facilities than the water and sewer demands previously approved by the City, then the Developer must obtain approval by the City for the construction of such additional water or sewer facilities which shall meet all City and governmental design requirements. The Developer shall pay all additional contributions and fees as may be authorized by the City's• service availability policy which is in effect on the date said new agreement is executed. B. In addition to paragraph 9A above, any other change order between Developer and its utility contractor issued after City approval of original plans must be approved by the City before the change order is put into effect. C. City shall have the right to review the systems design drawing and specifications to ensure that they meet the requirements of the City. The systems design drawing and specifications are to be in accordance with the City of Atlantic Beach requirements unless otherwise •specified by City or its engineer. D. The City also reserves the right to approve the utility contractors to which construction bids are sent by Developer as well as the contractor to which the award is made. E. A representative of City or its engineers will be the insvector of the vroiect along with the Developer's envineer_ hit N tv absolute and exclusive owner of the facilities of said water and sewer systems whether located on, under, above or outside of the property described and regardless of who may have installed or constructed same to the extent described below: A. All water mains, pipes, valves and fittings and appurtenances up to and including all meters shall be dedicated to and will be owned, operated and maintained by City.. All water pipes on the customer's side of the meter shall be owned, operated and maintained by the customer or its assigns. B. All sewer mains, manholes, pumping stations, force mains and appurtenances, including service pipes in public right of ways and dedicated easements, shall be owned, operated and maintained by the City. L•xcept as provided in paragraph 9C, all sewer lines on the customer's side of the property line shall be owned, operated and maintained by the customer or its assigns. C. With reference to any blanket easements for multi-family projects such as apartments, mobile home developments, condominiums and PUD's or for commercial developments, all water mains to and including the water meter, all sewer mains, force mains and manholes in such blanket easements over private property allowing utility operations shall be dedicated to and shall be owned, operated and maintained by the City except that the full length of sewer services from the sewer main or manhole shall be owned and maintained by the customer. All such City lines shall terminate with a manhole. U. By these presents, Developer hereby transfers to the City, the title to the water distribution and sewer collection systems to be installed pursuant to this Agreement, such , conveyance to take effect without further action upon the completion and acceptance by City 11. Developer shall pay the City upon. execution of this Agreement the sum of . 10¢ per water connection per equivalent residential connection (ERC) as an advanced deposit to cover engineering, plan review, inspection, test, legal and administrative expenses of City in connection with this Agreement. Developer shall also pay to City upon execution of this Agreement the sum of 10� per sewer connection per ERC as an advanced deposit to cover engineering, plan review, inspection, tests, legal and administrative expenses of City in connection with this Agreement. The charges for engineering and legal expenses and for engineer's inspection and plan review fee. for non-residential units shall be based upon estimated cost to City: Actual cost will be determined and a refund or additional charge will be made for the difference between the advanced deposit as calculated above and actual costs. City agrees to . provide water and sewer service to the Developer's property in consideration for plant capacity charges, fees and other charges to be paid by Developer as follows: A. A water plant capacity charge at the rate of $10.00 per fixture unit. Such charges shall be due and payable as provided in paragraph 12. B. A sewer plant capacity charge at the rate of onethousand thirtr five dollars ($ 1,035.00 ) per single family unit. Such charges shall be due and payable as provided in paragraph 12. C. A sewer plant capacity charge for any commercial customers on the land as described above at. the rate of 1 D. A meter installation fee to. cover meter cost and meter iii tallation (but not including curb stop or meter box) according to the City's service availability policy at the time of installation which currently is $85.00 per 3/411 x 5/8" meter C. If available, construction .water will' be charged to building based on metered usage in accordance with current rates. F. Hydraulic share of main extensions - payment or refund. 1. Developer recognizes that water or sewer utility service to the Developer's property.. is prgvided by the use of a main extension and other improvements constructed by a prior developer and that Developer is obligated to refund a said prior developer;Developer's share of the cost of said main extension or other improvements. Accordingly, Developer shall pay its pro rata share of the cost of said' maid extension or other improvements to City. Said pro. rata share shall be based oil 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 $ ' payable upon execution' of this Agreement. 2. With respect to utility facilities installed by Developer to which future developers connect directly, and ,in consideration for monies expended by Developer toward said facilities, City shall refund to Developer, or Developer's successors or assigns, solely from monies collected from said future developers, said 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 Developer related thereto shall expire at a cost of $ 12. All charges to Developer shall be paid by Developer to the City in accordance with the following formula and procedures: A. The advance deposit for engineering, administrative and legal fees and the inspection and plan review fee upon the execution of this Agreement, a total of ; and B. Water plant capacity charge upon the execution of this Agreement, a total of ; and C. Sewer plant capacity charge upon the execution of this Agreement, a total of .. . . . . . . . ; and D. Meter installation fee according to the City's service availability policy at time of installation which currently is upon application for hook-up of individual lots, apartments, multi-family lots or units; and E. Construction water based on meter readings in accordance with City's rate schedule; and F. Hydraulic share payment, in accordance with paragraph 11F-1 of this Agreement upon execution of this Agreement, in a total ; amount of $ . . . . and G. Service availability charges and other additional aids in construction in accordance with paragraph 11G of this Agreement in a total amount of $ . . . . . . . . ' . . . 13. City agrees to connect individual buildings and structures on the developed property upon application by the builders, plumbers or individual owners subject to the operating rules and regulations of the City and payment of all fees and charges in effect on date of application and compliance by Developer with all provisions of this Agreement. 14. The charges, costs and fees for any separate emergency fire protection water systems. for subject project will be subject to negotiations between City and Developer. if buildings of more than two stories are a part of the project, Developer shall furnish at its expense water pumps and other appurtenances as necessary for pumping water above. 15. All plant capacity and service availability charges, fees and other charges as outlined above are based on normal domestic sewage defined herein as containing not more than three hundred (300) parts per million biochemical oxygen demand or three hundred (300) parts per million suspended solids. Whenever water which contains more than these amounts is to be admitted to the sewers, both the City and the pollution control agencies must specifically agree to the connection. An additional charge will be calculated in direct proportion to strength at seventy-five cents ($0.75) for each part per million of either biochemical oxygen demand or suspended solids over three hundred (300) parts per million. All such connections shall provide for a suitable point for the waste to be sampled by the City or the regulatory agencies. An additional charge equal to the pro rata share of any additional sewage treatment plant costs above ninety percent (90a) treatment, and of the cost of any additional required outfall pipes to . . . . may he rnnuirPci by r-, r., subordinated to the terms of the Agreement and easements required herein prior to any acceptance of the facilities by the City. 17. Upon application by owners, builders or their authorized representatives, the City agrees to connect the fequested dwellings or structures on the said property at no additional connection fee (i.e. , in addition to those provided for above in this Agreement) , but subject to the continuing operating rules and regulations of the City including, without limitation, the periodic payment of the water usage and sewer usage charges in effect on the date of sucli' application or thereafter reflected in the City's rate schedule. 18. This Agreement shall be binding upon and shall inure to the benefit of the Developer, City and their successors and assigns. However, in the event the Developer has not paid and delivered to the City the plant capacity and service availability charges, fees and other charges provided to be paid to the City by Developer under the terms of ,this Agreement, and all easement and conveyances required by this Agreement, then this Agreement shall. not inure to the benefit of the successors or assigns of the Developer. 19. It shall be the responsibility of Developer to locate for builders any water and sewer taps or lines necessary in conjunction with residential or commercial construction. 20. Unless the damage to any onsite improvements are the result of the negligence or willful act of the City, its officers, or employees or authorized agents, the owner or Developer ,of such property upon which the damage occurs shall be responsible for the payment to the City of such damage to City's property including all necessary and reasonable repairs which must be made by the City or independent contractors prior hereto, for tlae payment of such necessary and reasonable costs and expenses for effecting such repairs and restoration to such onsite facilities located upon the owner's or Developer's property. Notice of such lien or claim on lien describing the real property and the amount owed may be filed within ninety (90) days of the date from the last date upon which any such repairs or restoration were made by the City or its authorized representatives. Thereafter, the City shall be entitled to bring an action for the foreclosed under the laws of Florida. 21. prior to final acceptance of the utility and other public facilities improvements by the City the following requirements must be met at Developer's expense: A. If the property is platted, one copy of the recorded plat shall be furnished to the City. ' B. "As built" drawings of utility improvement shall be furnished one week prior to final inspection. "As built" drawings shall be certified by a registered engineer with the cost being borne by the Developer. Two mylar and three printed copies of said drawing shall be furnished to City. C. All lot corners shall be properly marked so that utility company or its engineer can, upon receipt of "as built' drawings, verify the marked water and/or sewer services as to location and depth. In addition, for purposes of locating and protecting installed service lines and valves Developer or his contractor shall mark each service line and all valves with an eight (8) foot pressure treated wooden post in the manner as shown on the design drawings and specifications. Developer's contractor is required to install curb stop, meter box and valve box on each water service and valve as shown on design drawings, Irrevocable letter of credit, the terms of which will indemnify and save harmless the City from any loss, damages, costs, claims, suits, debts or demands by reason of defects in the workmanship or materials used i►t the facilities discovered within a period of one year from and after the date of acceptance by the City of the facilities. . F. A Bill of Sale for facilities from the Developer to City. , G. Conveyance of easements as required under this Agreement. 11. A deed for .any and all land on which lift stations or water stations or other improvements if required by City. 1. The title evidence, mortgage releases and mortgage subordinatlons as required in this Agreement. . J. for onsite and offsite construction provide City an ' accounting of the actual costs (schedule of values) and releases of liens from utility contractors in such detail as the City requires. K. City shall have the right to refuse to accept title to Developer's construction until Developer's construction has passed certain tests, including, without limitation, closed circuit television inspection of the gravity sewer lines, witnessed by a City representative, to determine whether the Developer's construction is constructed in accordance with the approved engineering plans and Specifications. Said tests may be performed at •least three (3) times: tl►e first test upon completion of the system; the second test upon completion of all building, roads, paving, drainage, and all construction within the right-of-way easement area of adjacent areas. A third test shall be required if the City deems it necessary within a one (1) year period after acceptance. L. Letters of acceptance from the appropriate regulatory alzencv for the water andlor npwpr cvcf•pn„ n, - , .....s- _� , �• 22. All notices that may or must be given under this Agreement shall be in writing and shall be valid if mailed by United States registered or certified mail, postage and charges prepaid from addressed as follows: To Developer•: To City of Atlantic Beach City Manager 716 Ocean Boulevard Post Office Box•25 Atlantic Beach, Florida 32233 IN WITNESS WHEREOF, the parties hereto have executed this Utility Agreement the day and year first written above. Signed, sealed and delivered in the presence of: i)eLveloper Witness City of Atlantic Beach Witness r A�1 /�' 1 26903oacu raa,Qowmhtsmrscru.0{«c ne,rsau CITY OF ATLANTIC BEACH ATLANTIC IsEACH,FLORIDA 32233 TELEPHONE:2#9.2358 + •r I CITY OF UTILrrY BILL / ATLANTIC BEACH No. 5275 DKTE MLrJ,ERB WATER SEWER GARBAGE OTHER TD EL ' FLORIDA 87 THIS REC !PTS ES AS WORK August 11L is �1 1/� �( DRDER. T E REC IPT TO PUBLIC ] i NAME �s�IAr.T) HAYWARD WORKS D PT. TO CHEDU WORK 22Q8 SA PIPER NE ADDRESS X127 REACH AVENUE RETAIN THIS STUB CITY ATTA»T� Rt Af H, FT(1RTt}A 3�1�� SERVICE DISCONTINUED PAYABLE IN ADVANCE IF NOT PAID WITHIN 4 i w i NO REFUNDS 30 DAYS OF DAIS SHOWN i "`' 310.00 r WATER IMPACT FEE #40-343-3700 =, 413 t SEWER IMPACT FEE #41-343-S200 $1,035.00 I water and sewer tap and hydraulic share paid 1,345.00 to J,Davie per contract agreement. RONALD E.HAYWARD ot-Ss DOROTHY S.HAYWARD 155 ;027 BEACH AVE, ATLANTIC BEACH,FL 32293 F MONEY MARKET ACCOUNT .f o J«iclacn+nUe 8e.dq Fbft 32240 :0630000214'553000 2a?,,. 0155 when Signed, Dated and Numbered, This Becomes an Officio( Receipt MAKE CHECKS PAYABLE TO ReceiYBd Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURI ZONING AND SUBDIVISION REGULATIONS 24-107 b. RG-3: 1. One-family, 100 feet; x r 2. Two-family,100 feet; k ' ` 3. Multifamily, 100 feet.. (e) Minimum yard requirements. The minimum requirements for yards in these districts are as follows: (1) Front yard: a., RG-2: " 1. One-family,20 feet; 2. Two-family,20 feet;, t a.. Multifamily„20'feet:. b. RG-3:: I. One-family,20 feet; 2. Two-family,20 feet; 3. Multifamily, 20 feet. s (2) Rear yard: a. RG-2: 1. One-family, 20 feet; 2. Two-family, 20 feet; 3. Multifamily, 20 feet. b. RG-3: 1. One-family,20 feet; 2. Two-family, 20 feet; 3. Multifamily,20 feet. (3) Side yard: a. RG-2: , 1. One-family, 15 feet total, 5 feet minimum; 2. Two-family, 7.5 feet; 1" 3. Multifamily, 15 feet. b. RG-3: F 1. One-family, 15 feet total,5 feet minimum; �r 2. Two-family, 7.5 feet; 3. Multifamily, 15 feet. (f) Building restrictions. The buildings: (1) Maximum lot coverage: a. RG-2: 1. One-family,35 percent; 2. Two-family, 35 percent; s 3. Multifamily,35 percent. 1439 CITY OF retic �'��i - �wuda 716 OCEAN BOULEVARD P.O.BOX 25 ~- ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 April 27, 1987 Memorandum To: File - 2127 Beach Avenue; Ronald R. Haywazt-. From: Rene' Angers, Community Development Direct x� Subject: Attached Mr. Hayward has asked whether he could convert his existing single family dwelling into a duplex, in addition to constructing three units on the rear of his property. His property would accommodate five dwelling units: 75' x aprox. 233. 54' to erosion control line; 17, 515. 50 sq. ft. The only problem I can foresee is that RG-2 zoning requires 7. 5' minimum side yards. According to the attached survey the existing structure is 7' and 6' from the north side property line. TV U s 1 r Sti A i78r.. O. ✓:t 1, I:ac renal Section 9, 1CunShiY 2 .SrC.rh, Fane20 East, (i^r'a4 }articularly .Y �eT-enc_ng at a Folia on the Nort!-est co-rner of :Dt BOA. North A.,,jantic Beach Unit 3, R-C-B-S Cor or =;. plat recorded in Plat Book 15, ,Pape 93, of tY,e C--rent Pudic Records of Duval County, Fa:d corner be North line or Let BCA and the Eastern Ri&:t-of-way line of Seminole Beach Road (County Road No. 60b); � < along sRid Eastern. Rig:7t-of-way line of said Road, 1(5 feet to the Point of Beginning; thence run Eas to said Right-of-way line, 499.96 feet to an iron pipe, said pipe being located 6 feet More or less U 4 Beach Dune line; thence, continue in the said Easterly direction 12 feet more or less to the Present Atlantic Ocean; thence run in a Northerly direction) at right anjes to the above described South CCU thence run in a Westerly direction, at right angles to the above described East boundary line 12 feet _ iron pipe, said pipe being located 9 feet pore or lees, test of the top of the Beach Dune line; ther. said Westerly direction, 498.51 feet to a point on said Eastern Right-of-way line of said Road; thenc direction ?5 feet to the Point of Beginnings excepting from ;,he stove described the Westerly 226 feel ? ► April 6, 1977 For: falter D. Griffin, Jr. , • 314- - +` ` _. ..� ??6 and 3j.54 - 32 - -- - -- V.�• v .o -Cont. NAik p fie. 6/o Ce �c � � �- ,:� ._. - _ Garage - _ �53'• � �' _ Concrete - \7 � ' i. .'. '";:� fCR'NO.v, •PATIO•: 5Cj le i� Z 26 ss.3s' aO 61 ZD' .r' - 94• SPO INT OF- 8£6hVA11)VG � 0 314 o denotes iran pace RECFRTJF1ED: JUEY/2 /979 Q FOR: OR. A/.1.LAMB w O ' R. I.CROASOLM CO, Q .NGJAC£RS- SURV£YORs Q f / �k P10. 4f29 oNvit t£, f[OR/OR �;� ,:°+►.. •- ..�-.-. _ . �. � FBF© - _ L ,• �� i- A/"!Y Rnv Vnvru er/jAIrir )are 1/.1/7 CITY OF 800 st;'MIN'011,ROAD ATLANTIC BEACH,FLORIDA 3133 5445 — TFLE1,110M.,(904)247--5800 IAX (404)147-5805 NOTICE To: Water Department City of Atlantic Beach Date: --------------_________ Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer required: Permit Humber Address �T -------------- ------------------------------------------- -------------- -------------- --------------------------------------- Sincerely, Don C. Ford Building Official DCF/pah cc: City hanager • CLTY OFATIANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX(904)247-5805 SUNCOM:852-5800 k http://ci.atlantic-beach.fl.us December 7, 2001 TO WHOM IT MAY CONCERN Re: Zoning and Land Use verification for 2127 Beach Avenue within the City of Atlantic Beach Dear Sir: This letter serves to confirm that the above referenced property is zoned Residential, Single- family (RS-2) and is located within a RL (Residential, Low Density) future land use designation as established by the Comprehensive Plan for the City of Atlantic Beach. Subject to all other applicable permitting requirements, the proposed walkover construction is consistent with the established Zoning District and the Comprehensive Plan designations. Please feel free to call 247-5817 with any further questions. Sincerely, �l. 64 Sonya B. err,AICP Community Development Director fo -� c bioWtord, CBO Building Oficial -i7-72 No 1252 J . CONSOLIDATED CITY OF JACKSONVILLE . PUBLIC WORKS DEPARTMENT MEMORANDUM OF REQUEST FOR INVESTIGATION DIVISION: F � DATE OF RECEIPT: �-' ��'73 REQUEST TAKEN BY: a44lu cd&4') TIME: DESCRIPTION OF REQUEST Pfi 2 ('0A/(PC'l- U W a 0 x H z / v LOCATION a 7 1)R� tie , .S'S n o rj uJ REFERRED BY: b a t 4 REQUESTER: 1271 . UJ,4/ ,LeP- ak" 1-,tj,1y ADDRESS: o?1,,2 7 Oe esti AX dlfl f )OR i ►re , TELEPHONE:,��/6 — /Z 7 J COMMENTS ON INVESTIGATION: v INVESTIGATION MAllE BY: DATE OF INVESTIGATION: m CONVERSATION WITH REQUESTER MADE: IN PERSON BY PHONE Q RECOMMENDATIONS AND/OR ACTION DEPARTMENT OF PUBLIC WORKS Division of Streets and Highways3; o November 29 , 1973 0 ✓�CkSONV1L�'�c Mr. Walter D. Griffin 2127 Ocean Front Drive Atlantic Beach, Florida 32233 Re: Ocean Front Drive Maintenance Dear Mr. Griffin: From our conversation this morning, I was under the impression that you owned the lot on the east side of the north end of.Ocean Front Drive (Lot 80, North Atlantic Beach Unit 3) . s I then call Mr. Belflower of our South Area office to find out about having stabilization placed on this portion of the street. Mr. Belflower told me that the part in front of Lot 80 was paved, and that he thought your property was further north.. To verify the location of your lot, I examined your deed recorded in Official Records Volume 3316, Page 488. This deed indicates that )INGLE your southerly boundary is 175 northerly of the end of the City right-of-way. Therefore, as Mr. Belfl©wer previously advised you, we are unable to make improvements in the privately owned portion of the street. Further search of the records disclosed that an Agreement recorded in Deed Book 1051, Page 98, states that ,the portion of Ocean .Front Drive lying northerly of Lot 80 is owned by R-C-B-S Corporation. C' Abutting property owners apparently have. an easement permitting them A' to use the street. I regret that under the circumstances, we will be unable to assist you with stabilization of the road. Your most likely prospect would Ca be to contact Mr. George Bull (R-C-B-S Corp.) and work out a plan H to have the necessary work done by a contractor, possibly with the participation of your neighbors. Yours truly, E. C. Townsend, Chief Records and Reports Section ee: Mr. Jerry Belflower lt� I Area Code 904 / 356-041 1 / 220 E. Bay Street / Jacksonville, Florida 32202 a . ELEVATION CERTIFICATE Expire &f y3l, 1993 Expi,esMay3r, 1993 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE iaROGRAM ATTENTION:Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form Is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances,to determine the proper insurance premium rale,and/or to support a request for a Letter of Map Amendment or Revision(LOMA or LOMR). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER _ �^ — ---- Stev_-e.rt_- '� Lee. _M.ll. ... STREET ADDRESS(Including Apt.,Unit,Suite and(or Bldg.Number)OR P.O.ROUTE AND BOX NUMBER COMPANY NAIC NUMBER Garage Approach Road OTHER DESCRIPTION(Lot and Block Numbers,etc.) —-- --- --- -- --- -- ---- --- .......... __ -- CITY STATE ZIP CODE-s Atlantic Beach Florida 32233 SECTION B FLOOD INSURANCE RATE MAP(FIRM)INFORMATION Provide the following from the proper FIRM(See instructions): 1.COMMUNITY NUMBER 2.PANEL NUMBER 1 SUFFIX 4.DATE OF FIRM INDEX &FIRM ZONE 6.BASE FLOOD ELEVATION (in AO Zones,use depth) 120075 1 D' April 17, 19 9 AO 2 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations(BFE): N NGVD'29 C❑Other(describe on back) 6.For Zones A or V,where no SFE is provided on the FIRM,and the community has established a BFE for this building site,indicate the community's BFE:L_1.1 L_J__J.J_J feet NGVD(or other FIRM datum-see Section l3, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate instructions,indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level-_3.. . 2(a).FIRM Zones Al-A30,AE, AH,and A(with BFE). The lop of the reference level floor from the selected diagram is at an elevation of L_J_J__L)__J.L.J feet NGVD(or other FIRM datum-see Section 8, Item 7). (b).FiRM Zones VI-V30,VE,and V(with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram,is at an elevation of L. L-1_1 _1-1.I J feet NGVD(or other FIRM datum-see Section B, Item 7). (c).FIRM Zone A(without BFE), The floor used as the reference level from the selected diagram is I.1_..1.1__1 feet above C1 or below 11 (check one) the highest grade adjacent to the building, (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is I 11{.13 feet above}A or below I-I(check one)the highest grade adjacent to the building. If no flood depth number is available,is the building's lowest floor(reference level)elevated in accordance with the community's floodplain management ordinance? 1_1 Yes [I No U Unknown see 0omnlem 3. Indicate the elevation datum system used in determining the above reference level elevations:['J NGVD'29 Ll Other(describe under Comments on Page 2). (NOTE: if the elevation datum used in measuring the elevations is different than that used on the FIRM [see Section 8, item 71, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: 1_.I Yes JxJ No (See instructions on Page 4) 5.The reference level elevation Is based on: IXI actual construction i I construction drawings (NOTE: Use of construction drawings is only valid it the building does not yet have the reference level floor in place,in which case this cedificale will only be valid for the building during the course of construction. A post-construction Elevation Certificate W11 be required once construction Is complete.) 6. The elevation of the lowest grade Immediately adjacent to the building Is:1 1 { 11181.171 feet NGVD(or other FiRM datum-see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the"lowest floor"as defined in the community's floodplain management ordinance,the elevation of the building's"lowest floor" as defined by the ordinance Is: L.1 .I I I l.I 1 feet NGVD for other FIRM datum-see Section B, Item 7). SECTION E CERTIFICATION This certification is to be signed by a land surveyor,engineer,or architect who Is authorized by state or local law to certify elevation information when the elevation Information for Zones Al-A30,AE,AH,A(with BFE),V1-V30,VE,and V(with BFE)Is required. Community officials who are authorized by local law or ordinance to provide floodplain management Information,may also sign the certification. In the case of Zones AO and A(without a FEMA or community issued 8FE), a building official,a property owner,or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8•Distinguishing Features-II the certifier is unable to certify to breakawayinon•breakaway wall, enclosure size,location of servicing equipment,area use,wall openings,or unfinished area Feature(s),then list the Feature(s)not Included in the certification under Comments below, The diagram number,Section C, Item 1,must still be entered. I certity that the Information In Sections 8 and C on this certificate represents my best efforts to Interpret the data available, I understand that any false statement may be punishable by line or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME LICENSE NUMBER(or Affix Seal) Frank W. Jones, Jr. 27-72 _ ►. - __. .. TITLE COMPANY__.---__.N_AME_ -- _Land Surveyor _ _ _.__ .__.._--. -___ _._ so —_ � ADDRESS AREss CITY I Frank Jones & ASSOC1at STATE 21P 8859 _San Jose. Boule_v_ard Jacksonville Florida X-217 SIGNATURE DATE PHONE Nov. 17, 1992 04 i Copies should be made oft is Certificate for: 1)community official,2)Insurance agent/company,and 3)building owner,. COMMENTS:___—.-___Garage floor`= -19.97 _.._...__..._.-___-Adjacent grade _18 .7 Residence floor = 25.16 Adjacent grade = 20_1 _ F i ON WITH ON PILES, sus BASEMENT PIERS,OR COLUMNS A V A A V ZONES ZONES ZONES ZONES ?ONES REFEAr,NCE LEVEL REFEAENCF IEVEi FLOW LEVEL ELEVATION EASE i'•'. ' '• 7< EASE 11000 AWALEIIt TNIFERENCE FLOOD ELEVAtICN NEFEIIENCE ADJACENT GRAOE `( LEVEL ELEVATION LEVEL OMDE 1C'a�i• '.1 AWACEW t�(. �.:...!•:�;.. :: ::7...'.:fit.:l..,;. .,; �'is;...}.'y'C?.if,•:i;F••�'. .� .. The diagrams above Illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations tot all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member, Page 2 S CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028706 Date 2/16/05 Property Address . . . . . . 2127 BEACH AVE Tenant nbr, name . . . . . . 38 REPLACEMENT WINDOWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 85000 Owner Contractor ------------------------ ------------------------ PELHAM, VIRGIL G WILLIAM SMITH CONSTRUCTION 2127 BEACH AVENUE P O BOX 50633 ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 962-7913 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 740 . 00 Plan Check Fee 460 . 00 Issue Date . . . . Valuation . . . . 85000 Fee summary Charged Paid Credited Due ------- ---------- ---------- ---------- ---------- ---------- Permit Fee Total 740 . 00 740 . 00 . 00 . 00 Plan Check Total 460 . 00 460 . 00 . 00 . 00 Grand Total 1200 . 00 1200 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. a• ±S 4. }' BUILDING 0 ICU ' i Cc: CITY OF ATLANTIC BEACH D. F qq• J' r BUILDING / ZONING DEPARTMENT Hi ins i s} 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 (904)247-5800 E f31 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # CA4 - -OZEC Property Address: r t.a `] cBec, h Ave _- Applicant: (il[ I L m <:SYh r L C!M S f Project: 5S OfDICc..[ e rn-er\,-t_ This permit application has bee Approved Fviewed and the follov � '(/t.0 WL i TG% VV t 1�E O-L �p5 nrw Please re-submit your application when these items have been completed. Reviewed By: LA�-- Date: (zo LA� -�- /7q l� � PREPARED 7/29/04 , 13 : 39 : 55 PAYMENTS DUE RECEIPT CITY OF ATLANTIC BEACH PROGRAM BP820L --------------------------------------------------------------------------- APPLICATION NUMBER: 04-00028706 2127 BEACH AVE FEE DESCRIPTION AMOUNT DUE --------------------------------------------------------------------------- PLAN CHECK FEES 200 . 00 BUILDING PERMIT 400 . 00 TOTAL DUE 600 . 00 Z)ov6 L-LD - I Z(5D Please present this receipt to the cashier with full payment . Equal Opportunity Employer DEPARTMENT OF PUBLIC WORKS Building Inspection Division January 31, 2003 1IlCk Pella Window &Door Company 8174 Baymeadows Way West Jacksonville, Florida 32256 Attention: Mr.Jeremy Schroeder, Sales Representative PELLA WINDOW &DOOR COMPANY Subject: APPROVAL OF WINDOW DOCUMENTATION FOR WIND LOAD COMPLIANCE The product documentation submitted by Pella Window &Door Co.,for windows and sliding glass doors to be installed within the jurisdiction of the City of Jacksonville, Building Inspection Division, has been reviewed for compliance with the FLORIDA BUILDING CODE 2001. We are pleased to inform you that the documentation has been approved. In accordance with our Bulletin G01-02, REQUIRED WINDOW AND DOOR DOCUMENTATION FOR WIND LOAD COMPLIANCE, revised 3/19/02, the product information submitted will be filed in our office as "Master On File" documentation. We are returning two (2) sets to you. Both copies of the signed and sealed Installation Drawings have been stamped, REVIEWED FOR CODE COMPLIANCE. It is your responsibility to furnish your customers with a legible copy of the approved Installation Drawings. The customer will be responsible for having a legible copy of this document at the job site for the City's Building Inspector's use at the time of the "dry-in" inspection. An AAMA or WDMA or other approved certification label shall be attached to each window unit, clearly visible after the window is installed. I Should any changes be made to your product, including installation drawings, new documentation shall be submitted to this office for review and approval in accordance with Bulletin G01-02. If you have any questions, please refer them William L. Lyle at 904-630- 2351. REVIEWED BY: APPROVED BY: �a&l � e / / J_f_t4_t/__) William L. Lyle, R. A. Thomas H. Goldsbury, P. E., C O Plans Examiner Supervisor Chief, Building Inspection Division u1t AREA CODE 904/630-1100/200 E.BAY STREET/JACKSONVILLE,FLORIDA 32202-3401 W. W. Schaefer Engineering & Consulting, P.A. 8895 N. Military Trail; Suite C-204 Palm Beach Gardens,FL 33410 Phone (561)775-4902; Fax (561)775-4903 February 6, 2003 Pella Corporation 102 Main Street Pella, IA 50219 Attn: Joe Hayden Re: Revisions to Pella Corporation non-impact product drawings. The revisions stated below shall apply to the specified Pella Corporation non-impact drawings previously completed by W. W. Schaefer Engineering & Consulting, P.A. and sealed by Warren W. Schaefer,P.E.: The following revisions shall apply: 1. Drawings 1141, 1142, 1144 through 1150, 1154, 1157, 1159 through 1161 and 1163 through 1170: For all nail fm mounted conditions, the length of the nail fin nails may be 1 3/4"(presently specified in the drawings as 2")providing the spacing of the nails is maximum 5" O.C. (presently specified as 5"to 7" O.C. in the drawings, or 1 %2" pio-7ding the spacing of the nails is maximum 4.5" O.C.. When the products are installed using the alternate shear screw or clip mount details,the fin nails are optional, may be any length and may be spaced as required to secure fm for sealing. 2. Drawings 1141, 1142, 1144 through 1150, 1154, 1157, 1159 through 1161 and 1163 through 1170: When nail fin mounted, the shim spaces may be increased to 3/8" at the sides and %Z" at the head (1/4" still applies to the sill)providing the fm nails are positioned at least 1/Z"from the edge of the bucks. Shim spaces required with shear screw, clip and direct mount conditions shall remain as specified on the drawings. 3. Drawings 1143 & 1162: These are shear screw mounted windows. The nail fins and fm nails are optional and not required. When fins are applied, the nails may be 1 %" long vs. 2"presently specified on the drawings. 4. Drawing 1162: This drawing is incorrectly shown as being a fin mounted window. This window may only be shear screw mounted with No. 10 screws at 11" O.C., as specified in the "Frame Anchor Requirements Table" on the drawing sheet 1, or clip or direct mounted as shown in the optional details on sheet 3 of the drawings. Note that all drawings are being revised, but in the mean time,this memo shall act at the revision to all those products specified on the applicable drawings listed above. Also note that the products have been verified by the testing labs as having been tested with the larger shim spaces. MUILM1 !1 PLANS �_'YOdit4t If I can be of further assistance, please call. .q& ifJr� i7cR Sir�cerely,FE6 0 6 2003 KEEP 'r 1!'1 PLj,',i ON' ij Building&Zoning Inspoction,iv=fix;; Warren W. chaefer, P.E. 1 Florida P: . #44135 — �xam+ner signaturg License No. CITY OF ATLANTIC BEACH Sit WINDO�>g, S' ��v` J s 'Z"TS, GARAGE DOORS,HURRICANE SHUTTERS Date: 0 �- Job Address: j3 i,-)%V 'y:✓�✓IiL It--71—,n,-,17z-2! 471,4'r. �L. Owner: Vll l&IL lr jql`G�'f rY7 Address: 1 a17 tSf4rj-V /9ur- ,/?7,6 rA✓72 /It'd, 1GG Phone: Legal Description: Block Number: 45'.25-J`1C-Lot Number: J Zoning District: Contractor: LA1144/its jr, 06 r S _ - State License Number:6. 053092 Address: P-0. oOcyr Sd 6. Phone: City: 1R k' 13cl), State: Zip: 3.zO S0 Fax: Describe proposed use and work to be done: (Z.f P4nff f✓/S-jr r i�/'�D h/�" i.✓✓�7f� Alli L"KAID-0 6 Present use of land or building(s): /Zf$/!? w7!►� Valuation of proposed construction:W y`Sf Ova' Is approval of Homeowner's Association or other private entity required? 410 If yes,please submit with this application. Required Building Data: Mean Roof Height S (ft) Building Width (tea (ft) Building Length 52 (ft) Roof Slope S/0- Window Height Llftrmd (ft) Window Width V441ely-5• (ft) Window Elevation from Grade Measurement from corner of building to window �G (ft) Number of windows being installed 3Y Mean Roof Height ArV 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/27/03 Licensing Portal -License Details Page 1 of 1 TM Log On DBPR Home I Online Services Home Help 1 Site Map 2:25:14 PA *' Public Services Search for a Licensee Apply for a License Licensee Details View Application Status Licensee Information Apply to Retake Exam Name: SMITH, WILLIAM STANLEY III (Primary Nan Find Exam Information ATLANTIC CONSULTING OF 3AX INC (DBA Main Address: 2107 9 AVE N File a Complaint 3ACKSONVILLE BEACH Florida 32250 AB&T Delinquent Invoice &Activity List Search User Services License Mailing; Renew a License Change License Status LicenseLocation: 2107 9TH AVE N Maintain Account 3ACKSONVILLE BEACH FL 32250 Change My Address County: DUVAL View Messages Change My PIN License Information View Continuing Ed License Type: Certified Building Contractor Rank: Cert Building L License Number: CBC053087 Term Glossary Status: Current,Active Licensure Date: 03/22/1991 Online Help Expires: 08/31/2006 Special Qualification Effective Qualifications Bldg Code Core Course Credit Qualified Business 02/20/2004 License Required View Related License Information View License Complaint L I Terms of Use I I Privacy Statement https://www.myfloridalicense.com/LicenseDetail.asp?SID=&id=714469 1/31/2005 5 MMI. k�WAN PHONE#-��'��.� NOTICE OF COMMENCEMENT State of FIV91'12,4 Tax Folio No. q N County of Q✓144 N rI To Whom It May Concern: 0 The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. 0.Legal Description of property being improved: Qq -�" c? (u Pz 6";r. 1 Address of property being improved: jjfi?Z// /774-j,-y7,,L- &C H, �G rI General description of improvements: IZ f PM&T [Yo.S`7Zz✓&- j�/ri✓/✓Ows 0 Owner: Address: 02�aZ 6f/I ti�f i9Lf" /`�7f./rv�1�Gf� 0 M Owner's interest in site of the improvement: j3A*VfrZ Fee Simple Titleholder(if other than owner): Name: M4/ Contractor: W/14/;;Irp" " S"fzA/' (� Address: P. 0. /.may 50 63-3 ' _ Telephone No.:r9o4 qG '79/-7 Fax No: Surety(if any) 1V0A C Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: lUOAf Address: Doc# 2t�Cy•�t,`'L36,6 S+p Phone No: Fax No: Fade; 1720 Filed U1 Recorded Name of person within the State of Florida, other than himself, designated by owner upon whom DBALT r FM may be served: Name: CLERK CIRCCUUIT COURT Address: RECORDING $ 5-06 1.00 Telephone No: Fax No: REC ADDITIONAL $ 4.00 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (1)year,from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: Before me Nis day of in the County f val,State Of Florida,has personally appearedvluil- Notary Public at Large,State f F rida Coun of uv My commission expires• Personally Known: ,,, Produced Identification: MY COMMISSION#DD 17 EXPIRES:JanuarY�a^zwf W Banded rnru Ndazv V E D ,1 } 1 9 1 r r tt C1t,a Uf Atlantic, Beach °" . J„-"my and Zoning City of Atlantic Beach- 800 Seminole Road - Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - FAX (904)247-5805 - http://www/ci.atlantic-beach.fl.us PERMIT APPLICATION FOR REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION DATE 311.2 , APPLICANT V/ 6-1L, p�Z�,,61M P . ADDRESS � � -7 /' �G� .�fL� PHONE: 'jaL –Oc�Q7 ADDRESS WHERE WORK IS TO BE PERFORMED LEGAL DESCRIPTION: Bt W.K-X�ER_— LOT NUMBER_ CT Z Sv�7f/ z� t��ti7 CONTRACTOR 197ZA v7.v1,, CCJ/✓Si/L7,t4e a.F 3V STATE LICENSE NUMBER C6-CO,5,3087 ADDRESS Po P_4pX 5C>(33 PHONE CITY SA !3LN, STATE Al- ZIP 32,- (Q FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE G o,NS7/d t. 7 lo�✓�i;t�'7f ��7.�i��N� 4-_10 L Acvo Dt,%i✓£ l�✓f�G.[�o�£� PRESENT USE OF LAND OR BUILDING(S)_ /7!i✓ GSL--n/Lr VALUATION OF PROPOSED CONSTRUCTION .,►, Is this an addition? A IC> If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? W New electrical or increase in service? A&ML New plumbing fixtures? .&.2 4CNew fireplace? 4&dd New heating/air conditioning?lj/�sy Is approval or Homeowner's Association or other private entity required? If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone: (904)247-5834 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 01/02/02 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works, a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFQM4ATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNERDATE--✓ L�`z �� I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR DATE 6131�Z 0 7— ADDRESS ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME j4A441, f7?1 5- 3;r7/7X/ /� MAILING ADDRESS_/p O 130 Y 50-4-33 . Tog X 134.1/ EL ?I t2 .740 PHONE 72-e -032-;? FAX ,241 —3.S E-MAILI�7LAo✓7lCD�TA-XC J SWORN AND SUBSCRIBED BEFORE ME THIS14 81 DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE r AMBER L.MTHOW AS TO OWNER: personally known _ MY COMMISSION#CC 804416 ❑ Produced identification EXPIRES;January 24,2003�� '.ti 6=M Thru NoSery Ptit*c Underv+rllerb Type of identification produced AS TO CONTRACTOR: personally known ❑ Produced identification Type of identification produced 01/02/02 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233- Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT, PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23834 Address: 2127 BEACH AVENUE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 4/11/2002 Name: VIRGIL PELHAM Total Fees: 25.00 Address: 2127 BEACH AVENUE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 4/11/2002 ne; (904)728-0328 Work Desc: INSTALL RECE.PTAC EW B, KH CONTRACTOR S ` `. LIGATION FEES EARLY ELECTRIC COMPANY IW-x T - y, 25.00 a � V. r;Yti a Y ON 5 T i NOTICE- IN I*CTfON 4t€STFIAT Iw -f: 4 H (C3FI ' tJNSPECTION BUILDING MATERIAL B1"3lSI-#AN EE RfS FROM THIAINOF K MUST'NOT U4 ED tIV UBLIC SPACE, AND MUST BE CLEARED UP A I-IAWLr* ,' Y lY EITHER Ct1M ` ACTOR O NEFt "FAILURE TO COMPLY T ! LT IN THE PROPERTY-Q WNER PAYIN ISSUES R JN G TO APPROVED PLA AR RMIT AND SUBJECT TO REVOCATION FOR LI IAF APPLICABLE PROVISIONS ..r K:3� - C- • �co Ni /f do - CJ1 a Oper: D5PIITH Type• C Drawer: I ate: 4/11/02 01 R eipt no: 48796 m � 14 _ 525.@0 Trans nuber: hI ATLBUILDI PT. CK CHECK; 3505 $25.00 �, �„, f ire; 17:13:55 MIN. RETURN PHONE # R E C E Book 10440 Page 252 FLA 19n LAWS kk A+i G ° ! RAMco FORM 409 FS 713.13 1 (Prepare in Duplicate), 7o whom'if may concern: , t, The undersigned hereby informs all concerned that improvements will be made to certain peal property, and in accordance with section 713.13 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Description of property . .!?(�`7 . . .�Jf . . . . . / L. i✓7� /L"f�G � , . . . . . , . . . . . . . . . . . . . . . . . General description of improvements . . �'Q�✓j 72� 7!J�/, , .©F , ,CoNG'n , , , 2 7, t!�i�•�=— �.✓/rG� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Owner .V1X -t,,-,'-. . .A,'4,V,4 v1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address a);t 7. . . 13.L4.r-W.44,f, .i, .,AT.�1V71V-. ,13fnvf/ 14 . . . . . . . . . . . . . . . . . . . . . Owner's interest in site of the improvement . , Cir. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fee Simple Title holder(if other than owner) 4122 4-14 Name . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Contractor /g74oh!1!7rd. . . ✓45. . .o�, .�Y. . �iv�, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address .,PO, 13,0/—x0633} . .Sc4Ya. �%��. .��.. . . ��,?4p. . . . . . . . . . . . . . . . . . . . . . . . . . . . Surety(if any) . . . . . . . . . . . . . . CITY OF ATLANTIC BEACH, FLORIDA �. �•.w APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:. _ __I+!- 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 CRY OF ATLANTIC BEACH ORDINANCES. / j f 9LEMLCA L FIRM: ICIAN r� �f JOURN NIMIIE /6All /TC fie-ffo BOX Bim•SIZE BETWEEN: RES.i APT.i I COMM.( I PUBLIC I I INDUS.i I NEW( ! OLD(,-r' REW.( ! ADDITION I I TRAILER( ) TEMP.t I SIGNS ( I SO.FT. SERVICE: NEW( I INCREASE( I REPAIR( I FEE CONDUCTOR SIZE AMPS R I AL OR BREAKER PH W T EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS I CONCEALED OPEN TOTAL RECEPTACLES 1 CONCEALED OPEN I I TOTAL 0.80 AMP!, I it.100 AMT/. sW rrcmrs INCANDESCENT FLUORESCENT A M.V. FIX90 0.100 AMM I OVg" APPUANCts BELL TRAN8F. AIR M.P.RATING H.P.RATING CONDITIONING COMP.!MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-NEAT 0.1 ova MOTORS H.P. VOLTAGE PHIL NO. I N.P. VOLTAGE PHS MISCEL EUS777 A-A-Ijl TRANSFORMERS: UNDER 600 V. OVER Goo V. NO. I KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SNATCH FLASHES' EACH SKIN =AWARDED 7 �-'U CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD !3 = ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 a Application Number . . . . . 09-00000039 Date 1/12/09 Property Address . . . . . . 2127 BEACH AVE Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc rewire addition ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PELHAM, VIRGIL G. CURRENT ELECTRICAL CONTRACTORS 11787 WORDSWORTH CT ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32223 (904) 724-8588 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/11/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH _ 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 09 I I A �i OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPTCCOAB.US "s ELECTRICAL PERMIT APPLICATION DUVAL COUNTY F4. .,JOB±ADDRESS: 2.IS THIS:ASUB PERMIT. 3:DATE 13 NO #:0� /3 e�C, gYES PERMIT ` � Z 4 � � �Z•Ztro 9 �J PROPERTY OWNER: NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: Qe,1)r,q ELECTRICAL CONTRACTOR:', 7.NAME F COMPANY: 8.ADDRESS.: O CoJL4X¢ QCitL�c t Co,-�+ .i„c 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHONE: 11.FAX NO.: EA o q04- 12)`lt- ?os0 goy- fid'© 12.EMAIL ADDRESS: 13.OFFICE PHONE: 14. a b��t ��r�,. ��! 0►0-A- " ,)-A -(2)rs 15.Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: 1— ' `4•'4L-S4—/o� 1$�"CLASS`OF,,WORK. 17r,SERVICE:'. 1$ METER'NUMBER:`. ❑MULTI FAMILY-#OF UNITS: §'LRESIDENTIAL SINGLE FAMILY ❑TEMP SERVICE ❑COMMERCIAL ❑ADDITION ❑TRAILOR 19.BUILDING. 19 CURRENT CODE:rf,. 13 ALTERATION ❑SIGN ❑OLD ❑NEW s '05 NATIONAL ELECTRICAL CODE ❑REPAIR ❑POOL/SPA EWIRE ❑OTHER: LIST ALL ELECTRICAL WORK: 20.TYPE OF SERVICE: ❑OVERHEAD ❑UNDERGROUND ❑UNDERGROUND UP POLE 21.NEW SERVICE: CONDUCTORS PER PHASE: ❑POWER IS ON ❑POWER IS OFF r223.2.SIZE OF CONDUCTOR: AMPACITY: ❑COPPER ❑ALUMINUM SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 4.EXISTING SERVICE SIZE: AMPS:-3(2M- PH:__I_ W:_,3_ VOLT:�_ RACEWAY SIZE: 3,, 25.FEEDERS: #OF AMPS: #OF AMPS: #OF AMPS: 26.LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT&M.V.: 27.FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28.FIRE ALARM: ❑YES ❑ NO 29-31 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29.SMOKE DETECTORS: NUMBER: 30.RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31.SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 32 AIR CONDITIONING: #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: 33.MOTORS. :. NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: 34.TRANSFORMERS:.. UNDER 60OV: NUMBER: KVA: OVER 60OV: NUMBER: KVA: 35.MISCELANEOUS REPAIRS: DESCRIBE IN DETAIL: J BLDG02 Permit Application Elec:REVISED:12/182008 P OWNER BUILDER PERMIT AFFIDAVIT State of Florida ) City of Atlantic Beach ) BEFORE ME, the undersigned authority, personally appeared _, who upon first bring duly sworn, deposes and says: I, __________S�ve ---� ------------ --t=� , and the legal ----- owner of the following property: Subdivision l Q z_ __-6-LP2c f __ `�_TK_ K3 C [7 Block --------------- Lots -------------- AKA ----------------------------------- I am applying for a building permit pursuant to the Owner Builder exemption set forth in Florida Statute, Section 485. 103. Florida law requires that I have been provided with the following DISCLOSURE STATEMENT% DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may .*build or improve a one - or two family residence or a farm outbuilding. You may also build or improve a commercial building at a cost of $25, 000. 00 or less. The building must be for your use and occupancy. It may not be built for sale or lease. If you sell or leabe more than one building you have built yourself within one year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. Your construction must be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. I hereby acknowledge that I have read the above DISCLOSURE STATEMENT and that I comply with all the requirements for the issuance of an Owner-Builder permit. Further, affiant sayeth not. Property Owner Sworn to and subscr,Aped belore me thin ___'f____ day r , $ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000532 Date 4/20/09 Property Address . . . . . . 2127 BEACH AVE Application type description MECHANICAL GAS PIPING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc gas piping -------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- PELHAM, VIRGIL G. AA BOTTLED GAS & FUEL CO 12601 N. MAIN STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32226 (904) 757-1924 ------------------------------------------------------------------------ - Permit . . . . . . MECHANICAL GAS PIPE PERMIT Additional desc Permit Fee . . . 160 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 10/17/09 ---------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 160 . 00 160 . 00 . 00 .00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 160 . 00 160 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. JAN-7-1999- 01:15P FROM: TO:2475845 P:2.4 t CITY OF ATLANTIC BEACH J 1 9N SEMINOLE ROAD,ATLANTIC BEACH.FL 322311 oFrICC t9W)24?4520•FAX No..(9(WjNr-NW3 04.41.01N0•DEP 9COAn.US MECHANICAL PERMIT APPLICATION DUVAL COUNTY -- a rE - tt ME 2 t Z? k-3 PBRMITIf: D$- 13a q 4-/6 -0j l _ MWk a.NAM • ��j �� s AnanEss IF aFFERENr Faow roe ADDRrss: a oWoNe: 7.NAM.OF coMF 1 o� s s"Qt3 9.STATE OF FLORIDA LICENSE NO: , n/S �0•CCEELLL DHOW: 1f F NO• ®� 12.E REBS: far1A.OFRCE _76 )D 14. Application Is hereby made to obtain a permit to do the work and Installation®as indicated. I Certify that all work will be performed to most the standards of all laws regulating Construction In this jurisdiction. This permit becomes null and void if work Is not commenced within sac(6) months,or M Construction or work as suspended or abandoned for a period of six(6)months at any time after work is commenced. • c COMMACTOKS"WATURE: �t;TJ1ffi .: OR ,..�. _ 1 L •. N�'CODF NEW INSTALLATION T NEW ,17RESIDENTIAL 0 V6 FLORIDA BUILDING DE- OEPLACEMENT OF EXISTING SYSTEM Pf-XISTING {]COMMERCIAL MECHANICAL in ALTERATION I ADDITION TO EXIST SYSTEM 0 REPAIR 0 OTHER NEE .mss"- _ - 19.NEAT: 0 SPACE 0 RECESSED O CENTRAL O FLOOR BURNERS: 20,AIR CONDITIONING: O ROOM 0 CENTRAL 21.DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: cfm 22.REFRIGERATION: MAX CAPACITY: cfm 23.COOLING TOWER: CAPACITY; M 24.FIRE SPRINKLER: NUMBER OF HEADS: 23,UFT SYSTEM: ELEVATOR MANLIFT: ESCALATOR: AUTOLIFT: 26,COMMERCIAL HOOD NUMBER: Z7.FIREPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: 0 PUMP 0 WELL O PIPING 29.GAS PIPING: U OF OUTLETS: ID GAS AMU; grbAS WATER HEATER: 30.OTFIER-SPECIFY: SotARNEArmol. WXI.ERS.UNFIRED PRESSURE VESSEL.HEAT EXCHA AR OR Com IN DUCTS CTQ VALIIG FOR OTHER ITEMS: ,• y. NUMVER _ A OvING OF UNITS DESCRIPTION MOOELO MANUFACTURER TONS AGENCY AP VIKQ DESCRIPTION MODEL rr MANUFACTURER STU A, Y NUMBER GALLONS MANUFACTURER UWALe Y 9LDG4/POmeAPPRcden Mack REVISED:I2/ItI AN � '� JAN-7-1999 01:16P FROM: TO:2475845 P:4/4 2008-2009 BUSINESS TAX RECEIPT CITY OF JACKSONVILLEIDUVAL COUNTY MIKE HOGAN,TAX COLLECTOR • 231 E FORSYTH STREET ROOM 130 JACKSONVILLE,FL 32202.3370 PHONE:(904)630.2060 FAX:(904)6304432 WEBSITE:www.*.neoc Note-A penalty is imposed for failure to keep this receipt exhibited;conspicuously at your place of business. This receipt is furnished pursuance of chapter 770-772 City ordinance codes. AA BOTTLE GAS&FUEL CO AA BOTTLE GAS&FUEL CO PO BOX 26008 JACKSONVILLE=, FL 32228.6008 ACCOUNT NUMBER: 3420000 LOCATION ADDRESS: 12601 MAIN ST JACKSONVILLE.FL 32219-2611 3 DESCRIPTION: LIQ PETRO GAS DLR APPL,EQUIPA INST COUNTY RECEIPT DESC: LIQ,PETRO-GAS DLR APPL,EQUIP&INST COUNTY TAX: 125.00 MUNICIPAL RECEIPT(DESC: MC 772.318 MUNICIPAL TAX: 125.00 TOTAL TAX PAID; 250.00 VALID FROM September 1,2006 TO September 30,2009 i ***ATTENTION*** THIS RECEIPT IS FOR BUSINESS TAX RECEIPT ONLY. CERTAIN BUSINESS MAY REQUIRE ADDITIONAL STATE LICENSING. This is a business tax receipt only. It does not permit the receiptholder to violate any existing regulatory or zoning laws of the County or City. Nor does it exempt the receiptholder from any other license or permit required by law. This is not a certification of the licensee's qualifications. TAX COLLECTOR THIS BECOMES A RECEIPT AFTER VALIDATION. PAID-3304129. 0001-0001 N01 07/122/2008 250.00 JAN-7-1999 01:15P FROM: 70:2475845 P:1/4 { ©T-rt_V-D "-A-S OOMPA N Y P.O. Box 26008 Jacksonville, Florida 32226 Office (904)757-1924 Fax (904) 751-0625 i-AX TRA NSM ITTA L FORM To: AW &c4fw. : Date: -Uti Time: . —z J& Ze. 1 i 1 JAN-7-1999 01:1613 FROM: TO:2475845 P:3,4 Florida Department of Agriculture and Consumer Services Bureau of Liquefied Petroleum Gas Inspection P.O. Box 6720 Tallahassee, Florida 32399-6720 License Number, 01320 Business Mailing Address Licensed Location Address A A B07TLEO GAS COMPANY,INC. A A BOTTLED GAS COMPANY,INC. PO BOX 28008 SHERRY TISON 12601 N MAIN ST JACKSONVILLE,FL 322266008 JACKSONVILLE,FL 32216.2699 The liquefied petroleumas license at the bottom of this form is valid ONLY for the company located at the address or,the license. Each business location of a company must tw licensed. Na LP Gas licenses must bi renewed annually. Any license allowed to expire shall become inoperative because of failure to renew. The fee for restoration of a license is equal to the original license tee and must be paid before the licensee may resume operations. IN THE EVENT OF AN OWNERSHIP CHANGE AT THIS SU31NE53 LOCATION: This license may be transferred 10 any person,firm or corporation for the remainder of the curront hoer se year upon wri en request to the department by the original license holder. License transfers must be approved by the department. All licensing requirements must be met by the transferee and a transfer tee,of iso will apply. To apply Or a transfer,contact the Bureau of LP Gas inspections at 860/921-6001. Pursuant to Chapter 527,Florida Statutes,LP Gas licensees must present proof of licensure to any consumer, owner,or end user upon request wttan engaged in the business Of servIeing,testing,rapali 09-maWaW%or Installing LP Gas systems artdlor equipment. For future correspondence,please make any needed corrections or changes to your business mailing address and/or your licensed location address and return the UPPER PORTION:with correction to: Florida Department of Agriculture and Consumer Services Bureau of Liquefied Petroleum Gas.lnspectlon P.O. Box 6720 Tallahassee, Florida 32399-6720 Cut Moro State of Florida Department of Agriculture and Consumer Services - Division of Standards Llconss Number: 01320 Bureau of Liquefied Petroleum Gas Ihspection Expiration,Dote: Augast 31,2000 •� 650 921-8001 Date of Issue: Septsmoer 1,2008 POST UCENBE Lkense Foe- '$425.00 Tallahassee, Florida Type and Class: W01 CONSPICUOUSLY Liquefied Petroleum Gas License CATEGORY 1 LP GAS DEALER GOOD FOR ONE LOCAVON ONLY ANY CHANGE OF OWNERSHIP OR SALE OF THIS OUSINESS,RENDERS THIS LICENSE INVALID This license Is Issuad under authority or auction 527,02:flame statuins,to; A A BOTTLED GAS COMPANY, INC. 12601 N MAIN ST M M. N JACKSONVILLE, FL 32218-2699 COMMISSIONER OF AGRICULTURE t ,A tcl) t 00 5 CA �� d cf7 a o O Iwo �{� VIC Vs tcl 0 H � � CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD s� u ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 19 Application Number . . . . . 09-00000238 Date 2/19/09 Property Address . . . . . . 2127 BEACH AVE Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 3 cu 3 ahu ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PELHAM, VIRGIL G. ENVIRONMENTAL A/C SERVICES, INC Q/A: STALLS, HOWARD KENNETH JR ATLANTIC BEACH FL 32233 8110 CYPRESS PLAZA DR. STE. 106 JACKSONVILLE FL 32256 (904) 279-0030 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc Permit Fee . . . . 175 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/18/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 175 . 00 175 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 175 . 00 175 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001324 Date 10/28/08 Property Address . . . . . . 2127 BEACH AVE Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1468200 ---------------------------------------------------------------------------- Application desc renovate single family home ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PELHAM, VIRGIL G. C. F. KNIGHT, INC. 4202 ORTEGA BLVD. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32210 (904) 387-6148 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 3598 . 00 Plan Check Fee 1799 . 00 Issue Date . . . . Valuation . . . . 1468200 Expiration Date . . 4/26/09 ---------------------------------------------------------------------------- Special Notes and Comments Roll off container company must be on City approved list and cannot be placed on City right-of-way. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE 1 .50 ST CONSTRUCTION SURCHARGE 27 . 13 AB CONSTRUCTION SURCHARGE 3 . 01 STATE RADON SURCHARGE 28 . 64 WATER IMPACT FEE 300 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 3598 . 00 3598 . 00 . 00 . 00 Plan Check Total 1799 . 00 1799 . 00 . 00 . 00 Other Fee Total 360 . 28 360 . 28 . 00 . 00 Grand Total 5757 . 28 5757 . 28 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 4,8 4 DEPARTMENT©F lUi : CITY4F,ATLANTIC�� -- -- PERK T, l�,t+)ORMA'T'ION ---�--- . .*p LCICAT [1N INFO RNATION - A d NsS4 , 27BEACH AVENUE. Perot t Types . LITHE' , ATLANTIC BEACH, FL ORI" A 2 3 Cass 0: °,.WoNEWLECxAL. DESCRIFTICiN _---�� -i Conetir. Type tCONCRETE Lits 1 Blacks R Sections s:,,:" NA t Pro, d Use t EI GLE�.FAVITLY Tc+r Ip hips R lG s 3 ,. ' Drre L ling 1` Code t O S �#vl,i�s tst�s s I wtilimitimrd 'value: $0. 00 s l!NR Tj;�dv ;Cscre6tt F TOt,41Feem 1 *25.00 r Al 4n Paid: $25.00 .- Fq t /23/92 AEP— ICATI29 FES 5.00 3 Al�+i eUE, 11""11 I3'I1C�Y`. Fp:I ►G. wn ACH, FL,Oifb " �SVWj*PACTPER $0.00 l�h�r --5827` Y � 1LIa.T *0. 00 Adr TER TAS *0100 " ' .�� SEWER' TAS ' sof 00 SH #YORAULIC ARE sO.pa pe �t*es[i t "Ty pe.s _.. }, �"1µ0,'9F '"`TFEE $0.00 q l RC. H IKPACT PER $0.00 HER I��JTESr. w a NOTICE ALL CONCRIE'T9 FOR04 AND FOOTINGS MUSTw'IP1R�'lirCTED 13EFORE POURING ' PERMIT VOID SIX MONTHS AFTER DAi'E_C3F ISSUE a BUJLPING MATERIAL,RUBBISk!AND DEBRIS FROM THIS WORK MUST NOT SE'PLACED IN PUBLIC SPACE,AND MUST BE ' C EARED UP AND JAULED AWAY BY EITHER CONTRACTOR OR OWNER: i�t"'J!� i.V� T ,L .I.'WITHTHE,1Tf.EL ,M# ir9 . d?1 �,. l'R,Nii.T Ihf �N'IVE.t�PA NG TWICE FORSU t� IV E MR V S 111 V2 I�Ci 41bC6fi6lNt TQ APPR C?:I?I.ANS WHICH AiE PART OF THIS PERMIT AND SUBJECT AT10N~ i A TOtt Ot=APPLICABLE RR OF LAW. 111? rATI ANTIC BEACH"BU1LDJNG DEPARTMENT C.) rl rl Afl 1,1'jtl "j k.. or T I C II 1.*� U L r L IT ITI A R'. A. '.J.f1.',R'%11tj1 OV!,Jll ""'i"].TS-2 nd h.J.s v.,ifo J')17'N S.. T -jnd hi�j -vlfo ATIMADEWi.l., tie C)ViLDS, horcin..fter Purchasers: 91HEIRF11.1S) the comornl,,.Jon vras formerly the ownfr in f cc simple of all tint certnin tract of land lying be- tweon Seminole R^nch Rol-A and the Atlantic Ocean in gov- ' cr. mveat lot 1, fractioml section 91 and lot 1 of divisiont. 3 of tho Andrew DOI,'ees Grant, all in tovmOhl p 2 _-outhlp rango 29 cast, in Daval County, 71orida, as sh;-xvm on v. certain unrecorded. plat entitled "North At].,,-:nti.c Bc,,,oh Unit 4"., of which r. tri-le photostntic copy is nttnched Inereto and niande, a part hereof; and 7M ER'S-A S) srtid carporati - on has t-�s hnrotoforcon- Iveyed to said purchi�sers by deeds of record, th`� corte-An -1."Ids shovm on said unrecorded plat F.is thv, nr)-th liplf of IS illiot s?l .end all of lots 8211 33) f12 -,nd 93; but ri:�rrurij.ns '!the owner, in foo 'of P.11- the remaining lond, including the jiTIGnregre Apr)rw,.(,,-h Ro,,jd,.vny11 shown on said p1rt; nnrl WHEREAS', said Orrage Aprroach Roadway has n-ver 111beer, dedicated to th. public,, is *n.ot a thoroughfnre,, -nd iilsorvos no n' urpose except to afford access froro fh,, t I; iN I it.11Ilk F"A113., th- :;,-Id do not (-,.)n-I f3rr it j i Pni.6 G;+r7r;r PrP; !roa(,.b is or ziwy ;I i v<,,1, o or tureful. to tbom am w.;norr of tho eforc ;rd.d lot:., I� 01.4a do connider th.;t s,&td .'propo ed repInttirify of A"Pid li innci t7ill bring al)out o morn substantial andi destrrlblo i development of said area; 1110,1,', TIEREFORE, in considoration of thc• pre- �i r.,ises and of the sure of ono dollar by each of thf., p,-Irtl es I I horeto to the other paid, the pasties horeto her�t)y #:gree tivith each other : f� 1. Thtat sf,id purc:hatsers Jointly rncl severrAly 4 hereby forever relinquish rand release to srtid eor ort.ti�>n i, - . . to each other e.11 and every ri-hty priviloge, ety::Pcr.F'nt +I :1 Ci C lcn� 111 t;�1�''y �1�Vt?, O:^ t0 'i;I i,-h they ;11Flr be �"mti1:1�c.-'d, to i I� require that said s ,;+• . ..A ro ,ch Roadway lying north of i` tbe; north line of' lot as sYinwn on said unrecorded. plot I be keit open, or be demm-1. or d-onsidere(i as A ro6drr,iy or I I, pass£,11;e- �ay for anyr,, oso whatsoever, nrid do horc-by con-- 1I i{ i sent anu a .ee MaPt 5C.Ad Ar.-fir=.)ach For:dwf>y riic,y be + iI r er-,.,3ncntly clo _,ed ilnl thf% "('e Sih'PlO title fully con- fi v2yd,6 by sold corpor?tia.', fre,F ;and cl.f:�r'-o,f ,any rirYlt Of + lI n3_?(: �-1rC h".i4;rw �;) ,;C1;a '�:. thc2°�:'a�� '+ 2. Th t t ,�, "c�r�:�;oi�: role.,:--,e :nd rellncui sb - i; 0 L m -.10 rnd its corpornte se..rl to tl ,� 1 o, .,I rlt tO bf Its- d-oly nixthorizod officcrs, and iald pi.ix- h�ive here-into ,;ot their hands and souls, LtIhP-. d.+-•yL 9,nd year first fAbove writter14. Si ned, scnled and d(-,- IR-C-D-S ORPOR TI 0 N. D�S OR PO', livored - In presence of; i' ?�:- .�� ,^ '' A/V by Its PTV, ATTIESS"T Z,e?( `j Aq to R-C-B-S,Corpor ion Its Secret;:-.ry- o r, AL) Arthur. A. Leuq,'h11Ln an ("'EAL) J A§ to Laughlin at ax. TLI.Sle r. L'91A,�Ai In (SEAL) Glover Weiss S EAL) to S e,t ux. Dorothy P .9. "'Iciss. o -I!-, SEAL) AL) 0 -Jollnuo Cow, SEAL) rA%s to Cowles et ux. Annabelle S, Cowl e1 'OT"'T-F. OP FLOBIDA.. II ,I n iti',t! Gt"'.r�'. �' 'y. i:r'''t 7fl t ti1.f d 'Y2 bf'iG3'f? JJ ofi.fiYY.r� ° {:clly �17.7.i;�t ? �• , : 1.1.1 t"Iv, 15t,.!tc ofor,�£rm.vl r,t;c+ Ln I.i1r, .oma j,.�,'i r'� I'` 1 f, !l '1 r. 1 !' r r /� �.f. . 1. Ct .)��1C} r��. ..i_ rfl(.nti,r� �1�r.��!I/r.! �. I-, i!T + i"o `{( I.r rr i,,J.fo I'7 ^ir! C. Lr�.a ;t11.3. r;, to nc t;o lac; the ocr--orra cir::>(,,,,Ibcd :in rn(C ►ho eY-r c,Atcrl thr, forr,, oint ' S.r)S trurar.,nt, t)i�t th(jy before me that th,--.y (� c r-utcd t,hR. : rm—,:a. .t WITNESS my hr:nd r;rjd offtci�A- sc=1 in "thp County - nd i( U, t'., ln-st aforesvid this dny ofL � A. D. 1944. (� N Aimv ;',+i' Ir ___ -_.��.....�- +------:r—or.-----------------`.fir Tt"'+w..�n+.•..�.�rw Tr.T•�.w.,1►r,y,..,..�,yi..�t�,�— , rte t of Florida, County of nv.vl. l R.FFTFY. CrP.TIFY, that on this dny, beforr, MP, officer duly a.uthoriced in the State End in' tno County taforAs ld to tE4ke ecknowledgm-r!nts, personrtlly r.;-,pcz'r r•d Glover .end. his Nvifo Dorothy R. %'eiss, to vie known to be uhe -ocvsons described in Prid who oxc,c1ited th-- fortoln.- instru- ment, r:,nn thr.t they acknowledl;ed before me thrt they executed th0 :"me. WITNEFS my himd rind f. icix-1 deal in the County -,ne. Str tc last aforesaid this day of July A . D. 1944- } i � ,pie FInlllia .' • ' `1..�:cuill�JiSSJIIJLCl`Aiic6 XIF:. State of Florida, Co:tnty of Duvrlx i Hf I`�riv C"F T1! -1 1.hi't 'rt.en -.i.s dt`y., befor m 1, t oif fL icer dal.- nutho.rA z(f d j.n ;,h = St;itr: a' orc r,,,id ttie f Cou.,t;� ^ farr� :;5 c, to tr;k li rrohn u. Cowles -: -nd his wife xin&kiolle S. Cowles to TQC I, I t A 1, Olvmo1i3, 411 111 Ll%t, D,va( Covf,b rn pc j r ST 4. *.ritri.T ii (07 z lot, tiN 105 1 4 J,.I 1011 S TA, 103 1 HE! 7,?t to 44, Z T loz Pr c 69t z E uses 101 < their LLI -4-7.7 carth�sro loo L a t 99 98 0 701 S 97 Lot i. D,,.3. 2 9 G G—. La I, r, N"- • r; 95 1 HE ' X I N- p the P. 94 14 Vit 3 69: 9z Tti. CC jo,c r; 91 11 of tht < 90 x ZY4. 89 <1 88 or4 u . 67 Z 86 135 T 6307 Q�V1!3759 QUIT-CLAIM OFFICIAL RECORDS ,% Made this 3 r day of March, A.D. 1987, BETWEEN John H. McManus, III and Lynn R. McManus, his wife, of the County of Duval, State of Florida, parties of the first part, and John H. McManus, III and Lynn R. McManus, his wife, D. Lee Ross and Donna Ross, his wife and John Podzamsky and Susan Podzamsky, his wife, collectively as tenants in common, whose address is 901 Blackstone Building , Jacksonville, Florida 32202 , of the County of Duval, State of Florida, parties of the second part, WITNESSETH: that the said parties of the first part, for and in consideration of the sum of Ten and No/100-------------- ($10.00) Dollars, in hand paid by the said parties of the second part, the receipt whereof is hereby acknowledged, have remised, released and quit-claimed, and by these presents do remise, release and quit-claim unto the said parties of the second part, and their heirs, successors and assigns forever , the following described land, situate, lying and being in the County of Duval, State of Florida, to wit: Part of Government Lot One (1) , Fractional Section 9, Township 2 South, Range 29 East, Duval County, Florida, being more particularly described as follows: Bounded on the south by the north line and an easterly extension (for a distance of 25 feet) thereof of Lot 80A, North Atlantic Beach, Unit 3, R-C-B-S Corporation, according to plat thereof recorded in Plat Book 15, page 93, current public records of t Duval County, Florida; bounded on the east by the west boundary 1 lines of the lands described in deeds from R-C-B-S Corporation to Glover Weiss and Dorothy R. Weiss, his wife , recorded in Deed Book 1047 , page 66 and Deed Book 1047 , page 69 , ,-,to A.A. Laughlin C _ and Elsie C. Laughlin, his wife, recorded in Deed Book 828, page 280 , and to Benjamin Munnerlyn and Margaret S. Munnerlyn, his wife, recorded in Deed Book 1152, page 428, of said Duval County public records; bounded on the north by the south boundary line of the lands described in a deed from R-C-B-S Corporation to Elizabeth R. Church recorded in Deed Book 1132 , page 50, of said lines of the lands described in deed from R. P. Permenter and Alice T. Permenter , his wife, to J. D. Raye and Marjorie Rayer his wife, recorded in Official Records Book 2472 , page 219, of said Duval County public records and deed from Alice Tucker Permenter , an unremarried widow, to John H. McManus, III and Lynn R. McManus, his wife , recorded in Official Records Book 3874, page 761, of said Duval County public records. This conveyance is made subject to taxes for 19871 applicable zoning laws and ordinances, and all encumbrances, liens, ,covenants, conditions, reservations and easements, if any, of record and the following reservation: With respect to the above described land and this conveyance, Grantors except and reserve unto themselves, and their heirs and . assigns, forever , the following: 1. An easement over and across the above-described land, in common with others, for ingress and egress, to and from Grantors nronerty described in Deed recorded in Official RPCnrAm Rnnk iU7 rJS5:3 OPFICIAY 1 It is the intent hereof that each husband and wife shall own their respective undivided one-third interest in the above described lands jointly as estates in the entirety. TO HAVE AND TO HOLD the same together with all and singular the appurtenances thereunto belonging or in any wise appertaining , and all the estate, right, title, interest, lien, equity and claim whatsoever of the said parties of the first part, either in law or equity, to the only proper use, benefit and behoof of the said parties of the second part, their heirs, successors and assigns forever. IN WITNESS WHEREOF, the said parties of the first part have hereunto set their hands and seals the day and year first above written. Signed and Sealed in Our Presen � � �� ! c�/�lC'f'uG/.0 ` "" /v •/, lC �(',' SEAL Jq n H. McManus, II'I M6, SEAL LyRb R. McManus State of Florida County of Duval Before me personally appeared John H. McManus, III and Lynn R. McManus, his wife, to me well known and known to me' to be the individuals described in and who executed the foregoing instrument, and acknowledge) to and before me that they executed the same':•for the purposes therein expressed. WITNESS my hand and official seal this of March, 1987;11�;gat Jacksonville, County and State aforesaid. a, Notary Public in e(na for he c41County and State Aforesaid. 0-7, My Commission Expires: iy PU6116, SM6 of Florrds My commission Expires Sept. 7, 1990 -STATE ol^ ID FLORA� ,DOCUMENTARY ., ,. 5TAMP TA,X ( _ VEP OF REYENU1r 0,�z FORM +7a R1NANCIA%.PRINTING 00viq•WY Vot 6298 Pc 20 OF-- Fi iALREG`E)RO.S *, u�t��la�m deed Made this /' r' y day of March , A. D. 19 87 BETWEEN WADE S . RIZK and LOIS RIZK , his wife , of the County of Duval , State of F l o r i d a part i e s of the first part, and JOHN H . MCMANUS , III and LYNN R . MCMANUS , his wife , UAov, 1 S cm l 155 C uc S;c-)%-�_ 'SO c,I nvk�l\\�� VLot 'S t2o-1, of the County of D u v a 1 , State of F 1 o r i d a ,part ies of the second part, WITNESSETH: that -the said part i e s of the first part, for and in consideration of the sum of Ten and No/ 100 -- ------------------------------------- -------- Dollars, in hand paid by the said parts e s of the second part, the receipt whereof is hereby acknowledged, have remised, released and quit-claimed, and by these presents do remise, release and quit-claim unto the said part i e Sof the second part, and t h e i r heirs, successors and assigns forever, the following de- 4 scribed land, situate, lying and being in the County of D u v a 1 , State of Florida, to-wit: Part of Government Lot One ( 1 ) , Fractional Section 9 , Township 2 South , Range 29 East , Duval County , Florida , being more particularly described as follows : Bounded on the south by the north line and an easterly extension ( for a distant of 25 feet ) thereof of Lot 80A , North Atlantic Beach , Unit 3 , R-C-B-S Corporati according to plat thereof recorded in Plat Book 15 , page 93 , current public records of Duval County , Florida ; bounded on the east by the west boundary line of the lands described in deeds from R-C-B-S Corporation to Glover Weiss and Dorothy R . Weiss , his wife , recorded in Deed Book 1047 , page 66 and Deed Book 1047 , page 69 , to A. A. Laughlin and Elsie C . Laughlin , his wife , recorded in Deed Book 828 , page 280 , and to Benjamin Munnerlyn and Margaret S . Munnerlyn , his wife , recorded in Deed Book 1152 , page 428 , of said Duval County public records ; bounded on the north by the south boundary line of the lands described in a deed from R-C-B-S Corporation to Elizabeth R . Church recorded in Deed Book 1132 , page 50 , of said Duval County public records ; and bounded on the west by the easterly boundary lines of the lands described in deed from R. P . Permenter and Alice T. Permenter , his wife to J . D . Raye and Marjorie Raye , his wife , recorded in Official Records Book 2472 , page 219 , of said Duval County public records and deed from Alice Tucker Permenter , and unremarried widow , to John H . McManus , III and Lynn R . McManus , his wife , recorded in Official Records Book 3874 , page 761 , of said Duval County public records . TO HAVE AND TO HOLD the same together with all and singular the appurtenances thereunto belong- ing or in anywise appertaining, and all the estate, right, title, interest, lien, equity and claim whatsoever of the said parti e s of the first part, either in law or equity, to the only proper use, benefit and behoof of the said part i e S of the second part, t h e i peirs, successors and assigns forever. i in Witness Whereof, the said part i e s of the first part ha v e hereunto set t h e i r hands and (�+ seal S the day and year first above written. J Signed and Sealed in Our Presence: -_._.... X - - -- -------------SEAL C.-- ) k n r'l --X------------- ------------SEAL __ Lois Rizk --------------------------------------------SEAL - ----------------------------------------- a; � S:Ti4�TE o � LC�]RID. T ? E DOG�U Et i'Y'..-� STQM KJA, STATE OF FLORIDA iiP70 ivENU� t t ff+f 1144= D u v a l ss• COUNTYOF- ------- ------------------------------ W d Before me personally appeared-------_ d e S . R 1 Z k room oil VCL 6298 Pc 287 Quit-flaim Beed OFFICIAL CIAI RECORDS Made this 11 t h day of Ma r c h , A. D. io 8 7 BE'T'WEEN ALICE TUCKER PERMENTER , an unremarried widow , of the County of D u v a l State of F l o r i d a , part y of the first part, and JOHN H . MCMANUS , III and LYNN R . MCMANUS his wife L�� 4 (M MSWt kS '-tol A?-L-DG^ 3,auc.S0N U,NL J t`l • ';r i-1 of the County of U Uva State of ?1 o d a part e s of the second part. Ten d t1 d O/T& that-the sa4d party---of the first part, for and is considerationofthe sum of U - - - - -Dollars, is hand paid by the said part i e s of the second part, the receipt whereof is hereby acknowledged, ha remised, released and quit-claimed, and by these presents do remise, release and quit-claim unto the said part i e s of the second part, and t h e i r heirs, successors and assigns forever, the following de- scribed land, situate, lying and being in the County of Du v a 1 State of Florida, to-wit:. I Part of Government Lot One ( 1 ) , Fractional Section 9 , Township 2 South., Range ,29 East , Duval County , Florida , being more particularly described as follows : Bounded on the south by the north line and an easterly extension ( for a distance of ,5 feet ) thereof of Lot 80A , North Atlantic Beach , Unit 3 , R-C-B-S Corporatio- accirding to plat thereof recorded in Plat Book 15 , page 93 , current public records of Duval County , Florida ; bounded on the east by the west boundary lines of th.- lands described in deeds from R-C-B-S Corporation to Glover Weiss and Dorotny R . Weiss , his wife , recorded in Deed Book 1047 , page 66 and Deed Book 1047 , page 69 , to A. A . Laughlin and Elsie C . Laughlin , his wife , recorded in Deed Book 828 , page 280 , and to Benjamin Munnerlyn and Margaret S . Munnerlyn , his wife , recorded in Deed Book 1152 , page 428 , of said Duval County public records ; bounded on the north by the south boundary line of the lands described in a deed from R-C-B-S Corporation to Elizabeth R . Church recorded in Deed Book 1132 , page 50 , of said Duval County public records ; and bounded on the west by the easterly boundary lines of the lands described in deed from R. P . Permenter and 'Alice T . Permenter , his wife to J . D . Raye and Marjorie Raye , his wife , recorded in Official Records Book 2472 , page 219 , of said Duval County public records and deed from Alice Tucker Permenter , and unremarried widow , to John H . McManus , III and Lynn R . McManus , his wife , recorded in Official Records Book 3874 , page 761 , of said Duval County public records . TO HAVE AND TO HOLD the same together with all and singular the appurtenances thereunto belong- C ing or in anywise appertaining, and all the estate, right, title, interest, lien, equity and claim whatsoever of the said party of the first part, either in law or equity, to the only proper use, benefit and behoof of the said part 1 e s of the second part,t he 1 rheirs, successors and assigns forever. In Witness Whereof, the said party of the first part ha g hereunto set her hand and seal the day and year first above written. Signed and Sealed in Our Presence: l � � AA uc er Fermenter ---SEAL - ----------------------------------------- -------------------------------------------- i��•�c^�.-T- - T. •Q� .. .. �----SEAL - F�OR10A ----------------------------------------- bi •DOf'UM EtJTA R'Y ST M 7a + •" EPT,0E REVENUC " 3 STATE OF FLORIDA Duval 'COUNTY COUNTY OF--------- -----------------------•--•----- •f r..t.....t-.'tea..-1L-.�'�.�i��.� Before me personally appeared.......A1 1 c e Tucker P e rme n t e r a n u n r e m a r r i e d widow--------------------------------------------)his kil1t@_ to mp mall knmmn Y DATE: PRE-SERVICE. DIVISION JACKSONVILLE: ELECTRIC AUTHORITY 2J3 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPE:CTION(S) HAVE BEEN MADE AND ARE SATISFACTORY : __ti - - _v Enclosed are the glue copies of the permits. SINC;/ERELY, � f BUILDING INSPE:CTIUN DIVISION cc: F ILE i CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT 0 " t. f TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: i IN CONSIDERATION OF PCRMIT GIVEN LDI'N THE WORK AS DESCRIBED IN THE FOLLOWING, WE HLREBY AGREE TO PERFORM SAID WORK CE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACC THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. TRI FIRM: TJc NAME TN 9.QADDRESS: ILI Ew,r'd' A)�1 RFO gOX I BLDG.SIZE BBTWESN: RES. APT. ( I COMM. ( } PUBLIC ( I INDUS, ( 1 NEW( } OLD( 1 REW. ADDITION ( ) TRAILER 1 ? TEMP, ( } SIGNS ( I So. FT. SERVICE; NEW( I INCREASE ( I REPAIRK FEE C Np CTOR SIZE AMPS PP ALUM WITCH OR BREAKER r 3n 0 A .�_ PH W VOLT RACEWAY _ EXIST.SERV.SIZE 9,66 AMPS PH W VOLT RACEWAY FEEDERS NO, SIZE N0. SIZE _ NO. size LIGHTING OUTLETS CONCEALED `^ `rM OPEN ' TOTAL w RECEPTACLES _ CONCEALED OPEN TOTAL --„ 0.30 AMPS 11.100 AMPS SWITCHES INCANDESCENT FLUORESCENT a M.V. FIXED 0,100 AM i. OVE11 APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR_ OTHER MOTORS AMPS CELL HEAT: KWH --J EAT 0.1 OVER - MOTORS H.P. VOLTAGE PHS NO, I H.P. VOLTAGE1 PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. , ,T CITY OF ATLANTIC BEACH oA7� I I L L 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 r "x OFFICE:(904)247-5826•FAX NO.:(904)247-5845 ' BUILDING-DEPTCCOAB.US ;:191• MECHANICAL PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.IS THIS A SUB PERMIT: "' 3.DATE: �� /► ❑NO ,{/LCy� v� YES PERMIT#: r (01 PROPERTY OWNER: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: MECHANICAL CONTRACTOR: 7.NAME OF COMPANY:r n 8.ADDRESS.: ::.6, 1(0C /��5 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHONE: 11.FAX NO.: 12.EMAIL ADDRESS: 13.OFFICE PHONE: 14. J-�)el ^'C030 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if wo ' of co m ced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any ti a r i nced. CONTRACTORS SIGNATURE: 15.CLASS OF WORK: 16.BUILDING: 1 .SER CE:. IA.CURRENT CODE: NEW INSTALLATION ❑NEW ESIDENTIAL '06 FLORIDA BUILDING CODE- ❑REPLACEMENT OF EXISTING SYSTEM 1 EXISTING ❑COMMERCIAL 'MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM (( ❑REPAIR ❑OTHER MECHANICAL EQUIPMENT TO INSTALLED: 19.HEAT: ❑SPACE ❑ RECESSED )!S-CENTRAL ❑FLOOR BURNERS: 20.AIR CONDITIONING: ❑ ROOM ENTYW 21.DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: Cfp 22.REFRIGERATION: MAX CAPACITY: cfm 23.COOLING TOWER: CAPACITY: gpm 24.FIRE SPRINKLER: NUMBER OF HEADS: 25.LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: ❑PUMP ❑WELL ❑PIPING 29.GAS PIPING: #OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC. IVALUE FOR OTHER ITEMS: 31.COOLING EQUIPMENT: AIR CONDITIONING REFRIGERATION EQUIPMENT,CONDENSORS ETC. NUMBER APPROVING OF UNITS PIESCRIPTION MODEL# MANUFACTURER TONS AGENCY 32.HEATING EQUIPMENT: FURNACES.'BOILERS FIREPLACES AIR HANDLERS ETC. NUMBER OF UNITS DES9qPTION MODEL# MANUFACTURER BTU AGENCY '0 Od 33.TANKS: NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY BLDG04 Permit Appticaton Mech:REVISED:12/18/2008 e� ,AOR A FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION NOTICE TO PROCEED Permit Number: DU-308 Permittee: Permit Expires: February 28, 2005 Virgil G. Pelham 2127 Beach Avenue Atlantic Beach, FL 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 cantilevered concrete retaining wall, a 4-inch thick concrete sidewalk to and landward of the proposed retaining wall, a 4-foot wide, open, wooden, elevated, post-supported beach/dune walkway, remove and replace frangible concrete pool deck in same location, remove existing seaward wood stairs, excavation and placement of fill. Project Location: Between approximately 180 feet and 260 feet north of the Department of Environmental Protection's reference monument R-42, in Duval County. Property Address: 2127 Beach Avenue, Atlantic Beach. Special Instructions: A preconstruction conference is required. Questions regarding the permit or this notice should be directed to the undersigned at: Office of Beaches and Coastal Systems 3900 Commonwealth Blvd. - M.S. 310 Z Tallahassee, Florida 32399-3000 Dfate of Notice Dana A. Latino, Engineer Telephone (850) 488-3180 DAL/jg cc: Permit File Permit Information Center Bobbie Nelson, Field Inspector City of Atlantic Beach Building Official DEP FomM31 ft,,.o1/ Post Conspicuously on the Site ♦♦l� r r�./�yy ids. ��lN 4AGlKir01 s Department of >roR A Environmental Protection Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard David B.Struhs Governor Tallahassee, Florida 32399-3000 Secretary March 4, 2002 Virgil G. Pelham 2127 Beach Avenue Atlantic Beach, FL 32233 Dear Mr. Pelham: NOTICE TO PROCEED PERMIT NUMBER: DU-308 PERMITTEE NAME: Virgil G. Pelham 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 complies with any preconstruction requirements described in Special Permit Conditions 1 through 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 February 28, 2005. 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. Virgil G. Pelham March 4, 2002 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 Virgil G. Pelham March 4, 2002 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. Unlcss 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 Virgil G. Pelham March 4, 2002 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. Sincere , X 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 STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Office of Beaches and Coastal Systems 3900 Commonwealth Blvd. - Mail Station 300 FLOR A Tallahassee, Florida 32399-3000 (850) 488-3180 PERMIT NUMBER: DU-308 PERMITTEE Virgil G. Pelham 2127 Beach Avenue 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 December 10, 2001, and was determined to be complete pursuant to rule on December 10, 2001. 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 Delegation of Authority, DEP Directive 137, effective June 21, 2001. 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: February 28, 2005 LOCATION: Between approximately 180 feet and 260 feet north of the Department of Environmental Protection's reference monument R-42, in Duval County. Property Address: 2127 Beach Avenue, Atlantic Beach. PERMITTEE: Virgil G. Pelham PERMIT NUMBER: DU-308 PAGE 2 PROJECT DESCRIPTION: The applicant is authorized to construct the following: 1. A cantilevered concrete retaining wall approximately a maximum of 82 feet seaward of the control line with exterior dimensions of 10 inches wide in the shore-parallel direction by 69 feet long in the shore-normal direction with bottom and top elevations of wall at +15.0 feet (NGVD) and +22.0 feet (NGVD), respectively. 2. A 4-inch thick concrete sidewalk to and landward of the proposed retaining wall. 3. 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 seaward line of vegetation. 4. Remove and replace frangible concrete pool deck in same location. 5. Remove existing seaward wood stairs. Excavation/Fill 1. Total volume of excavation: Approximately 20 cubic yards. Volume of net excavation: None; excavated material to be placed as fill on the project site. 2. Location of excavation: From approximately 60 feet to 82 feet seaward of the control line. 3. Maximum depth of excavation: Approximately 8 feet below existing grade. 4. Volume of imported fill to be placed: Approximately 100 cubic yards. 5. Location of imported fill from.excavation to be placed: From 60 feet to 82 feet seaward of the control line. SPECIAL PERMIT CONDITIONS: 1. 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. PERMITTEE: Virgil G. Pelham PERMIT NUMBER: DU-308 PAGE 3 2. 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. 3. The deck of the walkover structure shall maintain an elevation above the existing dune vegetation canopy, and the width of the structure shall not exceed 4 feet. The piles for the walkover structure shall not be greater than 4-inch by 4-inch posts and shall not be encased in concrete. The walkover shall extend at least up to the existing line of vegetation but not further than 10 feet seaward of the vegetation. The optimum siting of the walkover structure shall be determined by the staff representative during the preconstruction conference to provide maximum protection to the existing dune topography and vegetation located on the site. 4. All imported fill material shall be obtained from a source landward of the control line and shall consist of sand which is similar to that already on the site in both grain size and coloration. This fill material shall be free of construction debris, rocks, or other foreign matter. A sample of the sand shall be provided to the staff representative during the preconstruction conference. 5. All rubble and debris resulting from this construction shall be removed to a location landward of the coastal construction control line. 6. No new exterior structural or landscaping lighting is authorized under this permit. Approved plans are incorporated into this permit by reference. Done and ordered this_LVday of 2002, in Tallahassee, Florida. Attachment: Standard Permit Conditions FILING AND ACKNOWLEDGEMENT State of Florida FILED, on this date, pursuant to S 120.52 Department of Environmental Protection Florida Statutes, with the designated _ Department Clerk, receipt of which is hereby acknowledged. E. Olu. Sawyer, P. E. Ad nistrat6r-- . OvZ Office of Beaches and Coastal Systems Deputy Clerk Date , `t S. GORDON BLA� K, ESQ. COPY DENTEN 120 2301 Indepen(1 n Sq tla Y.o ST ATUTI-Hr WgHH AN{`/ F•F FIt r Jacksonville,' F]a. 32202 war, flantDeed !Al,y U; Flr!A 't.l `t1 THIS INDENTURE, Made thus 25th Ilaly of July A.D. 11y 7c3 IIEI'WI+N WILLIAM E. LAMB and EARLINE LAMB, his wife, of, Ille n(y._.nG -- State of Florida part les 1 the ural 11;1r1, .nld RONALD E. HAYWARD�ad DOROTHY S. HAYWARD, his wife, ' 1 l1 nl IIIc Comely of, Alachua State 111 Florida part les .11 Ille se„Trld pall. WIrNESSETH: That the said parties of the fent pall. tot and In coliNidcration ol'ihesolo .1i -------- Ten and 00/100--- t111I►.II .. -------------- ---- --------------------------- 111 them in handpaid aid by the said harlic'S I1 Illi e'(111d 4111. the WCC'Ipl \\hewol 1� helcb\ .1i1 IL 11\ ledved. have .pled, 11:II C.11111'll .Iii l 1011 i 11 Illy x:1111 part ies 1 111 rel• II,I 1 ,111. their hellsalld as"'Igils lolo'cl. file l01l11\\u1; 111', 111?cd laild, ailUalc. 1\11W atlll 11elili III 111'. Colinly of Duval .State 111 I 1,it 1,1 1\II A part of Goverment Lot 1 , Fractional Section 9, Township 2 South, Range 29 East, more particularly described as follows : Commencing at a point on the Northwest corner of Lut 80A, North Atlantic Beach Unit 3, R-C-B-S Corporation, according to plat recorded in Plat Book 15, page 93 of the current public records of Duval County , szicl corner being the intersection of the North line of Lot 80A and the Eastern right-of-way line of Seminole Beach Road (County Road leo. 608) ; thong' run Northerly along said Eastern right-of-wily line of said road , 17') feet to the point of beginning ; thence- run E,isterly at right an111L's to said right-of-way line , 499 . 96 fejt to an iron pipe, said pipe beirl-i located 8 feet more or less West of the top of the Beach Dune lint' ; �X thence , continue in the said Easterly direction 12 feet more or]r �,ss ca to the Present High Water Mark of the Atlantic Ocean; thence run in .I o Northerly direction, at right angles to the above described South boundary line 75 feet; thence run in a Westerly direction, at right Q angles to the above described East boundary line 12 feet more or lass to an iron pipe, said pipe being located 9 feet more of less, West of J`"d .....,, the top of the Beach Dune line; thence , continue in the said Wcsterh, direction, 498. 51 feet to a point on said Eastern right-of-way lite ut said road; thence, run in a Southerly direction 75 feet Lo the point �a4t•r_j' of beginning, excepting from the above described the Westerly 226 feet. . ,1Q a La 1Z'r Z ^' W 0: 'a And the said part ies ul the Inst part do Ileret\ tt;ill, \\arr.rlll the title to said iand. and will dcicnd 4 2 0 1111 the same against the lawtid clauns of all persorls whoina111`\er. N —Oa as 'no olutnlrl IN WITNESS WHEREOF, the said part ies of the (lrst pati have herointo set their band s anJ seals the defy jlnd year first above written. AM03 SIGNED/IN SEALED IN SOUR PRESENCE: )v Anu i.. ------------------ ...... ..'.1.._._'__. ---- j----------`-.`.•-----`=•--•--.._.._._ (SEAL ` -William E. Lamb r SF Al ) � ._.'_.-_____•..•'._'.'_"___".__.._._ I r. _..__._._:c�_La.��..1s7.-..-_..._-..._._____..- (�1FAI I arline Iamb Isl Al ) S"1 A IT OF FLORIDA ss. ,. C'oUNT'Y OF .....DUVAL i f Lot 83' and the South j of Lot 84, North Atlantic Beach, Unit #4, _according to the plat to Deed Book 1047, page 72, of . the Public Records of Duval County, ;�ldrida. "-201 November S, 1971 For: J . D. Raye F Rechecked : Augsut 3 , 1932 C + J'p "- urtia, >; Kooker For : John Bagi , Sr . �•, datf �s a �" ,veyors and Planners Lorena June Bagi ani z o aKathleen M. Bagi nty Life Bldg. 'fir H Registered Surveyor r)- ; ille, Florida Sertras N . Russell # 1209 - Florida I 4Nt0-3 See Sheet 2 for certification . o }1 y a �= D. x- r-w'r Boss w/ 02�d g �o Cvsl /✓rl•G 4S �` f as o a 3 t4 C - =' 'y h t I t wrr Z o � V aOk � O '� J )L O N 3 Qr � seg N.s,� 1N 0 woo paN wALtc-wA Y- jo !✓-.89° ,SO'E 177-4 e1' o s' / fid 7'1C 00o vJ�41cMMO wAYs �'t rs N =/O' D lZ¢,' •�s 7��J� J /� for�4r z z. - vot b5J5 t-2179 � EXHIBIT "A" Parts of Lot 83 and the South 1/2 of Lot 84, North Atlantic Beach, Unit No. 4, according to the plat thereof, attached to Deed Book 1047, page 72, of the Public Records of Duval County, Florida, more particularly described as follows: Commence at the Northwest corner of Lot 80, as shown.on the plat of North Atlantic Beach, Unit No. 3, recorded in Plat Book 15, page 93, of the public records of said county; thence North 4 10' West, 100 line of Garage Approach Fnl-IIlwty as shown on said North Atlantic Beach, Unit No. ' ;'Lie Point of Beginning; thence North 89050' East, 1'17— ;et along the Southerly line pf said Lot 83 to the center of an existing concrete bulkhead; thence North 17023' West, 78.52 feet along the said bulkhead to a crosscut in the North line of the South 1/2 of said Lot 84; thence South 89050' West,., 159.6 feet along the North line of the South 1/2 of said Lot 84 to the Easterly line of Garage Approach Roadway; thence South 4010' East, 75.18 feet along the said roadway to the,Point of Beginning. Together with all of that certain piece, tract or parcel of land lying betweeri' the extensions Easterly of the Northerly and Southerly lines of the aforesaid described property between the, aforesaid daeer-.bed concrete bulkhead and the Atlantic Ocean, _wa._..-._ together with---&1-1sand singular the riparian and littoral rights thereunto belosi fig"or' in`any wise appertaining. � d t i nent Lzt i, Frac`i-nal Section 9, :ownsrip 2 Sc,:-,h, Far}6e 29 East, ln�re particularly described as follows: poi-,t cn the I+ort'west cc,rner o1 Lot 80A, North Atlantic Beach Unit 3, R-C-B-S Corporation, according to Plat Book 15, .Fage 93, of the C---rent Puclic Records of Duval County, said corner being the intersection of the t 8CA and the Eastern Rietht-of-way line of' Seminole Beach Road (County Road No. u0b); thence run Northerly rn Ri,.nt-of-way line of said Fcad, 175 feet to the Point of Beginning; thence run Easterly at right angles '-way line, 499.95 feet to an iron pipe, said pipe being located 8 feet more or less West of the top of the thence, continue in the said Easterly direction 12 feet more or less to the Present High Water Mark of the thence run in a Northerly direction, at right anjes to the above described South boundary line 75 feet; Westerly direction, at right angles to the above described East boundary line 12 feet more or less to an pipe being located 9 feet pore or less, »est of t:he top of the Beach Dune line; thence, continue in the ` rection, 498.51 feet to a point on said East_rn Right-of-Way line of said Road; thence, run in a Southerly t to the Point of Beginning] excepting from the shove described the westerly 226 feet. '7 For: Walter D. Griffin, Jr. - Scale: 1"=30` a 314 board3 .54" ': �o cut 6 32' 21.7 Conc. bt4i �c• 13/OCA' la V B 2 ,' 2a' 11' t.s �M k C •� '� 'Y i - concrete .- If�� WALK= 1_ 1V [RWO.iPAr/o17.7• )r-cut ,� lt� S5.3b 40 6l ?0' 4' 90 ;,0- 28 r� RfCf97JrIED: JULY 12, /979 p�. pR1riCA yn ' v FOR: OR. W E.LAMB CD, Q OevEroQs 'o �� * P10. 708 � /'r i• ac LkVC FlOR/DA T. 4 Q QST °Ts�F F VL �a .r• 0) AOY Rn✓ vnePrif erreAfri- JU-ArAl I/A//rAIA 9 11a it 04 0.7 l i 74 M&AORANDUA OF AGREE.dENT, ;rade the day of A,. D. 1944, between sx:d among R-C-B-S 7,POHt1TI ta, a corporation, her�-inefter called the corpor- ration, ARTHUR A. LA33HUN and his wife, ELSIE C. LAUGHLIN, 1 GLOVER A7LISS :end his wife DOROTHY R. WEI::S and JOHN S. � I �1 ^OIVdLES :and his vife PINADELLE S. CO'WLES, hereini.fter called � ourchasers: *-gFRE,S, the corporation was formerly the owner i lin fee simple of all that certain tract of land lying be- tween Sen:'nole "each Road anJ the Atli+ntic Ocean in gov- `ern.4nnt lot 1, fractional section 9, and lot l of division 3 of t;. Ar�dr4;r DeWees Grant, all in township 2 south, range 29 eLst, in Duval County, :Florida, as shown on a cert,'jin unrecorded plat entitled "Horth Atli-ntic Beach Unit No. of woich a true photostatic copy is attached )art hereof; and t I i� W 3 P7A', said corporation 'ias heretofore con- veyeJ ts.:iil purchr=sera by deeds of record the certain lards S-nown on seid unrecorded plat as the north half of as .tot 81 „rjr� =11 of lots 82, 83, 92 and 93; but remains N L. ie ovin,:-r in fee of all the remaining land, including the "Geri: ;e Ao roach Roadway" shown on said rnl.rt; )nd r fI WHE,REA:, s4 id Gr.rage Aprrooch Rob(Ilway has n-ver i i been dedic-.t�d to tha public, is not a thoroughfare, and x; serves no .iurpose except to afford access frog the south to t':e lot,- sthown on said unrecorded plat; and iNH`.?.ii&: S, the corporation desires to replat the s✓ portion o" the land lying north of the north line of lot 4 projected westerly to Seminole Beach Road into un- , uroken lots or parcels extending from the Atlantic Ocean ` mn itni rl R,Prni nn1R Beach Road. anti to thAt' -1A 4 V. PAuc 919 -2- NHEREAB, the said purchasers do not c-)nriapr thmt amid Garage Approach Roadway is or :raw e of value or useful to them as owners of the eforesr,id mot;, .; and do eonsider that saidlproposed replattir.s, ^p grin lend will bring about a more substantial development of said area; N'Or, TREREFORE, in considerPti.on n' the -,)r-- vises and of the sum of one dollar by etch -�' rt' es hereto to the other paid, the parties hprPto her,ti xr,,rer with each other: 4 1. That said purchasers Jointly hereby forever relinquish Ptnd release tn. ^r- ti-)n and to each other all ?very r:. ht, prjr' I. r�, { and claim th-y have, or to . iii •h they _ t: tl.r ', to require +het sAid�Orra7e .Anpro ch RoPdwtr' Ir ' r. T,- t -f X ! .the north lirrp► oy lot shown cm s-_i xnrecor;--.� F,lrt be kept open, or be deeme- or considered ro-ad w . - or passageway for any p rpose whatsoever, :, rct;. con- ' 4 sent and agree that said Gara-e Ap-rnaeh i Jwr �r he p � permanently clo epi n,' t`.e fee simple titl,, f zl�y cc;n- 4 veyed by said corporati-; free Tann clear o^ i-"' 1 said purchasers to the use thorcolo 2. That th,? foregoing; rele^:e Fn,3 rc' In went shall not be deemed or construed to i � t closing of ssI4 Gara e A n ach Poadwry so-_ith o" t— � i r north line of said^lot all the p7 rties herto under- standing and agreeing that said portion thp.rc3f is to re- main open for access from the south to the lots shown on maid plat as numbers 81 inclusive. i a.. w State of Ploridt ) County of Duval, ) I HEREBY CERTIFY, that on this day, before me, an officer duly authorized in the State aforesaid and in the County aforesaid to take acknowledgments, personally ankeared Arthur A. Laughlin and his wife Elsie C. Leu;hlin, to me knorn to be the persons described in and who exec,itQd the foregoing „r .., instrument, and that they acknowledged before me thrt they :LvAaeuted the same. FITMS my hsnd end official seal in the County and . 0 last aforesaid this , day of� I. D. 1944. ..,. ---------------------------x.7..1 ��.�►r........n..rr r...ari..t------__.-- i State of Florida, ) County of T)uval. r - I E?'REFY CFPTIFY, thmt on this day, befor , me, r.n officer duly authorised in the State Afores id xn�! in the County aforAs-id to take ecknowledgm-nt�, par-ons,lly appeared Glover Weiss and his wife Dorothy R. Weiss, to me known to be the Dersons describpd in encs who executed thr forei-oin� instru- ment, and that they Acknowledged before mp thrt tlaey executed « the- same. _ i WITr SS my hand s,nt4 fi�iNJ_ ee^? 9r thA C-rinty and `,$'Cate last eforAssid this _day of Jl.ly ". 1444• -- State of Florida, ) County of Duvrl. I RFPF.IT:' CPTTIrT. thp.t on tis df-y, be"or r mom, an r officer duly authorized in th- Statn stores. it -w! in the County rforesyid to trke acknowledjnent�, nor-.or,� 11y f,ppetred John S. Cowles end his wife Annabelle S. Cowles, to me known to be the persons described in rr.9 pho r•,xeCnttF the f oregt,i.ng instrument, and that thFy aelnorlpdged befor- 'R" th+,t tliey executer: the sane. VITnESS my hand and official sef,l. in the Cerinty and State laat aforesaid this dny of .hely A. D. 1944• .ls N,OZ •'� �� y�Rs„fi�1✓ t � -ire a-_ 4 Ir R v _ 99 i CI n 1 11 xc b 1 t OG L p - 0 y a �, t' t :0 • V, rye' p Lis% R -aN i s 'BUS � q t 661A* -r Q� t+�, OO\ 3 1 101 01 -11y1 t� 1 "'� v a;4 0 AW" Z z EOE a�� pC•t 1 t01 N 4QH 1 (;Ox _ -- 12 pill : y01 9d` Tot 64 usk.4 V y 1, AFFIDAVIT STATE OF FLORIDA COUNTY OF OKALOOSA BEFORE ME personally appeared GEORGE BULL and MARY T. BULL, who after being first duly sworn, said as follows: 1 . That R-C-B-S CORPORATION was a corporation organized under the laws of the State of Florida, and that said corporation has been dissolved, 2. That the affiants were directors of the corporation at the time of its dissolution and now are duly qualified to act as the trustees of said corporation. 3. That the affiants constitute a majority of the board of trustees now existing of said corporation. 4 . That the act of executing the foregoing deed to RONALD E. HAYWARD and DOROTHY S. HAYWARD, his wife, dated March , 1987 was a duly authorized act by the majority of the board of tees . GEORGE BULt Tna"",1 MARY T.' BULL Sworn to and subscribed fore, this March 1987. -- 0 RY PUBLIC STAT F�FLORT,D1� �• M IRES: .. .. NOTARY PUBLIC ST-ATE-CF-FLORIDA MY CONNISSION EXP. JAN, 7 1989 ©ONUEO THRU GENERAL INS. UNO. , FORM 175 RINANCIAN.PRINTING CjDmF)AAN t+') N .a, 14J G, M $4euitwflaim Beed 0 w Made this da of March , A D. 19$7 BETWEEN GEORGE BULL and MARY T. BULL, as a ma it of the board of trustees of R-C-B-S Corporation, a dissolved Florida corporation, Cd Wof the County of Duval , state of Florida part i e S of the first part, and 0 RONALD E. HAYWARD and DOROTHY S . HAYWARD, his wife, 2127 Beach Avenue Atlantic Beach, Florida 32233 G of the County of Duval State of Florida ,parties of the second part, WITNESSETH: that -the said parties of the first part, for and in consideration of the sum of Ten and 00/100 ($10. 00)----------------------------------------Dollars, In hand paid by the said part ies of the second part, the receipt whereof is hereby acknowledged, have remised, released and quit-claimed, and by these presents do remise, release and quit-claim unto the said part des of the second part, and their heirs, successors and assigns forever, the following de- scribed land, situate, lying and being in the County of Duval State of Florida, to-wit: Parcel A, as described on Exhibit 1 attached hereto and made a part hereof. U This deed is not intended to foreclose any rights , if any, of ingress or egress that the adjoining property owners , if any, might have from 14 the south to the northerly end of Garage Approach Roadway, as shown on the plat of North Atlantic Beach Unit No . 3 , R-C-B-S Corporation; this deed is not intended to foreclose any rights , if any, retained d by thq party called "purchasers" in that Memorandum of Agreement recorded in Deed Book 1051, at Page 98 , of said current public records. ro d M 4 TO HAVE AND TO HOLD the same together with all and singular the appurtenances thereunto belong- 4 `y inor in anywise appertaining, and all the estate, right, title, interest, lien, equity and claim whatsoever of aid part of the first part, either in law or equity, to the only proper use, benefit and behoof of the U d part of the second part, heirs, successors and assi forever. `a In Witness Whereof, the said part of the first part h hereunto set hand and j the day and year first aboye'` written. gne and ea d in Our P 6ce: - - - ---------------------- O- C _ ---------- --------SEAL --- - ----- - - -- - - RGE B LL - -- ., ----- — -- --- -------- ----------------- —�--------�--�.cc.-�...�-------SEAL CA — — — --------------- -- ------SEAL -� $ULA------------------ 14 -- - --- -- ------------------- ----------------------------------------------SEAL STATE OF FLORIDA COUNTY OF_0Y).&L9_Q5. ------------------- sa .e AFFIDAVIT STATE OF FLORIDA COUNTY OF OKALOOSA BEFORE ME personally appeared GEORGE BULL and MARY T. BULL, who after being first duly sworn, said as follows: 1 . That R-C-B-S CORPORATION was a corporation organized under the laws of the State of Florida, and that said corporation has been dissolved. 2. That the affiants were directors of the corporation at the time of its dissolution and now are duly qualified to act as the trustees of said corporation. 3. That the affiants constitute a majority of the board of trustees now existing of said corporation. 4. That the act of executing the foregoing deed to RONALD E. HAYWARD and DOROTHY S. HAYWARD, his wife, dated March 1987 was a duly authorized act by the majority of the board of tees . GE R E BULL MARY T. BULL Sworn to and subscribed fore, this dad-of , March ; 1987. O RY PUBLIC STAT FLOR?Dl� . M IRES NOTARY PUBLIC SIVE OF FLORIDA MY COMMISSION EXP. JAN. 7,1989 BONDED THAU GENERAL INS. UND. 4 EXHIBIT 1 Exhibit 1 to Quit Claim Deed dated March e�K , 1987, between GEORGE BULL and MARY T. BULL, as a majority of the board of trustees of R-C-B-S Corporation, a dissolved Florida corporation, and RONALD E. HAYWARD and DOROTHY S. HAYWARD, his wife. PARCEL A Part of Government Lot 1, Fractional Section 9, Township 2 South, Range 29 East, Duval County, Florida, more particularly described as follows: That portion of Garage Approach Roadway as shown on the map attached to the Memorandum of Agreement recorded in Deed Book 1051 at Page 98 of the current public records of Duval County, Florida, which lies south of a westerly projection of the north line of the south half of Lot 84; said parcel being one hundred seventy-five feet, more or less, in length and forty feet, more or less, in width; and, said parcel being adjacent to and bounded on the north by the south line of the land described in Volume 4928 at Page 754 of said current public records, and adjacent to and bounded on the south by the northerly end of Garage Approach Roadway as shown on 'the plat of North Atlantic Beach Unit No. 3, R-C-B-S Corporation, as recorded in Plat Book 15, Page 93 of said current public records. The property of RONALD E. HAYWARD and DOROTHY S . HAYWARD: A part of Goverment Lot 1, Fractional Section 9, Township 2 South, Range 29 East, more particularly described as follows : Commencing at a point on the Northwest corner of Lot ROA, North At I:int i.c: Boac h Unit 3, R-C-B-S Corporation, accordiny to plat• recorded in VlaL Bouk 15, page: 93 of the current public records of Duval County, s.6d cornar being the intersection of the North line of Lot- 80A and the LalsLurn right-of-way line of Seminole Beach Road (County Road No. 608) ; thence, run Northerly along said Eastern right-of-way line of said road, 175 fcot to the point of beginning; thoncu run I::.isterly at right n11411c to said right-of-way line, 499 . 96 feuC to an iron pipe, said pipe bein•i located 8 feet more or less West of the top of the Beac:th Dune lin"; thence, continue in the said CasLcr.ly direction 12 feet more or Ions to the: Present High Water Mark of the Atlantic Ocean; thence run in .� Northerly direction, at right angles to the above described South boundary line 75 feet; thence run in a Westerly direction, at right angles , to the above described East boundary line 12 feat more or les, to an iron pipe, said pipe being located 9 f::et more of less, Wust of the top of the Beach Dune line; thonce, continue in the said WvsLerly direction, 498. 51 feet to a point on sa.id E..cstern right-of-way linv ui said road; thence, run in a Southerly direction 75 feet co the point of beginning, excepting from the above dasoribcd the Westerly 226 feot.. and, That portion of Garage Approach Roadway as shown on the map attached to the Memorandum of Agreement recorded in Deed Book 1051 at Page 98 of the current public records of Duval County, Florida, which lies south of a westerly projection of the north line of the south half of Lot 84; said parcel being one hundred seventy-five feet, more or less, in length and forty feet, more or less, in width; and, said parcel being adjacent to and bounded on the north by the south line of the land described in Volume 4928 at Page 754 of said current public records, and adjacent to and bounded on the' south by the northerly end of Garage Approach Roadway as shown on the plat of North Atlantic Beach Unit No. 3, R-C-B-S Corporation, as recorded in Plat Book 15, Page 93 of said current public records. ►011M �� rlNANCIA LMINTING QUATXV,1V euitwflahn deed Made this da of March , A D. 1987 BETWEEN GEORGE BULL and MARY T. BULL, as a majority of the board of trustees of R-C-B-S Corporation, a dissolved Florida corporation, of the County of Duval State of Florida , part ies of the first part, and RONALD E. HAYWARD and DOROTHY S . HAYWARD, his wife, 2127 Beach Avenue Atlantic Beach, Florida 32233 of the County of Duval State of Florida ,parties of the second part, WITNESSETH: that -the said parties of the first part, for and in consideration of the sum of Ten and 00/100 ($10. 00)----------------------------------------Dollars, in hand paid by the said part ies of the second part, the receipt whereof is hereby acknowledged, have remised, released and quit-claimed, and by these presents do remise, release and quit-claim unto ' the said part ies of the second part, and their heirs, successors and assigns forever, the following de- scribed land, situate, lying and being in the County of Duval State of Florida, to-wit: i Parcel A, as described on Exhibit 1 attached hereto and made a part hereof. This deed is not intended to foreclose any rights , if any, of ingress or egress that the adjoining property owners , if any, might have from the south to the northerly end of Garage Approach Roadway, as shown on the plat of North Atlantic Beach Unit No. 3 , R-C-B-S Corporation; this deed is not intended to foreclose any rights , if any, retained by thQ party called "purchasers" in that Memorandum of Agreement recorded in Deed Book 1051, at Page 98 , of said current public records. TO HAVE AND TO HOLD the same together with all and singular the appurtenances thereunto belong- In or in anywise appertaining, and all the estate, right, title, interest, lien, equity and claim whatsoever of �e aid part of the first part, either in law or equity, to the only proper use, benefit and behoof of the d part of the second part, heirs, successors and assi forever. In Witness Whereof, the said part of the first part h hereunto set hand and the day and year first above' written. gne and ea d in Our P Once: Kr-6-it ----- -- ------- - ------------------------ O 7 ----- -----, -----SQL li LL --- - -- --- -------- ---------------- ------------------------ ---------------S - - - --------------- fA�f4--T I-$ULA---------------- -------S� -- --- - ------------------- ----- ---------------------------•----------SEAL STATE OF FLORIDA S& COUNTY OF_4�L9.Qa.--------------- THE ATLANTIC OCEANS THENCE MEANDER FEET. MORE OR LESS, TO A POIN' BEGINNINGf THENCE SOUTH 89'45' 10" ! SAID LANDS BEING THE SAME A5 TH05E THE CURRENT PUBLIC RECORDS OF SAID( FORT RON HAYWARD z . � .. f- 9 7 ,4 ' N. 89°45' 10 E . .r t� • 'i 2 Y a � r - O I e —Y— t- ' •,` M 55.07 _ • '' �s.•a.iJ.��. • 4r.2B• FD•'t'/.�. `o ;- n• js.`� � 4e.,z °°' �1• G9'45' 10" n. . R. V. S"/ 9 VG. 285" 0 ,t;,• d w � N Z w n to n M O r. wc�► H�t . �� ,�.w•'•�''"�" rti�":�.:� �.< r G f� :�-• rale" a��aNT� ,� c• "r .. � � Fr�tio��C�•r13a fyaa �, ��mpk ,th; �FOtt \n fE� `.-- � rqM `O8 � ryr}p^ •i c � .; :A, _ � ,P, A L t ' i �•ra , +X03 to.�• x; of ,• A y 4 r © o ilk W ob , CA mai P�Vt r' ',rfr! b t) 0. _r t v 001047 PAGt 69 WARRANTY DMD THIS INDENTURE made this 31st of January, A.D. 1944P between R-C-B-S CORPORATION, a corporation existing under the laws ' s' of the State of Florida, having its principal place of business in the County of Duval and State of Florida, Par•t;� of the "first Part, # ; and GLOVER WEISS and DOROTHY R. WEISS, his wife, of '*aval County, jog-y ,T, lorida, Parties of the Second Part. WITNESSETH: That the said Party o'' th- ''irst ?',,.rt, for _. 3 and in consideration of the sum of Ten Dollars, to :it in hand paid, the receipt whprpof is hereby acknowledged, has gr•:nt�,d, bargained.' sold, aliened, remised, released, conveyed ^nd c�^`irned, and by these presents 'does grant, barcrain sell, alien, rove-* :;<.,, release, . convey and confirm unto the said Parties of the `' .cond P--rt, arid their heirs and Fissions ^orever, all that crIrtPin . lying and being in the County of Duval and "tto or "10i, da, more particularly described as follows: A part of Government Lot 1, Section 9, -ov,•nship 2 South, Range 29 East, being more �� tidal +rly described as follows: Beginning at .; ; r)', - in 4 r. the Northerly extension of the sL rl :'ne or ,w Garage Approach Roadway as shown or ci ')1•�t �f North Atl;!ntic Beach, Unit 113, re( ie, in 'r current public reeords of rnval --inty, "!11T"_3 in nl�lt Book 15, nage 93, dist:�int ^)-.e "an:r,d 47 feet at right angles from the North,-rly bo rn]-try line of Lot EiPhty, as shown on s _ j <<t, ruining thence Easterly an4 parallel with tii North-rly .'; boundary line of said Lot righty, 256 Feet, pore r or less, to Ordinary High Water Mlark of the At- lantic Ocean; running thence Northoriy alorr; said Ordinary High Water ;dfark of the Atl.,antic I-ean 50 Feet, more or less, to a point distant On- tlanrlred Fifty Feet at right angles from said ^Iort:ierls, boun- dary line of said Lot Eighty; running hence '"esterly + __ parallel to the said Northerly boundary lime of f said Lot Eighty, 256 Feet, r:rore or less, to the Northerly extension of the Easterly line o" said Garage Approach Roadway; and runnin, thence Sout;l- ? erly along said Northerly extension of saki 'sl'rr re Approach Roadway_50 feet, more or less, to the E01047PAGE 70 n. Surveyor No 179. TO HAVE AND TO HOLD the same, together with the here- dit ,.ients and appurtenances, unto said Grantees,, and their heirs and ssi ;ns in fee simple. And tho said Party of the First Part does covenant to and :: tEi the said Parties of the Second Part that it is lawfully stized of the above described lands; that they are free of all ancumbrz nces, and that it has good right and lawful authority to sell thH same; and said Party of the First Part does hereby fully wcxr�xit the title to said land and will defend the same against the l,Lwful claims of all persons whomsoever. And the said Parties of the Second Part, for them- selves, their heirs and assigns do hereby covenant and agree to a. :nd th the said Party of the First Part, its successors and assign , th;.t for a period of Twenty-Five Years from the date F- (1) No part of said lands nor any interest therein s}iall be given, loaned, rented, leased, encumbered or conveyed t ) any person having negro blood; nor shall same be inhabited, occu )ied or used for any purpose whatsoever by any such person, e::�ant domestic servants emplo. ed and domiciled thereon. (2) said property shall be used solely for residential purposes; not :Wore than one residence, with the usual outbuildings thereof, shall be allowed to occupy at any one time the property hereby conveyed; no building at any time erected on said property shall be used as a Flat, TwoFamily House, Apartment House, Tene- :aent House, Hospital or Sanatorium, nor for any business purpose whatsoever; the cost of any residence built upon said property shall not be less than the sura of $2,000.00; and no part of any residence shall be located nearer to Ordinary High !'Fater Mark of y^ ' y� i Al n n T PAGE IN 1'!ITIdES� ''fHER Dr, the said P, rty o i tiie "_t rst rt b } IRSIRScaused these presents to bo signed in its - resident end its corporate seal to be affixe l ' ,' l -,tt,�.,tF T by the day ' r.r!� and year first above ts 'ecret by_ TTT—T: 1 I, �� T3Af )re rig:, �� jC'�'lnt '�Or6. ��,?� ' r`r _ 1T]='1� -, �;.1•,� , .. ,'�t to ;.;e e ; �ecret"lry, resprctive]y, of R-r,_T3 ,t r r a �'.h0 �':F cats-1 f . r. 11'l 'nt >GrSO? s d�SOT"i.bed iTl n' C- �� thereo°' r r -,ir.h `'resident ~nd �.ecr t � n-),Aleci�1;ed to and tn ', or,- rosic?ent �)nd Ferrotnry, respctLV('1J, for r• '!" r i 1 E"t reScr rj l?�' �lln .nd r�' U1„r ( f)r ,4 ;t th- jPfiL "tr.,.o',jod th,?r��t.� fff t,h 't it u••; t �'''1PC; '. ,j•, t, 5 t t r,,t e suthr)ri ty flee� 7� SL1CY1 ,it'._7l ressed. 71ITNESS my hand ,!nd of`iciai sl , tn TI 1 and ('ounty irores id, on t;7i-s 'l ay , tt• ` ks- y e rt *c _ 'ter j✓ *7 1i�r a r. o'� �� Q %� J�. ,1 moo. ,►. --, ol 10 41 40 do 06 CIL N o o4 11 G[ co41L at ov o # wN 7-4 M ]ROWELL,LILEs. BiR A jDOCS �C MILTON ATTORNEYS AT LAW . 001 SLACItSTONE AUILOIN0 POST OrrICE BOK 420 JAC[8 IMLLD,FLORIDA ZIRM JOHN J.HIN[s (904) 832-2200 March 19, 1987 Hand Deliver William R. Black'ard , Jr. , - Esq. 1609 Barnett Bank Bldg. Jacksonville , Florida 32201 Re . ' . Wald D. and Dorothy S . Hayward Dear Bill : , My clients , with whom, you met Tuesday, March 17 , 1987 , and who are the owners of the property abutting the private road extending northerly from Beach Avenue in Atlantic Beach, have asked me to convey their appreciation for your exposition of your client' s position concerning the -development of their property in Atlantic Beach . My clients , as indicated , wish to retain the unique quality of the area in which they live and , hopefully, move towards a reasonable accommodation with the Haywards . I hope to be able to respond to the proposals . , you made in behalf of your clients within a few days . Confirming what I stated a,t the meeting, this is to notify you and Mr.'-and Mrs', Hayward that my clients are the owners in common of the property bounded on' the east by the �. lots owned by Mr . and Mrs . Podzamsky and Mr . and Mrs . Russell , on south by the northerly boundary line of the dedicated city street known as Beach Avenue , on the west by easterly property lines of the lots owned by Mr. and Mrs . McManus and Mr. and Mrs . Ross and on the north by the south boundary line by your client' s tot , which property is currently used as a private road sometimes known as Garage Approach Road. It is my clients ' position , that Mr . and Mrs . Hayward have no legal right to use this private road for any purpose , and unless an accommodation can be reached within- a reasonable period of time , satisfactory to my clients , : have been authorized to take such action as will prohibit Mr. and Mrs . Hayward from using the private road , and to protect my clients ' interests and property rights . However, while negotiations are proceeding in an effort , to resolve the positions of all concerned , my clients are willing to grant to fir. and Mrs,. Hayward a license , personal to them which is non-transferrable or assignable , across the surface of William R. Blackard , Jr . , Esq . March 19, 1987 Page 2 the private road for ingress and egress from their property to Beach Avenue for vehicular and pedestrian traffic only as it relates to the Hayward ' s use of the existing improve- ments located on their property as their principal residence , and for no other purpose or use . It is to be understood that this license shall not constitute a covenant running with the land , but is , as stated , personal to Mr , and Mrs . Hayward , and may be • terminated at will by my clients . Very truly yours . rr John J . Hines JJH/clt CITY OF 716 OCEAN BOULEVARD P.O.BOX 26 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 March 13, 1987 Mr. Ronald E. Hayward 2127 Beach Avenue Atlantic Beach, Florida 32233 Dear Mr. Hayward, You have asked me to review the attached site plan and determine whether or not you could construct a three unit structure in the rear of your property in addition to the single family home now existing thereon. Current zoning of your property would permit four living units as you have proposed. The side setbacks, however, would need to be modified. Multi-family construction requires 15' side yards rather than 10' as indicated on the site plan. Maximum height of the structure is 35' . It is my opinion that the City of Atlantic Beach would furnish you a building permit provided the side yards are modified to 15' and provided that adequate ingress and egress is provided. Sincerely, i ZRene' Angers Community Deveopment Director cc: City Manager Building Inspector 8L A Cn Oj C7 6L f 08 Co 97 In d OB u> J I (l 1 a l i f LLJ UJ a _71 C, 4 e OE 1,od OZZ I II x 1 A. I I I CY o rn � C'7 t g 1 � 1 1� r � 1 y SII jI 1� n .I �8S t7�o5� �o •t t DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 23:3 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: 21'-; ---`--z------------------------------------- ------ ------------------------------------------------- ----- ------------------------------------------------- ------ ------------------------------------------------- SINCERELY, ------------------------------SINCERELY, BUILDING INSPECTION DIVISION cc:FILE Ir on IV • x -A ,...+ ' � ` N �hN NclS' o �,�a7g " IL A � ndb,9 aNd t I �9 IL Ai ee .,0— IS.s o4 J� �yo1 s 'l ob ' �/•� +t rte.... •..'• ..---^"'...-.Y-.^'_r ��.....-^_"'. r r~ � M 0. N :,r •a Ali o Cc (Qr 60 J b� � � N 4 o _ � Qo 'I. � . 16 J .N ui L' $• _•-- r71 ---- ._ �� h 91 al Address-2. • Heated Square Footage @ $ per sq ft - $ =,- Garage/Shed @ $ Per sq ft - $ Carport/Porch @ $ �--- per sq ft - $ Deck per sq ft - $ X 76, Patio @ $ Per sq ft - $ 70M VALUATION: $ f 7 (a 7� //�(% Ci •$ `�`� CJ 1. Ota a uat on lst Remainder Valuation �. per an or ion thereof ��. -------------- ------ Total Building Fee $ ADDITIONAL PEM4M and/or FEES REWIRED = + Filing Fee Mechanical = Fireplaces @ 15:00 $ BUIIDING PERMIT FEE Plumbing Electric/New Electric/Temp Septic Tank BUIIDIM Well WA= 1 IE= CHARGE $ — 0 .9 mrdng Pool SEWM DWAGT FEE $ `" Sigh WATER DWACr FEE Water Connection MISCELLANEOUS $ �; Sewer Camection -- Water Meter �_ $ Elevation Certificate GRAND TOOL DUE $ C�' --------------------------------------------------------- -------------+--------------------•-- CALa ATIONS arld/Or NMW r CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITION r, Owner(s) : Address: Z k Z'� 13LY (-H vc Phone: Lot # Block or Unit # Subdivision "I C_ e Contractor: Describe work to be done: ( t Present use of building:_ �-� 3L Valuation: - Z W4000 Proposed use: 4n C Is this an addition? ` If yes, what y wh yat are the dimensions of the added space:�_ft. X ft. dill the added area be heated and cooled? YOD New electrical (or increase)? New plumbing fixtures? AO New fireplace? AX.) New Heat/AC? P4) SUBMIT COMPLETE SETS OF PLANS, INCLUDING SITE PLAN AND SURVEY IF THERE WILL BE AN ADD I N TO THE EXISTING STRUCTURE. Signature OWNER: Date: Signature CONTRACTOR: Date: t 4, 47o a DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH --_�'- PERMIT INFORMATION -------- 4OCATIOR INFORMATION _--------- Porn t Numbers 4765 Address s 212 BEACH AVENUE Permit Types BUILDING ATLANTIC BLEACH, FLORIDA 32233 Clean of Works REMOVE ----------- LEGAL 'DESCRIPTION - Constr. Types WOOD FRAME Lott> Blocks Sections Proposed Use: SINGLE FAMILY Township, RNGs O Dwelling*; 1 Codec 0: Subdivision,i NORTH ATLANTIC BEACH Etsti>ss�lt+�ct Vklsses $0.00 Improv. Casts 00.00 Total e+�t s1 4 x0.00 Amou *50«00 f+e3kSEQE HAI PPLICATIO11 FEES .NATION -`'� i PERMIT B� .00 LES Addras, t AVENUE MA I NPA C" FEE i,000V #0.00, y� I CH P , F'LCiRII�; SEE � , "� � A x W A • RADON GAS-H. R.S. *0.00 T 0 I(PiORMA'T ON RADON GAS 5% $0.00 Names AR IDE �� ,. , WATE TAP_ '� �t>k.00 �. _ , SEWER TAP $0.00 KEPT TIVACH, FLA 32233 HYDRAULIC SHARE $0.00 Lice ria o Types 1 RE-INSPECT FEE m40110,00 SEC. 0 IMPACT FELE Vit' $0. NOTES; NOTICE BALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE'OF ISSUE BUILDING MATERIAL,RUBBJSH AND DEBRIS FROM THIS WORK MUST NOT SE 'LACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CACI RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING'IMPROVEMENTS." VKlffitlw Iles 4tI ami W4 14 M t133J�P ISfiUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SU O REVOCiAaFOR YC!IIION t3F APPLICABLE PROVISIONS OF LAW. I.40 ATLANTIC BEACH.BUILDING pEPARTMENT CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS Owner(s) Address:_',I 2. _� ` i-- Phone: - ---------------- LA #______ Block or Unit #______ Subdivision:--------- ------- .i -----------------' Contractor:-- _,C-zi2 _ Describe _-_--_- work to a done: _ ,�• �► __ + , , ,M _ -__-_-___ _Z' 2�_�--------------------------------------------- -------------------------.-------•--------------------------------- Present use of building: Valuation: Proposed use:-------------------------------------------- Is' this an addition?____/,?A__ If yes, what are the dimensions of the added space:.........ft. X ---------ft. Will the added area be heated and cooled?___. __ New electrical (or increase) ? New plumbing fixtures?_.1,L_ New fireplace? Aq_New Heat/AC? SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. r Signature OWNER: Date: Signature CONTRACTOR: Date: '44,7 'M �u Y ;azf' 'vra MR GfPARTMfNT OF BUILDING CITY OF ATLANTIC BEACH PERMIT. MFURMAT' ibi.... ._ - LOCAT COW INFORMATION -- P r ait li r s 45?S Address i 2127 H6A,CH AVENUE P rs t ' `yptet BUILnIN ATLANTIC BEACH FLORIDA 32233 , Class cif dirk i DECK --~ LEGAL DESCRIPTION -° Constx� Types WOOS? FRAME Lot; $look$' Proposed Use z SINGLE AN1LY, Township s RNG e O Asrell tr s i Coders 0 , Subdivision s ` S�tis�A° �ci Vslu�� 17't4«OO; mprov. :x.Cast; *0. 00 OO To,,; Bl.OIC Aila� Bim.QO agAI-T! gq, Fugwuftsz miub-1-i'Jus DECK Pe ye;.{ V R ll`M!�` TOM �* APPI.ICA►'TTOM FEES -�- ea Ea " TAN'YA LSA PERMIT BSO.CLO Adder ' A !ENU lMP4C"T BO O r' kCM. FLOz. 00 RADON GAS-H. R. S. $0.00 CIS TC1 NIt CIFt IA I N RADON GASS� 00-00 ..«. . WATER, TAMP ... BO, 60 Addsret14* � k SEWED 'TAP ' yp� $00 C?f�wi HYDRAULIC. S`�jA[SE 04.00 a ' ,, FSE TMSPRC:T FEE 0. 00 OTHER NOTES: NOTICE`--ALL CONCREI .FORMS AN6 FOOTINGS MUST BE INSPEOTEO SEF 'RE POURING PERMIT v tb SIX MONTHS AFTER DATE OF ISSUE- BUILDING11ATER1A!,RtlBRiSli AN�7.DE IIS PROM,THIS WORK MUST NOT BE PLACED;IN PUBLIC SPACE,AND MUST BE CLEAREDVO AND HAULED AWAY R'Y bt°ki CONTRACTOR OR OWNER. r ,FAIL SIE TE3 C M "LY WITI '-4E MECHANIC$' J-,t LA CAN .RESULT IN "# EPI € ►R RTY OW. ER<?A 1:1�I TWICE FOR B L `r' IM RCIYEMENTS." . . TI t t�W8 AN ° StIE[ ACC)R#�ItQ TOAPPRC)V #3PNS WHICHAREPART OF THIS PERMIT AN13SUB,� C?�REVOGATtC$$ .IditfR VI6LATION:C)F.APPLICABLE PROVIRIONS OF CAW. WECEIPT # a ; ATLANTIC BitACH WILDING DEPARTMENT Y. r .- CITY OF ATLANTIC BEACH APPLICATION FOR POOL PERMIT Job Address Lot # Block # C Subdivision Owner 'S I CUC LEC Address 13 (-AUC Contractor (�Q �APGC)L G F Address License Number Valuation $ Gallons /S GGA) SITE PLAN front V) Fl- rear Signature Owner Signature Contractor ^_ace o f G�&�0N1NG off its IAN �III� • O • 000 OF JACKSONVILLE, INC. FOR SWIMMING 2251 URBAN ROAD JACKSONVILLE, FLORIDA 32210 (904) 388-4674 1 /10/91 To Whom it may concern , I William C . Andrews , give Terry Essick permission to pull permits in Atlantic Beach , Fl . Thank you William C . Andrews President of Aquapool of Jacksonville , Inc . eta e- o/3(po0 r _ A 'r2 Lam✓. ��'>� 'r°� T �> TS APPR�TIC BEACH _. - roe _ 0111 w NG _. pUG 2': 19 TqA 2D _ [-:EJB; 1 1992 .. Building and 2 ; J : RB 5g-910 T2 THIS W PREPARED 0M gOMPUTER INPUIM N N SUBMITTED BY- TRUSS FR. TOP CHORD 2X6 SO. PINE #1 N. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 7.06 12.37 17.75 23.12 28.44 35.21 BOT CHORD 2X6 SO. PINE #1 Dense WEBS 2X4 S0. PINE #3 BC X-LOC L-R: 0.29 7.15 12.37 17.75 23.12 28.35 35.21 : TS-2X6 SO. PINE #2 BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER BAG LOC 1 00-00-00: 1 BLOCK 12" LONG - 5 16d NAILS/BLOCK NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN V_BRG LOC 2 35-06-00: 1 BLOCK 12" LONG - 5 16d NAILS/BLOCK THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. THIS #1 HIP DESIGNED TO SUPPORT 7' 0' JACKS WITH NO WEBS. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. ALL TOP CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12') AND ,w4mol )'5r4_✓ SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. es- /- - 6X6 6X 10 �X5 1 .5X4 ._ I- 1X5 6X 10 5X8 (B 1) 5X8 (B 1) 7.00 7.00 0-7- 10-7-4 T n 2X6 5X7 HS612 5X7 2X6 .41 n T 7-0-0 21-6-0 7-0-0 `� 35-6-0 OVER 2 SUPPORTS t. �C�2 R=4055# W= 3.50" R=4055# W- 3.50" R= y8'13 RN:-14143 PLT. TYP.-ALPINE SEON-- 28181 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0. 1875 ALPINE ENSIEEIED PRODUCTS. INC. TMJSSES REQUIRE EUXTU E CAIS DESIGN CRIT:TPI REF *)(IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERE,TION AND 30.0DEVIATION FROM THIS DESISH GR THEM SPECIFICATIONS. OR ANY GRACINS. SEE NIS-91 BY TPI. SEE THIS DESIGN �\V$ [E•F.��r�1 TC LL PSF DATE 05/ 19/92 FAILURE TO BUILD THE TRUSS IN COWORNANCE WITH 09196 BY TPI FOR AMPHORA-SPECIAL PO ANENT SPACING RE H O L ME S ALPINE CONNECTORS ARE NAME OF 208A SALY. STEEL MEETING ASTM a,IRE ENTS. U LM OTHERWISE INOICATED. TOP , o.S606 %1 TC OL 15.0 PSF DRWG MAB M 0 A EXCEPT AS MOM. APPLY CONNECTOM TO EACH FACE OF CH SHALL SE LATERALLY GRACED SIT"PROPER : TALM AND UaESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. NOTION CHORD j 1 Dr BC DL 10-0 PSF —ENG LUMBER cCHWCTDM PER DRAWINGS 150, SSO B 150A-F. DESION SIMOAAM WITH PROPERLY ATTACHED RIGID CEILING—SEE .c• TOT.LO. 55•Q PSF OlA LEN. 35-6-0 CRfGISN W/APPLICAW E PROVISIONS OF NO!S T►I. AN ENGINEER'S ALPINE TEN?NICAL 1N4ATE h/1/918 FOR PROPER ;clOg10 :•'Q' SEW.ON THIS ORANINS APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL AP"ACATIONN. FURNISH A COPY OF THIS � ............ � Dua.Fac. i .33 P ITCH 7 .O 12 IN ONLY. AND SHALL NOT SE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTIN CONTRACTOR. , SINE •--TPI-TRUSS PLATE INST TUTS. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ''M ,,`i SETBACK 7' 0" TYPE 0 : R6 52-910 T3 THIS OWG, PREPARED P T R INPUT & NS) 5UBMITTED BY TRUSS MF TOP CHORD 2X6 SO. PINE E2 TC X-LOC L-A: 0.29 9.06 17.75 26.44 35.21 BOT CHORD 2X6 SO. PINE 02 WEBS 2X4 SO. PINE 03 BC X-LOC L-R: 0.29 9.15 17.75 26.35 35.21 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 160/f60A-F FOR TYP. PLATE LOCATION DETAILS. Nom dc�1�6.!/�D AIL 6X10 1 . 5X4 6X10 3X5 (A1) :::S7. X5 (A1) 7.00 0-7-4-L10-7-4 T n 1 .5X4 7X8 1 .5X4 T 9-0-0 17-6-0 9-0-0 35-6-0 OVER 2 SUPPORTS R=f920/ W= 3.50" R=1920 W= 3.50" tt;// it r--yi'y a:-8-1 3 PLT. TYP.-ALPINE SEON-- 28163 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 5 ALE - 0. 1875 ALPINE EMBI'EENED PRODUCT& INC. TRUSSES REQUIRE EXTREME CAE DESIGN CRIT:TPI REF **IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n{,.,,,,, DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. ON ANT BRACING. SEE HIB-01 BY TPI. GEE THIS DESIGN \US �F�(•�N4 TC LL 30 .0 PSF DATE 05/19/92 H 0 L ME S FAILURE TO BUILD THE TRG6S IN CONFORMANCE MITH OSTM BY TPI FOR ADDITIONAL SPECIAL PERHO M BRACING rF ti,p ALPINE CONNECTOR ARE NAGE OF 206A BALM. STEEL MEETING ASTM OUTREMEMS. !NESS OTHERWISE INOTCATM TOP e.SPO6 TC DL 15.0 PSF DRWG A445 GR A EXCEPT AS NOTED. APPLY CONNECTOR TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER i LUMBER TRUSS AM UNLESS OTHERWISE LOCATED ON THIS OESIOC POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CORD C � � J BC OL 10 .0 PSF -ENG CONNECTOR PER AU.WINBS ISO. 130 B IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—BEE ; t' TOT.LD. 55.0 PSF O/A LEN. 35-6-0 CONFORM W/APPLICABLE FROYISIONS O' NOS S TPI. AM ENGIMEER•s ALPINE TQTNICAL UPDATE (7/i/BN FOR PROPER `• '01OR10�:'Q' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HEIS DRYWALL APPLICATION. FURNISH A COPY OF THIS �� GINE S IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. '� N• 'EQ` : OUR.FAC. 1 . 33 PITCH 7 .0112 ` ��I SPACING 24.0" TYPE .--TPI - TRUS$PLATE INSTITUTE. HOS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION -_- _- JOB: R 52-910 T4 THIS WG P@EPARED FROM MP 7 T N --SUBUTTED TRUSS MFR. TOP CHORD 2X6 SO. PINE #2 TC X—LOC L—R: 0.29 5.83 11.06 17.75 24.44 29.67 35.21 BOT CHORD 2X6 SO. PINE #2 WEBS 2X4 SO. PINE I3 BC X—LOC L—R: 0.29 9.20 17.75 26.30 35.21 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 160/16OA—F FOR TYP. PLATE LOCATION DETAILS. �iT ��4FT OF 1 .5X4 6X6 1 . 5X4 6X6 1 .5X4 12 2 7.00 7.00 4X4 (A1) 4X4 (A1) 0-7-4` 10-7-4 T 2 . 5X4 7X8 2 .5X4 T 11-0-0 13-6-0 11-0-0 •� 35-6-0 OVER 2 SUPPORTS R=1920# W= 3.50" R=1920* W= 3.50' R= '81s IL--gi3 PLT. TYP.-ALPINE SEGN-- 26185 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 CALE 0. 1875 ALPI►E ENIBIIEERED PITDDRRCTs. INNc. Tw�Es REWIFE EATEAE CARE DESIGN CRIT:TPI F **IMPORTANT*X SHALL NOT BE RESPOMSIILE FDR p7Y WARNING IN wmxi 1L 17ECTIWN AID oc--;izl,, DEVIATION FROM THIS DESIGN DR TIESE SPECIFICATIONS. OR ANY BRACING. BEE HI0-91 BY TVI. SEE THIS DESIGN f� �US �f , TC LL 30,C PSF DATE 05/19/92 H O L ME S FAILURE TO BUILD THE TRIM IN CO FOINANCE WITH 05790 By TPI FOR ADDITIONAL SPECIAL PEiHTAICHT BRACING HE ALPINE CONNECTORS ARE 140E OF tOOA GALY. STEEL MEETING ASTM DUIIE/ENTS. UNLESS OTNERWISE INOIGITEO. TOP f %FV, TC DL 15.0 PSF DRWG AA,B DR A EXCEP11 AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOIR SHALL BE LATETIALIY BRACER WITH PROPER I LUMBER TRUSS ANO UN.ESG MNEHMISE LOCATED ON THIS DESIGN. POSITION LT ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD � � � � BC DL 10.0 PSF —ENG CONNECTORS PER ouWlNss fao. fnD G ISOA F. DESIGN stAHOAfpS WITH POOHERY ATTACHED 82620 CEILING-SEE - TOT.LD. 55.0 PSF 0/A LEN. 35-6-0 COFOHN W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENSINEER'S ALPINE TECHNICAL UPDATE N/f/B f) FOR PROPER •'`�QRI�f';.•'Q• SEAL ON THIS DRAWING APPLIES TO TSE COMPO EM DEPICTED SERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .33 PITCH 7 .0 IL IN ONLY. AND SHALL.NOT BE RELIED UPON IN ANY 07HER MAY. DESIGN TO THE TRIM ERECTION CONTRACTOR. , ,� GINE E. .-TPI - TRUSS RATE INSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRUCTION / SPACING 24,0" ITYPE R13 52-910 T5 THIS DWG, P NSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2X6 SO. PINE i2 TC X—LOC L—R: 0.29 6.83 13.06 22.44 28.67 35.21 BOT CHORD 2X6 SO. PINE f2 WEBS 2X4 SO. PINE #3 BC X—LOC L—R: 0.29 9.20 17.75 26.30 35.21 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE ORWGS. 130 & 160/16OA—F FOR TYP. PLATE LOCATION DETAILS. 6X6 6X6 1 . 5X4 12 12 1 .5X4 7.00 7.00 4X4 (A1) 4X4 (A1) 0-7-4-L 10-7-4 T n 2 . 5X4 7X6 2 . 5X4 T 0,0 13-0-0 9-6-0 13-0-0 35-6-0 OVER 2 SUPPORTS X 1.5161 2 R=1920# W= 3.50" R=1920# W- 3.5 " is_fj fit:-yf 13 PLT. TYP.-ALPINE SEON-- 28187 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0. 1875 AIPtHE ENBIHEEIED PNGDUCTS. Ili. T $ '�Em'°E Eu^oE CAE DESIGN CRIT:TPI REF **IMPORTANT**SHIALL NDT IE nESPDNSIxE FON ANY WARNING IN HAROL[NL ERECTION AND DEVIATION FROH THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HI0-91 BY TPI.SEE THIS DEBIBH US IF M:pH.� TC LL 30 .0 PSF DATE 05/19/92 HOLMES FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTDB BY TPI FON ADDITIONAL SPECIAL PERMANENT BRACING IE � ,.••s..t,lrkh� ALPINE CONNECTORS ARE MADE O' 2GOA DALV. STEEL NEETINS ASTW OU[IEIEMS. Maes-OTHERWISE INDICATED. TIP "ti , TC DL 15.0 PSF DRWG ARAB OR A EWCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER s B.56H 1 LUMBER TRUSS AM UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LT ATTACHED PLYWOOD SHEATHING, BOTTOM CHOW t � BC OL 10 .0 PSF -ENG CONNECTORSPER DRAWINGS NSD. 150 s 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING— SEE ,Cl TOT.LD. 55.0 PSF O/A LEN. 35-6-0 CDHFORUI W/APPLICABLE PROVISIONS OF NOS i TPI. AN EMSIREER'S ALPINE TECHNICAL UPDATE A/[/911 FOR PROPER f�QR10�.•�Q SEK ON THIS GNAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APL[CATION. FURNISH A COPY OF TN19 Mj DUR.FAC. 1 .33 PITCH -7 ,0111 IN ONLY. AND SHAM MDT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �� NOjpj�.EQ`,-- "--TPI- TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" TYPE B: R 0 T6 THIS W PREPARED FROM COMPUTER INPUT & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X6 SO. PINE #2 TC X-LOC L-R: 0.29 7.83 15.06 20.44 27.67 35.21 BOT CHORD 2X6 SO. PINE 12 WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 9.20 17.75 26.30 35.21 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE ORWGS. 130 & 160/16GA-1F FOR TYP. PLATE LOCATION DETAILS. 6X6 6X6 1 . 5X4 1 . 5X4 7.00 7.00 3X5 (Al) 3X5 (Ai) 0-7-4-L � 0-7-4 3X4 7X6 3X4 15-0-0 5-6-0 15-0-0 s �'' � 35-6-0 OVER 2 SUPPORTS b sb2 R=1920# W= 3.50" R=1920# W= 3.50 P. .-Y73 Vc - yid PLT. TYP.-ALPINE SEON-- 28189 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0. 1875 MAINE ENWNEETED PRODUCTS. INC. TRUSS"mw RE EXTREME CAPE DESIGN CRIT:TPI REF **I MPORT ANT**SMALL NOT BE IESPONSLlU POR ANY WARNING IM IIATULDq, EaEmm A/O oc••:••... DEYIATIOM FN*TNIS DESIGN OR IMESE SPECIFICATIONS. OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS DESIGN ,Ia``�-%tlS LFF'�'I%, TC LL 30.0 PSF DATE 05/19/92 HOLMES FAILURE TO BUILD THE TRUSS IN COFO"KAMCE WITH OSTBB 91 TPI FOR ADDITIONAL SPECIAL PERMANENT SMCINS I& tNP ALPINE CONNECTdNAGE OF ARE NAOF 200A BALM. STEEL MEETING ASTM UI BRENENTS. U14-ESS BTIERMISE INDICATM TDP � G.S60f . TC DL 15.0 PSF DRWG A445 IN A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SIAM BE LATERATLY SPACED MITN P110P'61 Taus AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACIEO PLYIOOD SIEATHIM& BOTTOM LYDOO p I BC DL 10 -0 PSF -ENG LUMBER CONNECTORS PER DA&VINGS Iso. 140 a IBOA-F. DESIGN STMOAVDS WITH PROPERLY ATIACOM RIGID CEILING—BEE p = TOT.LD. 55.0 PSF 0/A LEN. 35-6-0 CGFOIM M/ApLICAIKE PROVISIONS OF IDS G TPI. AN ENGINEER'S ALPINE TEOINICILL.UPDATE n/✓BH Fa+PRnPEn •;PlON10�•,.r'Q' SEAL ON THIS OKAYING APPLIES TO THE COMPONENT DEPICTED NEVE OWVMA L APPLICATIOH. FURNISH A COPY aF THIs ,�••• •••�Q,S DUR.FAC. 1 .33 PITCH 7 .0/ 12 I«tXLr, AND SNHAIt NOT BE RELIED UPON IN ANP OTHER MAT. DESIGN TO THE TRUSS ERECTION COrtMCTdI. , '„ GINE •v .--TPI - TKusS PLATE INSTITUTE. NOS- 3991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPACING 24.0" TYPE THB T7 THIS WG PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED By TRUSS MFR. TOP CHORD 2X8 50. PINE f2. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 6.33 11.75 17.75 23.75 29.17 35.21 BOT CHORD .2XB SO. PINE 01 Dense WEBS 2X4 SO. PINE /3 BC X-LOC L-R: 0.29 11.60 23.90 35.21 : T1-2X6 SO. PINE *2 ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SPECIAL LOADS SEE DRWGS. 130 6 160/160A-F FOR TYP. PLATE LOCATION DETAILS. -------------------------------------------------- TC From 90 plf at 0.00 to 90 plf at 35.50 BC From 20 plf at 0.00 to 20 plf at 11.75 BC From 100 plf at 11.75 to 100 plf at 23.75 NBC From 20 plf at 23.75 to 20 plf at 35.50 OL �F-T-0P ASF I 8X8 8X8 8X8 1 . 5X4 1 . 5X4 7.00 7.00 TI 3X5 (A3) 3X5 (A3) 71 0-7-4-L 10-7-4 Tn 6X6 7X6 6X8 T 3X5 (A3) 3X5 (A3) 11-9-0 6-0-0 6-0-0 11-9-0 35-6-0 OVER 2 SUPPORTS +Cp R=2412# W= 5.50" R=24121' W= 5.50" 1 PLT. TYP.-ALPINE SEON-- 12111 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 S ALE - 0. 1875 ALPINE ENSIEEf" MMUCIS. INC' MISSES IEOUTIE EXIIEME CNE �A"••I"`M1DESIGN CRIT:TPI REF **IMPORTANT**muLL NOT UE IESPONSISLE FON ANY WARNING IN HANDLING. ENECTION AND SL ,,•y, DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. ON ANY BIIACINB. SEE H10-91 BY TPI. SEE THIS DESISH Nf• •,, TC LL 30.0 PSF DATE 06/04/92 HOLMES FAILUIE TO BUILD TIE TRGS IN CONFONWMCE WITH OBTBB BY TPI FOR ADDITIONAL SPECIAL PONAENT BNIACINB IE �— AL►1NE CONNECTORS ARE NAGE OF 200A SAM STEEL MEETING ASTN OUINENENTS. IMI M OTHERWISE HEO.OICATTOP ` 0• � TC DL 15.0 PSF DRWG A44 OR A EXCEPT AS NOTED. APPLY CONECTOI6 TO EACH FACE OF CHOW SHALL SE LATERALLY BRACED WITH PROPER 10.0 MM AM UNLESS ONEHMISE LOCATED ON THIS OESIOL POSITION LT AT OOM PLYWOOD IMA"ONS. BOTTOM CG10 BC DLPSF —ENG LUMBER CONICTO1S PEN Ononnf 150. ISO S ISOA-F. DESIGN STANDARDS WITH PROPERLY A71ACiED HISID CEILING—SEE ', �TQ[f70' `Q' TOT. 55.0 PSF 0/A LEN. 35-6-0 cow W/APPIICABLE PRDYISIONS Of NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/011 FOH PRDI'ER Y SEAL WN TNIf ORAWINS ARIES TO THE COMPONENT DEPICTED HERE DWWALL APPLICATION. FURNISH A COPT OF THISNNSr. NQINE�P { DUT1.FAC. 1 '00 IN OHLT. AHG SHALL NOT BE RELIED UPON IN AM OVER MAY. DESIGN TO THE TPLlSS ERECTION CONTRACTOR. M `��•N)f1f t .__.e. _ .a<"a..• ..,...,...� ..,"_ .... .....,,.... .,•Q..,,.��.�,�..,..,�.."...,,,,,..e,-�Y,rr. ,. :..__.. : SPACING SEE ABOVE ITYPE JOB: THB T8 THIS DWG, PREPARED FROM COMPUTERN ADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X6 SO. PINE /2 TC X-LOC L-R: 0.29 6.33 11.75 17.75 23.75 28.63 33.44 BOT CHORD 2X8 SO. PINE 01 Dense 34.94 36.71 WEBS 2X4 SO. PINE 03. EXCEPT AS SHOWN BC X-LOC L-R: 0.29 11.75 23.75 33.65 36.71 :W!-2X4 SO. PINE f2 N ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12"1 AND THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SPECIAL LOADS SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. ------------------------------------------------- TC From 90 pIf at 0.00 to 90 plf at 37.00 BC From 20 plf at 0.00 to 20 pIf at 11.75 BC From 100 pIf at 11.75 to 100 pIf at 23.75 BC From 20 pIf at 23.75 to 20 pIf at 37.00 ��p GSI 7X6 7X6 7X6 2� 1 . 5X4 5X4 7.00 00� 4X7 (A1) --- - �` 6 X 7 --= 1OX10 -+ 3X5 (A3) 7. J 0-7-4'- 0-7-4 el T n 5X9 7X6 6X1 6X10 T 3X5 (A3) -' - �x4e2q!'�i WRs Ire 17-9-0 15-9-0 37-0-0 OVER 2 SUPPORTS R=25030 W- 5.50" R=24630 W= 5.50" PLT. TYP.-ALPINE SEON-- 12107 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 S 0. 1875 ALP11E EN071EEIE0 PRODUCTS. INC. TMME8 REQUIRE EXTREME CNE <.�. v+•.. DESIGN CRIT:TPI REF X*IMPORTANT**:r,ALL NOT a RESvae,BLE FDR ANF ARNING IN NANx,NQ. X.M. AND ,,.�N�s �EE�� DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE MID-91 DY TPI. SEE THIS DESIGN ..P•"'"• S�'•,� TC LL 30 .0 PSF DATE 06/04/92 H O L ME S FAILURE TO BUILD THE TRUSS IN CONFOMANCE WITH 0510 DT TPI FOR ADDITIONAL SPECIAL PENIAHEIIT 9RACIND RE ALPINE CONNECTORS ARE NAGE OF 209A SALV. STEEL 0EETINS ASTN QUIRENENTS. UNLESS 07MMISE INDICATED. TDP S.SWTC OL 15.0 PSF DRWG ii_�� A4459R A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL DE LATERALLY @RACED WITH PAN" LUMBER Testa AND RUNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LT ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD h � BC DL 10.0 PSF -ENG CONNECTORS I"DRAWINGS ISO. IDG G IFMA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—SEE !!ft%gb 4' TOT.LD. 55.0 PSF O/A LEN. 37-0-0 CMFORN N/APPLICABLE FMYISIONS OF HIS S TPI. AN ENOINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PI0 R +.. SEAL ON INNS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORYNNH. APPLICATION. FURNISH A COPY IF THIS •NHNtt1 NOINt�4`,� r OUR.FAC. 1 .00 IN ONLY. AND SMALL NOT BE RELIED UPON IN AM OTHER NAY. OE516H TO 11E TRUSS ERECTION CONTRACTOR. '�!1NIN1 "--TPI - TRHSS PIATF TWSIITUTF. HUK- 19RI NATIrNAt FWSTCN SPFCIFICATHN Fres WnM r7NSIHICT1ON SPACING SEE ABOVE ITYPE THS T9 THIS DWG, PREPAREDFROM COMPUTER INEUTA 6 DIMENSIONS) SUBM T Y TRUSS MFR TOP CHORD 2X6 SO. PINE #2 TC X-LOC L-R: 0,29 7,35 13.35 19,35 24.23 29.04 30.54 BOT CHORD 2X8 SO. PINE 01 Dense, EXCEPT AS SHOWN 32.31 WEBS 2X4 SO. PINE #3, EXCEPT AS SHOWN BC X-LOC L-R: 0.29 7.35 19.35 29.25 32.31 :B1-2XB SO. PINE #2 : * WI-2X6 SO. PINE #2 ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN P4NEL POINTS ARE TO BE LOCATED AT APPROXIMATELY NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SPECIAL LOADS SEE DRWGS. 130 & 160/160A-F FOR TYP. PLATE LOCATION DETAILS. -------------------------------------------------- TC From 90 plf at 0.00 to 90 plf at 32.60 BC From 20 plf at 0.00 to 20 Of at 7.35 BC From fOO plf at 7.35 to 100 plf at 19.35 BC From 20 plf at 19.35 to 20 plf at 32.60 7X6 1 .5X3 7.00 -R X6� 5X4 7.00 5X7 3XB (A 1) � fly 5X7 Tg 1 - 0— 3-2-0 �!�1�A3'I "-� I0 ju MI BI �0-7-4 -4— n 4XI4 - -- 4XI4 7X6 7X8 5XI0 2X7 � -f 3-1&a �s t'j - pwlao--. � 13-4-4 15-9-0 � �Lt 12c>o 32-7-4 OVER 2 SUPPORTS eo -1 bU 1,j2 R=2330# W- 5.50" R=2153# W- 5.50' PLT. TYP.-ALPINE SEON-- 12109 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 GALE - 0. 1875 ALPINE ENGTEERED "COUCTS. INC. TRUSSES REQUIRE EXTREME CARE <•••• DESIGN CRIT:TPI REF **IMPORTANT**ww.L NOT BE NEONowmr PDR Am ARNING IN HANDLING. cNecTION AND ��uS LEE, DEVIATION n"THIS DESIGN on THESE 9PECIFICA71ow ON AWT swim. SEE HI9-91 111 TPI. SM THIS DE9UN � dH 4, TC LL 30.0 PSF DATE 06/04/92 H 0 L ME S FAILURE TO GUILD THE TUAIi IN CO►FOIWAICE WITH 06700 OT TPI FOR ADDITIONAL SPECIAL PUMANENT OWING RE � ALPINE CONNECTORS NDE NAGE OF 200A DALY. STEL MEETING AM GUIREHENTS. UNLESS GTHER NISE INDICATED, 10P G.� TC OL 15.0 PSF DRWG A/AG in A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL K LATERALU BRACED WIT"PROPER ' TRUSS AND UNLESST OIMISE LOCATES ON THIS DESIGN, POSITION LT ATTACHED PLYW000 9HEA1HINS. SOTTON CHORD BC DL 10•O PSF -ENG CONECTOM PER ORAWIMW $30. ISO G /GOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED HIM CEILING—DE f[p1110� Q' TOT.LD. 55.0 PSF 0/A LEN. 32-7-4 LUMBER MF CONFORM WAPPLICABLE PISIONS OF TOS G TPI. AN ENGI EMS ALPIE TECNICAL UPDATE TT/1/9q fOR pm-M "»•-•' SEAL ON lNI$O"WIN9 ApMlfS 10 THE cNFoNEWT DEPICTED/ERE DRYWALL APPLICATION. FURNISH A COPY OF THIS NOINE DUR.FAC. 1 .00 SN ONLY. AHO SMALL NOT RL RELIED UPON IN ANY 01MA,WAY. untem TO THE TWO ERECTION CONTMCTOR. T� 0—TPI . TNISA PI.TF IN9TTIHTF IRR. IPPR Y.Tirwa KCIQN CTiMFRNIIw PPP IJYM1 rT4QTwrnw k,*, ISPACING SEE ABOVE ITYPF VIP" THB T12 THIS QWG. PREPARED FROM_ PUTER INCUlT Y TRUSS M TOP CHORD 2X6 SO. PINE f2 TC X-LOC L-R: 0.29 7.35 14.10 20.85 26.27 32.31 BOT CHORD 2X8 SO. PINE fl Dense WEBS 2X4 SO. PINE f3. EXCEPT AS SHOWN BC X-LOC L-R: 0.29 7.35 20.85 32.31 :W1-2X6 SO. PINE f2 (A) 1X4 f3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING NO WANE, KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. SUITABLE SUPPORT BY ERECTION CONTRACTOR. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN SEE DRWGS. 130 & 160/160A-F FOR TYP. PLATE LOCATION DETAILS. PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12') AND SPECIAL LOADS SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. ------------------------------------------------- TC From 90 plf at 0.00 to 90 plf at 32.60 BC From 20 lf at 0.00 to 20 lf at 7.35 BC From 100 plf at 7.35 to 100 plf at 20.85 BC From 20 plf at 20.85 to 20 plf at 32.60 r�� `^ 471� 7X6 1 .5X3 ,�, 5X6 7.00 1 .5X3 . � 1 . 5X3 (A) (A) 7.00 5X7 4X7 (A 1) 3-2-0 "I ju �0-7-4 4XI4 7X6 7X6 2X7 " 14-1-4 18-6-0 ��✓V 32-7-4 OVER 2 SUPPORTS / �2 Ra2375f W= 5.50" Re2227f W= 5.50' PCT. TYP.-ALPINE SEAN-- 12110 FURNISH A COPY.OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 CALE - 0. 1875 ALPALINE ENGINEERED PRODUCTS. INC. TRUMEO Maui E EXTREME CNE �•"`�� DESIGN CRI :TPI htF **IMPORTANT**3NL NOT UE RE3PONSIOLE FON ANY WARNING IN HANDLINY. ERECTION NO DEVIATION TOOK THIS RESIGN OR THESE SPECIFICATIONS. ON ANY BRACING. WE 100-51 OT TPI, EH THIS DESIGN ) �' 'y TC LL 30.0 PSF DATE 06/04/92 HOLMES FAILURE E TO MTHE Met IN COWORNANM WITH MTTOS BY NPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE f�01 t ALPINE CONNECTORS AM MADE OF EOM QALY. STEEL MEETING AST" ONIRE+ENTS. UNLESS OTHERWISE IHOICAIEII, TOP TC DL 15.0 PSF DRUG 4449 M A CKCCPT AS ACTED. APPLY CONNECTORS TO EACH FACE OF DOW SHALL/E LATERALLY BRACED WITH DOPER =�' ' REQS AND UNLESS OTHERWISE LOCATED ON THIS OEHE SIGL POSITION LY ATTACHED PLYWOOD S EATHOW MOTION CIOPO -- BC OL 10.0 PSF -EN 01 . LUMBER CONNECTORS PER DRAWINGS 130. MOO S 14"-f, DESIGN STANDARDS WITH PROPERLY ATTACHED RIOID CEILING—SH �1pg10� 4 TOILED. 55.0 PSF O/A LEN. 32-7-4 CONFORN W/APPLICAMPROVISIONS NE 2 PVISIONS OF NDS S TPI. AN ENSINEER'S ALPINE TECHNICAL UPDATE 17/1/9II PNR PITO. NO�NEF : SEAL ON THIS DURING APPLIES TO 1HE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TRIS tDUR.FAC. I .00 PITCH 7 .0712 IN ONLY, AID SHALL N01 BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE YRUAS ERECTION CONTUCIOR. lLLU ' SPArTNR SFF ARf1VF TYDF JOB: RB 0 T13 THIS DWG. PREPARED FROM P T INPUT & DIMENSIONS) SUBM T Y TRUSS MF ,TOP CHORD 2X6 SO. PINE #1 Dense. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 7.06 12.75 18.50 24.25 29.94 36.71 BOT CHORD 2X6 SO. PINE ft Dense WEBS 2X4 SO. PINE 13. EXCEPT AS SHOWN BC X-LOC L-R: 0.29 7.15 12.75 16.50 24.25 29.85 36.71 : T1-2X6 SO. PINE #1 N : :WI-2X4 SO. PINE #2 N BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER BAG LOC 1 00-00-00: 1 BLOCK 12" LONG - 7 16d NAILS/BLOCK NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN BAG LOC 2 37-00-00: 1 BLOCK 12" LONG - 7 16d NAILS/BLOCK THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. CAMBER 1/2' AT MIDSPAN BETWEEN BEARINGS. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. THIS #i HIP DESIGNED TO SUPPORT 7' 0' JACKS WITH NO WEBS. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12') AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. . N55►2, 6X10 9X5 1 . 5X4 9.X5 6X 10 5X8 (B 1) 5X8 (B 1) 7.00 111 7.00 lI I TI 00-7-4-L++` 10-7-4 T n 2X6 5X7 3X8 5X7 2X6 *' T HS412 � 7-0-0 23-0-0 7-0-0 37-0-0 OVER 2 SUPPORTS R=4234# W- 3.50" R=4235# W= 3.5 " R= R=-/9ts PLT. TYP.-ALPINE SEON-- 28191 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0. 1675 ALPINE ENGINEERED PMDODCTB. INC. TRRussEs REOSIRE ExTREIE CARE DESIGN CRIT:TPI REF **IMPORTANT**SHALL NOT BE RESPONSIBLE WARNING IN HANDLIIBLE FOR NG, EELTIDN AM �_•�••�•. , DEVIATION FROM THIS DESIGN m THESE SPECIFICATIONS. OR AM BRACING. SEE NI6-91 BY TPI. SFE THIS DESIGN �,WS IfAC., TC LL 30.0 PSF DATE 05719/92 HOLMES FAILURE 10 BUILD THE TRUSS IN COfORMANCE WITH 057M BY TPI FOR ADDITIONAL SPECIAL PEAHMAM T SRACIIRG ).' ««••�S ALPINE CONNECTORS ARE NAME OF¢GGA SALV. STEEL MEETING ASTM OIIIEYENTS. LWLESS OTHERWISE INDICATED. 0.5608/ ':,1 TC OL 15.0 PSF ORWG A4,16 BR A ExcEPT As NOTED. APRT CONNECTORS TO EACH FACE OF CHOW%WA.BE LATERALLY GRACED VI N4OL tJ BC DL 10 .0 PSF -ENG TRIM AM RBEESB OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SWATHIM BOTTd � LUMBER CONECTO6 PER OR 1"n 130. ISO S ISDA-F.DESIGN STANDARDS WITH PROPERLY ATTA04m RIGID CEILING Q casaNw W/APPLICARILE PRov1S1ONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPOATC nifiM FDR l�o8�0T;JQ' TOT.LD. 55.0 PSF D/A LEN. 37-0-0 SEAL ON TN38 ORAM1/0 APPLIES TO T1E rnMOGNENT DEPICTED HERE oar"u_L APPS-KATION. F1xB11tiN A aDPr of TN1, ,.�yG�NE�Q,`�, DUR.FAC. 1 .33 P ITCH 7 .0/12 IN ONLY. AHO SHALL NOT BE/FLIED UPON IN ANY OTHER MAY. DESIGN To THE Tmm ERECTION CONTNACTo". •--TPI 1RNN55 RATE INSTITUTE. 105- 1291 NATIONAL DESIGN SPECIFICATION FOR WOOD COHSMX CTld1 •\. •• F SETBACK 7• D' TYPE JOB: R T14 THIS QWG. PREPAREDFROM COMPUTER INPUT M -SUBMITTED Y TRUSS MFR OP CHORD 2X6 SO. PINE /2 TC X—LOC L—R: 0.29 9.06 15.33 21.67 27.94 36.71 OT CHORD 2X6 SO. PINE /2 WEBS 2X4 SO. PINE #3 BC X—LOC L—R: 0.29 9.15 10.50 27.05 36.71 LL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) 1X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH EE DRWGS. 130 6 160/15OA—F FOR TYP. PLATE LOCATION DETAILS. Bd NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. ;q 6X6 2 , 5X4 2 . 5X4 6X6 4X4 (A1) 4X4 (A1) 7.00 7.00 (A) ++ (A) 0-7-d 10-7-4 Tn 3X4 2 . 5X4 3X4 nT 5X6 9-0-0 19-0-0 9-0-0 37-0-0 OVER 2 SUPPORTS R=2003# W= 3.50" R=20031H W= 3. " er rl/D R: —7/0 PLT. TYP.—ALPINE SEON-- 2Bi93 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0. 1875 ALPINE ENGINEERED PRO13U . INC. TR11sW REQUIRE EXTREME CANE DESIGN CRIT:TPI REF **IMPORTANT* SNHLL NOT DE RESPONSIBLE FOR ANY WARNING IN HANDLING. E TIDN AMD �,••�••H.H DEVIATION FROM THIS DESIGN OR THESE SMIFICATIONS. OR ANY BRACING. BEE MI"I BY wt. WE THIS Dotal er```•—%%JS LEF�� TC LL 30.0 PSF DATE 05/19/92 H O L M E S FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI FOR ADDITIONAL SPECIAL PERNANFM BRACING x� ........*"'& 4S ALPINE CONNECTO6 ARE MADE OF 2004 MY. STEEL MEETING AGIN GUI EMENTS. UNLESS OTHERWISE INDICATED. rcr B s� I �, TC DL 15.0 PSF DRWG A445 OR A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE O' CHORD SWILL BE LATERALLY MUM WITH AIOPf LUMBER TRUSS AM UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOITCH C � :f BC DL 10 .0 PSF —ENG CONNECTORS PER ORUMINGS 170. ISO S ISOA F. DESIGN STANDARDS WITH PRWPERY ATTACHED RIGID CELLINI— ' cowonm W/mwLICABLE PROYIsIOHS or HOG c TPI. AN ENO7NEER's ALPINE TECHNICAL UPDATE nhiGH rHn ' `loglol,:'Q' TOT.LD. 55.0 PSF O/A LEN. 37-0-0 SEAL ON THIS DRAWING APPLIES TO THE COMPOENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Of 7NI, G�NE'7r'�� DUR.FAC. 1 . 33 PITCH 7 -0/ 12 1N ONLY, ANO SHALL NOT BE RELIED KAON IN ANY OTHER WAY. DESIGN TO THE TAGS EHECTIOH CONTRACTOR. ��. .. TAAS PLATE INS7ITUIE. NOS- 1991 NA710NAL DESIGN SPECIFICATION FOR WOOD COMSTHUCTTON ••, SPACING 24.0" TYPE 52-910 T15 THIS WG PRLPAREQ FnOM COMP T NP DIMENSIONS) SUUMITTED BY TRUSS MFR. TOP CHORD 2X6 SO. PINE /2 TC X-LOC L-R: 0.29 5.83 11.06 18.50 25.94 32.31 BOT CHORD 2X6 SO. PINE f2 WEBS 2X4 SO. PINE 93 BC X-LOC L-R: 0.29 11.15 21.66 32.31 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A)2X4 "T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY PLATE MONITOR USED. ERECTION CONTRACTOR. (B) IX4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH Bd NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY NOTE: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED ERECTION CONTRACTOR. BELOW. ANCHORAGE MUST BE CONTINUOUS TO FOUNDATION. UPLIFT : 890/ 8901 kNNNNNNNNNNNNNNNkNNNkNkNkNMkkNNkNNNN BRG LOC: o.-0 32'-7' N NOTE TRUSS DESIGNED FOR NET N UPLIFT BASED ON 25 PSF NET UPLIFT. N UPLIFT OF 25 PSF. k NNkkkkkkNkNNNkkkkNkNNkkkkkMkkkkkkkkk 5X5 2 . 5X4 6X6 1 . 5X4 f2 2X4 7.00 7.00 (a) 3X5 (A1) (A 3-2-0 3X7 5X6 3X4 4X5 11-0-0 15-0-0 6-7-4 � Y w 32-7-4 OVER 2 SUPPORTS R=17630 W= 3.50" R-17611f W- 3.50' PLT. TYP.-ALPINE SEON-- 29375 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0. 1675 ALPINE INSIIEEfED PRODUCTS. INC. 7mjS ES REQUIRE EXTREME CARE pc ii%HHP DESIGN CRIT:TPI REF **IMPORTANT** SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN MANKIND. ERECTION AND11Ug DEVIATION FROM THIS DESIGN OR HESE SPECIFICATIONS. OR ANY SWING. DEE 14118-91 BY TPI. SEE THIS DESIGN � JFiP• TC LL 30.0 PSF DATE 06/05/92 H O L ME S FAILURE TO GUILD THE TRUSS IN COWORMAMN WITH OBTSG By TPI FOR ADDITIONAL SPECIAL PERMANENT OWING NE ALPINE CONECTONG ARE MADE OF SOBA QALY. STEEL NUTIND ASTM OUINEHENTS. UNLESS OTHERWISE INDICATED. TOP 0. _' TC DL 15-0 PSF DRWG A41B GR A EXCEPT AS NOTED. APPLY CMWCICM TO EACH FACE OF CHORD MALL BE LATERALLY GRACED WITH PROM LUMBER TRUSS AM UNLESS OTHERWISE LOCATED ON THIS UESIOK POSITION LY ATTACHED PLYWOOD,SHEATHING. SOTTO"CHORD wS _. BC DL 10.0 PSF —ENG CO/ECTOM PER DRAWINGS; ISO. 150 S IDOA-F. DESIGN STAMAMS WITH PRCPERLY ATTACHED RIGID CEILING— SEE ( * < TOT.LD. 55.0 PSF 0/A LEN. 32-7-4 COfON H/AAL/CAGE!PROVISIONS OF HCS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE h/t/Gil FOR PROPER SEAL ON THIS OIAWINO APPLIES TO THE COPOENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �4NC%REEFS OUR.Fac. 1 . 33 PITCH 7 .0112 IN ONLY. AM SHALL NOT BE HELIEO tPON IN ANY OVER NAT. DESIGN TO THE THOS ERECTION CONTRACTOR. N1HYA14IA•,•'� -- _•--- ._- ...__._..._ _.. ....._.... __. __..... ..".. .. N SPACING 24.0" ITYPF JOB: RB 52-910 T16 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) T Y TRUSS MFR. TOP CHORD 2X6 SO. PINE F2 TC X—LOC L—R: 0.29 6.83 13.06 1B.50 23.94 32.42 BOT CHORD 2X6 SO. PINE #2 WEBS 2X4 SO. PINE #3 BC X—LOC L—R: 0.29 13.15 23.65 32.42 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) 1X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH SEE DRWGS. 130 & 160/16OA—F FOR TYP. PLATE LOCATION DETAILS. Bd NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. PLATE MONITOR USED. itlt>txilkl<rltstititittlil*IIstN�ttt*stxfltlNl<kllxwxkll NOTE: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED It NOTE TRUSS DESIGNED FOR NET x BELOW. ANCHORAGE MUST BE CONTINUOUS TO FOUNDATION. it UPLIFT OF 25 PSF, k UPLIFT : B00# BOO# IN IINNIMIINRNIFINNRNNIIIt�IlltaF >Fltllaslt�atas+t �►tataE BRG LOC: 0'-0 32'-7" UPLIFT BASED ON 25 PSF NET UPLIFT. 5X5 2 , 5X4 5X5 1 . 5X4 12 7.00 7.00 (A) 5X6 (A1 3X5 (Al) CA) T 3-1-5 0-7-4- T n 3X7 5X6 3X9 3X6 13-0-0 11-0-0 32-8-8 OVER 2 SUPPORTS R=1767/ W= 3.50' R=1767# W- 3.50" PLT. TYP.—ALPINE SEON-- 29377 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 CA LE m 0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRkHSSEG TEWIft EXTWE CUE �•�••••., DESIGN CRIT:TPI REF **IMPORTANT*X SHALL NOT NE NESPOWIDLE FON AM WARNING IN HANDLING. ERECTION AND �%us ' DEVIATION FROM THIS DESIGN W HESE SPECIFICATIONS. DR AM GRACING. SEE"19-SI ST TPI. SEE THIS DESIGN � •'"�FE�N'•� TC LL 30 .0 PSF DATE 06/05/92 HOMES FAIL1aE TG GUILD THE TPOSS IN COWGAHAIM WIIH GGT"GY TPI FDR ADDITIONAL SPECIAL 1ETMAWEM MUCINS RE ��, ALPINE CDI*ECNDM UK MADE OF CODA*ALV.STEEL WATIM ASTN wtfFNENTG. UKESS MWEIINISE INDICATED. TOP .164 TC DL 15.0 PSF DRWG A446 OR A EXCEPT AS NOTED. APPLY CONECTOM TO EACH FACE OF CHORD SHALL K LATERALLY MIACEO WITH PROPER "W"no 10"SS DIHSPWIaE LOCATED ON 1N/*OESIOK POftT1aN LY ATTACHED PLYWOOD SEATHtHS. DOITON CNOND -- -- BC DL 10.0 PSF -ENG LUMBER CONECTOta PER~INGS Hao. ISP G I"A—F. DESIGN STANDARDS WITH N MVMY ATTACHED RTD)O FtSE iLRN-- E �a1to� �' 55.0 PSF O/A LEN. 32-8-8 CWOFN N/ARLICAGIE FAMISIONS OF NLN f TPI. AN CHGIHECR'S ALPINE TECHNICAL UPDATE (1/I/911 FW TOT.LD. FROM" , •"'«••».•" Q' SEAL ON TNtf WANING APPLIES TO THE CMPQEPP NT DEPICTED NE$E DRYWALL APPLICATION. FtMIMH A COPY OF THIS 1't,�NHNQ/NEE,PP° DUR.FAC. J - 33 PITCH 7 .0/ ID iN ONLY, A !HALL NOT GE RELIED UPON IN ANY DTHUt WAY. DESIGN TO THE MAS ERECTION CDMMCTM(. THIHH _. __ l SpArTNr, :)a (I Tvnc RB 5Z-91 0 T17 THISW . POEPARED FROM COMPUTER INP T DIMENSIONS) TT Y TRUSS MFR TOP CHORD 2X6 SO. PINE 12 TC X—LOC L—R: 0.29 7.83 15.06 21.94 29.17 32,31 BOT CHORD 2X6 SO. PINE /2 WEBS 2X4 SO. PINE /3 BC X—LOC L—R: 0.29 9.56 18.50 27.42 32.31 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) IX4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH SEE ORWGS. 130 & 160/160A—F FOR TYP, PLATE LOCATION DETAILS. 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. PLATE MONITOR USED. N +istlllFlE1t*xxlExw�lx>fis�llwNx�fit+t>EiIxNiIxstx�I NOTE: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED N NOTE TRUSS DESIGNED FOR NET N BELOW. ANCHORAGE MUST BE CONTINUOUS TO FOUNDATION. UPLIFT OF 25 PSF. N UPLIFT : BOO! GOO# *MRIRRfNRRNIRNNRMNI1N11Naf�INxlfaFx]IaFNltxltatlFNK�IIs BRG LOC: 0'-0 32'-7" UPLIFT BASED ON 25 PSF NET UPLIFT. 6X6 6X6 9 . 5X4 4X4 7.00 7.00 CA (A) (A) 2X4 3X5 (A 1) 3-2-0 Tn 3X4 2 . 5X4 2 .5X4 5X6 4X7 15-0-0 7-0-0 10-7-4 IXX�t( 32-7-4 OVER 2 SUPPORTS ��1 R=1761/ W= 3.50" R=1761/ W= 3.50' PLT. TYP.—ALPINE SEON-- 29379 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15,6.5 —SCALE - 0, 1875 KPIIE ENOIMEERED PRODUCTS, INC. TMSSES REOUIRE EXTREME CAIS r.;;. DESIGN CRIT:TPI REF **IMPORTANT**SHALL NOT DE RESPONSIBLE Pm ANY WARNING IN wmxiNG, EMECTIIM AND CUs DEVIATION FROM THIS MSTM DN THESE SPECIFICATIONS, OR ANY BRACING. SEE MND-91 By TPI. WE THIS DESIGN ) •••.�Ft .,� TC LL 30.0 PSF DATE 06/05/92 HOLMES FAILUE TO BUILD 71E TRUSS IN CONFORMANCE WITH OSTM DY TPI FOR ADDITIONAL SPECIAL PERMANENT OWING RE ALPINE CONNECTORS ARE NAGE OF I00A MV. STEEL MEETING ASTM OUIRENEHTG. 1ALESS OTHERWISE INGICAIM TOP TC DL 15.0 PSF DRWG A446 M A ESCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOW SHALL K LATERALLY BRACED WIIH PROPER LUMBER TAM AND NESS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED K"MD SHEAIHINk 10170"CHORD __- BC DL 10.0 PSF —ENG CONNECTORS PER DRAWINGS 170, ISD G PGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING— SfE Og10�� Q<1 TOT.LD. 55.0 PSF 0/A LEN. 32-7-4 COMONM W/AMLICAOLE PROVISIONS Of NOS S TPI. AN ENOIIECR'S ALPINE IEC HICAL UPDATE !T/1/11! FOR PROPER (1, R SEK ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL ARTIICATIOP. n"llsH A COPY OF/N)S . CjiEEP`�, DUR.FAC. 1 . 33 PITCH 7 .0 12 IN ONLY, AND SHALL NOV OE IEIIED LPDA 1N ANY OTTER WAY. DESIGN TO THE TRt55 ERECT ION COHTRACIOR. . . _ .... .... ... ....... ..�... �.. ..... ... b..r.... SPACTNG ?4.0' TVPF JOB: R8 52-9JO T18 THISW PREPARED FROM COMPUTER INPUT SUUMITTED BY TRUSS MFR, TOP CHORD 2X6 SO. PINE #2 TC X—LOC L—R: 0.29 6.83 17.06 19.94 28.17 32.31 BOT CHORD 2X6 SO. PINE 02 WEBS 2X4 SO. PINE #3 BC X—LOC L—R: 0.29 9.58 18.50 27.42 32.31 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) JX4 "T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH SEE DRWGS. 130 & 160/16OA—F FOR TYP. PLATE LOCATION DETAILS. 8d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. PLATE MONITOR USED. tt>Erttttxxxitxx>Fltxx�txx+tltx>txitstxxxxsF+t>E>tiFx NOTE: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED x NOTE TRUSS DESIGNED FOR NET x BELOW. ANCHORAGE MUST BE CONTINUOUS TO FOUNDATION. x UPLIFT OF 25 PSF. x UPLIFT : 800# 800# *xxxxxxxxxxxxxxxlcxxxxxxlNxxxxxx*xxxxx BRG LOC: 0'-0 32'-7" UPLIFT BASED ON 25 PSF NET UPLIFT. 6X6 6X6 7.00 7.00 1 . 5X4 3X6 (A) (A (A) 2X4 3X5 (A 1) (A) 3-2-0 0-7-4-L 3X5 2 . 5X4 2. 5X4 5X6 4X4 17-0-0 3-0-0 12-7-4 " I 32-7-4 OVER 2 SUPPORTS 6(zk ?' R-1761# W- 3.50" R-1761# W- 3.50" PLT. TYP.—ALPINE SEON-- 29381 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 CALE - 0. 1875 ALPINE ENUINEERW PRODUCTS. INC. TaesES REWFE EATFM CARE r., DESIGN CRIT:TPI REF **IMPORTANT**9Y1LL NGT sE F&SPOSIN.t FOR ANY WARNING IN NMoula ERECTION AND L1US DEVIATION FRDN THIS DESIGN OR TNESE SPECIFICATIONS. OR AM NTACING. SEE HIS-91 GY TF1, SEE THIS DESIGN � ESP, ,A TC LL 30.0 PSF DATE 06/0 WE 5/92 HOLMES FAIUTD BUILD THE TRUSS IN CONEOMANCE WITH OSTGG DY TPI FDR ADDITIONAL SPECIAL WNR OWING Rp ALPINE CONNECTORS ARE HARE OF 200A GALT. STEEL MEETING MTN OUtmEaTS. UNLESS OTHERWISE INDICAIM TOP S.Iiry TC DL 15-0 PSF DRWG 445 NN A EECEPT AS NOTED. APPLY CONECTOM TO EACH FACE OF CHH NULL SE LATERALLY GRACED WITH PROPER ' TRUSS AND NARLtSG OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED S PLYAOOD SHEATHIM MITCH ao BC OL 10.0 PSF -ENG LUMBER55.0 i; CaGECTaO Pan DRAWINGS 93W NOG S 1504-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING-GEE �CNI�O*� TOT,LD. 55.0 PSF 0/A LEN. 32-7-4 CaWaa W/APPL UN ProVISIORS OF WDS S TPI. AN ENSINEMS ALPINE TEoatCAL UPDATE o/tnu FGR HIGHER ,Tr Q SEAL OW THIS GNAWING APPLIES To THE COMPONENT DEPICTED FEW DRYWALL APPLMATION. FuuISN A aw OF THNs rC/NEEp4H 1N GMT. AND SHALL NOT CE RELIED UPON IN ANT OTHER NAY. DESIGN TD THE TNaAS ERECTION aNTNACTaL. 'L�r, �, OUR.FAC. 1 .33 PITCH 7.0712 _ _ .__.... . —-- ... —.— —. — unra".. fro wry"rrwrwrnro . . J SPACING 24.0" ITYPE O : R 0 T19 THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS 6 N SUBMITTED Y TRUSS MFR. TOP CHORD 2X8 S0. PINE 01 Dense. EXCEPT AS SHOWN TC X-LOC L-R: 0.27 4.52 7.83 11.13 15.38 BOT CHORD 2X6 SO. PINE #2 WEBS 2X4 SO. PINE 13 BC X-LOC L-R: 0.27 4.47 11.18 15.36 : Ti-2X6 SO. PINE #2 (2) 2XBX 8-06-03 SO. PINE #1 Dense SCABS LEFT SIDE ATTACH ONE SCAB TO EACH FACE OF TOP CHORD WITH: (2) 2X8X 8-06-03 SO. PINE #1 Dense SCABS RIGHT SIDE 16d NAILS @ B" O.C.. PLUS ADDITIONAL CLUSTERS AT: ATTACH ONE SCAB TO EACH FACE OF TOP CHORD WITH: BRG. (6)-16d : HEEL (iO)-16d : ist T.C. PANEL (4)-16d 16d NAILS @ 8' O.C.. PLUS ADDITIONAL CLUSTERS AT: BRO. (6)-16d : HEEL (10)-16d : 1st T.C. PANEL (4)-16d CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. #1 HIP DESIGNED TO SUPPORT 7-0-0 JACKS WITH NO WEBS. SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. 8X8 2 . 5X4 8X8 ITI ip 10.0 10.00 3X8 (AI) 3X8 (AI) 'E E91 I 3X4 3X4 4-3-15 7-0-0 4-3-15 /( 21-0-0 OVER 2 SUPPORTS R=2486# W= 5.50" R=2486# W= 5.50" R= -//so d- -1130 PLT. TYP.—ALPINE SEON-- 28281 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE — 0.3750 ALPINE ENGINEERED PROOUCTS. INC. TRUSSES REWIRE EXTfENE CAFE DESIGN CR I T:TP I REF **IMPORT ANT**sNALL NDT BE RESPONSIBLE FOR ANY WARNING IN ""HOLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HIB-91 BY TPI. WE THIS DESIGN \OS Q. TC LL 30.0 PSF DATE 05/20/92 HOLMES FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTGG BY TPI FOR ADDITIONAL SPECIAL PERMA1FHf SWIM RE �d' ALPINE CONNECTORS ARE MADE OF 200A BALM. STEEL MEETING ASTM OUI1EWHIS. tHESS OTHERWISE INDICATED. TDPo.5604 ,l TC OL 15.0 PSF DRWG AAAG SR A EXCEPT AS NDTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Truss AND LEA-ESS OENMISE LOCATED ON THIS DESIGN. POSITION LT ATTACHED PLYWOOD SHEATHING. BOTTOM aHw 1 BC DL 10.0 PSF LUMBER -ENG LoNECTWO PER WAVINGS ISO. 150 B 1GOA-F. DESIGN SluaAROS WIT"PROPERLY ATTACHED RIGID OEILTMS— f TOT.LD. 55.0 PSF O/A LEN. 21-0-0 COWOM W/APPLICABLE PROVISIONS OF IDS G TPI. AM ENGINEER'S ALPINE TECHNICAL UPDATE 1T/1/Bu FOR PROPER '• 10 ON R10.; Q' SEAL THIS DRAWING APPLIES TO THE COMPONENT DEPICTED FERE ORYVALL APPLICATION. FURNISH A COPY OF THIS 41•GDUR.FAC. 1 . 33 PITCH 1 Q0 1 ENE QS IN ONLY. AAO'SHALL HOT BE RELIED UPON IN AMY OI ER WAY. DESIGN TO THE VMS ERECTION LLNfPACTG1. N • •�• = .-TPI -Ilms PLAT£ IHSTITUT£. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTfmTION . •'! SPACING 5 4.0" TYPE J ' R T20 THIS QWG, PREPARED FRQM COMPUTER INPUT & NS SUBMITTED Y TRUSS MFR. TOP CHORD 2X8 50. PINE fl Dense. EXCEPT AS SHOWN TC X-LOC L-R: 0.27 6.52 9.13 15.38 BOT CHORD 2X6 SO. PINE #2 WEBS 2X4 SO. PINE 03 BC X-LOC L-R: 0.27 6.47 9.18 15.36 : 71-2X6 SO. PINE #2 CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS.�— 8X12 8X8 10.0q / 10.00 3X8 (Al) 3X8 (A 1) ISUI��4 INII 1 . 5X4 2 .5X4 140 6-3-15 3-0-0 6-3-15 `! - 1 2-g- 21-0-0 OVER 2 SUPPORTS R=1105# W= 5.50" R=1105# W- 5.50" e= sot e-- -Sb2 PLT. TYP.-ALPINE SEON-- 28283 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0.3750 ALPINE ENGINEERED PPOOKX s, INC' TRIAIt IEIRIEE FXYREE CAM DESIGN CRIT:TPI REF **IMPORTANT**sHALL NOT BE IESw www Fm ANY WARNING IN NANOLTNNQ ESECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. RI ANY BRACING. SEE RIO-91 BY TPI. SEE THIS DESIGN �Z;...,,,• TC LL 30 .0 PSF DATE 05/20/92 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH MISS BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING IE �: HOLMES ``AWS IFErJ TC OL 15.0 PSF DRWG ALPINE CONNECTORS ARE IIAOE OF 200A BALM. STEEL IEETING ASTN OUITENEMS. IM.ESs OTHERWISE INOICATEp, TOP ,,...«...« � A446 OR A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOIO SHALL BE LATERALLY BRACED WITH PROPER Ott NNEBC DL 10.0 PSF -ENG LUMBER TRUSS AND FESS OTHERWISE LOCMA-F. ON THIS CE IGH, POSITION LY ATTACHED PLYWOOD S EATHINS. BOTION CHOW O.SGO CONNECTORS PER DRAWINGS 190. 190 O A-F. DESION STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—SEE �((��J� TOT.LD. 55.0 PSF O/A LEN. 21-0-0 COFON W/APPLICASLE PROVISIONS OF POs O TPI. AN ENGINEEFVS ALPINE TECHNICAL UPDATE 17/1/91) FOR MIOPER f n I SEAL ON THIS DRAWING APPLIES TO TME COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS IN ONLY. AND SHALL NOT K RELIES t"k IN ANY OTTER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. .�ORLOI',.�Q' OUR.FAC, 1 .33 PITCH 10 .0/ 1 "—TPI- TR/SS PLATE INSTITUTE NDS- 1991 NATIONAL DESIGN SPECIFICATION FON WOOD CONSTRICTION •, Gjp EEQ�.- SPACING 2 4.0" TYPE �4.1uv•' R THIS DWG, PREPARFROMCOMPUTER INPUT (LOADS & DIMENSIONS) SUBMIT Y TRUSS MFR. TOP CHORD 2X8 SO. PINE #1 Dense TC X—LOC L—R: 0.27 7.83 15.38 BOT CHORD 2X6 SO. PINE #2 WEBS 2X4 SO. PINE 03 BC X—LOC L—R: 0.27 7.83 15.38 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. SEE ORWGS. 130 G 160/160A—F FOR TYP. PLATE LOCATION DETAILS. 8X8 10.0 10.00 3X8 (Al) 3X8 (A i) U. QRS& 1. 5X4 2 8-� 7-9-15 7-9-15 21-0-0 OVER 2 SUPPORTS R=1105# W= 5.50" R=1105# W- 5.50" PC 'sot c: -soL PLT. TYP.-ALPINE SEON-- 26285 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0,2500 ALPINE ENSIIEEIED PIWOUCTL INC. iRussES PEBDIRE EXT1EHE CARE DESIGN CRIT:TPI REF **IMPORTANT**sNALL wT BE TEsPHm isLE Pon AMT W ARN I NG IN HMaLINk U=TIDH Am DEVIATION FROM THIS DEG1TNI OR THESE SPECIFICATIONS. OR ANY GRACING. SEE NIS-91 SY TPI. SEE THIS DESIGN �,;,,;� TC LL 30.0 PSF DATE 05/20/92 FAILURE TO GUILD THE MOB IN COFORNANCE WITH OOTBB GY TPI FOR ADDITIONAL SPECIAL PEPNAIEM GRACING RE `uS ( HOLMES ALPINE CONECIOS ARE MADE OF 200A SAM STEEL MEETING ASTN 9UItENENTS. UNLESS OTHERWISE INDICATED, TOP J;�;� TC OL 15.0 PSF DRWG AANG HAT A ExcEPT 49 NOTED. APPLY CONNECTORS TD EACH FACE OF CHOM SHALL BE LATERACED LATERALLY GRAWITH PROPER � TRUSS ANG ULESs OTHERWISE LOCATED ON THIS OESIGN. POSITION LY ATTACHED PLYWOOD SHEATHINO. BOTTOM Mato f 9.S6W BC DL 10 .0 PSF —ENG LUMBER E COH CIOR5 PER OMWIIG S 190, 150 C ICO&-F. DESIGN STANDARDS WITH PROPEPLY ATTA04M RIOLO CEILING—SEE s CONOW N/APPLICABLE PROVISIONS OF HOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/011 FOR WaPER f CPA I TOT.LD. 55 .0 PSF O/A LEN. 21-0-0 $NA.O/tN(S DRAWING APPLIES TO THE COMPONENT DEPICTED MAA DRYWALL APPLLGATION. FUNISN A COPY OF THIS i� f1pg10�.,Q ouR.Fac. 1 .33 PITCH 10 .O IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DE9IDN TO TNE 1HISS ERECT NON CONTRACTOR. TPI IRlSS PLATE tlt5illUtE. MDS- 1991 NATION/.l OE9IM4 SPECIFICATION fOR MOOD COISfHGICTION NGlNE�� SPACING 24-0" ITYPE JOB: FIB 52-910 T22 THIS DWG, PREPARLD FROM COMPUTER INPUT (LOADS & DIMENSIO11S) SUBMITTEDY TRUSS MFR. TOP CHORD 2X6 SO. PINE #2 TC X-LOC L-R: 0.29 3.54 6.94 10.33 13.73 17.13 20.37 BOT CHORD 2X8 SO. PINE 01 Dense WEBS 2X4 SO. PINE #3, EXCEPT AS SHOWN BC X-LOC L-R: 0.29 3.54 6.94 10.33 13.73 17.13 20.37 .Wi-2X4 SO. PINE #i N : :W2-2X4 S0. PINE #2 N 3 COMPLETE TRUSSES REQUIRED BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER * AS EACHTEN TLAYER OGETHER WITH ISPPLI ]6D NAILSED BRG LOC 1 00-00-00: 1 BLOCK 12" LONG - 8 16d NAILS/BLOCK BAG LOC 2 20-08-00: 1 BLOCK 12' LONG - 19 16d NAILS/BLOCK if*A- TOP CH ------------------ 9' O.C. WEBS ------------------ 4' O.C. STAGGERED CAMBER TOP CHORD AND BOTTOM CHORD 1/4' AT MIDSPAN BOT CH ------------------ 2' O.C. STAGGERED BETWEEN BEARINGS. NOTE: (1) 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED FOR (2)-16D NAILS IN EITHER TOP OR BOTTOM CHORDS. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. TOP CHORD BOLT SPACING NOT TO EXCEED 18' O.C.. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS NOTE: LOCATE STAGGERED BOLTS 2" FROM OUTER EDGE OF CHORD. MUST BE MARKED BY TRUSS FABRICATOR. PLATE MONITOR USED. SPECIAL LOADS --------------------------------------------------- TC From 90 plf at 0.00 to 90 plf at 20.67 NOTE: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED BC From 894 plf at 0.00 to 894 plf at 6.50 BELOW. ANCHORAGE MUST BE CONTINUOUS TO FOUNDATION. BC From 1198 plf at 6.50 to 1198 plf at 20.67 UPLIFT : 5500# 6190# BRG LOC: 0'-0 20'-8' MMWIINIEMMiHMMNRMMNRNNx1H1tItR11N1HkMkMiFkIfMR UPLIFT BASED ON 25 PSF NET UPLIFT. R NOTE : TRUSS DESIGNED FOR NET N R UPLIFT OF 25 PSF. R IIIIRIIIHIIITIHIHIII1RNICNiEifilififififNifilMiftEififNilifMtiM 8XIO 5X8 7X6 2X4 7X6 5X8 8X10 2_91_0 1 w2 1 2-11-0 � 8X10 8X8 10XI0 8X8 8X10 ** 2X7 2X7 20-8-0 OVER 2 SUPPORTS R=11348# W= 3.50' R=12632# We 3.50" PLT. TYP.-ALPINE SEON-- 29388 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0.2000 ALPINE ENGIIEEHED PRODUCTS. INC. TN S LEOn E EATK E CAPE t.::.,� DESIGN CRIT:TPI REF **IMPORTANT**SHAU.NOT BE RESMOSBLE FOR AHT WARNING IN HANOLINS. ERECftON AM �.1U8� � DEVIATION FRON YNOJ MIBN OR THIEVE SPECIFICATIONS. OR ANY SPACING. WE"ID-21 BY /P1. SK THIS DIESION �. FE. ., TC LL 30 .0 PSF DATE 06/05/92 HOLMES FAIINE TO WILD THE TNHSS IN CONVORMANCE WITH OSTSO BY TPI FOR ADDITIONAL SPECIAL PERIAIEM BRACING RE ALPINE CONNECTORS ARE MADE OF 200A DAILY. STEEL MEETING ABT" OUIRETEHR. M2.ESS 61HEROIfE LOICATTG. TOP �. ,.g s' TC OL 15.0 PSF DRWG 4446 OR A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOW S►M L HE LATERALLY DRUM WITH PROPER BC 10.0 PSF —ENG LUMBER THIO AND UNLESS OTNERUISE LOCATED ON THIS OESIOL POSITION LLT ATTACH® NNG PLVMM SHEAT . BOTTOM CHORD _ CONNECTORS PER OAWINO 120. ISD S ISOA-F. OEBION STANDARDS WITH PN%EILV ATTACHED RIGID CEILt1!—SEE • '?OHI�o�, r TOT.LD. 55.0 PSFJOA LEN. 20-8-0 S MrOM W/APPLICABIE PROVISIONS OF HOS S TPI. AN EWSIN:ER*S ALPINE TEOOtCAL UOATE R(tl6/1 FOR PROPER ...,.. Q TEAL ON THIS OTAWING APP7.EES TO THE CoHPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �OINEfLR OM.FAC. 1 .33 DEPTH 35.0" 1M ONLY. ANO SINAL NOT BE RELIED WON IN ANY OTHER WAY. OESIYN TO THE TRUSS ERECTION CONTRACTOR. `ULLA �r TYP MAP%PI S 1 .WCTNP.. PRR. PY". PAA YP/,WAN Mq,_ fSPACING SEE ABOVE ITYPF � CITY OF ATLANTIC BEACH n witI FACSIMIL$ TBAIISmISSIOII TO FOLLOV T0: FAX#- ,,_. FROM: WPAGES: DATE' (TO FOLLOW) MESSAGE: l d wilit. Nfita. CITY OF ATLANTIC BEACH FAX 247-1224tVjj&m, -V(fta,. Ism memo LLILM nNow11 IN R On MONOMMOMME 101111WIN MEN oil I1 y■`� �pf x 32.a' 33 s.x• r a4 � ;; tit z+•8 � � ` J-STORY Black - " ' F 1 N G"i AX,*GB' b j S•3" $TONE' AND 6,RAVe4 2p U'/ •4(,(- a-S' 0 PA}LKfNIa, g X 0 2 Y � '° {fho Af R� ..tnh ala •'3 t � O 1V1,, 'u 2 $ WOtASG a s IL ' 3'•s f..QLR •y `` 1.?KIY.� ` S, . 55.07` "•w a<.i r,.r» -t * •• Gf.2 e+ 8 Z9 � z• "X. k�y ..+ > �7S'�P, � O Y FG, ii '' ', O.Yy•I..t II�..�.r'= p,a's. 1�• J �7 1 1 e s s ¢, j DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH { PERMIT INFORMATION '�- ---�-_` LOCATION INFORMATION __ Permit Humbert 5809 Addrewaa s; 2127 BRACH AVENUE Permit' Typos PIECEAkICAL ATLANTIC BEACH, FLORIDA 32233 Class cif Works NEW ------ LEGAL DESC91PTION .. Constr. Types WOOD >"RAME Lots Block Section: Propoa od Uaays SINGLE FAMILY Towomhips RNOs O Dwell.inga s 1 Codes O Subdivisions NORTH ATLANTIC BEACH Eastimated Value s; $04 00 ImprAtrv. Costs $0.00 Total F at *32*'00 A ►ou.. h, $32, 00 Dat 8/19/92 Work D� � GAS, WATER HEATERS, LOG LIGHTER VALV IN NEW RESIDENCE 4 tl ares `-�-- NATION � .&. i �. � _",","' .APPLICATION FEES .....__ N PERMIT $3 .00 Add`- AVENUE WATSk' IMPACT FEE *0.00 I C , F'LQ► tIDAgol 3 r P F'FxE $0.�00( Ph' '4� �'':eh � A*V }� R 4gt a� $ry � + 3 * t RADON GAS-H. R. S.S. $0.00 NFOftMAt N -- .__ RAIN GAS - 5% $0. 00 »sage: I. G COMPA � ,. WATER TAP $0. 00 SEW ..WkI k ' h _ $0. 60 JACK ILLS, FL 32201 HYDRAULIC SHARE $0.00 Lice 33 �� '� � "T. ,4 ype s 6 RE.-�IHSPECI" FEE � �►�.O+D SEC.`H IMPACT FEE $0*GO NOTES: NOTICE—'ALL CONCRETE.PORMS AND FOOTINGS MUST BE INSPECTED SEFOR 'POURING PERMIT VOID,SIX MONTHS AFTER,DATE 7F ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN'OUBLIC SPACE,AND MUST BE CLEARED UPLAND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE ECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNERe LAYING TWICE FOR SUILDING IMPROVEMENTS." ;KIDATION }K#TEs A81C1/9 ISSUED ACCORDING TO APPROVED, PLANS WHICH ARE PART OF THIS PERMIT AND S TO REVOC . FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. � C00 , ATLANTIC BEACH BUILDING DEPARTMENT By: CITY OF r � v'eacl - �wuda 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 February 8 , 1993 TO WHOM IT MAY CONCERN : We have the reviewed the project at 2127 Beach Avenue (Pool Deck) and find that it meets all codes and ordinances of the City of Atlantic Beach pertaining to building and zoning. The portion of the project which encroaches the Coastal Construction Control Line was permitted contingent on approval by the Florida State Department of Natural Resources . S' ncerely , on rd Building Official George Worley, II Zoning Director TRANSMITTAI, DOCUMENT FOR JEA 1-)` 1 DATE: A The following permits have passed "rough" inspection: Permit No. Address 7-Z, ) Enclosed are our ( blue) copies of the permits. Please update your records accordingly. / T nk yr,� -f c1-L BUILDING CLERK CITY OF ATLANTIC BEACH /vcb 05-20-1992 3 1. ."K.IE:H a."'�T.-A!il'"'h IL._"'u'"::.3' al:: ';w P'.yoe 1 of 1 14:25:58 TRUS JOIST MacMILLAN (E-A1111) Project Him Gary Grider 152-909 Page Title: Bees 41 ---------- TJSizingT" 3.30 ----- Building Code HER --------- Type of Sale Olr -------------- 1191033053 ---------- Roof (non-snow load, LDL) live Total Merber Use............ SEAM Stress Level........... 1338 Defl. Defl, Meeber Slope(in/ft).. 0.000 Live Load(psf)......... 30.0 Span 1 l/240 l/180 Roof Slope(in/ft).... 0.250 Dead Load(psf)......... 17.0 Glued Floor............... N Partition load(psf).... 0.0 Repetitive Merber Use..... N Deflection Criteria...... MR Reinforced Overhangs...... N SPECIAL LOADS: live Load Stress Dead load Width Starting Point to End Add/Repl I TRIAN(plf) 0/ 593 133% 10/ 494 14'- 0.00" 0'- 0.00" froa Lt Repl 2 UNIF(plf) 593 133% 494 7'- 0.00" 7'- 0.00" froa Lt Repl 3 CONC(lb) 1672 1338 1393 7'- 0.00" fres Lt Add 2 Pcs of 1.75" x 16" MICRO=LAM(R) SP LVL 2.0E @ 12.0" o/c 14' 0.00" IMPORTANT! The analysis presented below is output froa software developed by Trus Joist MacMillan. Allowable product values shown are in accordance with current Trus Joist MacMillan saterials and code accepted design values. Trus Joist MacMillan Engineering has verified the analysis. The input load and diiensions have been provided by others and oust be verified and approved for the specific application by the design professional for the project. Design assures adequate continuous support of the joist cospression flange. Maxim Design Allowable Control Shear(lb) 12444 9456 c 13889 1473 RIGHT end Span 1 under 1331 stress TOTAL Load Morent(ft-lb) 38159 38159 c 46554 1223 MID Span 1 under 1338 stress TOTAL Load Live Defl.(in) 0.327 c 0.700 L/515 MID Span 1 under Live Load criteria Total Defl.(in) 0.607 ( 0.933 l/277 MID Span 1 under Total load criteria Span 1 " Max. Reaction Total(lb) 6126 12444 NL T,CE: This Soeciai`y Engi^eer'S Seal Live(lb) 3257 6717 applies o,liy to tho Trus Joist MacMillan Min. Brg. Length(in) 2.0 4.3 4.0 8.8 components indicated and for the loads Max. Unbraced length(in) 40 shown he.rei.r;. The design criteria MUST be VERIFIED Oy the Structural Engineer of ieoora tc, he correct for the applies-vn. Copyright (<) 1991 by Trus Joist MacMillan, a lirited partnership, Boise, Idaho. MICRO=LAN(R) is a registered tradeeark of Trus Joist MacMillan. TJSiiingTN is a traderark of Trus Joist MacMillan. 05-20-1992 ..SSP. 1. .d r.iE.' d-:••L F, .1L. .r:;l' Paae 1 of 1 14:28:06 TRUS JOIST MacMILLAN (E-A1111) Project Nate: Gary Grider 152-909 Paae Title: Beat 12 ---------- TJSiiingTN 3.30 ----- Building Code NER --------- Type of Sale Dlr -------------- 1192033053 ---------- Residential Floor (LOL) Live Total Member Use............ BEAM Stress level........... 100% Defl. Defl. Member Slope(in%ft).. 0.000 Live Load(psf)......... 40.0 Span 1 L/360 L/240 Roof Slope(in/ft).... 0.250 Dead Load(psf)......... 15.0 Glued Floor............... N Partition Load(psf).... 0.0 Repetitive Member Use..... N Deflection Criteria...... MR Reinforced Overhangs...... N SPECIAL LOADS: live load Stress Dead Load Width Starting Point to End Add/Repl 1 UNIF(plf) 360 100% 225 12'- 0.00" 0'- 0.00" from Lt Repl 2 P c s of 1.75 x 11.875" MICP,O=LAMCRSP LVL 2.0E @ 12.0" ofc 12'- 0.00" IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan. Allowable product values shown are in accordance with current Trus Joist MacMillan materials and code accepted design values. Trus Joist MacMillan Engineering has verified the analysis. The input load and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Maximum Design Allowable Control Shear(lb) 3579 2989 t 7897 264% LEFT end Span 1 under 100% stress TOTAL load Moment(ft-lb) 10737 10737 t 20079 187% MID Span 1 under 100% stress TOTAL Load Live Defl.(in) 0.190 t 0.400 L/758 MID Span 1 under Live Load criteria Total Defl.(in) 0.315 c 0.600 L/458 MID Span 1 under Total load criteria — --- Span - Max. Reaction Total(lb) 3579 3579 Live(lb) 2160 2160 NCt ; Erg. Length(in) 1.5 ` ' '�,,.,; Min. Er 2.5 1.5 2.5 �z y,y`' ��`, r E^:;ir?et'S Seal A;�, c :,y i ,;,a, T ��, 'dill Max. Unbraced length(in) 173 CtT;nor; �=°, :rte r r ^'teta4 an �. �.�t_itiI=:rz acid for the loads Shown l,erc-in, 'The design criteria t>n 1S;h;: LE--R?.c,E by the Structural ieco=o tc he correct for apprr;,uR4c;. the Copyright W 1992 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. MICRO:LAM(R) is a registered trademark of Trus Joist MacMillan. TJSizingim is a trademark of Trus Joist MacMillan. R F1 THIS W . PREPAREQ FROM COMPUTER INPUT (LOADS & DIMENSIONSIM T Y TRUSS MFR TOP CHORD 4X2 SO. PINE t2 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. BOT CHORD 02 SO, PINE 01 N. EXCEPT AS SHOWN IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 SO. PINE 03 MUST BE MARKED BY TRUSS FABRICATOR. :81-02 SO. PINE #2 N NOTE: TRUSSES ARE TO BE SPACED 16" O.C. MAXIMUM. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. + 2X6 03 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ( It } SPECIAL CUT WEBS. TO EACH TRUSS WITH 3-104 NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. X10-5-14 10-5-14 TO GENTEEL OF 2.4-0- MAX. OPEN CHASE W=3X4 30.0" TYP. 1X3 1X3 4X4 3X5 3X3 3X3 3X3 3X3 3X3 3X3 3X5 04 1T10 110 05 3X5 3X3 1.5X4 3X3 3X3 3X5 2X3 3X3 1.5X4 2X3 W=3x4 4X5 00 20-11-12 OVER 2 SUPPORTS 01 R=956# W- 3.50" R=956# Wa 3.50` PLT. TYP.-ALPINE SEDN-- 26598 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0.2500 ALP11E EssINEEMED PIi00OCT8. INC. "VMS mwTaE Exmw CUE �.r..,.:, DESIGN CRIt:TPI-PCT REF **IMPORTANT**swLH Mor DE TESPOMst0.E Faa Asn ARNING IN HMHOLIM TEWCT ION AND +h, DEVIATION FHON THIS HESt4N as THESE SPECIFICATIaNS. CR AW WIACIN6. SEE"I"I SY TPI. SEE TNI$twStSN } VUS Rfre. TC LL 40.0 PSF DATE 05/27/92 NC?L[{ f •. ..ME5 FARM ft Witp TIE ?AM Ill caNFaNNANCE WITH asiSS DT TPI FMUxTtTIaNAt sPECIAA.PEIiMAMEM 6nACENX nE s ALPINE COMIECTONS AME NAGE OF 200A SAM STEEL NEETITIS ASTM txfltE+ENTS.UNLESS OTWIMtSE IMICATED. TOP S,yagb TC DL 20.0 PSF DRWG A446 SS A EXCEPT AS MOTO. APPLY C01WCI1M TO EACH FACE OF CWW SWL BE LATERALLY MACEO ItITM PW" w t*Un aTHEHUtSE LOCATED a TNES DESt*K RMITION LY ATTACHED PLYNSOO SIEATHINR WTI"Dow �_� f BC OL 10.0 PSF -ENG M, IM S$WA-F. DESIGN STANDAHOS WITH PROPOLY ATTACIEO RtStb CEILTNS—SEE mt $ ��• `fvelo� a TOT.LD. 70.0 PSF O/A LEN. 20-11-12 M c Wt. AN,"ED WIVEIN'S ALPINE TMKICAL ON, F HT/T1STI )r F THIS .,H. yGINEt4� ;� .Fac. 1 ,00 DEPTH 16.6" ""rMEti lEiE ORY1fALt APPLtCATidl. FLONISN A COPY OF THIS arr -RTSN To THE MISS MCI 104 cpNTMAcTaM. '*,.,,..__..." � I VA tt M Nc Nc AS SM%IVA p INST pl jEOp DF TRUSS UP M MP t ANI5 P RU EpS s pgR ED 6" p.C• µpXIMUM FR EUS TRU WG. P PpR iDT SASE Wk KED QY TD SE SPAC Npl�-S TM MUS TFNSSES ARE pRE COMA WIRE NOPE: SpEC1FIVO f #2 14- NAI$pE.C1pE �8g a SNDWN All CUT 5 - OR PIN i, N EXC TP Ns AX2 SO' PINE4Y,2 I3 } x } EP 5p. INE EXC CNDRD Ax2 SD PINE /3. v11"l21 NS- ep 040"s Axl gD. #2 N ATE IOCATIO ATTACH AX2 S0. INS Al5D FOR TY CDNS1NUDg1RDNG0 CK MATERIAE TO veFER TO �pW FIR DR g3tTER NATE VIEN 10 iadCO ACTOR. + ��5U Ep BY RECt10N "COCPE��NASE IO_0-6 24.0 JA X Q. IV- 30 a to-5 ,�3X _IA WA AX6 3X3 3X5 _�0 3X3 wt 9' t � gXA 3X3 3X3 t i %y,3 3X5 3X3 3x5 2X3 3X3 AXA 3X3 AX5 3X3 3X5 3X3 0 200 AX5R¢g34A 95 ro.5 F ASE 7/92 1 pEV PCT TE 05 2 2X3W— A SUpp4P�5 CpIT:TPi" DA 3X A Ove 2 ON CONTapcjQR DEgIGN AO •O s 0 %JG 20,6_ ERECTI ,;;:.;,it�;. Tc �� 20 •4 -ENG O-6"A �' L • tC DL 90 O PSF D/A EEM. 2 I6 5•. S DESIGN T Eyl ew-c pe v\.s.EF's•''y. pY OF TNI s V* VESSO' e, '�,,� 6C D4 p phi--� R�g3Ai1 W= 3.50" RNIgH p CU toc•�N NIVAGNte ti,val ip%*M L001t TOT.i-O pO FU o S. 'C VEet"'-eEaSE inn 1 • Q. . D� FAC• G 235g9 EwatteEt� S6lE foo 00� ot'�40sitoHuo- N pttEOO a,MttOM 000 fIQAt�r y sOr caEDN-f- T XX wsa yN� t °`fs oosiee e t tN ff£ g1W1 VE �AiN1t6�4i sem- '`�tt NGiNEfQ°� cor r PINE rA�{ t6N on lif. E 00 '011"6"g of �qf° �cYEQ p`. 1000 ataxo f PION'" t• . AL Mp0 N'AAStEs cnNF VESL p►LE tr �ti r► tC it! 'tom tNie .....N•.. pE f • TYP x too �'o s* f 2vp1ca WOO V s o" � Alt �Mps sU sa sa+ lop, 04 - .,Esso"' .�.,•tfr• .,nvMri+� _..E.I _....•••-- JOB: RB 52-909 F2 THIS QWG. PREPARED FROM COMPUTER INPUT (LOADS G DJMENSIONS) SUBMITTED Y TRUSS MFR TOP CHORD 4X2 SO. PINE 02 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. BOT CHORD 4X2 SO. PINE 02 N IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 SO. PINE 03 MUST BE MARKED BY TRUSS FABRICATOR. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. NOTE: TRUSSES ARE TO BE SPACED 16" O.C. MAXIMUM. + 2X6 /3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. [ M ) SPECIAL CUT WEBS. F 8-10-8 ,t 9-4-8 TO CENTER OF 24.0- MAX• OPEN CHASE 30.0" TYP. 1X3 3X3 1X3 T 4X4 3X4 3X3 3X3 1 .5X4 3X3 3X4 4X4 T 1-4-10 X 1-4{-10 4X4 3X4 1 .5X4 3X3 3X3 3X4 4X4 2X3 3X3 2X3 18-3-0 OVER 2 SUPPORTS R=B28* W= 3,50" R=828* W- 3.50* PLT, TYP.-ALPINE SEON-- 28600 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0.3750 ALPINE ENGINEEIED NSPRoauCTs. INC. ,FUSSES RENDRE EXTREME CARE a� DESIGN CRIT:TPI-PCT REF **IMPORTANT** SHALL NDT DE RE6POITLE FOR ANY WARNING IN HAMLING, ERECTION A/O *N DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY DRACING. SEE NID-91 BY IPI. SEE THIS OESISN t,us(E'�.s'�., TC LL 40 .0 PSF DATE 05/27/92 H 0 L ME S FAILUSE 10 WILD THE TRUSS IN CONFORMANCE WITH 99198 BY TPI FOR ADDITIONAL SPECIAL PERIA/ENT DRACINS RE ALPINE CONNECTORS ARE MADE OF E00A ITALY. STEEL MEETING A37H 0111EMENT9. IMLESS OTNFIMISE INDICATED. TOP +(� B. �� TC DL 20 .0 PSF DRWG A449 OR A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHIALL DE LATERALLY BRACED WITH PROPER 'f fill 8C DL 10.0 PSF LUMBER -ENG UILTR/SS AND ES9 OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD tt CON ECIOR9 PER DRAWINGS 130, ISD S ARTA-F. DESIGN STANDARDS WITH PFMFFLY ATTACHED RIGID CEILING__ SEE i J COWOFM WAPPLICAMLE PRDVISIONS OF WDS i TPI. AN ENDIMEER•S ALPINE TECHNICAL UPDATE TI/I/9R FGR PROPER �Q, TOT.LD. 70 .O PSF 0/A LEN. 18C-3c0 SEAL ON IRIS DRAWING APPLIES TO 111E COMPONENT DEPICIED TETE DRYWALL APPLICATION. FURTISN A COPY OF THIS ''I AWGINEEQ' DUR.FAC. 1 00 UEPT11 11.1.611 IN IMM.Y. AND SIOIL NOT ITE /ELitO UIY41 1N MIT RTIEII MAY. MESION TO TIE TFRISS FR`C110N 1;/INTRAC/INT. '�'1 I1111Y11.� //�� -------- •- -IPI . 11-5;IN.,$ 11.',1;11:/`_ 1111 ::.1I MJYI -1.1,14•'.1.1'1l I1'111GI FIND YIN NI lINK1G Y't IIi11 1 1'.41ACING, I�W- N` l M TT 1N Z A s TPUSS M C Mp.T ANISp �Efl ��S$Os'E, pBRICATU 6.'" O C MAXIMUM. PR pAR FR I�T cANNOMA K EO eY 8E SPACED TH W MOST - TFnjSSES APE TO MS NOTE' S�CLAL COT WE f N o, N COC TIONS •��'�'�.R axe SO' P1 13 A 0�� C�85 A SO 150 OR TYPICAL PLATE REFER TO DRAWING A jpOP�E��HpgE 7�y�A iX3 2A•Q. MA Q" I'VP- 30- 7"�-9 3� 30 �X3 'Y,3 1X3 3X3 3X3 3Xq 2X3 30 3X3 3y,3 3X3 9`A- 3X3 o.3-7150 3XA. A A. 3.50 SCAi�E 2X3 Ra60 ptiv 15.6 5 PCT REE p5/27192 4n�5 TPL` 12 �u�A 2 S�pP 11ON CONTRACTOR+� pESL�L CRL h0 -O ps pRW NO � I C 1A`8 To EREC CUs�EF•,,PP c 2 a• o P TµLs �E$L stFE�lfE IIEW PPi+,. 5O" A COpY OF lF 116 nIS1116v /.5 65A1 w' FORNLSF, s• loc. �,RNI Nte-9E e� If,ear�F^ 01°'Ito LO (rO R- cE�E t,ot 2QfjQ ENg)fEEFFA clic F�� Bit'p11tQNM.s p,Wfwt p Ml1N j �•., •fl ORt��r �;1 �:C.; f ill Np1/E-1` {d1'*. S /Pt collptto84 s,%,AiE�E+1N1W'� +( YP•'AtPLN� jE1'cIMPpP�1AxtN°Es 10 � ESIOL i►u +�► "R � p1Eta g'��cF � i ..... , Pt.F T �,YIAjcw �\OMS�ilp tC1{ �310M. 1�fi� MF ptFE.1ED�tCA14c'iM 1f 1ltPt11N•'...- c1i --C.106 _ 10 �..a OM 1NI6 *S ,KiatMlti ►f f 'f1r;:,1. ! S1 t. M N R S .��0$5. 1Tss A of- INS1At-TOP aF TPU VA P Fp M N T�'Tµ0t1 QG Os 0p PUS A9P CtQ OR �, C.C. MAXIMUM wQ PP A µUSjpBE MAPKE APE 1° BE s 1 N°TE• PEGIA CU1 wtgs. � N1 F A N wN '- PINE t2 N XCEpT AS SNa VAC ( GHa p0 0-25p )P 2 . Pi E #3 E 0a1 G wtes 4X2 PINE #3 SYPIGAL PLATE L0GA1I°NS. 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O1 3d 3a ISM pM p91 p�3"dS l9 SS 1 Aa p3�s"�pNN� 10" H3 dVd d WnWIX"W 3 p �i"313 3 1 5S d aNiNti 1 dW0 w0 1 3a 1 Owl �p 43 j1"1S " NIAONS 11 W R 52-909 F6 THIS WG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) M TT Y TRUS5 MFR, TOP CHORD 4X2 SO. PINE 02 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. BOT CHORD 4X2 SO. PINE 02 N IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEDS 4X2 50. PINE 03 MUST BE MARKED BY TRUSS FABRICATOR. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. NOTE: TRUSSES ARE TO BE SPACED 16" O.C. MAXIMUM. SPECIAL CUT WEBS. 6-5-8 6-5-8 TO CENTER OF 24.0" MAX, OPEN CHASE IX3 1X3 3X4 3X3 3X3 3X3 3X3 3X4 X 1-4-10 1-4-10 I 3X4 3X3 1X3 1X3 3X3 3X4 2X3 2X3 12-11-0 OVER 2 SUPPORTS R=579# W= 2.50" R=579# W= 2.50" PLT. TYP.-ALPINE SEON-- 28604 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15,6.5 SCALE - 0.5000 ALPJME Eu67tEETED PNODI/CT& INC. TpUSSES REWIRE EXT1E1E CAFE .::,, DESIGN CRIT:TPI-PCT REF **IMPORT ANT K* LL No,>E HESPaHSIeLE FDR ANY WARNING IN HANDLING. ERECTION AND lF DEVIATION FROM THIS DESIGN oR HESE SPECIFICAnONS. OR ANY MACING. SEE Nle-99 DT TPI. SEE THIS DESIGN ...••»•..,t'J,'y, TC LL 40.O PSF DATE 05I27/92 HOLME S FAILURE TO BUILD THE TRUSS IN fO1F11RMANCE KITH OSTeb BT TPJ FOR ADDITIONAL SPECIAL.PEMANEM MUCINS M ALPINE CONNECTORS ARE MAGE OF 2W SALT. STEEL MEETING ASIN GUREHENTS. IHLESS OTHERWISE tHDICAIM 70P H, { TC DL 20•0 PSF DRWG A446 IR A EXCEPT AS NOTED. APPLY CDH ECIDAS TD EACU FACE OF CHDAD SHALL SE LATERALLY TRACED NIT"PROPER ! . -. BC DL 10 •0 PSF -ENG LUMBER TRIAS AND t4"SS OTHEIMISE LOCATED ON THIS DESIGN POSITION LY ATTACHED RYIDOD 6NEAMiN6, BOiiON CHORD CONEE,Q6 PER MAN%""ISG. NTMI L IGQA-F. DESIGN STANDARDS WITH PNDPERLY ATTACHED RIGID CEILING--SEE f(0�,0� ,Q •r TOT.LD. 70.O PSF 0/A LEN. 12-11-0 CONOPH N/APPLICAeLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPNE TECHNICAL UPDATE 17/1/611 FOR PROPER .'TI "• R? SEAL CH THIS DRAWING APPLIES TO THE CpPGENT DEPICTED HERE ORTNALL APPLICATION. FtMISH A CCPV OF THIS RH•, 'yGlNE�Q' DUR.FAC. 1 .OO DEPTH 16.6" IN GKN, AND SHALL NOT SE RELIED UPON IN ANT OTHER MAY. DESIGN TO THE TRUSS EFECTION CONTRACTOR. �'�•�.N,,,T�j�� ....................----...... T SPAC T Nf, 1 Fi.0" TV PF JOB: RB 52-909 F7 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 4X2 SO. PINE E2 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. BOT CHORD 4X2 SO. PINE f2 N IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 SO. PINE /3. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. :Wi-(2)4X2 SO. PINE 03 NOTE: TRUSSES ARE TO BE SPACED 16" O.C. MAXIMUM. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. + 2X6 E3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ( S ] SPECIAL CUT WEBS. TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 8-10-8 9-10-8 TO CENTER OF 24.0" • OPEN CHASE 30.0" TYP. 1X3 3X3 4X4 3X4 3X3 3X3 1 .5X4 3X3 3X4 4X6 T + 4 1-4-10 1-4-10 4X5 3X4 3X3 1 .5X4 3X3 3X3 3X4 4X5 2X3 _ 2X3 16-9-0 OVER 2 SUPPORTS R=8521 W= 3.50" R=852# W= 2.50' PLT. TYP.—ALPINE SEON-- 28605 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CUE DESIGN CRIT:TPI—PCT REF **IMPORTANT**SHALL HOT DE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND .a�`•�•��:,h DEVIATE0 GUILD THE TRUSS IN CONFORMANCE WITH OSTM BY 1TC LL ADDITIONAL FROM THIS DESIGN OR THESE SPECIFICATIONS. OR MY GRACING. SEE 019-91 GY T►1. SEE THIS DESIGN �.1US(E 40.0 PSF DATE 05/27/92 HOLMES FAILU£ 1PT FOR AONAL SPECIAL PERMANENT GRACING RE � Es, 1. ALPINE CONNECTORS ARE KOM OF EOBA DALY. STEEL MEETING ASTM OUITE/FNTS. UNLESS OTHERWISE INDICATED• TOPS•s� . TC OL 20.0 PSF DRWG AAAO 9R A EXCEPT A9 NOTED. APPLY CONNECTORS 10 EACH FACE OF CIN01D SHULL BE LATER41Y BRACED WITH PROPER LUMBER TKASSAM IDLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SD,EATHINBOTTOM CHORD _ 3 BC DL 10.0 PSF -ENG CONNECTORS PER OIAWINGS ISO. 150 G IMA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—SEE t TOT. 70.0 PSF 0/A LEN. 18-9-0 CONFORM V/APPLICABLE PROVISIONS OF IDS S TPI. AN ENGINEER'S ALPINE TECHNICAL tVDATE 17/1/91) FOR PROPER y/Q�1��,.�Q• SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY DE THISEEQ`a_ DUR.FAC. 1 .00 DEPTH 16.6 ON IN ONLY, AND SHALL NOT BE RELIED UPON IN AM OTTER WAY. DESIGN TO THE INISS ERECTION CONTRACTOR. ,y1• SPACING 16.0', " TPI - TN1SS NATE IUSIIIUIE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSINICIION �Y.t,, 7 YPE �,titR�s l hgAtlO y3,�1i9N1—6'ld .A_V_. ►r30s— sr . �. .� „uu�' ttOtl�`i ssNtir�t�vtrpwr's ►sio 61W tt6 Awa+ 'N m�►� tytNItt4� t� - 3l"'� N►IM ►73�� i6 i1L ►trt No r Ns �(I v Not►tso+ i 6t S"O sera row t 49Pta1 wn+l N6 d� 1� ►io stu IVur+ rUv 1, 'ra� "1316' #03 N raid stN► jjflf 1 . „.a....a.. 6tN , t16t oi�” .ly s,W q blit ,,,camNp Ns — uu ass►u 400 'S oda Ntsr w NIIM 153N► ►yv 1 3N '4dS ice`�0N{'JN +q �iaoa'` yltlti� tNtr ie ` ytl+ ►s set rstiialas llr1K*)E rl13 D..- ». vs I►o6 a` �Yroi►r soli+ a tat o 36'°N tati+ _ p103S ..0` .3tl-4 'b• i 11►Ut i'16tt6 [a+i 3d�1 9l ` � d OO ��.�p\Yf)� �pat I dot iarain+��irp3'•�w�i�t►�°�w+"i'� �t"�D°a 1 6 • 0415 o 3'"'4004 watt,Nt c3010 �d03 tl NSIN1�tI 9 ti N 3a'4/0 3Sd ()" Q� 1U 1 't4+• & `mac �iONs+►'} i�p►coy+s Q SIl-1 d0 sN !££Zad �� N3 dSd Q Q 10 X31 SO "3 O1 N91 OG*6 0-9 SN3- Asa 0" OZ 11 31 `tea ......•3 Oga3 » SMtiO NOI1 S dsd O Qb Iy3 is 66Z Ng30 Wp13V1�1N aMat1 octans 2 wino Q-o' Z6 L7 SQ 03 13d'I g.gI J�3d .06 Slb g" 0005` O „ 31'43S �XZ £X� IEXZ VXO gX5-Z !__lqvl » •pZ 0_6_Z� g�,aHQ N oda 0-6-Z '4Q of p 1 ti333d '4 gNI Mtl� d34 064 S63M 106 1d itl31d1 i d .Oy a)( 0tI0143 d0 yNOIi'd30131tl £f VILA OS ZXi* at 3NId j tNl •S63M 103 -1'4 I33d� :310N Ol 30d S3SSt1ti 36 1StlW 9I 033'4dS 36 SSO1 1'S 033g 10 Nd 3111 1y� tl d dd M W�1WIXtlW 3 0 �.tl01tl3N 00 301 SS(\tf dNINl 1 dW SS(1b1 j0 p�1tl iSNI 36 a 1 NpONS Stl N W 11 W N1 � M IN 13` SSNOWN. INST A`Gf Opp tRV5S VkJOR t R j%JP Sg 1AUS1Dg 00RICATOR Of TNECNORD OVER fR M pT�: TSI 8C OSED ,'S f AR THE EDO AP TO S5 tvE ION' W pR PAR IT EO jAOE MpRKf`V5N o�T pN OPUTN K TEA TRV T MV5 VERticA,SN 10 AµVS1NS G HAXIMVµ GRIpR BRGRTIO OG SPACED C #2 NNOTA• TF)SSIS A PI CNORO 4X2 o,P NE PI #3 PLATE GOCATIONS TOP RO 00T CNO gS aX2 S f OR T REfEP 0 DRAWING A TO SOLID BEARING TS SNIµ I&ST I AGR CVWE05' tx1 YO CENTS PSE --� OPEN CN 6-A-8 24 0« MA « V(p iX3 30,0 3)(A 3X3 �9O 2A'O« MA 3X3 3)(4 30 , 3X3 3X3 3XA 2X3 1X3 3X3 j)(33X3 3 2.5%A iX 1)(3 � 3 3X A 3X 3 i2-2`i2 5O" 3750 1 A-iO 3X3 3 # W= 3 SGp�E 0 3X3 iX3 iX REV i5 PI-PGT Op" O'g� SE 2X3 - 0 3 S@Pp$RtS tAACS� pES10N GRI AO 0 PSf aA G '' @" VEa ECt1DN GON , .a: tG L, 2O 0 PSf DRvtENG g-2-$ R=835# w��3 50 f T NIS DEAR e+ ;�!; 's ''ti, 8G �0 PSS ©EP COPY O .wLD 0 IS A jNO 9/sv 1F wt lop i •0 2.50" fUAN ,cTs NAa .eEe"E�Ect►� WAMEc"'c°pA p a' fAC H,263# W - 2860? EJO1wEEEE. 3ME F� eNx �now� Egs os "ep+r�°w�iW d� Y�; ftOuN� #piME eE q°'`' itOws• {pOR l F� was- Not'1N110. 00 !EE ' kat��w.� SEON" yuu "° �Ec'"O oatee w out s�sE l0 CE1LSw0 EP +t,, NT X ��aE wtta EES un ppio avwop° as ►) FOH rs TYP•`ALPINE 1E ,AM�OFaa+y P4 � .s 10�r.u.E w� .vPt��f M!!�_..« s�►NO__•t �...a �t.sR3£r0' CHDw 4X2 So. PINE MZ N TE: THIS TRUSS HAST BE INSTALLED AS SHOWN. BaT C1i0110 4X2 90. PINE /tit N IT CANNDT SE 11SPA UPSIOf DDWN. TOP OF TWn 'ANAs WAS 4K2 $6. PINE P3 !KIST BE NWA" by TRUSS FABRICA10". REFER TO ORAVIHO AtW FM TiviCAL PLATE LOCAllam. NOTE: TnUSSES ARE TO Of SPACED 16` P.C. icAXIMM. a 2x6 43 IEWFIR OR BETTER CONTINUOUS STNONPOACK. A T1A011 ALL NAILS SPECIFIED ARE COMMM WIRE NAILS. � TO Elko" Tatim NIT" 3-104 U41LS. STMONMACK KATERT AL TQ :I BE SUFMIED 6Y CWTIOU WNTRACIOt. SPECIAL. CUT MESS. 6-l0-8 9-A-YS TO CENTER OF IZ # 24.0 !IA OPE" CHASE IX3 �x �� 30.0" TKP. IX3 4X4 3X4 3X3 3X3 1.5X4 3X3 3X4 4X4 IANI 1-4}-1 OAV 1--4-10 ._L_. V --- 4X4 3X4 1.5X4 3X5 3X3 3X4 q4X4 2X3 2x3 3X3 18-3-0 OVER 2 SUMMIT- 0-8200 UMMIT 0.8200 11- 3.50' R-am "- 3.50, ALT. TYP.^ALPTFIF SE11N-- 266 FUi1 SN .1 COPY OF THIS TO EnECTTON COHTRACT0f1 18 S A •- 0.3750 M,w�o+au.a wwoc Coes► ac w,m*BMW�u"s DESIGN Cfl]T:TPI-PCT REF K I WORT ANT x x s,�fess as K @wffv t o fa►,.a ARNt W in owma; ammom ro weans.MM MU rfNOW"sac s04crx was. a IM sag+.ws*MWW N Vn.OR S"000: �V� �Ft+ - TC LL - 40.0 PSF OATS a 27 92 HOLMES F""" '*m"sm ....u .,a d. ,VIVOwaaf>n fo assasns"&magama tt wome at MDMA tOOM AK woc K err 0".wwi M ON*uM rwa gh".sues*VMUkv t pMtariR ar IC OL. 20.0 PSF MUD aw w a au""www.erns ve"""Nut v fats as 1f111/NtL w"MM&W aw sm mml fNA !IN(�Ffl u"r poll sa wm"Comm"w suswl smsaw of anaawa fla7fs am"arR wxsof tww — OC Q S0.0 PSF --ENG rw9�•'M r•...•�if1+.Ms fM 'ts f Mf.•f. t*"""••+r+rr-• ...nr4^f/� R•v R++•mrr..r- -, ..1 �' SPIcPTO- �s' °•�' TY t�► oft Twop ,+ - ply f2 N k'ild�". AXE ` p TYptC �,,,ryTrS —riC '1� r� �.yM CdA �T Solo. 20 63 2A- ol y A AXA s� i--A-30 s° 6„Sp�O 310 J_ 3X3 4XA 03 - 3X3 � 3XA iX3 30 SO AXA 3 tg .s t T X792 AX"t j �x1. a1►t£ 0 ZX3 _0 pVEa 2 SUpP� c�i - ��-�- ��,� ,�0.0 PO �t �c It 00 M t* o TOP CtM 4V 5D. PINE i2 N NOTE TNIS 7RVSS NASI BE Ii1F'li 'ALLED AS % Mm. JWI CHORD 4X2 9D. PIWE 02 M IT CA"T 9F USED l"MM CONN_ TOP OF TRUSS VMS 4V so. PINE $3 HUST 6E MAAXW Ot TIM FAMICATOR. &OCR TO CRANING A150 FOR TYPICAL PLATE LOCATIONS. LOCATE TMICALS FLIM WITH I E COWS OF 111E INTERIM BEARING AS SHOW TO A OV A* OM GAP. TOP MOM OVER Sam am ALL StrFORTS TO SOLID FEARING. THE INTERIOR BEAMING MM'W ME CRIT WMATRUSS ELECTION. iv ; xSOCIAL cor MEIK. NDTI; TFUSSES AAE TO IE SPAM 36` C.C. NAXIM M. Q, i o ' f-- s i-1a--o 6-4—a o t� TO CENTER OF 22.4.4 MAN. 24M U�NJ►[7 - QF"EH CHASE 30.0' TYP". d� 1 3 3X4 3X3 2.5K 1x3 3X3 3X3 3X3 3X3 3X3 w 3X3 3x4 ire r i-4--10W x 1-4-10 u 37.3 3X3 3 3X4 iX3 3X3 3X3- ' 3X4 L- 2x3 2x3 3X3 3X3 �-- 12--2-12 Sib • tkAk"4b/lU 4NO<- R! 18-2-8 OVER 3 aSUPPORT � att '?; 0-2630 W- 2.50' II-93W W 3.50' 11-5951 N- 3.50' i �.i ELY. lye.-ALPINE SEON~ 2Ij607 FiIFWi SHA COPT OF TKI S TQ 1�CI Oti CMTRACTOR SCALE 3754 6"lium foompe mej ""mi"""r'r*WNW i"'t [LESION CRIT:TPI-pcy AE K*IMPORT ANTN�NMLL MA or Meirowo"rwl$0 ARMIM w wmco% mom A* W tf' rR+►S~two Nor auris M"M w"mrr vmm M an mawm r.m M!M wr NY.w am mom tt TC LL 40.0 P5f om 05 2'7/92 I� uuaw w ft"W9 Mws W M"M&Ai[NOW VOW rr wi #VM r000MVIM�ru4 Mn. ~GrAu M a 11OLNES Ato"0M.Mdwi 00 wr v Oft w,.-VWr.srls ARM *Mr PO Mr.%UUW awmw r hm"t rr► x; TC DL, - 20.0 PSL= ORNLt _ Kr M s Ot/r of Mr's.NrLf W&MMIM 0*&a tat M 4M�4 KtAVVI v WOOS W3M#MOM r1�sr JN V*A W*VWQ�gr r�urr►4W ft"4MW rrpnw Lf MOAVM Wft"MSWUNM, MWOM WIMM r LLC DL' 10.0 PSf -- _ ►Lw. 1067 LAWS rRAwcO PORN roe f 713.13 Nutuce of q� W"CrA46 W OUPL40ATUO o ft1h= t# > cDZttPI'1t. The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property..................................... .5 .�.`. ....... :............«�': .» :'. "' < .....Ns »�.»f. ......... .....................................................................................«...»N».............................«...................................................»»..........».....................».....»............. «... ...........................................«.........»....................................................................................................N............»......... »»N.»».............. General description of improvements................�.. ( .�' . :_..........4. .1.« »i..t'»ry ia:............N:l�t.. C::��.».»»N» =;:.N...N..» ' ..........«..«.N.w»....«............ _.................... ............................. ...............................................1�..1:..... . ... .t�........»...»N.................NN.NNN...... ...............................................................................................»»................................................................».................«.......».......»................................... Owner.................................... l Z ..........:':..:t: .'.'.! .... ............ .....................................«....N........................................................ Address................................................ �.�.» .........« ,.. :c':::........... :. N»..NNN.NN...»NN....N..NNNN_N..N.............»..........._............ Ownersinterest in site of the improvement.................Ula.l..................».........................................N.....».N»..».....»....................... Fee Simple Tele holder (if other than owner) t+lame....................... .....................I..........................................................................................................N..............N...................»....... Imo.YM'..................»...................«.......................I..».N.....».........................................»..N.N.N......»..NN».....N..... ..N.N...NN«........ .N...».N..NN«w...N....N Contractor.....«N«......... NN»..««..N.NNN»««»N.»......»N»«N.»»».»»....»w.................»»..»N«».»N..».N.»»».N..N...1wN.N.N.N..N..NN.NNN»»N»m.NNNNN.NN Address.-....N...»«»».«.»«...».N»»....».....N..»...»«............N..N............»»»»........»«».NN».»»»N»..NN.NNNN»NNN...... N.N..N.N.NMNNNN.N...NN .NN.N Surety (it any)..«.«.........«.«....................».................»...........................................................................................N.N»NNN.N...NNN»....»......»N....N.»..» Address .... .»«..».......N...«.».................».«........»..N........N......................»........N....».......................... ount of ..N».............»........N Nary» of person within the State of Florida designated by ow.w upon whoa►notioa or other doawwwds my be served: Name.............. N...».........N.».................«.............».N............NN..N.N«...».«.»N.......N...NNNN»NNN...N.....N....N....N..N.. Address............... ..1.« :. .............! .....»...&G./t�:......................................».................................. .NN»««....«.«................N.....»..... Q I n addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill in at Owner's option). Nam................».....«..........».................................N...............N..........................................N......N .....»....N.........«.NNN.NNNN..N.N»..N.»..«.....»........... Addreu...................................«............................................................................_.._......... «,.. .� .........._NN..«....... NN..»NN....»............N«......... n+rs ef'ACS FO* rureonosrre uaa orwr ` 5218 DEPARTMENT OF BUILDING w CITY OF ATLANTIC BEACH _..,..._ PERMIT INFORI4A7`IEIN - w,...__.. - LOCATION INFORMATION Permit Number: 521EI Address a 21,27 BEACH AVENUE a Permit. Type; PLUMBING ATLANTIC BEACH„ FLORIDA 32233 Class Work: NEW -�~__ L SGAL DESCRIPTION - Constr. ' Type a WOOD )~RAMI~ Lot a` Block% Section: Proposed SINGLE FAMILY Tdwns�I�ip s RNG a O Dwellinga: ' 1 Code 0 Subdivision: ' 'Estimated Value a $OC 00 Iaprov. Cost% #O.00 Tata t Fees: sq : 00 Amou 099.00 Dao« 4/15/92 44 Work ' -UMBING IN NEW RESIDENCE k MATICINAPPLICATION FEES PERMIT99.OQ. Add s a AVEi UE WATER IMPACT FEE $0.00 CH, 13 S �IMPA F F:E ;fit).00,' ugy'iZ,' '41' a P q RADON GAS-N. R.S. *0100 NFO RMAT N --- RADON GAS - 5% *0' 00 a w t r me t E LU INCA N WATER, "PAP *0. 00 Add, + B t-4�, REET- �►EFI -TAP wm. 8►?. 00 ATLA BEACH FLORIDA 32233 HYDRAULIC SHARE $0.00 Liaex e„:yrCD Types 4 RE- INSPECT FEE 00 SEC. H IMPACT FEE � $0#-00 NOTES: NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING } PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED aN PUBLIC SPACE,AND MUST BE CLEARED UP AND MAULED AWAY BY EITHER CONTRACTOROROWNER. "FAILURE TQ COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." { VkIIIATIIINN RTt>4 E: nKge ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMITAND SUBJ REVOCATIYR VIOLATION OF APPLICABLE PROVISIONS OF LAW. +. ATLANTIC BEACH BUILDING DEPARTMENT �S 2- CITY CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT 1-17 JOB LOCATION:- 22 ICst PLUMBING CONTRACTOR: l LICENSE NUMBER: t. 7/It, OWNER: _ BUILDING CONTRACTOR: TYPE OF BUILDING: F L) 2— SINKS SHOWERS LAVATORY WATER HEATERS 3 BATH TUBS J DISHWASHERS URINALS DISPOSALS CLOSETS �_ WASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT: +�j$15.00 C�c,J ll /l �✓r�C� Y`��C��U ------------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. e Address Heated Square Footage @ $ s 3 .0C) per sq ft = $ 7i v Garage/Shed @ $ per sq ft = $ Carport/Porch 3 g @ $ 17 , (.' )_0 per sq ft = $ Deck @ Per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: Total Valuation 1st $ Remainder Valuation, per thousand or portion thereof -------------------------------------------- Total Building Fee ADDITIONAL PERMITS and/or FEES REQUIRED + k Filing Fee Mechanical Fireplaces @ 15.00 $ BUILDING PERMIT FEE $ Plumbing Electric/New Electric/Temp Septic Tank BUILDING PERMIT $ Well WATER MCHARGE $ Swimming Pool SMER IMPACT FEE $ r (0 Sign WATER DvTAC!r FEE $ a N[ISCELLANEOUS(EJ,1T10;$ Water Connection Sewer Connection Water Meter Elevation Certificate 2 GRAND TOTAL DUE ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES d1f c / DI le,4 IbJ , . 4873 r •` , IARTMENT OF SUILPI140 TY OF ATLANTIC BEACH - PERMIT,XNFORMATION -- -------- LOCATION INFORMATION Permit Numbert 4$73 Addrearat 2127 BEACH AVENUE Permit. Type- BUILD 'M ATLANTIC BEACH. > FLORIDA 32233 Clean of Work: NE0, ---------- L90AL. IDESCRIPTION ---------- Constr. _ _. ---Co;nstr. Type t WOOD FRAME Lot " 1 810,0k,; Secstion t Proposed Umo t SINGLE FAMILY ' ' Townships s RNG t 0 Dvollingo t 1 Codes, 0 Subdivision t NORTH ATLANTIC BEACH Estimated Value t *256437.=€30 Improv. Coati $0.00 Total e�t�:, $2482. 80 f (/ Am�au aZ482. OL' f 1 OAt . to Work IN _LE FAIIJ I 3lLA YIC?N , p k.� - APPLICATION FEES ,. .. a LEE o . � liii *1606.WAddr' z AVENUE „ WA IMPAC FEE , 4 850.00 I, CH FLORIIn2, S P F' ECL. r P e to e 9 RADON DSAS-N. R. S. $24. 98 -__ -_, O ° �IFORMATjON -�_-- - RADOj9 _raAS - 5% $1. 32 Aa met AR: " IL}$ � .. WATER ,TAS' 0.0E Areas " 1 "L`F"At ,OIIE , SEWER "PAP $0. 00 EACH., FLA32233 HYDRAULIC SHARE 160. 00 Lice, + 0' " y + s 1 RE-INSPECT FEE' *0.,0t3 SEC. H -IMPACT FE ,3 � $0 kxli v ,a tt NOTES: 316,00 Existing house was torten down. The prior owner had paid $3t9W in water impact fees. NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS f ROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULER AWAY BY EITHER CONTRACTOR OR OWNER ' "FAILURE TOCOMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE ,PROPER TY`QWNER"PAYING TWICE FOR SUILDINC IMPROVEMENTS. VALIDATION DATE: 01/31/% ;.. ISSUED ACCORDING TO APPROVED/PLANS WHICHAREPART OF THIS PERMIT AND SUB. REVO 4©R VIOLATION OPAPPLICABI E PROVISIONS OF LAW. ATLANTIC BEACH-BUILDING DEPARTMENT a By. ZP4 CITY OF ATLANTIC BEACH, FLORIDA 'P'Q%"by APPLICATION ICOR 9LICTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTO"t: DATE: ----.—..19 IMPORTANT NOTICE: rt 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 ELECTRICALREGULATIONS, CODES AND CITY QF ATLANTIC BEACH ORDINANCES. ' ELECTRICAL FIRM: WaEh[LEJaRICIAN§l Avian "?0-7 Ar NAME ADDRESS: C RFD- $Px BLDG.SIZE BETWEEN:_.,_ RES.(L/APT.t i COMM.( I PUBLIC l 1 INDUS.1 1 NEW(4--�OLD( ) F;EW,( ADDITION 11 TRAILER l i TEMP.t IGNS 1 1 SO.FT. SERVICE: NEWINCREASE l 1 REPAIR ( 1 FEE y-�-- A CONDUCTOR SIZE `t'�" AMPS COPPER I ALUM. SWITCHOR OR16KER Ion sm PH r EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT R M.V. FIXED o•too AMPi. I OVER APPLIANCES BELL TRANSF: AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS IcEIL HEAT: KW-HEAT OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS tj 777 614 DEPARTMENT OF]BUILDING CITY OF ATLANTIC BEACH - - PERMIT INFORMATION - -- LOCATION INFORMATION -- Per it Number-. 5614 Address; 2127 BEACH AVENUE Permit':' Ty' ,j ..II N iN { AL ATLANTIC N ACH, FLORIDA 32233 Close of Work; NEW .�-�...,,._,.--- 'LI�I�A�. I91� C�I�►TION - _ Constr. Type z WOOD FRAME Lot; , Blockt, Section Proposed Uhl:. ;`N'G�� F'Atl_ILLV Townsbaikpt RNG I 0 �Dwellings: 6d*'iO 9ubdi4ist E t ieEt ►d, s u *0.00 Isprcay. Csa�t `#t3. tiCt ';: Total eVs a $93.00 . hmo, u, .. 93.0€ On ' 7, Wark TRAL HEAT AND AIR _IWIEW R9SIaE ,C ,. NATION ».-tl - ��' APPLICATION, FLEE . , PERMIT IT $93.00 ' ACfd IPgal s AVENUE WAT IMPACT 0E $CS.00 x I CH, 'LOR I �" I P FE n . ate Y ' RADON GAS=H. R. 00.00°. N ` FElRM tT ,RADON AS - ,5% $0. 00 'Namo: CES ary TA HEAT R WATER TAP A " mss `» _v E E i :'`AST' NEP. EAIy)i, °FL©RIMA 32233 HYDRAULIC SHARE $0. 00 L�.c+ - AR-� 'Type: 3 RE=IN9T'El:T )SEE : ;-00.OD SEC. H IMPACT FEE", g'`l 0.,QO 13TrlE °1a".�X'.dCNw'aura °Xx"Uaza.,vgy"sx<� T �k.:4, ,vmewrPaaa v NOTES. - NOTICtk,�a1~.�:t RETE.FORMS AND FOOTINGS MUSS'bE7NSPECTEb OL000E POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATL,RUfISH AND DEBRIS FROM THIS WORK MUSTNOT RE PLACED INPUBLIC,SPACE,AND MUST BE CLEARED UP AND HAUL 6AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE Tt COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN WNER RAYING TWICE PbR ]BUILntNG MPRQVEMENTS.". z MJF :. TION z 07106/92 v MOP ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PARTQF THIS,PERMIT,AN CT„TO RE# f10N FOR VIOLATION OFr•APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT 9 4. da�_ m_.. .. . CITY OF ATLANTIC BEACH, FLORIDA AftbV APPLICATION FOR URCTRICAL PIIRWIiT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:" 19.: . p#"TANT NOTICE: k IN CONSIDERATION OF PERMIT GIVEN FOR DOING THI ,, rdRK ASS Vpllrs Eo1;LOwIN�; E HEREBY AGREE TO PERFORM SAID.WORK IN ACCORDANCE WITH THE ATTAC :ANDVEPIFICATV S; WHICH ARE A PART, HEREOF. AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONC CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 5�+ r �j . ELECTRICAL IRM: 1 NAME ..ADDRESS: ,_.RFIQL�BOX _.__ SLOG.SIZE • 'BETWEEN: APT.t 1 C000M.1 1 PUBLIC 11 IND"11 NEW OLD 1 1 REW.l 1 AOIXTM t 1 TRAILER 1 1 TEMP.1 1 SIGNS 1 SERVICE: NEW NCR i 1 REPAIR 1 I FE- --.--.=- CONDUCTOR SIZE hCOPPER aLum, SWITCH OIL N"kjA AMPS- 1 IST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO: - SIZE NO. SIZE- _. LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMM. 411.100 AMPS. SWITCMiS INCANDESCENT FLUORESCENT i M.V.- FIXED 0.100 AM". oven APPLIANCES BELL TRANSF. AIR - N.P.RATING H.P.,RATING CONDITIONING COMP.MOTOR OTHER MOTORS' AMPS CEIL HEAT: KW-HEAT f i 4l OVER MOTORS - H.P. VOLTAGE PHS- -NO. 1 ILP. VOLTAGE PHS- Ift MISCELLANEOUS .. r. .. r i SN: 3718 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program - Residential Point System Method Version 1 .0 January, 1992 Department Of Community Affairs Printout generated by EPI92 and submitted in lieu of Form 900-A-91 THIS COMPLIANCE FORM IS VALID IF SUBMITTED AFTER JANUARY 1, 1992 ------------------------------------------------------------------------------- PROJECT NAME: DR & MRS STEVEN LEE RESIDENCE PERMITTING OFFICE: ------------------------------ DUVAL COUNTY - ATLANTIC BEACH AND ADDRESS: 2127 BEACH AVENUE -------------------------------- ATLANTIC BEACH, FL 32233 CLIMATE ZONE: 1 2 f_ ------------------------------ -------------- BUILDER: PERMIT NO. : -------- -------------- OWNER: DR S Y LEE JURISDICTION NO. : 261100 -------------------------------------------- COMPONENT: DIMENSION: VALUE: RATING: VALUE: OFFICIAL CHECKLIST STRUCTURE TYPE: Single-Family PREDOMINANT EVE OVERHANG Length: .00 PORCH OVERHANG Length: 12 .00 WINDOWS Single Clear Total Area 713 .00 All Vertical Glass Total Area 713 .00 All Skylight Glass Total Area .00 WALLS Ext Wood Frame Area 3767.00 R-Val: 19.00 Adj Wood Frame Area: 226.00 R-Val: 19.00 DOORS Ext Wood Area: 42 .00 Adj Wood Area: 40.00 CEILINGS FLAT Under Attic Area: 2700.00 R-Val: 19.00 FLOORS Slab-on-Grade Perimeter: 252.00 R-Val: .00 DUCTS Unconditioned Space Length: 45.00 R-Val: 6.00 Unconditioned Space Length: 40.00 R-Val: 6.00 Unconditioned Space Length: 25.00 R-Val: 6.00 COOLING Central A/C SEER: 10.00 Multizone: Credit Central A/C SEER: 10.00 Multizone: Credit Central A/C SEER: 10.00 Multizone: Credit HEATING Heat Pump HSPF: 7.00 Multizone: Credit Heat Pump HSPF: 7.00 Multizone: Credit Heat Pump HSPF: 7.00 Multizone: Credit HOT WATER Electric EF: .88 Bedrooms: 5.00 INFILTRATION - Conditioned Floor Area: 5220.00 Pract: 2 AS BUILT POINTS / BASE POINTS * 100 = .EPI 75,501 .27 80,143 .45 94 .21 GLASS TO FLOOR AREA RATIO = .1366 t ---------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed 1p this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: - A 'z \g 553 .908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. r OWNER/AGENT: /� BUILDING OFFICIAL: DATE: DATE: ** PRESCRIPTIVE MEASURES (Must be met or exeeded by all residences) ** COMPONENTS SECTION REQUIREMENTS --------------------------------- - ----------------------------- WINDOWS 904 .1 Maximum of 0.34 CFM per linear foot of operable sash crack. ------------------------------------------------------------------------------- EXTERIOR & 904 .1 Maximum of 0.5 CFM per sq. ft. of door area. Includes ADJACENT DOORS sliding glass doors, solid core, wood panel, insulated, or glass doors only. --------------------------------- --------------------------------------- EXTERIOR JOINTS 904 .1 To be caulked, gasketed, weather stripped or other- & CRACKS wise sealed. ------------------------------------------------------------------------------- WATER HEATERS 904 .2 Must bear label indicating compliance w/ASHRAE stand- ard 90 or comply with efficiency and standby loss re- quirements. Switch or clearly marked circuit breaker (electric) , or cut-off (gas) must be provided. An external or built in heat trap must be provided. ------------------------------------------------------------------------------- SWIMMING POOLS 904 .3 Spas and heated pools must have covers (except solar & SPAS heated) . Non-commercial pools must have apump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 ------------------------------------------------------------------------------- HOT WATER 904 .4 Insulation is required only for recirculating systems PIPES In such cases, piping heat loss shall be limited to 17.5 BTU/H/Linear Ft. of pipe. ------------------------------------------------------------------------------- SHOWER HEADS 904 .5 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------------------------------------------------- 'HVAC DUCT 903 .2 Constructed in accordance with industry standards & CONSTRUCTION 904 .6 local mechanical codes. Ducts in unconditioned space must be insulated to minimum R-4 .2 & joints must be sealed. ------------------------------------------------------------------------------- HVAC CONTROLS 904 . 7 Separate readily accessible manual or automatic thermostat for each system. -------------------------- ---------------------------------------------- INSULATION 904 .9 Ceilings minimum R-19. Common Walls - Frame R-11 or CBS R-3 . Frame Common Ceilings & Floors R-11 . s ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** - COMPONENTS REQUIREMENTS ------------------------------- -------------- PRACTICE #2 Comply with Practice #1 and the following. ------------------------------------------------------------------------------- Exterior Walls & Floors Top plate penetrations sealed. Infiltration barrier installed. Sole plate/floor joint caulked or sealed. Exterior Walls & Penetrations, joints and cracks on interior surface Ceilings caulked, sealed, and gasketed. Ductwork Ductwork in unconditioned space must be sealed. Fireplaces Equipped with outside combustion air, doors, and flue dampers. Exhaust Fans Equipped with dampers. Combustion devices see 903.2 l ) • Combustion Appliances Provided with outside combustion air. SUMMER CALCULATIONS BASE -_- _-= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS I TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------ -------------------------------------------------- IV . 95.00 38 .3 3638 .5 SGL CLR N 56.0 40.7 .50 1139.6 SGL CLR N 39.0 40. 7 1 .00 1587.3 E 378 .00 79 . 7 30126.6 SGL CLR E 187.0 84 .9 .42 6732.7 SGL CLR E 191 .0 84 .9 1 .00 16215.9 S 70.00 66.2 4634 .0 SGL CLR S 70.0 73 .2 1 .00 5124.0 W 170.00 79 . 7 13549 .0 SGL CLR W 170.0 84 .9 1 .00 14433.0 ----------------------- ------------------------------------------------ .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS - ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- .15 5,220.00 713 .00 1 .098 51,948.10 57, 048.20 45,232.53 ---------------------------------------- NON GLASS------------ - AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 3767.0 .9 3390.3 Ext Wood Frame 19.0 3767.0 .90 3390.3 Adj 226.0 . 7 158 .2 Adj Wood Frame 19.0 226.0 .40 90.4 DOORS---------------- Ext 42.0 6.1 256.2 Ext Wood 42 .0 6.10 256.2 Adj 40.0 2 .4 96.0 Adj Wood 40.0 2 .40 96.0 CEILINGS------------- UA 2700.0 .6 1620.0 Under Attic 19.0 2700.0 1 .10 2970.0 FLOORS--------------- Slb 252 .0 -37.0 -9324 .0 Slab-on-Grade .0 252.0 -41 .20 -10382.4 INFILTRATION--------- 5220 .0 8 .0 41760.0 Practice #2 5220.0 8 .00 41760.0 TOTALSUMMERPOINTS - - 1 - 95, 004 .90 83,413 .02 -------------------------------------------------=-=--------------------------- TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ---------------------------------------------------------------------------------- 95,004 .90 .37 35,151 .81 1 83,413 .02 1 .00 1.100 .340 .900 28,076.82 WINTER CALCULATIONS BASE _-_ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------ -------------------------------------------------- N 95.00 7.3 693 .5 SGL CLR N 56.0 13 .8 1 .51 1166.9 SGL CLR N 39.0 13 .8 1 .00 538.2 E 378 .00 -9 .2 -3477.6 SGL CLR E 187.0 -3 .8 -2 .97 2110.0 _. SGL CLR E 191 .0 -3 .8 1 .00 -725.8 S 70.00 -28 .4 -1988 .0 SGL CLR S 70 .0 -24 .0 1 .00 -1680.0 W 170 .00 -9.2 -1564 .0 1 SGL CLR W 170.0 -3 .8 1 .00 -646.0 ----------------------- ------------------------------------------------ .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS I POINTS --------------------------------------------------------------- ------------- .15 5,220.00 713 .00 1 .098 -6,336.10 -6,958.16 763 .28 NON GLASS------------ AREA x BWPM = POINTS I TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- ,WALLS---------------- Ext 3767.0 2 .2 8287.4 Ext Wood Frame 19.0 3767.0 2 .20 8287.4 Adj 226.0 3 .6 813 .6 Adj Wood Frame 19.0 226.0 2 .20 497.2 DOORS---------------- Ext 42.0 12 .3 516.6 Ext Wood 42 .0 12 .30 516.6 Adj 40.0 11 .5 460.0 Adj Wood 40.0 11 .50 460.0 CEILINGS-------------- UA 2700.0 1 .2 3240.0 Under Attic 19.0 2700.0 2 .00 5400.0 FLOORS--------------- Slb 252 .0 8 .9 2242.8 Slab-on-Grade .0 252.0 18.80 4737.6 INFILTRATION--------- 5220.0 7.4 38628 .0 Practice #2 5220.0 7.40 38628.0 TOTAL WINTER POINTS 47,230.24 I 59,290.08 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 47,230.24 .55 25, 976.63 ( 59,290.08 1 .00 1 .100 .484 .900 28,409.44 ******************************************************************************* WATER HEATING ******************************************************************************* -_= BASE -__ __= AS-BUILT NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------ -------------------------------------------------- 5 3803 .0 19, 015.00 80 .88 1 .000 3803 .0 1 .00 19,015.00 ---------------- ******************************************************************************* SUMMARY ******************************************************************************* BASE ___ I =_- AS-BUILT COOLING HEATING HOT WATER TOTAL ( COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 35151 .8 25976.6 19015.0 80,143 .45 28076.8 28409.4 19015.0 75,501.27 * EPI = 94.21 ***************** I � 26801 •�,+�•Ci�mE��..h�+iti w»:art CITY OF ATLANTIC BEACH 4 ATLANTIC BEACH,FLORIDA 3*231t TKI.CPMONE:SA6.2396 1Tj r �Q CITY OF "T'LmrBlll ATLANTIC BEACH No. 52?5 DATE M ETER6 WATER *EWER "XISAGE OTHER TOTAL + FI.ORiDA ? IS REC }PTSD AS WORK t August 11, 19 g- �t?�tf� 3 ft PT TO PUBLIC 'ORDER. T KE REC (1J� ; NAME �NAt.n NA�tRTi t f WORKS D PT. TO CHEDU WORK. I inn S PIPER E ' ADDRESS 2127 REAt'.fLA1t1'.MIF (("(Y ATT ANTTC REAM PTnT?TDA -%22%3 Wriu I THIS MIS PATABL.E IN ADVANCE �IF NO PAID v Tmn , IF NOT MID W1TMiM i 4' 17 f ' NO REFUNDS 30 DAYS OF DATE*MOWN + - t WATER IMPACT FEE #40-343-370V310.00 310,00 4' 13 i SEWER IMPACT FEE #42343-5204 $1,435.00 water and sewer tap and hydraulic share paid 1:345.00 to J.Davie per contract agreement. :ALD E.HAYWARD os-aa OTHY S.HAYWARD 15 5 -ACH AVE. -;C BEACH,I:'I. 32233 4, tsuri2nra+rrry.t .. �... vrat A0ft3MQ MONEY MARKET ACCOUNT 0000 2 14 5 2 5 3000 6 2 i,711E 015 5 When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Paymenf CITY OF ATLANTIC BEACH, FLORIDA U WURER ,i CITY OF ATLANTIC BEACH Fixture ,Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. _BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6), ? `-f WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) R./ BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) 2 SHOWER STALL DOMESTIC (2) ' " LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) i f WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) _KITCHEN SINK WITH WASTE `` DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) a COMBINATION SINK AND TRAY WITH _FLUSHING RIM SINK. (8) FOOD DISPOS. (4) I URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) , —t— � LAVATORY, SURGEONS (2) SURGEONS SINK (3) JACUZZI (2) URINAL STALL, WASHOUT (4) 00 TOTAL FIXTURE UNITS @ $20.00 EACH $ JOB INFORMATION 'IL 14v" i aq?` ' °s CITY OF AMIN&C Fuad - �&%a4 F.o.sox x AU AIMC REACH,ILOWMA MU TEWHOW IM)lN"Y6 i Si'l�D :iT SSiAJ�7��Y�il.3!Z. :Each application for building permit must be accompanied by three• complete sets of plums, including a detailed site plan, indicating location of utilities, parking, size til yards, setbacks and other data as required by1code and/or the building, zoning or community developmet departments of the City 03 Atlantic Beach= one not of Florida Energy Efficiency Code obvete (on new construction or additions efl 500 sq. ft. or more); a ' recent survey of the land for new construction and additions= and ' a tree survey or letter certifying no trees or, property. APNLLCA,�Q�.C�HEC;.LIST 1. Building Application form 2. Three complete sets of plans Including detailed si*r plan 3. Recent survey, including tree survey or It-iter certityinf) no trees on property 4. Owner/Builder Affidavit (required when owner fsctu us contractor 5. Energy Sheets -ft f Aaw 6. Notice of Commencement ti" bu.wk TIME REQUIRED FOR PERMITTING: APPLICATIONS ARE: CONSIDERED IN THE ORDER RECEIVED SCHEDULED INSPECIZON2 Requests for inspection are taken from STs Q e.m. uptjj4 Inspections are made the following working day; plt3ase opccify am or ps inspection. When calling in an inspection please have the Permit Dumber, i2b lova&jon and tvtgL of ilip_p_erctici L__needed. Inspections are scheduled as follows: �. 1. Footing 2. Under slab plumbing/sewer/electric 3. Slab 4. Framing, rough electrical, mechanical, plumbing call for cover-up on building, . use building permit number and reference other applicable permit numbers (electrical, plumbing, mechanical and building, etc. ) 5. Insulation �. Final inspection 7. Finish Floor elevation survey/Certificate of Occupancy BUILDING CARD MUST .BE POSTED OR NO INSEF(. (INS WILL BE HADE Concrete cannot be poured and work cannot be covered up until the building card is SIGNED by the inspector. You may be required tL, n uncover any work that has not been inspected. It is the responsibility of the BUILDER/CONTRACTOR to pout the- building card. A fee of 01.1.00 is charged for all reincpec:tiunw. CITY OF MOPERTY DESCRIPTION `° �7 '4d4scac P.Q�Is - 7EoYcc�Q �j�p Ss✓� 7160CEAN BOULEVARD _ot ♦ ___81oak ISection M__� P.O.BOX 26 ATLANTIC BEACH,FLORTDA 32233 ` ELEPHONE(6041249-2J95 iubdiviaion s —__---____, ►''��1►�'*ry�/.+.�� street NaR►e ) d I DESCRIPTION OFA K ` sr Addreses_�!1Z-2 B�n`" _ ___ JAN 2 It in a FLOOD HAZARD 1992 'food Zones_-i_ o_r_`4- _ ares complete page 3. Brief Descriptions_ --- /_ Class of Works v' (New/Remodel/Addition)__!` �___-___ TONING INFORMATION Type of • Constructions-n2t�— :oning Proposed � ��,/t� listricts�G'_— Uses__--^. 1:___.,-.._-- Estimated Vilue s_ �_S_o1oae :xceptions or Haterialss j` Q ` ( =F� ?':L____-- ariances Solid or Filled t -�/ ------------------------------------------ Grounds_ Sb be- !Roots S----- OWNER INFORNATION // Method of Heating s,• � p:'�"'C_±' i!_ J � Property Ovlser s_yv�-jt'Taub"L'' ---------------- Phone s -- Mailing a Address--- (�a?_ �c LLQ/ =5---------------------- ..&I -..- ----- Zip I-01??�-------- CONTRACTOR INFORMATION Contractors_ cx-AN-krilf--------------------------..--- Phone: Mailing Address I_-al��_pwyAwu)�.._..-----_- _ ► 3 ------- -� -a---- 32-26 6 ------------- ----- Zips ---------- ----- n��J`1p� Date:at on License Numbers_ _ .u'ti[ ---------------------------- Date: �ac.e.3 G 199t I HERSBY CCRTIPY THAT I NATE RCAD AND CXAMIBED TNIB APPLICATION AMD KNOW TUC $AME TO BE TRUE AND CORRECT. ALL PROVISIONS OP TUC LAMS AND ORDINANCES OOVERNINO THIS TYPE Of WORK WILL BE COM►LICD WITH, WNSTRCB SPCCIPICD NERRIN OR NOT. THC GRANTING of A PERMIT DOES NOT PRESUME TO �r OIVC AUTHORITY To TIOLATS on CANCEL TUC PROVISIONS of ANY FEDERAL. STATE OR LOCAL RULES. � ,•.♦. REGULATIONS. ORDINANCES, ON LAWS IN ANY MANNER, INCLUDING THE GOVERNING OP CONSTRUCTION OR THE YJ PCRFORMANCC OF CONSTRUCTION OF THE PROJCCT. I UNDERSTAND THAT THS ISSUANCE OF THIS PERMIT IS �• 1 y ,;�.. CONTINGENT UPON TNR ASOVC INFORMATION BEING TRUE AND CORRECT AND THAT TNG PLANS AND SUPPORTING DATA HAVC BEEN OR SHALL SC PROVIDSO AS REQUIRED. �z' �� Owner Signature ..--------- -- --��-=�-- ..-_- ---------- - Contractor Signature ---- _-_--Dote_ _ FL.00DPLAZN DEv6.LOPMENT INFORMATION Type of Developments_-kC e5idCAAC-r-_-------_..--------------- Flood tore 3,,,C,_Ao -,t Required Lowest Floor Blevationt If building is located within a flood`ihazard zone, a survey oust be wade AFTER TIB BLAB HAS SUN POURED, certifying that the LOWEST FLOOR ELBVATZON is equal to', or above the base flood elevation established for that zone. No final inspection will be wade and no oerti=icate of occupancy will be issued until the survey is on ittie with the Building Department. ' CONNENTSs Applicant Acknowledgements I understand that the issuance of this permit is coatAwgent upon the above information being correct and that the plan and suppoarting data have been or shall be provided as requiredo s agree to comply with all applicable provisions of Ordinanoe No. 28-7-11 and all other laws or ordinances affecting the proposed development. r Date_ _1L: __..Applicant•s Signature,". .,-_--,.--_------ rr� .rrr--rr—r-r-----rr—rr r—rrrrr r-rrr rrrr rr�Mr..rrrrr Department Use Required Lowest Floor Elevation -------- --- As Built Lowest Floor Elevation ----_-------_---- Survey Filed with Building Department ----------- — — . ----------- -------- Building-Department Representative Page 3 A f e TREE REMOVAL SE"ON A APPLICATION MUST BE RECEIVED BY NOON OF THE WEDNESDAY BEFORE THE MEETING: 1. Pmpodyownoe*Nww Address Telephone t. 9iXI of TM Removal/&l#ANeratlon SECTION B (r'o be owq*ted byappMcarrltwhon p oMry b yonI "wWongA fndude$ an mdNlnpdrwMaq;w doidch b notprssw*, w 000tp" 1.What charges aro popond b the above sfpeo W tate? 2 What b the purpose of Mose propose chw%W 3.Specify trees proposed for ro noval ao tallowy r TRIS COUNT SPEOW. SIZE(08N x F113G tT) CONDMON 4.VM areae Ones be nboated onto nmopr~ 5.U not,wo ispboerrrerlt trees be pk#ft f t i 6.Specify poposed ro uaes as foNowa: TREE COUNT SPECIES SIZE It 7.Attach do purr. ' (SKIP SECTION C AND COMPLETE SECTION D) i SECTION B - (All other Applicants) 1 . Property Zoning: 2. Submit the following: SITE PLAN/TREE SURVEY indicating: a) Site topography, existing and proposed grades b) Existing and proposed structures c) Location of all trees w/ DBH of six inches or more d) Tree species and sizes e) Trees to be removed should be clearly marked f) Trees to be relocated should be clearly marked g) Location of any proposed replacement trees h) Identify trees of special or unique characteristic i ) Identify trees within 10 feet of construction areas j ) Show location and type of tree protective barriers k) Location of utilities, accesses and easements'. 1 ) Location of vehicle travel corridors m) Location of commercial sprinkler/irrigation systems n) Landscape maintenance plan (commercial only) o) Staging areas for equipment and material storage SECTION C I agree to comply with the rules and practices established in Chapter 23, Article II of the Code of Ordinances of Atlantic Beach. Owners Signature Date CITY USE ONLY Applicant has complied with all provisions of Chapter 23 and requirements of the Tree Conservation Board. Tree Conservation Board Designee Date NOTE: "Tree Protection for Builders and Developers" is available at City Hall or from the Division of Forestry, 8719 West Beaver Street, Jacksonville, FL . 32220. ( 781-1434 ) CITY OF 1*&a&c Fead - 9&uW4 716 OCEAN BOULEVARD P.O.BOX 26 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 March 13, 1987 Mr. Ronald E. Hayward 2127 Beach Avenue Atlantic Beach, Florida 32233 Dear Mr. Hayward, You have asked me to review the attached site plan and determine whether or not you could construct a three unit structure in the rear of your property in addition to the single family home now existing thereon. Current zoning of your property would permit four living units as you have proposed. The side setbacks, however, would need to be modified. Multi-family construction requires 15' side yards rather than 10' as indicated on the site plan. Maximum height of the structure is 35' . It is my opinion that the City of Atlantic Beach would furnish you a building permit provided the side yards are modified to 15' . Since ely, i elu Rene' Angr Community evelopment Director cc: City Manager Building Inspector MRP 70 5H0 � N A PORTION OF LRNOS DE5CRIBEb IN OFFICIAL RECORDS VOLUME 4928 PAGE 754 a FLORIDA AND BEING PART OF GOVERNMENT LOT 1, FRACTIONAL SECTION 9, TOW FLORIDA. FORT R.E. hAYWARD i Q 0CE,4N VILLAGE ONE CQ Q AO / o pRer.Jco 3-s rrowr Rr�ro rry c w � . - ' n OrRe v.rco�-sr.wy �Y T `9 4 0 3399 y h � a Q C Q 4 �J `O CL Q LOT T30A t„ w VATR ATLAMPIC OCACN-011r j-R-C 6-5 4ZRPIR4T,oN W`n PB ,a P4. 99 Q 4 � Q Q 0 NOTES: 1. THIS 15 NOT R BOUNDARY SURVEY. 2. BOUNDARY INFORMATION SHOWN HEREON WAS TAKEN FROM SURVEY BY R.L. CROR50ELL k CO. ORTED APRIL 6. 1977, 3. SEE FRANK JONES AND ASSOCIATES DRAWING NO. 211-C FOR TOPOGRAPHIC SURVEY SHOWING ELEVATIONS ANO LOCATION OF IMPROVEMENTS NOT SHOWN HEREON. r THE CURRENT PUBLIC RECORDS OF DUVRL COUNTY. 5H1P 2 SOUTH, RANGE 29 ERST, DUVRL COUNTY, �1 EX,17,N 2.57y gGocK O I.vO fF.oMQ` 1` \ 32 9n Pr. B3 l FRANK JONES & R550CI LRNo SMEYCM aro Lard ry POST OFFICE BOX 5805 JRCK5ONVILLE, FLORIDA 3. REQ„Eo MN��N ,r,,SST DATE: OE< ifoar SCR' rer.tco rev. i4, r�oG N+*<rcr W.O. NO. BSzog DRYG. A++.— AEKERENCE FOA OE]CA,or-- -247 1724;# SENT B`f :SEALIFT TP SHEET FROM WI.,. I - v%,V0X, AIA, ARCHITECT rate:—January 30, 1992 FAX PHO 14E 904-399-4578 T Ime:— 10: 40 — f Z'OM• William Javoox AIA Fr.. Door ana window Schedule Ior Cr. Steven Y. T,ae Residence to FAX Phone 0: 247-5805 Atiant ' - Bea,:l't th Comments; "If 7OU D-0 NOT PECEIVE AI;Y '--,R ONLY )PART OF TVIIIS FAX, PLFASE C�lr US AT 904-396-4420. THA" Yoy) 13�3c' GUT,F 'LLIFE SL:IrE 4) fvl JACK Sf:�Irtl 1 11,1 E, FLCOR'10A 32207 FRA,A� I i roil ..._._._. I}'M,IL:i� MARK SIZE MTL TYPE 9 — -- REMARKS 1-IEAD .IAMB SlLL `camI - d'.• �' E ISI V F7c k"y-E? `G'c1v�C3� �� C x � �t+z•" K I ►urs — OV Ip CIA r sit) t - x W r LLJ G u W rr f :57 el U 6 E WINDOW SOMEDULE " ER DETAILS MARK MODEL "EADT AFF FF op"C", --[- -- REMARKS END JAMB SILL ioz vH loe e- rA o .3 %2 )f (Cl LD t ICJ Cy r-D P +-Cwy e5,e 7- 105 IOTA, Dif 2),?- CW )k 106 40 17:54- + 110 v(1 lio4z- 1' 10 Ybo), 4 I A, J;,vf 21ti 10 -210C310 t; I C- t7H -Z to 15L Lo 1,9 02 ca LU pa z w M6&1 WkTJ ONA, e-&PE* P;9K P�JF7,5.- •i M 0 DOOR SCHEDULE I tiDw. (METAIR-4;MAR WE Mff L T Y PC REMARKS �MTL SET "EAD JAMS SILL r-5 fi l7rl —-- 7- L XI 3�0'x 7'-0"x I ill rl> v ca A PF< 0.01 PS r' 'ryy Via rAM)rZ rz hr S 011 SCHEL I'd MAR WDOM-'Lp- HF34ARKS f NIF-17 1- 31 SILL (d V4.1 41 -4 t74� 140+Z Lll r2 Y4 LT, P-1 t J51- )4, 7 3/1 1-4 z le 0 P W�A 43 kt, t I LL LU MSE4 �JA-L, O DOOR SCHEDULE MARK SIZE MTL TYPE FRAME HDW DETAILS REMARKS MATL SET HEAD JAMB SILL 101 h. 3-O"7L r l y I /q.'i Iq V A, I�I >'� 2-o�G�Bix I�/8 wry A iD�?t3 I OCG i IOhi� ISE IC�Io F P>z�a D"X�o`�'`x I�g Wri 3 S'-d'x 7'-0"x I W r7 119 24"x 6v6"X 13/-13" d o. III A. PR >e A y¢') P WAS ,;Jr 1� /`� I=. 17C�.�1� C> o D MAWL)t= G,�t2�c-�E r�poFZ tjAn 30 In O DOOR SCHEDULE FRAME HDW DETAILS MARK SIZE MTL TYPE REMARKS MATL SET HEAD JAMB SILL 201 La 24x a-6°x X16 wr Sol D 3'-o°X�' 8' X 1 u V4 MaNu� r' K T 201 3�U"xI�g W t7 M/.1.1J1% po6KET 2=gi'�cL�- 'x 138' WD vi l � SID Ml�.,t til FG .!i 611 x 1 38 Veli} Lit r2 20o)1, 2`-61"Ir-4,1, k 1��1� Y4v — 2oc) b S�14"y g"y I l6eI' wr, H V a C 212t� '12' lv 'K�'-8°yl ('�IFdi.1� Q �o r1 N NAA 3 F' O WINDOW SCHEDULE HE DER DETAILS ARK . MODEL HT AFF ROUGH OP'G HEAD JAMB SILL REMARKS IQ2 PH 32 roto . Jo2e� r?H 3z610 W 323/gxc,=� D�+`� 103 t12 l4 110 Al Z- •4'-1 3/4" Y 8' t o 5 r�►� 1F�o 41-(,%')e 6'-0" i O5 P5 t7 (0-0" 105E r7H 4- Zt 107A. DH 3Z SPO ; 5'-Z Y64)( -9 % i1 107 15 GN 3z cot& '108 10cD 1:214 11p 42 I'-10%8x 4l-1 Yq-" 110 oN 11047- 1` 10 !)e 4-1 N+ {1 ! b r7f-( z !7, 5lo el-40 Ygxs'- Y11 I I 1 5 C7 21d r-i I C7 S 10116 S'�3'-" III G d�) .246 5l0 Z'10%` S-�3/4�� e IIIb P H Z I0 510 2'1Ogg`x 5�-� 3/4' o Q �e Q oR U p .3 W1Nt�►tilyMg.E-( WA,TioNbL Gope�, FOR P�IR5, WA-6U&. 101.1 !JAN 3 '`r O WINDOW SCHEDULE HEA_ DER DETAILS ARK . MODEL HT AFF ROUGH "OP'G HEAD JAMB SILL REMARKS 2O3 r�H 1 t o+Z I'-10 3/a X <I'- 1 %-" 205L hN '�<o Z 3t-loWIX * X G►_ I �4't 10 WIT ZG�j �/�1;� ��--i 3 2 �o z � G'-7��•'a k G'-t 3/,�`t 210 t7N tl0$Z t` IU3/v'x =211 � ✓1-d 3 z 'F� 3-2�/b'x 4'- f �/4 211 t5 t7N 11042 I'-!d�/� x 4'-1�/LI 212 A DN >'-23/gx 212 E6 DN 3 Z6z € 3'-`L��jX&I-I 314tl 2138 DH Z1r7�iZ 2'-IU3e� c 3 �i = 2136 ►�H zlb yZ Z'-ICJ3�g' �c %�'-� 3/�;� cxia 2l3 p bN �tprz G� tl� - 21'S � DN 'Zt05�- 2' Ida�tX 5'•I �'�' � C> " 0 � w a � o r-� y V n [JAN 3;; ;:> - 2120 Cfiea,(f1 RVO UM NOl 1 &�c9e , &�322 6- > ,.. f 330 -2 001944 3 January 11 , 1987 Dear Mr . d s Hayward , As yq.xi` have dis at the council meeting on Monday even- ing , we and your neighbors are very disheartened and distressed by your plans of knocking down your single family oceanfront home and building seven units . We are now well aware of your "legal right" of doing this , but we would like to appeal to your conscience as a good neighbor and citizen . We basically feel that your plans are only considering your own economic gain over the safety and quality of life of others . We have lived here for ten years (my husband lived at 2115 (Ocean- front as a boy) , and as you know we have enjoyed a unique and quiet area . We felt that this area of Atlantic Beach was ideal for raising our young children and hoped and planned on making this our permanent residence . We feel that your planned complex will change all the qualities about our neighborhood that we all love . It will no longer be a unique single family area . It will no longer be a safe and quiet area . It will be following the errors of so many overly developed areas that no longer have the appeal that we are all longing for . , We have always considered you a private couple , respected in this neighborhood rather than resented . We are personally confused by your change of attitude towards your privacy . Are you really planning to live in one of your units? If so , for how long? Also , are you planning to rent or sell the units? The Atlantic Beach Council was in unanimous agreement that there was an oversight in zoning your property considering the in- adequacy of the access road . The reason your property remained zoned multi-family was to be consistent with the duplex to your south (the plans for this duplex were submitted before annexation) . If those plans had not been submitted , single family zoning would have reasonably extended to the end of Beach Avenue . Please consider at least keeping consistent with your neighbors to the south , and putting 2-4 units instead of 7? A mistake was made , but for you to turn it into an opportunity out of character with the neighborhood is , we think, unfair . a ''740.fl�ll aldf-IIIIIIII(M71116 1120 (fiea,,kRvatu , born R6rcPew1t f&if4 32233 904-246-0013 Once again , we are not alone in our attitude . We have personally spoken to two families in the immediate area who are so discour- aged thatthey are considering "selling out" and trying to find another area where zoning is more carefully scrutinized . I am personally hopeful that it is not too late for you to reconsider your plans so that we can continue to live here and be proud of our enviornment . Please consider this letter a sincere desire for open communi- cation — CITY OF 716 OCEAN BOULEVARD JL P.0.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 April 27, 1987 Memorandum To: File - 2127 Beach Avenue; Ronald E. Haywa From: Rene' Angers, Community Development Dir �_ Subject: Attached Mr. Hayward has asked whether he could convert his existing single family dwelling into a duplex, in addition to constructing three units on the rear of his property. His property would accommodate five dwelling units: 75' x aprox. 233. 54' to erosion control line; 17, 515. 50 sq. ft. The only problem I can foresee is that RG-2 zoning requires 7. 5' minimum side yards. According to the attached survey the existing structure is 7' and 6' from the north side property line. 'r. MRP TO 5H011 R PORTION OF LANDS DE5CRIBEl1 IN OFFICIAL RECORDS VOLUME 4928 PAGE 754 CF THE CURRENT PUBLIC RECORDS OF OUVAL COUNTY. t FLORIDA AND BEING PART OF GOVERNMENT LOT 1, FRACTIONAL SECTION 9, TO14WP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, I FLORIDA. aE7 FORi R.E. HAYWARO i N Q OCERV14 G A6 E 0/VE- 'loA/poM/Alle-1m 0 r '� 4� pwer••s•o 3•tr..ar .. i -i-. REf/orn�N �� ` � M•ietr-o t�f r•4Y i. T 7 ' 1 -C-:�':'•---� D.rP.✓. 3399 PE. SF/ ,` K � :t O.P.✓. 32 90 PG. B3 r Q QL CL l�J MORTN MIANryL - J �Y BeACH•uNir j•�-c a-s r�roeAnoN ,,ter r ;�' • . • A. part cf vo,.err.-ie„t I,ct 1, Fractional Section 9, Township 2 Sow h, Ran6e 29 Fast, lyre tarlicu'arly at a P.-int on the I+.. st cor e o. Lot BOA, b r,., a lan„ic Beach Unit 3, R-C-B-S Corpc `ktb plat recorded in Plat Book 15, •Page 93, of the C—:r r ent Puclic Records of Duval County, said corner b North line cf Lot SCA and the Eastern Right-of-way line of Seminole Beach Road (County Road No. uobj alone sgid Eastern Richt-of-way line of said P.cad) 1t5 feet to tie Point of Beginning; thence run Ee to said Right-of-way line, 499.96 feet to an iron pipe, said pipe being located 8 feet more or less Beach Dune line; thence, continue in the said Easterly direction 12 feet more or less to the Present Atlantic Oce&n; thence run in a Northerly direction, at right ar.zles to the above described South oc thence run in a westerly direction, at riot angles to the above described East boundary line 12 fee iron pipe, said pipe being located 9 feet :here or less, gest of t:^.e top of the Beach Dune line; the said Westerly direction, 498.51 feet to a point on said Eastern Right-of-way line of said Road; thet direction 75 feet to the Point of Beginning] excepting from the atove described the westerly 226 fe, ' April 6, 1977 For; Walter D. Griffin, Jr. . 4 1 + 3/4 f i _ 33. 4 5 — — 6 32' 2t.7• 3 o y � c Q - N 1311(•� h NA.X ti Y 1 Garage e2 r' ?p. 11 t5' _ - 4v, QC 4 Concrete L11 2t. r. 11 �' . fCR'NO.in, PATlO k o �o '�le to sole, d w=� 226' 55.36 40 6120' a' 90 .� PO/)VT OF. 8£6INN/NG • �- o denaf�S /rOn p,ve RECERT1F/f0: JULY/7, /979 ' Z , FOR: OR. W.E.LAMB r" R. 1. CROASOf LL CO. Q 4 r, �'_ ENG/N;ERS• SURVEYOQs b '" * P10. (2 9 E. ADAMS ST. q Z) - .JACKSONV/ll E, FLORIDA Q OF ` • _ g0 - .�• C1 A/7V Rn✓ AInCra iri,Alrir ktArAl Iht//7 CITY OF l*&arw Fe4d - 9&Ud4 716 OCEAN BOULEVARD �41 _- P.O.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 April 27, 1987 Memorandum To: File - 2127 Beach Avenue; Ronald E. Hayward From: Rene' Angers, Community Development Direct 1 Subject: Attached Mr. Hayward has asked whether he could convert his existing single family dwelling into a duplex, in addition to constructing three units on the rear of his property. His property would accommodate seven dwelling units: 75' x aprox. 311. 48' to erosion control line; 23, 361. 00 sq. ft. The only problem I can foresee is that RG-2 zoning requires 7. 5' minimum side yards. According to the attached survey the existing structure is 7' and 6' from the north side property line. wane a.awra. � �� Q , apt allM QC Nil ke izo �- I �es[a > � sss�Y F g isc 11 liti g4, =i $ S"� 1 a w 9 a7:iwl itRat !at lei, Ist, i :71 wS• i1 :ft i 46- 1 � 2 roposal for Customer Bill Smith Construction Project: Smith/PeIman Quote No.: 045078 Outside View Item No. Otv. Summary Description Unit Price Extgaded Price A Item#5 Qty:3 Transom above Casement(branch assembled) c� Location:Sunroom side A:3521 Fixed Awning,Frame:35 X 21:Architect Series Classic, E RO:2' 11-3/4" X T10-3/4" Clad,Model 1 ,Seacoast Hartford Green(SC0104),5/8"Gray f a Jamb Depth:3 11/16 InsulShld IG Glazing,Fins(per design),Std Primed Interior B:3571(E)Left Hinge Casement,Frame:35 X 71:Architect Series Classic,Clad,Model 2,Seacoast Hartford Green(SCO 104),5/8"Gray InsulShld Temp IG Glazing,White Hardware,Fins(per design),Std Primed Interior Notes:FWD to assemble using 2"packed mull to be mulled into 3 wide unit on job site NO Screens Outside View Item No. Qty. Summary Descri tp ion Unit Price Extendgd Price A Item#10 Qty: 1 Transom above Casement(branch assembled) Location:Sunroom rear A:3521 Fixed Awning,Frame:35 X 21:Architect Series Classic, PLO:2' 11-3/4" X 7' 10-3/4" Clad,Model I ,Seacoast Hartford Green(SC0104),5/8"Gray e Jamb Depth: 3 11/16 InsulShld IG Glazing,Fins(per design),Std Primed Interior B:3571(E)Left hinge Casement,Frame:35 X 71:Architect Series Classic,Clad,Model 2,Seacoast Hartford Green(SC0104),5/8"Gray InsulShld Temp IG Glazing,White Hardware,Fins(per design),Std Primed Interior Notes:PWD to assemble using 2"packed mull Items#10-1 Ito be mulled into 2 wide unit on job site NO Screens Vor information regarding the finishing, maintenance,service, and warranty for all Pella products,visit the Pella Website at www.pella.com. Proposal-Page 3 of 21 Proposal for Customer Bill Smith Construction Project: Smith/Pelman Quote No.: 04SO78 Alternate No.: 0 Outside View Item No. Otv. Summary Description Unit Price Extended Price A Item#11 Qty: 1 Transom above Casement(ranch assembled) FE==1 Location: Sunroom rear A:3521 Fixed Awning,Frame:35 X 21: Architect Series Classic, R.O: 2' 11-3/4" X 7' 10-3/4" Clad,Model 1 ,Seacoast Hartford Green(SCO 104),5/8" Gray e Jamb Depth: 3 11/16 InsulShld IG Glazing,Fins(per design),Std Primed Interior B: 3571 (E)Right Hinge Casement,Frame:35 X 71: Architect Series Classic, Clad,Model 2, Seacoast Hartford Green(SCO 104), 5/8" Gray InsulShld Temp IG Glazing,White Hardware,Fins(per design),Std Primed Interior Notes:PWD to assemble using 2"packed mull Items#10-11 to be mulled into 2 wide unit on job site NO Screens Outside View Item No. ON. Summary Description Unit Price Extended Price Item# 15 Qty: 1 Fixed Casement,Frame:58-3/4 X 17: Architect Series Classic, Location: Sunroom Wood,Model 1 ,Primed Wood, 5/8"Clear IG Glazing,Std Primed R.O:4' 11-1/2" X 1'6-7/8" Interior Jamb Depth: 3 11/16 Notes: NO MUNTINS Outside View Item No. Ou. SummaryDescription Unit Price Extended Price Item#20 Qty: 2 2 wide Casement .(Branch assemble) Location: Dining Room A: Left Hinge Casement,Frame:20-112 X 78-112: Architect Series A B R.O: 3'5-3/4" X 67-1/4" Classic,Clad,Model 2,Seacoast Hartford Green(SC0104),5/8" Jamb Depth: 3 11/16 InsulShld Temp IG Glazing,Brass Hardware wButt Hinges,Roto Optr/Lock Hdle/Butt Hinges,Fins(per design),Primed Interior B:Right Hinge Casement,Frame:20-1/2 X 78-1/2:Architect Series Classic,Clad,Model 2, Seacoast Hartford Green(SC0104),5/8" InsulShld Temp IG Glazing,Brass Hardware w/Butt Hinges,Roto Optr/Lock Hdle/Butt Hinges,Fins(per design),Primed Interior For information regarding the finishing, maintenance, service, and warranty for all Pella products, visit the Pella Website at www.pelia.com. Proposal-Page 4 of 21 Proposal for Customer Bill Smith Construction Project: Smith/Pelman Quote No.: 04S078 Alternate No.: v Notes:NO Screens Outside View Item No. Otv, SummaryDe,scrgtion Unit Price Extended Price Item#25 Qty: 2 2 wide Casement (Branch assemble) Location:Pool Room A: Left Hinge Casement,Frame:20-1/2 X 78-1/2:Architect Series a B R.O: 3'5-3/4" X 67-1/4" Classic,Clad,Model 2,Seacoast Hartford Green(SC0104),5/8" Jamb Depth: 3 11/16 InsulShld Temp IG Glazing,Brass Hardware w/Butt Hinges,Roto Optr/Lock Hdle/Butt Hinges,Fins(per design) B:Right Hinge Casement,Frame:20-1/2 X 78-1/2:Architect Series Classic,Clad,Model 2,Seacoast Hartford Green(SCO 104),5/8" InsulShld Temp IG Glazing,Brass Hardware wButt Hinges,Rota Optr/Lock Hdle/Butt Hinges,Fins(per design) Notes:NO Screens NOT Primed ,Out§ide View Item No. OIX. Summary Des&'iption Unit Price Extended Price Item#30 Qty: 1 Left Hinge Casement,Frame:36-1/2 X 62-112:Architect Series Location:Pool Room side Classic,Clad,Model 2,Seacoast Hartford Green(SCO 104),5/8" R.O: 3' 1-1/4" X 5'3-1/4" InsulShld IG Glazing,Brass Hardware w/Butt Hinges,Roto Optr/Lk Jamb Depth: 3 11/16 Hdle/Restrictd Opng Butt Hinges,Fins(per design) Notes: NO Screens NOT Primed For information regarding the finishing, maintenance, service, and warranty for all Pella products, visit the Pella Website at www.pelIa.com. Proposal-Page 5 of 21 Proposal for Customer Bill Smith Construction Project: Smith/Pelman Quote No.: 045078 Alternate No.: 0 Outside View Item No. Otv, Summary Descri t� Unit Price Extended Price Item#35 Qty: 1 Left Hinge Casement,Frame:24-1/2 X 46-1/2:Architect Series Location: Powder Room Classic,Clad,Model 2, Seacoast Hartford Green(SCO 104),5/8" R.O: 2' 1-1/4" X 3' 11-1/4" Obscure Temp IG Glazing,Brass Hardware,Fins(per design), Std Jamb Depth: 3 11/16 Primed Interior Notes:NO SCREEN Outside View Item No. Oly. Summary Description Unit Price Extended Price A Item#40 Qty: 3 Transom above Casement(branch assembled) 1`7771 Location: Great Room A: Fixed Casement,Frame:52-1/2 X 21: Architect Series Classic, R.O: 4'5-1/4" X 5'3-1/4" Clad,Model 1 Seacoast Hartford Green(SCO 104),5/8" Gray B Jamb Depth: 3 11/16 InsulShld IG Glazing,Fins(per design), Std Primed Interior B: Fixed Casement,Frame:52-1/2 X 69-1/2:Architect Series Classic,Clad,Model 1 ,Seacoast Hartford Green(SC0104),5/8" Gray InsulShld Temp IG Glazing,Fins(per design), Std Primed Interior Notes:PWD to assemble using 2"packed mull Outside View Item No. Oty. Summary Description Unit Price Extended Price A Item#45 Qty: 1 Transom above O/S Door(branch assembled) Location:Great Room A:Fixed Casement,Frame:59-1/4 X 21:Architect Series Classic, B R.O: 5'0" X 8'9" Clad,Model 1 , Seacoast Hartford Green(SC0104),5/8" Gray Jamb Depth:4 9/16 InsulShld IG Glazing,Fins(per design),Primed Interior B: 6082 Inactive/Active Out-Swing French Door,Frame:59-1/4 X 81-1/2:Architect Series Classic,Clad,Model 1 ,Seacoast Hartford Green(SC0104),5/8"Gray InsulShld Temp IG Glazing,Bright Brass Hardware,Fins(per design),Primed Interior,Performance(DP) Upgrade Notes: PWD to assemble using 2"packed mull For information regarding the finishing, maintenance, service, and warranty for all Pella products, visit the Pella Website at www.pelia.com. Proposal-Page 6 of 21 Proposal for Customer Bill Smith Construction Project: Smith/Pelman Quote No.: 04S078 Outside Vicw Item No. Otv, Summary, Description Unit Price Extended Price A Item#50 Qty: 3 Transom above Sliding Door(branch assembled} Location:TV Room A:Fixed Casement,Frame:71-1/4 X 21:Architect Series Classic, 71-17- R.O: 60" X 8'9" Clad,Model I ,Seacoast Hartford Green(SCO 104),5/8"Gray B Jamb Depth:4 9/16 InsulShld IG Glazing,Fins(per design),Primed Interior B:7282 Vent/Fixed XO Sliding French Door,Frame:71-1/4 X 81- 1/2:Architect Series Classic,Clad,Model 2,Seacoast Hartford Green (SC0104),5/8"Gray InsulShld Temp IG Glazing,Rolscreen,Brass Int Hdwr w/Champ Footbolt,Fins(per design),Primed Interior Notes:PWD to assemble using 2"packed mull Outside View Item No. Otv. Summary 12escrilttion Unit Price Extended Price Item#55 Qty: I Left Hinge Casement,Frame:14 X 45: Architect Series Classic, Location:Kitchen Sink Clad,Model 2,Seacoast Hartford Green(SC0104),5/8"InsulShld IG R.O: 1'2-3/4" X 3'9-3/4" Glazing,White Hardware wButt Hinges,Roto Optr/Lack HdleButt #�} Jamb Depth: 3 11/16 Hinges,Fins(per design),Primed Interior Notes:NO Screen Outside View Item NO. Q11, Summarl Description knit Price Extended Price Item#60 Qty: I Right Hinge Casement,Frame:14 X 45:Architect Series Classic, Location:Kitchen Sink Clad,Model 2,Seacoast Hartford Green(SC0104),5/8"InsulShld IG R.O: 1'2-3/4" X 3'9-3/4" Glazing,White Hardware wButt Hinges,Roto Optr/Lock HdleButt Jamb Depth:3 11/16 Hinges,Fins(per design),Primed Interior t Notes:NO Screen For information regarding the finishing,maintenance, service, and warranty for all Pella products,visit the Pella Website at www.pella.com. Proposal-Page 7 of 21 Proposal for Customer Bill Smith Construction Project: Smith/Pelman Quote No.: 04SO78 Alternate No.: 0 Outside View Item No. Otv. Summary Description Unit Price Extended Price Item#65 Qty: 1 Fixed Casement,Frame:46 X 45:Architect Series Classic, Clad, Location: Kitchen Sink Model 1 , Seacoast Hartford Green(SC0104),5/8"InsulShld IG R.O: 3' 10-3/4" X 3'9-3/4" Glazing,Fins(per design), Std Primed Interior Jamb Depth: 3 11/16 Notes: Outside View Item No. Otv. Summary Description Unit Price Extended Price Item#66 Qty: 9 96 Frame Expander(#47D3--D6/47E3),Length::6"Frame Location: Kitchen Sink Expander(#47133), Seacoast Hartford Green(SCO 104) Notes: Outside View Item No. Oty. Summary Description Pric Extended Price Item#67 Qty: 2 96 Flashing,Length:: Support Products, Sunroom,Adjustable Location:Kitchen Sink Corner, Seacoast Hartford Green(SC0104) Notes: Outside View Item No. Otv, Summary Description Unit Price Extended Price Item#70 Qty: 1 Left Hinge Casement,Frame:25 X 46-1/2: Architect Series Classic, Location:Kitchen desk Clad,Model 2,Seacoast Hartford Green(SCO 104),5/8"InsulShld IG R.O: 2' 1-3/4" X 3' 11-1/4" Glazing,Brass Hardware,Fins(per design), Std Primed Interior Jamb Depth: 3 11/16 Notes:NO Screen For information regarding the finishing, maintenance, service, and warranty for all Pella products, visit the Pella Website at www.pelia.com. Proposal-Page 8 of 21 Proposal for Customer Bill Smith Construction Project: Smith/Pelman Quote No.: 04SO78 Alternate No.: 0 Outside View Item No. QDL Summary Description Unit Price Extended Price Item#75 Qty: 1 Right Hinge Casement,Frame:25 X 46-1/2:Architect Series Location:Kitchen bath Classic,Clad,Model 2,Seacoast Hartford Green(SC0104),5/8" R.O: 2' 1-3/4" X 3' 11-1/4" Obscure Temp IG Glazing,Brass Hardware,Fins(per design),Std Jamb Depth: 3 11/16 Primed Interior Notes: NO Screen Outside View Item No. Otv. Summary Description Unit Price Extended Price Item#80 Qty: 1 Right Hinge Casement,Frame:33 X 66 X 61:Architect Series p - Location: Service Entry/Landin Classic,Clad, Shape 12 Full Arch Head,Model 2, Seacoast Hartford R.O: 2'9-3/4" X 5'6-3/4" Green(SCO 104), 5/8"InsulShld IG Glazing,Brass Hardware wButt Jamb Depth: 3 11/16 Hinges,Roto Optr/Lock HdleButt Hinges,Fins(per design),Primed a Interior Notes:NO Screen Outside View Item No. Otv. Summary Description Unit Price Extended Price Item#81 Qty: 1 NON PELLA PRODUCT Whitco Extension pole operator and adaptor Picture Location: Service Entry Landin Not Available Notes: For information regarding the finishing, maintenance, service, and warranty for all Pella products, visit the Pella Website at www_pella.com. Proposal-Page 9 of 21 Proposal for Customer Bill Smith Construction Project: Smith/Pelman Quote No.: 045078 Alternate No.: 0 Outside View Item No. Otv. Summary Description Unit Price Extended Price Item#85 Qty: 1 3686 Left Hinge Out-Swing French Door,Frame:36 X 86: Location: Service Entry Architect Series Classic,Clad,Model 1 ,Seacoast Hartford Green R.O: TO-3/4" X 72-1/2" (SCO 104),5/8" InsulShld Temp IG Glazing,Bright Brass Hardware, Jamb Depth: 4 9/16 Fins(per design),Primed Interior,Performance(DP)Upgrade N1 Notes: Verify size Limited Hinges GC to close down opening Outside View Item No. Otv, Summary Desgription Unit Price Extended Price Item#90 Qty: 1 Left Hinge Casement,Frame:33 X 70-1/2: Designer Series,Clad, Location: Garage Model 2, Seacoast Hartford Green(SC0104), 5/8"InsulShld IG R.O: 2'9-3/4" X 5' 11-1/4" Glazing,White Clear DGP,White Hardware,Cordless R&L-White, Jamb Depth: 3 11/16 Fins(per design),Primed Interior Notes:NO Screen Outside View Item No. Otv. Summary Descriptio u Unit Price Extended Price Item#95 Qty: 1 Right Hinge Casement,Frame:33 X 70-1/2:Designer Series,Clad, Location: Garage Model 2,Seacoast Hartford Green(SCO 104),5/8"InsulShld IG R.O: 2'9-3/4" X 5' 11-1/4" Glazing,White Clear DGP,White Hardware,Cordless R&L-White, LI Jamb Depth: 3 11/16 Fins(per design),Primed Interior Notes:NO Screen For information regarding the finishing, maintenance, service, and warranty for all Pella products, visit the Pella Website at www.pelia.com. Proposal-Page 10 of 21 Proposal for Customer Bill Smith Construction Project: Smith/Pelman Quote No.: 04S078 Alternate No.: 0 Outsidg_View Item No. Oty. Summary Description Unit Price Extended Price Item#100 Qty: 1 Right Hinge Casement,Frame:33 X 66 X 61:Architect Series Location:Exercise Room Classic, Clad, Shape 12 Full Arch Head,Model 2, Seacoast Hartford R.O: 2'9-3/4" X 5'6-3/4" Green(SC0104),5/8"InsulShld IG Glazing,Brass Hardware w/Butt Jamb Depth: 3 11/16 Hinges,Roto Optr/Lock Hdle/Butt Hinges,Fins(per design),Primed Interior Notes:NO Screen Outside View Item No. Oty, Summary Description Unit Price Extended Price Item#105 Qty: 2 Left Hinge Casement,Frame:33 X 66 X 61:Architect Series -, Location: Exercise Room Classic,Clad,Shape 12 Full Arch Head,Model 2,Seacoast Hartford R.O: 2'9-3/4" X 5'6-3/4" Green(SC0104),5/8"InsulShld IG Glazing,Brass Hardware wButt Jamb Depth: 3 11/16 Hinges,Roto Optr/Lock HdleButt Hinges,Fins(per design),Primed Interior Notes:NO Screen Outside View Item No. Oty. Summary Description Unit Price Extended Price Item#110 Qty: 1 2-wide Casement Location: Exercise Room A:Left Hinge Casement,Frame:33 X 66-1/2:Architect Series a s R.O: 5'6-3/4" X 5'7-1/4" Classic,Clad,Model 2,Seacoast Hartford Green(SCO 104),5/8" Jamb Depth: 3 11/16 InsulShld IG Glazing,Brass Hardware,Fins(per design),Std Primed Interior B: Right Hinge Casement,Frame:33 X 66-1/2: Architect Series Classic,Clad,Model 2,Seacoast Hartford Green(SCO 104),5/8" InsulShld IG Glazing,Brass Hardware,Fins(per design),Std Primed Interior Notes:NO Screen For information regarding the finishing, maintenance, service, and warranty for all Pella products,visit the Pella Website at www.pelia.com. Proposal-Page 11 of 21 Ima-v- o Zt abed"tesOdozd tZ 3 law u,M��a��ct3�ucv�u ca-3t3 x° xgM Puy saaots , 1 uaaza5 ort d gra d nw 3,31,3s ort n�oP asota oa�a �utuadO u g� quz 9tltt t tt'S :url otau ° ,ad)suc3 'AYIpO a� zzd`�u�tsaP gutzeta •o zoiza�ul Paul zeata a�tuM Z PIP t:AD a :salon do(ANseoovzs n1 uaaz S satPz°�`azen�PaS u?"Sia��3 �u�riga a$ual Iq acuad0 '30,00 oz 00 nsut,815 ��t0 X 5€'a�u . atP zauStsaQ. cugt rsazzaS '9e13 tu�tsaP *a3a 9111t €" tQ��q 'p „bit'��#gao2atrai u°zfag sz zap suc3 oo 1 •Aa ��zetiJ zOtzaz d�Q zjeat ssatPzO� pt��S) aasagaaP° Zt t:�1b uao� ss a S�ogS ��a� 'azeg"PIVIR '910 "3 010 ;saaoil 'a�zgM"rt�g�tnsul BIS tti t-off X S€' r- atP�St zau�zsaQ:ZI � Peta sauaS •uadaa 0�qWg t€ Z' 9tlt „Vlt-�oAgao1 aaid L ' ut¢y`t Sjt#tuaal zoiza�ulP „tilt"asnou tsa�utHzana�x �u�Pue't `� isaP zssersg 3'sa�u�eaxnfluozN €;a+tul g�xo10-w6 ac)r a zOsaza latP1A�ao ( Oolset t cab tzaoasns°doa etaua te tnsu8lsadglASalA1z°t�IPtiSn" t ua lZetJ a gz�1uS tt azert�PoaeaS`Z taP�°X ZII-tib X ZIt Z uoizanzzsuo a ��az«t°��Zlt 6 zaafozd uecutad�ztwS ' SL4St'0 o�azonb 'roposal for Customer Bill Smith Construction Project: Smith/Pelman Quote No.: 045078 Outside View Item No. UIX, Summary Description Unit Price Extended Price Item#130 Qty: 1 Left Hinge Casement,Frame:35 X 62-1/2:Designer Series,Clad, Location:Pinky's Office Model 2,Seacoast Hartford Green(SCO 104),5/8"Gray InsuIShld IG R.O: 2' 11-3/4" X 5'3-1/4" Glazing,White Clear DGP,Brass Hardware,Cordless R&L-White, LjI Jamb Depth:3 11/16 Fins(per design),Primed Interior j Notes:NO Screen GC to provide spread mull outside view Item No. Otv. Summary Descrilltign Unit]Price Extended Pric Item#135 Qty: 1 Right Hinge Casement,Frame:35 X 62-1/2:Designer Series,Clad, I Location:Pinky's Office Model 2,Seacoast Hartford Green(SC0104),5/8"Gray InsulShld IG R.O:2' 11-3/4" X 53-1/4" Glazing,White Clear DGP,Brass Hardware,Cordless R&L-White, Jamb Depth. 3 11/16 Fins(per design),Primed Interior Notes:NO ScreenNO Screen GC to provide spread mull Outside View Item No. OIL Summary Descri tg ion Unit Price Extended Price Item#140 Qty: 3 2-wide Casement r---- Location:Master Bedroom A:Left Hinge Casement,Frame:20-1/2 X 70-1/2:Designer Series, A R.O: 3'5-3/4" X 5' 11-1/4" Clad,Model 2,Seacoast Hartford Green(SC0104),5/8"Gray Jamb Depth:3 11/16 InsulShld Temp IG Glazing,White Clear Temp DGP,Brass _— Hardware,Cordless R&L-White,Fins(per design),Primed Interior B:Right Hinge Casement,Frame:20-1/2 X 70-1/2:Designer Series, Clad,Model 2,Seacoast Hartford Green(SC0104),5/8"Gray InsulShld Temp IG Glazing,White Clear Temp DGP,Brass Hardware,Cordless R&L-White,Fins(per design),Primed Interior Notes:NO Screen For information regarding the finishing,maintenance,service, and warranty for all Pella products,visit the Pella Website at www.pelia.com. Proposal-Page 13 of 21 Proposal for Customer Bill Smith Construction Project: Smith/Pelman Quote No.: 045078 Alternate No.: 0 Outside-View Item No. Otv, Summary Descri t�ion Unit Price EAtended Brice Item#145 Qty: 1 6082 Vent/Fixed XO Sliding French Door,Frame:59-1/4 X 81-1/2: Location: Master Bedroom Designer Series,Clad,Model 2,Seacoast Hartford Green(SC0104), R.O: 5'0" X 6' 10" 5/8"Gray I.nsulShld Temp IG Glazing,White Clear Temp DGP, ° Jamb Depth: 4 9/16 Rolscreen,Brass Int Hdwr w/Champ Footbolt,Corded R&L Slimshade-White,Fins(per design),Primed Interior Notes: Cordless Shades are NOT available on 5'wide doors outside View item No. Otv. Summary Descri to ion Unit r' a Extended Price Item#150 Qty: 1 Left Hinge Casement,Frame:35 X 62-1/2: Designer Series,Clad, Location:Master Bath Model 2,Seacoast Hartford Green(SC0104),5/8"Gray InsulShld R.O., 2' 11-3/4" X 53-1/4" Temp IG Glazing,White Clear Temp DGP,Brass Hardware,Cordless Jamb Depth: 3 11/16 R&L-White,Fins(per design),Primed Interior Notes:NO Screen NO Screen GC to provide spread mull Outside View Item No, -QW Summary Descrilltion Unit Price Extended Price Item#155 Qty: 1 Right Hinge Casement,Frame:35 X 62-1/2:Designer Series,Clad, Location:Master Bath Model 2,Seacoast Hartford Green(SCO 104),5/8"Gray InsulShld R.O: 2' 11-3/4" X 5'3-1/4" Temp IG Glazing,White Clear Temp DGP,Brass Hardware,Cordless Jamb Depth: 3 11/16 R&L-White,Fins(per design),Primed Interior Notes:NO Screen NO Screen GC to provide spread mull For information regarding the finishing, maintenance, service, and warranty for all Pella products, visit the Pella Website at www. eln la.com. Proposal-Page 14 of 21 Proposal for Customer Bill Smith Construction Project: Smith/Pelman Quote No.: 04SO78 Alternate No.: 0 Outside View Item No. Otv, Summary Description Unit Price Extended Price Item#160 Qty: 1 Fixed Clad Frame,Frame:28: Support Products,Clad,Shape 8Z Location:Master Closet Octagon,Model 2, Seacoast Hartford Green(SC0104),5/8"Gray R.O: 2'4-3/4" X 2'4-3/4" InsulShld IG Glazing,Fins(per design),Primed Interior Jamb Depth: 3 11/16 Notes: Outside View Item No. Otv. Summary Description Unit Price Extended Price Item#165 Qty: 1 Left Hinge Casement,Frame:35 X 62-1/2: Designer Series,Clad, Location:Rear Bedroom Model 2,Seacoast Hartford Green(SC0104),5/8"Gray InsulShld IG RO: 2' 11-3/4" X 5'3-1/4" Glazing,White Clear DGP,Brass Hardware, Cordless R&L-White, Jamb Depth: 3 11/16 Fins(per design),Primed Interior Notes:NO Screen GC to provide spread mull Outside View Item No. Otv. Summary Description Unit Price Extended Price Item#170 Qty: 1 Right Hinge Casement,Frame:35 X 62-1/2:Designer Series,Clad, Location:Rear Bedroom Model 2, Seacoast Hartford Green(SCO 104),5/8"Gray InsulShld IG R.O: 2' 11-3/4" X 5'3-1/4" Glazing,White Clear DGP,Brass Hardware,Cordless R&L-White, Jamb Depth: 3 11/16 Fins(per design),Primed Interior Notes:NO Screen GC to provide spread mull For information regarding the finishing, maintenance, service, and warranty for all Pella products,visit the Pella Website at www.pella.com. Proposal-Page 15 of 21 Proposal for Customer Bill Smith Construction Project: Smith/Pelman Quote No.: 04SO78 Alternate No.: 0 Outside View Item No. Qty. Summary Description Unit Price Extended Price Item#175 Qty: 1 Right Hinge Casement,Frame:35 X 62-1/2: Designer Series,Clad, Location:Rear Bedroom(side) Model 2, Seacoast Hartford Green(SC0104),5/8"Gray InsulShld IG R.O: 2' I1-3/4" X 5'3-1/4" Glazing,White Clear DGP,Brass Hardware,Cordless R&L-White, Jamb Depth: 3 11/16 Fins(per design),Primed Interior Notes: GC to close down opening NO Screen Outside View Item No. Oil. Summary Description Unit Price Extended Price Item#180 Qty: 1 Fixed Clad Frame,Frame:28: Support Products,Clad, Shape 8Z Location: Guest Closet Octagon,Model 2,Seacoast Hartford Green(SCO 104),5/8"InsulShld R.O: 2'4-3/4" X 2'4-3/4" IG Glazing,Fins(per design),Primed Interior Jamb Depth: 3 11/16 Notes: Outside View Item No. Qty. Summary Description Unit Price Extended Price Item#185 Qty: 1 Right Hinge Casement,Frame:35 X 46-1/2: Architect Series Location:Laundry Classic,Clad,Model 2, Seacoast Hartford Green(SC0104),5/8" R.O: 2' I1-3/4" X 3' 11-1/4" InsulShld IG Glazing,White Hardware,Fins(per design),Std Primed Jamb Depth: 3 11/16 Interior Notes: GC to close down opening NO Screen For information regarding the finishing, maintenance, service, and warranty for all Pella products,visit the Pella Website at www.pella.com. Proposal-Page 16 of 21 L¢LI W -� omv o LL'C.�iLLi. CV OZ O 0 _ I1RAW01 n: u�ccxm trc: 35' MAX. q I 11 W. w.W.s. FRAME WI TH F.W. WINDOW NAIL FIN MAY 35" MAX. F.W. 35" MAX. F.W. 60- MAX. F.W. p ( ) 5" A1AXJ F.W. xori-za o1i%u/oz A BE REMOVED WHEN DIRECT 3.4 4.3• 13'+' 4'3" Q 9 2 MOUNTED TO THE OPENING. _I_ _ � -- - SEE DIRECT MOUNT DETAILS FIXED CASEMENT OR ON SHEET 3 FOR OTHER - - -- �. INSTALLATION REQUIREMENTS. �. , . FRAME WINDOW (SEE ROU JAMBREWS I I 1 I / .I DRAWING NO. 1141, I INTOD1 / III 1157 OR 1162 II 11 WINDOW TRA OR y' 3 i UNDER SEP I I APPROVAL F B v / C H R CANE CLIP 3 I 2 I III I a (2 EACH SIDE OF 2 I I ll I �'P - = 4 - / I 21 2 MULE.)TYPICAL EACH 3 3 - I. ,I 4 I. EyD OF MLRUON. W 2"ROOFING NAIL OR 1 LOCKING Dt ` 3 I 3zo No.8 SMS SPACED 3 1 - I' 110 FRAME SCREWS = 5'TO 7`O.C. SEE i I I I I S 1 1 THROUGH JAMB INTO FRAME ANCHOR % REQUIREMENTS TABLE' I I I I I I I 3 .I SUBSTRATE OR ON THIS SHEET FOR T MAX. LOAD WIDTH MAX. LOAD WIDTH ,� I HURRICANE CUP(1) o I OTHER REQUIREMENTS. 1 FIN NAILS OR SCREWS I = (A}B)/2 _ (A+e)/2 I I 1 SIMILAR .1 EACH SIDE OF MULL AT 5" TO 7" O.C. (SEE TABLE BELOW) (SEE TABLE BELOW) (111 I I NOTE: 3o w 18 I AROUND FRAME. SEE I I I 111 r� I MULLIONS D2 p& �f HwcE l/ ANCHOR REQUIREMENTS / f/ } I V 111 I / �� & 03 MAY Z N TABLE ON THIS SHEET I ( I I / 3�" z F / j 't--1'- BE USED A$ F. FOR OTHER FASTENER -- FILLER IF w� W- J- REQUIREMENTS. _ - - - - - - - _ =- =- _� DESIRED BY �_ � D N" j EXTERIOR ELEVATION PELTA. <= oa ^ i SEE "CDR ER CONSTRUCTION NOTE: ADVANCED PERFORMANCE EXTERIOR ELEVATION: MULTIPLE VENT/FIXED WINDOWS <= OL ZQ_ REQUIREMENTS' ON SHEET 2. WINDOWS MUST BE SHEAR MULTIPLE VENT/FIXED WINDOWS W ji O a-� EXTERIOR ON SCREW MOUNTED ONLY (NO UP TO FOUR WINDOWS MAY BE COMBINED IN ONE OPENING SCALE: 1/2"=1'-0" 1- U �3 1 RECTANGULAR WINDOW FIN OR CUP MOUNT ALLOWED). WITH ANY COMBINATION OF FIXED &/OR OPERABLE WINDOWS UP TO FOUR UNITS MAY BE COMBINED w m -1 oW SCALE: 1/2"=1'-0" SEE SINGLE WINDOW ELEVATION FOR CASEMENT WINDOW DETAILS a.VERTICALLY IN ONE OPENING o°. aL w ^a SCALE: 1/2"=1'-O" (IF VERTICALLY STACKED, MANUFACTURER MUST I—Z LOCK & SNUBBER REQUIREMENTS MULLION LOAD TABLE INSURE THAT THE DEAD WEIGHT OF THE WINDOWS a w MULLION LOA➢ ALLOWABLE PRESSURE(PSF) C3 rc WINDOW HEIGHT LOCK POINTS SNUBBERS - SPAN(IN.) WIDTH(IN.) MULLION bl'MULLION b2"MULLION"D3' BUILDING PLANS SAtNQT CAUSE ANY WINDOW FAILURE OR DEFORMATION) z W P REODIR REQUIRED NAIL FlN MOUNT CONDITION IS SHOWN zs OR LESS 7i.7 75.0 75.0 RFVT)3W- z z Y t 29 fi1.8 73.8 75.0 4" ARE RESTRICTED BY THE DIMENSIONS SHOWN. 29" & LESS 1 O O IN THESE ELEVATIONS. FOR OTHER COUP CdL...Iv}Pj I�ALLOWABLE PRESSURE FOR A COMBINED UNIT IS RESTRICTED p '1 33 54.3 1 64.8 75.0 ALLOWABLE PRESSURE FOR THE SMIGLE WINDOWS. O K 29 < 35 IL (L) 1 MOUNTING OPTIONS (SHEAR SCREW, 71 }7 49.8 57.8 75.0 KEEP TIlIS plt LLEO OR SITUATIONS OUTSIDE OF THAT SHOWN ABOVE, O O GREATER THAN SIDE O) t DIRECT.& CLIP MOUNT), SEE SHEET 3. 3 w z 41 43.0 52.1 75.0 MULDONS CERTIFIED BY A REGISTERED ENGINEER SHALL BE USED. 48 37.3 44.6 70.9 JAN 3 r 2003 p d w t i) 3 S BER WITH ADVANCED 29 OR LESS 73.6 75.0 75.0 ' ALLOWABLE DESIGN LOAD p w mss P FOR CE W (75 PSF RATING) & GLASS TYPE TO BE SPECIFIED in)Mo nsUectfor - a ,FL. c``'i zd""- }3 64.6 75.0 75. AR 1 DOW WTH 60 PSF RATING. GL SS LA BASED ET ALLOWABLE 65 37 57.6 68.8 75.0 (SINGLE WINDOWS) zz Za Be GLASS LOAD AS DETERMINED 41 s2.0 62.1 1s.0 z wc� F NEGATIVE BY ASTM E1300. 48 44.4 53.0 75.0 Ex ner signature trF-8 53 OR LESS 41 OR LESS 75.0 75.0 75.0 Tic nse No. T faJDARD SERIES WITHOUT KIT (1 SNUBBER) 4 '� lij'A. SE WINDOW SYSTEMS HAVE BEEN TEST D.ANALYZED&APPROVED FOR DESIGN 46 66.4 75.0 75.0 50 PSF 50 PSF p <z¢�� t)SSURES NOT TO E%GEED THOSE SHOWN IN THE'ALLOWABLE DESIGN LOADS' N O sr CKING,OPENINGS. &BUCKING FASTENERS MUST BE PROPERLY INSTALLED TO FRAME ANCHOR REQUIREMENTS TABLE STANDARD SERIES WITH KIT (3 SNUBBERS) z " - SFFR LOADS TO THE STRUCTURE. FIN SCREWS 60 PSF 60 PSF - N N3�S HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS& Y NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. ADVANCED PERFORMANCE SERIES ESE WINDOW SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH&MEET THE OPENING TYPE JAMB TO OPENING MINIMUM MINIMUM MAXIMUM MAX. DIST. a QUIREMENTS OF THE FLORIDA BUILDING CODE(F.B.C.) (SUBSTRATE) FASTENER TYPE EMBED EDGE DIST. SPACING IFROM CORNER 75 PSF 75 PSF ESE WINDOWS HAVE BEEN TESTED IN ACCORDANCE WITH AAMA/NWWOA 10I/I.S, ZX_ WOOD FRAME OR SUCK12" X IiGA. ROOFING NAILS 17/81 1/2" 5"TO 7"D.C.]2" 97-VOLUNTARY SPECIFICATIONS FOR ALUMINUM,VINYL(PVC)AND WOOD *ADVANCED PERFORMANCE CONTAINS THE INDGWS AND GLASS DOORS." REFERENCE TEST REPORT NO'S.02-32712.01 & 2X_ WOOD FRAME OR BUCK NO. 8 SMS SCREW I 1 1/8" 1 1/2" 5" 7;M FOLLOWING OVER & ABOVE THE STANDARD: Z c� -32713.01 BY ATI.ARCHITECTURAL TESTING INC.AND 382-0085.1 (ADVANCED1) 3 ADVANCED PERFORMANCE SNUBBERS ® 0 +` RFORMANCE)BY STORK TWIN CITY TESTING AS APPLICABLE TO THESE DRAWINGS. * SHEAR SCBE < wl STS COMPLETED INCLUDE AIR INFILTRATION PER ASTM E283.WATER RESISTANCE HEAD VS. 1 STANDARD SNUBBER 2X_ WOOD FRAME OR BUCK NO. 10 SMS SCRtIN 1 1 3 4 4 ER ASTM E547,UNIFORM LOAD STRUCTURAL PER ASTM E330&FORCED ENTRY , 2) MINIMUM 1/8" TEMPERED GLASS ,- ER ASTM F588, CMU/CONCRETE 3/16' CONCRETE SCREW$ 1 1 e 6" aw HESE WINDOW SYSTEMS ARE NON-IMPACT RATED&MUST BE SHUTTERED WHERE ("CONCRETE SCREWS SHALL BE ITW RAMSET/RED HEAD OR ELC TAPCONS+HILTI 3) ADVANCED PERFORMANCE WINDOW MUST BE EQUIRED BY COOS. KWIK-CON 11 OR POWERS RAWL TAPPER. (HARDENED STEEL OR S.SJ SHEAR SCREW MOUNTED TO OPENING ONLY. s LL WINDOW SIZES SPECIFIED AS ALLOWABLE IN THE VNDOW SIZE/PRESSURE ABLE'HAVE BEEN COMPARED TO THE TESTED UNIT&ARE RESTRICTED BY THE • SHEAR SCREW ANCHOR NOTE: FRAME MAY BE EITHER DIRECT MOUNTED TO THE OPENING, MOUNTED ONTO A CONTINUOUS SPACER, OR ATLANTA VERALL SIZE(AREA)OF THE TESTED UNIT. ALL COMPONENTS HAVE BEEN ANCHORED TO A MIN. 2X4 NO. 3 SOUTHERN PINE WOOD BUCK. WHEN ANCHORED THROUGH JAMB TO A 2X4 BUCK, NO. 10 SCREWS WI No. EV. NECKED TO SUPPORT THESE LOAD5_AS SPECIFIED IN THE LOAD TABLE. SHALL BE USED. WHEN ANCHORED WITH NAIL FIN INTO 2X4 BUCK. 2" X 11GA. ROOFING NAILS OR NO. 8 SCREWS SHALL BE USED. 1159 LASS TO BE USED WITH THESE WINDOW UNITS SHALL BE AS SPECIFIED IN THESE RAWINGS WITH GLASS TYPE AND THICKNESS BEING DETERMINED BY PELTA A5 WHEN DIRECT MOUNTED OR MOUNTED WITH SPACER, 3/16" CONCRETE SCREWS SHALL BE USED. SEE ANCHOR REQUIREMENTS TABLE' SHEET No. EauIREO TG MEET DESIGN PRESSURES PER ASTM E1300. FOR EMBED REQUIREMENTS. PROPER MATERIAL SHALL BE USED BETWEEN ALL DISSIMILAR MATERIALS (BLOCK/CONCRETE & ALUMINUM). I OF 4 f 1/4 m: accwm m: FRAME WIDTH (F.W.) 1/4" w. ww.s. MIN. 2X4 BUCK & BUCK FRAME FIN FASTENER MAX. SHIM MAX. SHIM (SEE SHEET S FASTENERS BY OTHERS MIN. 2X4 BUCK AND MIN. 2X4 BUCK AND FASTENER BY OTHERS 1 FASTENER BY OTHERS SEALANT 34 1 21 BY OTHERS 1/4" 31 8 ___ MAX. SPACE 4 4 0 30 - 33 28 16 19 1 B FRAME FIN FASTENER 31 3 25 - (SEE SHEET 1) - 1 23 19 7 23o 17 18 16 3 En - w 24 26 o w 1 z(n EXTERIOR 6 23 3= o rn 3 O w b F w o RED TO v FRAME FIN FASTENER 6 9 N= a x o 0 7RT DESIGN (SEE SHEET 1) 6 = o_ MIN. 3/32" = 7 7 < Z a N OF WINDOW 29 17 CX O ANNEALED 0 17 2732 W r v a 'o 15TM E1300 REMOVABLE = 22 J a m 5 3/32" SMARTSASH II HINGE SASH SHOWN SMARTSASH 11 LOCK SASH SHOW I UILDINF PLAHS EWAMn+eH NJ aLED) GLASS PANEL R f�t3l'Z`f� .-w w w oa 3 SECTION B SECTION D _ _ ow a 0.5"MIN. 23 SCALE: 1/2 FULL 2 SCALE: 1/2 FULL r✓OI3f�, �A-ib-�IZIC U� BITE KEEP THIS i�!fiPl ON 106 a_w E INUOUS �a1 SaDNE & 26. JAN 3 r 1003 Z L 5 0z� .BED 16 20 Building&Zoning Inspectluii 0w-Jax.,FL. o 6 26 CORNER CONSTRUCTION: 0 0 _ _ 1 3 x c� S 18 WOOD JAMB:COPED, BUTTED AND SECURED WITH THREE (3) �. norigP ��STAPLES PER CORNER. o a NOTE THAT 3 NO. 6 X 2" SCREWS SHALL BE AA' OR-ttP"Pb -Ot TRtSTAPLES g oul 17 31 GLASS AS REO'D PER AT MULLION CORNERS OR THE CORNER BRACKET SHOWN BELOW SHALL BE USED. 0 Z: W„ � 30 ASTM E1300 (MIN. JAMB CLAD:MITER CUT AND SECURED WITH CORNER KEY AND 2 NO. 10 X 1/2" SCREWS. z w z 3/32" ANNEALED) SASH:MORTISE & TENON JOINT WITH ADHESIVE AND ONE(1) 1 3/4" STAPLE PER CORNER. z �� 7 9 SASH CLAD:LAPPED AND MITERED AT CORNERS. i! w- �>>v 27 1/4" SPACER �o vZ=: I MAX. SHIM 0.500 CONTINUOUS 2'338 0.062 0 "�coi ! EALANT BEHIND � z �v> BUTYL 5/8" MIN. a W N BY OTHERS BACKBED / —{ r 1.000 < i��8z GLASS AS REO'D PER o FRAME FIN FASTENER SECTION A ASTM E1300 (MIN. 3/32" 3 (SEE SHEET 1) SCALE: 1/2 FULL 2 4.000 L a HEAT STRENGTHENED) o SMARTSASH II SINGLE PANE GLASS SHOWN 1/2" MIN. BITE OPTIONAL REMOVABLE 1.000 n n WITH REMOVABLE PANEL. SEE OPTIONAL GLASS PANEL NOT SHOWN. � O wa GLAZING DETAIL FOR SMARTSASH III WITH I.G. REF. SECTION "A". 0.500 SECURE TO JAMBS WITH LL 19 4 NO. 8 X 3/4" SMS w iw GLAZING DETAIL CONTINUOUS AT EA. LEG SILICONE CORNER BRACKET �' 3 FOR OPTIONAL 2 BACKBEDDING MIN. 33 KSI GALV. METAL SMARTSASH III (OPTIONAL AT STANDARD JAMB CORNERS; o--UM—NT—N67. FEv. O.Q. GLASS MANDATORY AT MULLION CORNERS) 1159 VSS SHEET NO. 2 OF 4 I dUWM 8Y: CHEEaEO B(:� rSEC ULLION DETAILS-SHOWN OPERABLE TO :_ «w.� aor: �.n PERABLE. OPERABLE MULLED TO FIXED WINDOW TION IS SIMILAR. 1/2" x 1" CORRUGATED w FASTENER 4" FROM ENDS 1/2" X 1" CORRUGATED 1/2- X 1" CORRUGATED & 10' TO 12" O.C. FASTENER 4" FROM ENOS 12 FASTENER 4" FROM ENDS 11 1 & 10" TO 12" O.C. 1 & 10" TO 12" O.C. I �, 1 m o 0�l Z N 3� Z w', w� F woo 7 ws d v Q:o N 0 � EXTERIOR 7 EXTERIOR T w 0 za 13 77 CONT. SEALANT BEHIND 14 7 EXTERIOR F U a ONT. SEALANT CONT. SEALANT BEHIND � . I SECTION D1 MULL COVER 14 SECTION DMULL COVER SECTION aJg D3 � NJ� SCALE: 1/2 FULL 2 SCALE:®�IjtPI (�j2 SCALE: 1/2 FULL\_2 a� w �a (WITH NO REINFORCEMENT) (WITH WOOD 1�� 6 P l-4cE (WITH ALUMINUM REINFORCEMENT) o zo d N0. 8 X 1.5" SMS. 11E� fiF{l3 p!Ail Ot JOB a.o (1 PER CLIP INTO BUCK w AT 20-30 DEC ANGLE) jATa 3 �QQ3 IF SHIM SPACE EXCEEDS 1/4", A CONTINUOUS Zsj MEMBER MIN. 3 1/2" DEEP MUST BE PLACED i 2x4 BUCK & Bu11�111g�toning Inspecu�n oivdax.,FL- AS A SPACER AND THE FRAME SCREW MUST ENERS BY OTHERS 15 HURRICANE CUP WITHIN 6" OF RUN THROUGH SPACER AND INTO o o CORNERS & SPACED MAX. 8" MIN. 2X4 BUCK & BUCK/FRAMING MEMBER. a ? O.C. Examiner Signature ------FASTENERS BY OTHERS pppq Lice. No.___��----- 8 w W"e i U Za F J� • CONTINUOUS WOOD z �'- MEMBER LESS IN SIZE JAIL FIN 1/4" MIN. w� / THAN A 2X_ BUCK TO ('1/4" �y )PTIONAL BE MIN. 3 1/2" DEEP. MAX.ySHIM win W" NOT REQUIRED WHEN ��LLL m _?E � 1/4" OR LESS SHIM a S 1/2" MAX. SEALANT & z i 8 TO CENTER SEALANT & SPACE EXISTS (USE BACKER ROD < <b m � TERIOR OF SCREW 6Yui COTHERSOD SHIMS ONLY). BY OTHERS to o 3 0 1 _ 1 EXTERIOR _ EXTER{OR 1 16" CONCRETE SCREW REF. ANCHOR N0. 10 SCREWS REF. o SMS SCREWS (2 o N0. 8 X 3/4" PH 3 REQUIREMENTS TABLE ON SHEET I FOR ANCHOR REQUIREMENTS OTHER INSTALLATION REQUIREMENTS PER CLIP) TABLE ON SHEET 1 FOR OTHER INSTALLATION REQUIREMENTS) v za a OPTIONAL CLIP INSTALLATION DIRECT MOUNT DETAIL IN BLOCK OPTIONAL SHEAR SCREW MOUNT DETAIL a HEAD DETAIL SHOWN; OTHER JAMBS SIMILAR HEAD DETAIL SHOWN; OTHER JAMBS SIMILAR SEE SECTIONS FOR DETAIL NOT SHOWN HEAD DETAIL SHOWN; OTHER JAMBS SIMILAR SEE SECTIONS FOR DETAIL NOT SHOWN NG N0. (SIMILAR FOR ALL JAMB TYPES) SEE SECTIONS FOR DETAIL NOT SHOWN ±�� (SIMILAR FOR ALL JAMB TYPES) (SIM4LAR FOR ALLJAMBTYPES) I 1 fi 3.984 2.163 2.163 PO i: a9i❑/o: ITEM # PART # ITEM DESCRIPTION MANUFACTURER/NOTES 1.619 1.625 PARTS w 1 35BG/BH/8K FRAME ' PONDEROSA/SUGAR PINE 2 37AK AJ AN SMARTSASH III SASH ' PONDEROSA/SUGAR PINE FRAME O SMARTSASH III O SMARTSASH II 3 37AC AD AG SMARTSASH II SASH • PONDEROSA/SUGAR PINE 1 B SASH 3 SASH 4 3006/K9/L1 SASH STOP . PONDEROSA/SUGAR PINE 5 338E SILL STOP • PONDEROSA/SUGAR PINE 6 42AS/AR/AU SASH COVER 0.235" ALUMINUM 7 72NC ND NE FRAME COVER 6063-T6 ALUMINUM f 1 920 -y1 0.308 8 42AG DRIP CAP INSTALLATION FIN NYLON 1.920 I 9 42G7 NAIL FIN 0.235" ALUMINUM 10 77UO CORNER LOCK NYLON 698 1.863 11 7353 ALUMINUM MULLION REINFORCEMENT 6063-T5 OR T6 ALUMINUM 0.023 12 - WOOD MULLION REINFORCEMENT SOUTHERN PINE 1.10313 7217 MULLION COVER 6063-T5 ALUMINUM (CONTINUOUS) o w O SASH STOP O SILL STOP 14 7354 MULLION COVER 6063-T5 ALUMINUM (CONTINUOUS) _zw O SASH COVER 15 50710008 HURRICANE CUP 0.05" THK. RB 65 GALV. STEEL 3 z 6 m SEALS & SEALANTS z-uj Uo 16 2AAW WEATHERSTRIP VINYL a 0 Xoo w- a ��1 17 7580 RAINSTRIP VINYL Qx (If 2.554 0.023 HARDWARE OU a a m 1.472 18 1AJA/JC HINGE ASSEMBLY m� �g I 1.903 19 46AO DGP STRIKE 2 PER WIDTH & 2 PER HEIGHT— g Nw 1.703 20 16BF INTEGRATED OPERATOR CRANK ASSEMBLY o N aw a 21 1682/C5, 50A9 2-POINT LOCK ASSEMBLY PELLA r w 055 1.539 �- 0.024 22A 49J7/4923-1 SNUBBER ASSEMBLY STANDARD SERIES REF. OUANTITIES FROM SHEET 1 ¢ p 2Z8 726T/726U SNUBBER ASSEMBLY ADVANCED PERFORMANCE 3 PER WINDOW m w Oj FRAME COVER Og DRIP CAP 09 NAIL FIN DOUBLE GLAZING PANEL ASSEMBLY WITHIN 4" OF CORNERS & 12" TO 18" O.C. o e INSTALLATION FIN 23 00'A PER PELLA SPECIFICATION 24 471-9 HINGE SLIDE - oU m' 25 5087 SASH STRIKE - o wo U $ FASTENERS o w m 26 56061601 6 X I- PH SCREW 3 AT TOP HINGE/4 AT LOWER HINGE/3 AT EA. SHOE g w $ 1.500 3.983 27 56061100 #6 X 11/16" PH SCREW STANDARD SERIES) 2 PER SNUBBER INTO SASH 0.375 4.100 28 53061201 #6 X 3/4" FH SCREW STANDARD SERIES 1 PER SNUBBER INTO FRAME D z 0.125 0.375 29 53081611 #8 X 1" FH SCREW 2 PER LOCK ASSEMBLY ma wF o 500 0.749 30 55101201 10 X .770 FH 1 PER HINGE ASSEMBLY i�> a -� 31 60002202 .080" X 1 3/8" RINGSHANK NAIL 3"FROM CORNERS&MAX. 6"O.C. <Ad win i o 2 1 32 53082407 8 X 1 1/2" PH SCREW ADVANCED PERFORM.) 2 PER SNUBBER INTO SASH Uuo ALUMINUM O WOOD MULLION 33 56061100 6 X 11/16- PH SCREW ADVANCED PERFORM. t PER SNUBBER INTO FRAME o � 0.681 11 MULLION 12 REINFORCEMENT 34 56061100 6 X 11/16" PH SCREW 3 PER HINGE SLIDE 0) CORNERLOCK REINFORCEMENT • WOOD USED WITH TEST UNITS WAS SELECT WESTERN PINE. 111L2fE WAY L �x,,,��rF��tih TO g 3 BE APPLICABLE WITH THESE WINDOWS IS MIN. GRADE 2 MAHOGAAEWW' P eblt, CHERRY, MAPLE, DOUGLAS FIR & CYPRUS. CODB COMPLIANCE a 1 KEEP THIS FLAN ON JOB a "+ wi�3 aA ooa7 0.328 a.tzs" 0047 u� JAN 3 l 2003 O O O Ob.320— -T O 1 0.361 0.736 Building&Zoning Inspeutuu uIv.lax.,FL. — O 1.875" O O o O O o 0 0 o Examiner SignatureMULLION COVER MULLION COVER O o` -- —_ License No. WING N REV. 15 HURRICANE CLIP SHEET No. 4 OF 4 2 U W w -� p 13 V C7 >t�OV� T <30oe¢Z CQ pMwN al: � N0. 10 FRAME SCREWS a¢ _w in: Ti.w. ..as. IN ADDITION TO FIN no*: are 95 1/4" MAX. FRAME WIDTH (F.W.) FASTENERS WITHIN 6" OF 48 3/4" MAX. :-�+ to/m/w FRAME WIDTH (F W.) IRPD SA3R R CORNERS & SPACED ® a { :FRAME WINDOW { A B 12" D.C. MAX. ALONG B ±0 SEE DRAWING NO. HEAD (REQUIRED ONLY 3 a 1141, OR 1160 WITH DOORS TALLER a UNDER SEPARATE 904-448-111!' I_ THAN 82") { I, APPROVAL FOR a OOR NAIL FIN MAY f SEE "CORNER { 4 { 6" BE REMOVED WHEN CONSTRUCTION" / { DIRECT MOUNTED TO ( REQUIREMENTS { v 51SIMILAR { I. { THE OPENING. SEE t ON SHEET 2.NGI DIRECT MOUNT DETAILS OCALA X O { ON SHEET 4 FOR ( Q { W r FRAME ANCHORS i OTHER INSTALLATION LL THROUGH JAMB INTO C v D o E REQUIREMENTS. r E { SUBSTRATE OR { '4 25 4 FRAME ANCHOR 4 FRAME ANCHOR < (2 EACH S CLIP { THROUGH ALUMINUM THROUGH ALUMINUM MULL(2 EACH SIDE E 1 I. LOCKING SIU, Wro { FIN NAILS OR SCREWS f &INTO { x { END of TYPICAL MULLKWH { z HARDWARE SUBSTRATE AT suesrRaTE AT a I LOCA OHS SHOWN AT S TO 7" D.C. { LOCATIONS SHOWN I 0 1 F (REF. 'ANCHOR AROUND FRAME. SEE (REF. 'ANCHOR wr`N O } REQUIREMENTS { ANCHOR REQUIREMENTS �' REOUIREMEMS // { +n �00 I TABLE"ON THIS TABtE'ON THUS/ a vi I /// SHEET.) TABLE ON THIS SHEET SHEET.) +^ 1 i DS zaw G / { FOR OTHER FASTENER 25 L) ORLANDO 407-898-3881 /1, REQUIREMENTS. �g I .-111 fL--f� �' 3 o W MAX. MAX.—'� �--6 TYMAX. 6"TYP.X I I I 6"TYP x 18" MAX. 4 W a a`O 3 3-3. 18" 18" 18" MAX. SEE "CORNER CONSTRUCTION" TYP, IYP. EXTERIOR ELEVATION 48 3/4" MAX. F.W. N REQUIREMENTS ON SHEET 2.liG ; ISINGLE FIXED PATIO 000R EXTERIOR ELEVATION o W EXTERIOR ELEVATION SLIDING PATIO DOOR SINGLE "0" UNIT WITH z W SCALE: 1/2"=1'-0" 0 C SCALE: 1/2"=1'-O" TRANSOM S 70: TAMPA (ALLOWABLE CONFIGURATIONS ARE XO & OX.) 3 D_ 813-229-0003 ALLOWABLE DESIGN PRESSURE TABLE (CONFIGDowNTOWNURATION 0 WITH 0 WIT-0" a H TRANSOM) „ INDIVIDUAL FRAMED UNITS Q ALLOWABLE PRESSURE ON THIS UNIT z NAIL FIN MOUNT CONDITION IS SHOWN IN SIZE CONFIGURATION ALLOWABLE SHALL BE AS CONTROLLED BY THE CC "^ THESE ELEVATIONS. FOR OTHER MOUNTING PRESSURE FIXED DOOR (MULLION DOES NOT z WQ�^ POSITIVE NEGATIVE CONTROL ALLOWABLE PRESSURE ON � z D_ OPTIONS (SHEAR SCREW, DIRECT & CUP 0 Nd.. NGIMOUNT), SEE SHEET 4. SEE ELEVATION. XO &OX 50.0 PSF 50.0 PSF THIS UNIT.) 6' SEE ELEVATION, 0 50,0 PSF 50.0 PSF NOTE: WITH VERTICAL STACKING, MANUFACTURER MUST w J gg� TAMPA INSURE THAT THE DEAD WEIGHT OF THE WINDOWS wN BaY DOES NOT CAUSE ANY WINDOW FAILURE OR DEFORMATION. en DOOR SYSTEMS HAVE BEEN TESTED,ANALYZED&APPROVED FOR DESIGN s URES NOT TO EXCEED THOSE SHAWN IN THE'ALLOWABLE DESIGN LOADS' N z 3 y U ' FRAME ANCHOR REQUIREMENTS TABLE i $� NG,OPENINGS,&BUCKING FASTENERS MUST BE PROPERLY INSTALLED TO �j�j}Hj;},j�p-i:3pLnAia E1iHPAHr1EP, i FER LOADS TO THE STRUCTURE, FIN SCREWS V++�i` FUS < i g AROWARE&FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS& u 3 OT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. OPENING TYPE JAMB TO OPENING MINIMUM MINIMUM MAXIMUM MAX. DIST. 1:'iOrAq Cf31A LIf:,NCE DOOR SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH&MEET THE (SUBSTRATE) FASTENER TYPE EMBED EDGE DIST, SPACING FROM CORNER REEF' fNl`a' GLAtd ON 10[3 REMEMS OF THE FLORIDA BUILDING CODE(F.B.C.) 2X_WOOD FRAME OR BUCK 2" X IIGA. ROOFING NAILS 1 7/8" 1/2" 5"TO 7"O.0 j 2" 1. DOORS HAVE BEEN TESTED IN ACCORDANCE WITH AAMA/NWWDA 101/1.5. �I VOLUNTARY SPECIFICATIONS FOR ALUMINUM,VINYL(PVC)AND W000 2X_ WOOD FRAME OR BUCK NO. 8 SMS SCREW 1 1/8" 1/2" 5"TO 7 O.0 2" 1h ryry ++�1 9 z WS AND GLASS DOORS." REFERENCE TEST REPORT NO'S. 382-0102.1, JfirJ J j C(IFIJ -"r Y -4102.2,382-0102.4&382-0102.5 BY STORK TWIN CITY TESTING CORP., # SHEAR SCREWS 33 PLACABLE TO THESE DRAWINGS. 2X_ WOOD FRAME OR BUCKI NO. 10 SMS SCREW I 1 1/1 3 4" SEE DETAILS 6" Ulldl QO IDd k1spouUiI' V-IaX.,FL. 4 mz COMPLETED INCLUDE AIR INFILTRATION PER ASTM E2B3,WATER RESISTANCE ' TM E547&E331,UNIFORM LOAD STRUCTURAL PER ASTM E330&FORCED CMU/CONCRETE 3 i6" CONCRETE SCREWS 1 1/1 2" SEE DETAILS 6" W 3W PER ASTM Fe42. ("CONCRETE SCREWS SHALL BE ITW RAMSET/RED HEAD OR ELCO TAPCONS, HILTI ExaminerSignature GC zw� DOOR SYSTEMS ARE NON-IMPACT RATED&MUST BE SHUTTERED WHERE KWIK-CON II OR POWERS RAWL TAPPER. (HARDENED STEEL OR S.S.) License N.V,ED BY DOR SIZESOE.SPECIFIED AS ALLOWABLE HAVE BEEN COMPARED 10 THE TESTED *SHEAR SCREW ANCHOR NOTE: FRAME MAY BE EITHER DIRECT MOUNTED TO THE OPENING, MOUNTED ONTO A CONTINUOUS SPACER, OR 3 &ARE RESTRICTED BY THE OVERALL SIZE(AREA)OF THE TESTED UNITS. ANCHORED TO A MIN. 2X4 NO, 3 SOUTHERN PINE WOOD BUCK. WHEN ANCHORED THROUGH JAMB TO A 2X4 BUCK, NO. 10 SCREWS RAWa NO, REV. OMPONENTS HAVE BEEN CHECKED,INCLUDING GLASS.TO ASTM E1300,TO SHALL BE USED. WHEN ANCHORED WITH NAIL FIN INTO 2X4 BUCK, 2" X I IGA. ROOFING NAILS OR NO. 8 SCREWS SHALL BE USED. NGIRT THESE LOADS AS SPECIFIED IN THE LOAD TABLE. 67 TO BE USED WITH THESE DOOR UNITS SHALL BE AS SPECIFIED IN THESE WHEN DIRECT MOUNTED OR MOUNTED WITH SPACER, 3/16" CONCRETE SCREWS SHALL BE USED. SEE "ANCHOR REQUIREMENTS TABLE" SHEET NO, cs. FOR EMBED REQUIREMENTS. PROPER MATERIAL SHALL BE USED BETWEEN ALL DISSIMILAR MATERIALS (BLOCK/CONCRETE & ALUMINUM). of 6 I CORNER CONSTRUCTION; �ij.w. "`wwsg A B B WOOD JAMBHEAD: COPED, BUTTED AND SECURED WITH CORNER KEY WITH TWO (2) NO. 10 X 5/8" 3 3 31 3 SCREWS AT CLAD & TWO (2) 7/16" X 2 1/2" STAPLES PER CORNER. NOTE THAT 3 NO. 6 X 2" SCREWS SHALL BE ADDED TO OR IN PLACE OF THE STAPLES AT MULLION CORNERS OR THE CORNER BRACKET SHOWN BELOW SHALL BE USED. FRAME ANCHORS I SILL: COPED, BUTTED AND SECURED WITH TWO (2) N0. 6 X 2" TYPE AB FH SCREWS THROUGH JAMB INTO SCREWS, ONE (1) 7/16" X 2 1/2" GS STAPLE THROUGH INNER SILL & BUTYL CAULK. SUBSTRATE OR 'I HURRICANE CLIP JAMB CLAD:MITER CUT AND SECURED WITH CORNER KEY AND 2 NO. 10 X 5/8" SCREWS. (2 EACH TYPICAL EACH SIDE OF 1 PANEL:MORTISE & TENON JOINT WITH ADHESIVE AND TEN (10) NO. 12 X 4" FH WOODMULL) _ F1 END OF MULLION. SCREWS. o I` ! PANEL CLAD:LAPPED AND MITERED AT CORNERS. -� 2.338 -I �- 0.500 X 5 a ALLOWABLE LOADS ON F -1.000 p 0 3 E MULLED UNITS SHALL 4.000 I ( 4 + 5 4 BE THE LESSER OF SECURE TO JAMBS WITH i.000 0.500 zs THE ALLOWABLE LOADS 4 NO. 8 X 3/4" SMS r MAX. LOAD WIDTH ON THE INDIVIDUAL AT EA. LEG LOCKING = (A+B)/2 CORNER BRACKET 1 HARDWARE (SEE LOAD TABLE -1 // UNITS PER SHEET ) OR MIN. 33 KSI GALV• METAL z // ON THIS SHEET.) / 1 THE MULLION LOADS (OPTIONAL AT STANDARD JAMB CORNERS; who / / ) ON SHEET S. MANDATORY AT MULLION CORNERS) o Ofoo — — _ 95 1/4"MAX. FRAME WIDTH (F.W.) W KMl I -.– <¢-0 z o FIXED SASH OR FRAME WINDOW 1 :3 EXTERIOR ELEVATION: SLIDING PATIO DOOR WITH SIDELIGHT w� / (SEE DRAWING N0. 1141 oR F oW =o 1160 UNDER SEPARATE /7 C3 w a SCALE: 112'-l'-O" a I^ a ONFIGURATION "XOO" SHOWN; "0" UNIT MAY BE PLACED ON EITHER OR BOTH SIDES OF "XO" UNIT.) a SIMILAR APPROVAL FOR DETAILS) — - TRANSOM A a �PLE UNIT NOTES• FOR a 4 NO. 10 SCREWS SECURING I y ALL DOORS ARE RESTRICTED BY THE DIMENSIONS SHOWN. FOR DETAILS NOT SHOWN, Im I Fi 2 JAMB TO JAMB AT MEETING I p H-� THE MAXIMUM ALLOWABLE PRESSURE FOR A COMBINED UNIT IS RESTRICTED x a S S $ BY THE SAME ALLOWABLE PRESSURE FOR THE SINGLE UNITS. G STILE END SPACED 3" APART a u SEE ELEVATIONS ON SHEET 1. FOR MULLED COMBINATIONS OR SITUATIONS OUTSIDE OF THAT SHOWN 3 m ABOVE,MULLIONS CERTIFIED BY A REGISTERED ENGINEER SHALL BE USED. +w gjU� A" 3 A A.. B TY 3'3' A SUILDINS PL B MINER AME ANCHORS 3 3 3 3 / REVIE O ,Ra JAMB INTO j 3 _ " z CODE CO LIA_1WSWATE OR o w w ' v I T{(tTCANE CUP(2 1 a w z w o$ j KEEP THIS P ONN SIDE OF"MULL) 777 // LOCKING // I - rwca EACH END ) C3/ HARDWARE / " JAN 3 7 OF MULLION. I, FRAME ANCHORS THROUGH JAMB 25 { = I, V/ 003 O I Fw N INTO SUBSTRATE OR HURRICANE I /� J'.a IT I• BBildin & h: 77 CLIP(2 EACH SIDE OF MULL) I � ¢ g d -••- — — DOOR rn�� TYPICAL EACH END OF MULLION. FI C D E HEIGHT =z 5 O /� 2 1 /� O '� 4 4 �a- eI'n_ _ _._.-----_.. 4 i i Tn U I. 5 i. ----- 1 na D ( 3 D E LOCKING o 4 5 4 4 u HARDWARE u 3 I. 1 MAX (A B)/LOAo P WIDTH ADDITIONAL FRAME a I– �J z cps �n (- -(SEE LOAD TABLE I ANCHOR EACH SIDE ON THIS SHEET.) OF MULLION /� EXTERIOR ELEVATION: "XO" UNIT WITH TRANSOM a �a SCALE: 1/2"=I'-O" —? NOTE: ONLY SINGLE FRAMED UNITS MAY BE PLACED BELOW TRANSOM. s SEE EIEVAT10NS EXTERIOR ELEVATION: MULTIPLE SLIDING PATIO DOORS ON SHEET 1 FOR NOTE: WITH VERTICAL STACKING, MANUFACTURER MUST w No. REV. SILL ANCHOR INSURE THAT THE DEAD WEIGHT OF THE WINDOWS 1)67 ' SCALE: 1/2"=1'-0" REQUIREMENTS. 1 DOES NOT CAUSE ANY WINDOW FAILURE OR DEFORMATION. SHEET No. I ("OXXO" SHOWN; OTHER CONFIGURATIONS ALSO APPLICABLE) 2 OF 6 I I FRAME FIN FASTENER FRAME FIN FASTENERN E°w.s. re.w. (SEE SHEET 1) MIN. 2X4 BUCK & BUCK (SEE SHEET 1) MIN. 2X4 BUCK & BUCK ator: aro FASTENERS BY OTHERS n FASTENERS BY OTHERS oa/oz SEALANT II HEAD SCREW PER ELEVATIONS (MAY BE PLACED SEALANT II HEAD SCREW PER BY OTHERS __I AT THIN OR THICK SECTION OF JAMB) BY OTHERS I ELEVATIONS 48 1/4" 16 _= 46 1/4.. `MAX. SPACE 16 MAX. SPACE 27 43 zIT0 XTERIOR U U U 35 5 1 11 35 1 o 34 36 24 EXTERIOR 2 2 42 �\ 42 w on o \ 6 \ woo SPACER ®UILbjWo,LAN,Bi AMINER 14 0o G_ I JOUS ? 1D Z a� S`VIP)4IEFUS. 6 z � < � E & _ CODE COM LIAINCF I 0 5Ng< DOING 0.5' MIN. 5/8" MIN. KEEP THIS PLA ON 103 v (n w oa n BITEGLASS AS REO'D PER = JAN 3 1 2003 w= a w a R 1 ASTM E1300 (MIN. _ _ T ti J� 1/8" TEMPERED) Building&Zoning lns;,za, ,l .u-i3A.,F 6 u zF F 0 < zF j FRAME ANCHOR (REF. Examiner SignatureaM. r` o= 0 / 6 ELEVATIONS.) License No. __ / o u U 42 FOAM TAPE N 42 �v z ° 13 CONT. UNDER U W n n THRESHOLD w 3 . ' D oa 24 FRAME ANCHOR (REF. M wc� „ 38 ELEVATIONS.) 46 3 w Joo 37 w�wa 9 Q rn rc i �czi 0 33 7 rn 10 ;Ad 8 32 7 3 3 c 28 t7 10 �n z � 47 1/4° 1/4" ' <� MAX. SHIM MAX. SHIM w zw i MIN. 2X6 BUCK & BUCK MIN. 2X6 BUCK & BUCK s SECTION A FASTENER BY OTHERS SECTION lg\ FASTENER BY OTHERS SCALE: 1/2 FULL 3 SCALE: 1/2 FULL 3 "A`"'"c" v llfi7 SHEET NO. 3 aF 6 eeAWl1 M: CWEwWEO BY:� u.W. .Ws. 1/4" FRAME WIDTH (F.W.) MAX. S MAX.1/4 SHIM SHIM 1 39 1 MIN. 2X4 BUCK AND MIN. 2X4 BUCK AND FASTENER BY OTHERS 30 2 6 2 46 FASTENER BY OTHERS 45 40 8 4 4 6 44 6 24 2 35 24 FRAME FIN FASTENER 42 (SEE SHEET 1) s —= 8 2 6 6 BUILDING PLANS EXAMINER c 2 1/2" 14 14 35 REVIEWED FOR g THROUGH II 29 II CODE COMPLIA_14CE FRIKE INTO II KEEP THIS PLAN ON JOB 3 PER STRIKE) ° G 41 JAN 3 1200 z 31 Building&Zuning Insp,:Awil Div-Jax.,FL. o o W o o 9 16 25 14 14 35 40 16 --- ----- O CL nN EXTERIOR 35 EXTERIOR 12 E>:aenminer Sienat-e z 0 g 12 Licse Wo. U 9N FASTENER SECTION SECTION SECTION25 EET 1) :3 �waO SCALE: 1/2 FULL 4 SCALE: 1/2 FULL 4 SCALE: 1/2 FULL 4 s -a IF SHIM SPACE EXCEEDS 1/4", A CONTINUOUS 8R a MEMBER MIN. 3 1/2" DEEP MUST BE PLACED a w N0. 8 X 1.5" SMS. (i 23 HURRICANE CLIP WITHIN 6" OF AS A SPACER AND THE FRAME SCREW MUST In w PER CLIP INTO BUCK AT RUN THROUGH SPACER AND INTO 20-30 DEG ANGLE) CORNERS & SPACED MAX. 6" BUCK/FRAMING MEMBER. z w Y O.C. (CONCENTRATE 6 CLIPS OPTIONAL ANCHOR LOCATION o i 4 BUCK & AT MULLION ENDS & MEETING OPTIONAL ANCHOR LOCATION o RS BY OTHERS STILE END LOCATIONS SPACED 3v 2" TO 3" APART.) MIN. 2X4 BUCK & z T FASTENERS BY OTHERS U W as^ II CONTINUOUS WOOD MEMBER LESS IN SIZE I I z FIN 1/4" MIN. THAN A 2X- BUCK TO 1/4" wci ? )NAL BE MIN. 3 1/2" DEEP. IMAX. SHIM rcp oo� NOT REQUIRED WHEN 1/4" OR LESS SHIM az SPACE EXISTS (USE SEALANT & SEALANT & BACKER ROD In SHIMS ONLY). BACKER ROD 8Y OTHERS �3ai g�w 1/2" MAX. BY OTHERS TO CENTER OF SCREW EXTERIOR 1 EXTERIOR 1 3 - NO. 8 X 3/4" PH i 3/16" CONCRETE SCREW WITHIN 6" OF N0. 10 SCREWS WITHIN 6" OF SMS SCREWS 2 CORNERS & MAX. 12" O.C. (LOCATE 4 Z ( CORNERS & MAX. 12" O.C. PER CLIP) SCREWS AT MEETING STILE ENDS SPACED 3" (LOCATE 4 SCREWS AT MEETING APART.) (REF. ANCHOR REQUIREMENTS TABLE STILE ENDS SPACED 3" APART.) p OPTIONAL CLIP INSTALLATION ON SHEET 1 FOR OTHER INSTALLATION (REF. ANCHOR REQUIREMENTS U HEAD DETAIL SHOWN; OTHER JAMBS SIMILAR REQUIREMENTS) TABLE ON SHEET 1 FOR OTHER za SEE SECTIONS FOR DETAIL NOT SHOWN DIRECT MOUNT DETAIL IN BLOCKINSTALLATION REQUIREMENTS) (SIMILAR FOR ALL JAMB TYPES) HEAD DETAIL SHOWN; OTHER JAMBS SIMILAR ; SEE SECTIONS FOR DETAIL NOT SHOWN OPTIONAL SHEAR SCREW MOUNT DETAIL (SIMILAR FOR ALL JAMB TYPES) HEAD DETAIL SHOWN; OTHER JAMBS SIMILAR IWING NI0. REV. T SEE SECTIONS FOR DETAIL NOT SHOWN SHEET N0. (SIMILAR FOR ALL JAMB TYPES) 4 - 6 rION DETAILS SHOW N AS OPERABLE TO FIXED. OPERABLE TO O "" "•' f ERABLE & FIXED TO FIXED ARE SIMILAR. z " CORRUGATED 1/2" X I" CORRUGATED 1/2" X 1" CORRUGATED FASTENER 4" FROM ENDS a FASTENER 4" FROM ENDS FASTENER 4" FROM ENDS & 10" TO 12" O.C. 1 & 10" TO 12" O.C. 1 1 & 10" TO 12" O.C. 1 1 19 20 a rc z OPERABLE OPERABLE OPERABLE FIXED FIXED FIXED z O wrno 2 u}0'o Of �No 12 12 Oo 0 1- Of ZaN z O Q I O Q N J d 12 EXTERIOR 22 12 CONT. SEALANT 22 12 vJi w oa D SEALANT 21 12 CONT. SEALANT BEHIND MULL I- 0- MULL BEHIND MULL SECTION F2 COVER SECTION F3 a W SECTION Fi COVER SCALE: 1/2 FULL 5 SCALE: 1/2 FULL 5 :m SCALE: 1/2 FULL 5 En (WITH WOOD REINFORCEMENT) (WITH ALUM REINFORCEMENT) O� (WITH NO REINFORCEMENT) zo co BUIL-bIwd I'LAW6 ekAM'HER 3 REV-DEWED FOR MULLION LOAD TABLE (TRANSOM MULLIONS ONLY) MULLION LOAD TABLE (VERTICAL MULLIONS ONLY) CODE COJVLPLIA1%TCE z LOAD ALLOWABLE PRESSURES (PSF) MULLION Law ALLOWABLE PRESSURES (PSF) MULLION LOAD ALLOWABLE.PRESSURES (PSF) KEEP THIS PLAPI ON J03 w not WIDTH LENGTH WIDTH LENGTH WIDTH Q (IN.) MULLION"F1' MULLION"F2' MULLION 'F3' (IN.) (IN.) MULLION Yl' MULLION"F2" MULLION -F3- (IN.) (IN.) MULLION 'F1' MULLION-F2* MUUION"F3' Z oa 5-n 66 so.o 5005p.o 24 so.o 50.0 --56-0 3p so.o sO.o so.p JAN 3 1 2003 w�"`{4 60 50.0 50.0 50.0 30 46.1 50.0 50.o 35 45.2 50.0 50.0 � m Z z 8� 66 48.3 50.0 50.0 36 38.4 45.8 50.0 82 42 38.7 50.0 50.0 Building&w.••.�bl,��- �.•-Jax.,L_. 1w1��J gg 48 50.0 50.0 50.0 B2 42 32.9 39.3 50.0 48 33.9 44.2 50.0 1+1N 54 47.8 50.0 50.0 48 28.8 34.4 50.0 24 49.5 50.0 50.0 - Z c 60 43.0 50.0 50.0 54 25.6 30.5 48.6 30 39.6 50.0 50.0 66 39.1 46.7 50.0 60 - 27.5 43.7 96 36 33.0 43.0 50.0 Examiner Si¢nature y u1 42 50.0 50.0 50.0 6fi - 25.0 39.7 42 28.3 J6.8 46.7 License No. __,.�._�..... o 0 48 44.4 50.0 50.0 24 50.0 50.0 50.0 48 24.7 }2.2 4a 9 z m 3 m 54 39.5 47.1 1 50.0 1 30 4J.7 50.0 50.0 o g _ o3 60 35.5 42.4 50.0 36 36.4 43.7 50.0 66 32.3 38.6 50.0 42 31.2 37.4 50.0 30 Sao 50.0 50.0 84 48 27.3 32.7 50.0 I 36 49.8 50.0 5o.0 54 24.3 29.1 46.1 a 42 42.7 50.0 SOA 60 - 26.2 41.5 r'9 48 37.3 44.6 50.0 66 - - 37,7 p� W� 54 33.2 39.6 506 24 J6 48.8 50.0 N 60 29.9 35.7 50.0 30 29.3 39.0 50.0 66 27,2 32.4 50.0 36 24.4 32.5 46.3 _ 50.0 50.0 50.0 96 42 - 27.9 39.7 42.4 50.0 SO.O 48 - 24.4 34.7 w Wa: 36.4 4}.4 50.0 54 - - 30.9 ,Q J1.8 38.0 50.0 60 - - 27.8 154.1 28.3 33.8 50.0 6625.3 25.4 J0.4 48.3 27.6 -43.9 W 0. 1167 SHEET NO. 5 OF 6 I ' r tl I BILL OF MATERIALS �� 2-375�� ITEM+ PARS + / wn B1': cH[cAm en� Y.�.w. s. --5,062- ITEM DESCRIPTION MANUFACTURER NOTES T. a PARTS L�.J 0.599 1320U 32000 HEAD LOCK JAMB PONDEROSA/SUGAR PINE 4.588 2 382U/382P STILE TOP RAIL 'PONDEROSA/SUGAR PINE o 1.000 3 383E BOTTOM RAIL 'PONDEROSA/SUGAR PINE £� JAMB 8.339 O JAMB STOP T 4 31OF JAMB STOP PONDEROSA SUGAR PINE 5 3/2 READ STOP 'PONDEROSA SUGAR PINE 6 2804 28000 RAIL STILE GLASS STOP •PON DEROSA SUGAR PAVE + 7 331Z INNER SILL •PONOERO SUGAR PINE c d. 2.375-^i IIE� 8 331T LOCK HOUSING •PONDEROSA SUGAR PINE _ [H�EAQ 7 1.775 9 3314 THRESHOLD OAK WOOD 0.688 7777 10 725K VENT FIXED UNIT SILL 6063-T5 ALUMINUM(CONTINUOUSTILE/TOP RAIL BOTTOM RAIL I I 725M HEAD COVER 6063-T5 ALUMINUN CONTINUOUS) STP 12 725H FIXED JAMB LOCK AMU COVER 6063-T5 ALUMINUM CONTINUOUS q 13 7258 BOTTOM RAIL COVER 3003-1-114 OR 3105-H24 ALUMINUM �--1.984 1.829 2 375 14 7247 724% SRLE OP RAIL COVER 3003-H14 OR 3105-H24 ALUMINUM 0.851 (� I 15 725H LOCK HOUSING COVER 3003-H14 OR 3105-H24 ALUMRIUM z I6 42G7 INSTALLATION FIN 0.0235"ALUMINUM 563 17 770P LOWER FRAME CORNERLOCK NYLON 18 770N UPPER FRAME CORNERLOCN NYLON 1.000 1.060- 19 - WOOD MULLION REINFORCEMENT SOUTHERN PINE O INNER SILL 1.084 20 7353 ALUMINUM MULLION REINFORCEMENT 6063-T5 OR T6 ALUMINUM RAIL & STILE ® LOCK HOUSING (Q) THRESHOLD 21 7217 MULLION COVER 6063-T5 ALUMINUM(CON nnuoUS z 22 7354 MULLION COVER 6063-TS ALUMINUM CONTINUOUS Lm o GLASS STOP 23 5071OW8 HURRICANE CUP 0.05'THK.R8 65 GALV.STEEL C) < �N C) 3.112 r ++ SEALS k SEALANTS C3 +-� 4.250 13'112 24 7618 WEATHERSTRIP,HEAD.SILL.LOCK JAMB k Ir GEON 87180/ALCRIN 78/ROSCOM 605-85 U THRES �I!1 8.500 SHRESHOLp p 0 Z.2" 1.563 25 7507 LOCK STILE WEATHERSTRIP PVC N U aa 1.")63 �- HARDWARE J 0.062 0.543 26 16A1 2 PT.LOCK ASSEMBLY 1 PER ASSEMBLY 0.045 0.045 27 7867 PANEL GUIDE 2'LONG 1 O 2"FROM OPER.PANEL TOP CORNERS d W W Oa 0.125 28 725T PANEL RETAINER 12'LONG 1 PER SILL 2 W C' 1.2so 12 FIXED JAMBAOCK 13 BOTTOM RAIL 29 7z4u PENT PANEL INTERLOCKER CUP we WNnNuous z n VENT/FIXED UNIT }1 HEAD COVER O 298 725J FIXED PANEL INTERLOCKER CLIP PVC CONTINUOUS o rU SILL JAMB COVER COVER 30 7500 nxEO PANEL INTERLOCKER PVC CONTINUOUS Z 31 725F VENT STILE INTERLOCKER COVER PVC(CONTINUOUS) OO= 1.031 32 19170004 ROLLER A55EM.LY OVERLAND PRODUCTS U 0.525 33 7008 BOTTOM RAIL CLADDING CLIP S.S. 3 PER BOTTOM RAL 3 4.750 34 M55720W 1 4'-20 KNURLED INSERT FOR UNITS>6'-10', I PER PANEL p D 35 761M LLADD6VG CUP CONTINUOS PVC g 0.314TI�� FASTENERS U U o 0.543 }5 LOCK HOUSING 0'216 36 MS572Dtfi 14"-20 X I'LARGE HEAD MACH, SCREW FOR UNITS>6'-10 1 PER PANEL 0.062 16 INSTALLATION FIN 0.858 37 53061207 6 X 3/4-FH SCREW 1 PER BOTTOM RAIL A CIAOOING CUP z W SS COVER 38 56081201 8 X 3/4-PH SCREW 5 PER THRESHOLD W 14 TOP RAIVSTILE 17 SOWER FRAMEFRAME 39 56082406 6 x 1 1 2'PH SCREW ]PFR Fl%ED PANEL INTERLOCKER CLP Za COVER CORNERLOCK 40 53082400 8 X 1 12-FH SCREW 3 PER VENT PANEL INTERLOCKER CLIP z �� 41 57082402 18 X 1 12"TRUSS HEAD SCREW 1 FOR VENT INTERLOCKER W Z 3.983 42 600002410 1 12"BRAD 7 PER STILE h 3 PER RAIL W J mw n s, 5.25" 0,375 43 61080801 2'x 1 z'STAPLE 2 PER GUIDE u- 0125" 0.047 44 60002403 1 12"ST NAIL 2'FROM BOT,k B"O.C. X C)84 n 0.375 . Tup 7 4s 61042000 I 1/4"STAPLE 1 5/8'FROM END h 6'D.G. N V o;m 0.749 0 328 f 46 53084001 8%2 12'FH DECK SCREW O PANEL MIDPOINT 8 B'O.C. VI V a 47 56081204 B%3 4'PH SCREW 4 PER PANEL RETAINER yy T 0.361 48 60042202 1 3/8-X.015 DIA ANNUlAR NAIL i LEPER FRAME O WOOD MULLION 20 ALUMINUM MULLION + WOOD USED WITH TEST UNITS WAS SELECT WESTERN ggra 000 3 bRNERLOCK 19 REINFORCEMENT REINFORCEMENT 21 MULLION COVER SPECIES TO BE APPLICABLE WITH THESE WINDOWS I� I �c� �� SOUTHERN PINE, OAK, CHERRY, MAPLE, DOUGLAS FI t� 1 PLAN 6N 103 a 0.328 z n wn 8.125" 2.125 o av 2.547 JAN 3 1 2003 0.047 Z0LL o _�.;,,;� n:.,. •,,, ., . 1ax.,FL. w 0 o O . . g 0.736 1. 00 O O o O O 1.875 �a QO 23 �� 30 0.483(LLOCOVERO O O OLicense NrIoS- HURRICANE CLIP FIXED PANE3VENT PANE 0 WING REv. INTERLOCKER INTERLOCKER 1167 COVER SHEEP NO. 6 OF 6 U W w -� pm V o C-li 1—O OQ 00 W-jNN r Z aruwH M: MCxED B 36" MAX. 36" MAX. 71 1/4" MAX. Q p SEE "CORNER FRAME WIDTH (F.W.)} 4 N . 8 SCREWS OR 3/16" PL -2, 7.jww FRAME WIDTH (F.W.) FRAME WIDTH (F.W.) CON RETE SCREWS THROUGH FIN NAILS OR SCREWS CONSTRUCTION" B AT 5" TO 7" O.C. F REQUIREMENTS B A ST�144E & JAMB INTO SUBSTRATE 3 AROUND FRAME. SEE 4 SIMILAR ON SHEET 2. 3 3 F� 1 1/4" ANCHOR REQUIREMENTS — . — — — — — TABLE ON THIS SHEET 1 FIN NAILS OR SCREWS AT 5" TO 7" I.NGIFOR OTHER FASTENER % ` 1 O.C. AROUND FRAME. SEE ANCHOR 27 \\ REQUIREMENTS. �: \\ I /�24 / \ /� rI REQUIREMENTS TABLE ON THIS SHEET OCALA STRIKE FOR OTHER FASTENER REQUIREMENTS.3s2-622-5039 . \STRIKEPLATE30 1 HINGE _ _ / \ HINGE1 HINGEoz LZ \HINGE SCREW THROUGH JAMB � 32 31 \ SCREW THROUGH JAMB INTO BUCK MIN 1 1/4" INTO BUCK MIN 1 1/4"IFAUSH BOATEL ACTIVE PANEL31 ® EACH HINGE LOCATION c� I I LOCK HARDWARE ® EACH HINGE LOCATIONACTIVE PANEL (USE 3/16" OR 1/4" = x / (USE 3/16" OR 1/4"LOCK HARDWARE CONCRETE SCREWS w w INACTIVE ACTIVECONCRETE SCREWS NGIWHEN DIRECT \ WHEN DIRECT ORLANDO CIDIMOUNTED TO BLOCK). I' OPPOSITEI. DMOUNTED TO BLOCK). 407-898-3881 x 4 v X D 4 z < 4 I v 4 v � I I 4 \ 4 DOOR NAIL FIN MAY OC w°c \ / .�BE REMOVED WHEN ca 0 �a 33 / DOOR NAIL FIN MAY I' 33 DIRECT MOUNTED d91L01Na PLANS B fAMwEH c5 w a.. / BE REMOVED WHEN \ / HANDLE HANDLE THE OPENING. SEE / DIRECT MOUNTED TO \ / DIRECT MOUNT D >VIEVt7HT3 Ft?it 3� o :2 � NGI \ THE OPENING. SEE / / \\ I I �' \ / /� ON SHEET 5 FO CC�P✓IFLYFii'?CF �� g I 28 DIRECT MOUNT DETAILS G �� \ / OTHER INSTALLAT16PEP T HIS PLAN ON 103 -z g O w a /STRIKE PLATE ON SHEET 5 FOR 4 /� I / TAMPA OTHER INSTALLATION REQUIREMENTS. F w oa u DOWNTOWN i REQUIREMENTS. 1 JAN 3 1 ' Q a�813- 29 0003s o a LJ BBiIU'R w 4 NO. 10 SCREWS ORI 4"', l:.I '"4, _`3 EXTERIOR ELEVATION STRIKE PUTE CONCRETE SCREWS_ _0EXTERIOR ELEVATION STRIKE INTO BUCK7CO ESINGLE OUTSWING DOOR SINGLE FIXED PANEL DOOR EXTERIOR ELEVATION (SEE ANCHOR REQUIREMENT�TABLEo� SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-Q" DOUBLE OUTSWING DOOR FOR OTHER SCREW REQUIREMENT._- "a �LOP ' SCALE: 1/2"=1'-O" w " U ? T NAIL FIN MOUNT CONDITION IS SHOWN IN D � ^p. ALLOWABLE DESIGN LOAD > THESE ELEVATIONS. FOR OTHER MOUNTING FRAME INSTALLATION SCREW REQUIREMENTS z za W^! OPTIONS (SHEAR SCREW, DIRECT & CUP FRAME ANCHOR 6" FROM ALL CORNERS, 16.5" MAX. O.C. AT SIDE JAMBS, (MULLED & NON-MULLED UNITS) 0 _�� PLUS ADDITIONAL 2 ANCHORS AT DOUBLE DOOR HEAD EACH 5" OFF HEAD MOUNT), SEE SHEET 5. JAMB MID-SPAN. SEE ELEVATIONS FOR THESE ANCHORS ALONG WITH �t; DOOR HEIGHT POSITIVE NEGATIVE Z g D:F cSn GENERAL NOTES ADDITIONAL SPECIFIED STRIKE & HINGE ANCHORS. w..A- a ABOVE 82" 70 PSF 75 PSF w ; O�7 1,THESE DOOR SYSTEMS HAVE BEEN TESTED,PNALYZED&APPROVED FOR DESIG 82 N " & LESS 66 PSF 66 PSF UO�m PRESSURES NOT TO EXCEED THOSE SHOWN IN THE ALLOWABLE DESIGN LOADS' to U^ TABLE. FRAME ANCHOR REQUIREMENTS TABLE 2.BUCKING,OPENINGS,&BUCKING FASTENERS MUST BE PROPERLY INSTALLED TO z j 3 g TIMORE TRANSFER LOADSTO THE STRUCTURE, FIN SCREWS ; 410-244-0733 3.ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS& 3 MAY NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. OPENING TYPE JAMB TO OPENING MINIMUM MINIMUM MAXIMUM MAX. DIST. HINGE REQUIREMENTS 4.THESE DOOR SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH&MEET THE (SUBSTRATE) FASTENER TYPE EMBED EDGE DIST. SPACING FROM CORNER REQUIREMENTS OF THE FLORIDA BUILDING CODE(F.B.C.) 2X_ WOOD FRAME OR BUCK 2" X I ICA. ROOFING NAILS 1 7/8" 1/2" 5"TO 7"O.C. 2" DOOR HEIGHT # HINGES REO'D a 5.THESE DOORS HAVE BEEN TESTED IN ACCORDANCE WITH AAAA/NWWDA I01/I.S. 2-97'VOLUNTARY SPECIFICATIONS FOR ALUMINUM.VINYL(PVC)AND WOOD 2X_ WOOD FRAME OR BUCK NO. 8 SMS SCREW 1 1/8- 1/2" 5"TO 7"O.C. 2" ABOVE 82" 4 0 �% WINDOWS AND GLASS DOORS." REFERENCE TEST REPORT NO'S.382-0244.1 & ; 382-0244.2 BY STORK TWIN CITY TESTING CORP.,AS APPLICABLE TO THESE * SHEAR SCREWS 82 & LESS 3 DRAWINGS. 2X_ WOOD FRAME OR BUCK N0. 10 SMS SCREW 1 1;4" 3 4" SEE DETAILS N G!� 6.TESTS COMPLETED INCLUDE AIR INRLTRATKIN PER A5TM E263,WATER RESISTANCE i PER ASTM E547&E331 AND UNIFORM LOAD STRUCTURAL PER ASTM E330. CMU/CONCRETE 3 16" CONCRETE SCREWS 1 1 74" 2" SEE DETAILS 'PTON7.THESE DOOR SYSTEMS ARE NON—IMPACT RATED&MUST BE SHUTTERED WHERE (')CONCRETE SCREWS SHALL BE ITW RAMSET/RED HEAD OR ELCO TAPCONS, HILTI _ REQUIRED BY CODE. KWIK-CON II OR POWERS RAWL TAPPER. (HARDENED STEEL OR S.S.) g B.ALL DOOR SIZES SPECIFIED AS ALLOWABLE HAVE BEEN COMPARED TO THE TESTED ; UNITS&ARE RESTRICTED BY THE OVERALL SIZE(AREA)OF THE TESTED UNITS. *SHEAR SCREW ANCHOR NOTE: FRAME MAY BE EITHER DIRECT MOUNTED TO THE OPENING, MOUNTED ONTO A CONTINUOUS SPACER, OR ALL COMPONENTS HAVE BEEN CHECKED,INCLUDING GLASS,TO ASTM E1300,TO ANCHORED TO A MIN. 2X4 NO. 3 SOUTHERN PINE WOOD BUCK. WHEN ANCHORED THROUGH JAMB TO A 2X4 BUCK, NO. 10 SCREWS vnNc N. rGLASSRAWINGS. uPPoRT THESE LOADS AS SPECIFIED IN THE LOAD TABLE. SHALL BE USED. WHEN ANCHORED WITH NAIL FIN INTO 2X4 BUCK, 2" X 11GA ROOFING NAILS OR N0. 8 SCREWS SHALL BE USED. 1168 TO BE USED WITH THESE ODOR UNITS SHALL BE AS SPECIFIED IN THESE WHEN DIRECT MOUNTED OR MOUNTED WITH SPACER, 3/16' CONCRETE SCREWS Stall BE USED. SEE 'ANCHOR REQUIREMENTS TABLE" SHEEr No. FOR EMBED REQUIREMENTS. PROPER MATERIAL SHALL BE USED BETWEEN ALL DISSIMILAR MATERW S (BLOCK/CONCRETE & ALUMINUM). 1 of 6 r t 'r wuw�xn: cHccxm xn:� 36" MAX. 71 1/4" MAX. 36" MAX. 71 1/4" MAX. rear. x,Ah: FRAME WIDTH (F.W.) FRAME WIDTH (F.W.) FRAME WIDTH (F.W.) x. o n ox FRAME WIDTH (F.W.) _ _ _ _ _ _ �I 3NO. 8 X 2" STRIKE ��— - -/Ri II I SCREWS THROUGH MULL FIXED CASEMEI REINFORCEMENT & INTO �' TRANSOM JAMB FRAME WINDOWI3 FRAME ANCHORS THROUGH DRAWING NO. 11I� 1157 OR 1162 •IJMIB IMO SUBSTRATE 11 OR 4 HURRICANE ao I�I I SEPARATE APPROI I W uuilsF CH SIDE OF DETAILS) SIMILAR3 F H t INACTIVE ACTIVE \ I H-1'\ 4 5 E 5 ! I 3 O H2 „ 4 " H2 O F 2 FRAME ANCHORS 5 \ / 5 'I 4 STRIKE PLATE \ TFtliOIX*1 JAMB INTO OPPOSITE OPPOSITE I' / 'I SUBSTRATE OR 3 HURRICANE z CLIPS EACH SIDE OF MULL. X w m o (M.EACH ENO OF MULL) O QN O \ / ONE(1) 2" LONG ( I �� p OfOf oo \ / HINGE SCREW PER = z a \ / HINGE INTO OPPOSITE w N o o JAMB OR REINFORCEMENT = sa BAR � INACTIVE ACTIVE low 5 N W �. c~icn w oar EXTERIOR ELEVATION 2 FRAME ANCHORS \ / z 3 3 3 3 EA. SIDE OF MUWON INTO o za MULLED DOOR UNITS SUBSTRATE z m SCALE: 1/2"=1'-O" \ / I o o (ALLOWABLE CONFIGURATIONS ARE X, 0, OX, X0, XX, 00, 0X0, XXX, OXXO, XOOX, 0000, XXXX) rn \ / g w FOR ALL DETAIL NOT SHOWN, SEE ELEVATIONS ON SHEET 1. I. \ / �/ I a o z T CORNER CONSTRUCTION: I w ^'^ WOOD JAMB: RABBIT CUT, SEALED WITH SILICONE AND SECURED WITH TWO 2 NO. 8 X 3" SCREWS PER za za�^ CORNER. NOTE THAT 1 NO. 8 X 2" SCREW SHALL BE ADDED TO EA. CORNER AT MULLION g°'Nin CORNERS OR THE CORNER BRACKET SHOWN BELOW SHALL BE USED. wd .-A EXTERIOR ELEVATION Irz�6 5!LL- JAMB BUTTED TO SILL AND SECURED WITH THREE (3) NO. 10 X 2" SCREWS PER CORNER. DOUBLE OUTSWING DOOR Niles OAMB CLAD: MITER CUT AND SECURED WITH CORNER KEY AND 2 NO. 10 X 5/8" SCREWS. WITH TRANSOM Z ogg TI MORTISE & TENNON JOINED AND HELD WITH 2 NO. 12 X 4 SCREWS SCALE: 1/2"=1'-0" i biFid BLwWe E AFAIAIEM p U8 m i FOR ALL DETAIL NOT SHOWN, SEE ELEVATIONS 0WIEDCIt �x y 8P STILE/RAIL CLAD: RAIL CLAD BUTS AND SEALS TO STILE CLAD. 3i eau CODE, CIOMPLiANCE 2.338 �- I 0.500 KEEP THIS PLAN ON 103 � —{ I 1.000 SEE DOUBLE DOOR WITH TRANSOM ELEVATION JAN 3 1 ZUO:i a� III ON THIS SHEET FOR SIMILAR DETAILS. NOTE Building&Lc:u,Ig III' 4.000 , THAT A SINGLE PANEL DOOR TRANSOM MULLION SECURE TO JAMBS WITH ° ° NEED NOT HAVE ANY REINFORCEMENT. SEE 4 NO. 8 X 3/4" SMSo o MULLION SECTION H1/5 FOR APPLICABLE MULLION a mre w AT EA. LEG TO SINGLE DOOR TRANSOMS. w __.. _._ w ba �—1.000 0.500 SINGLE OUTSWING DOOR OR FIXED 3 CORNER BRACKET PANEL DOOR WITH TRANSOM DRAMIN. 33 KSI GALV. METAL "1 REv' (OPTIONAL AT STANDARD JAMB CORNERS; 1168 SHEEP W. MANDATORY AT MULLION CORNERS) 2 6 I A M27". 'EA ANT BEHIND MIN. 2X4 BUCK AND MIN. 2X4 BUCK AND 1FINBY OTHERS FASTENER BY OTHERS SEALANT BEHIND FASTENER BY OTHERS 37 FIN BY OTHERS HEAD SCREW PER 23 ; ELEVATIONS 18 FRAME FIN FASTENER-� FRAME FIN FASTENER (SEE SHEET 1) 24 tf4" MAX. (SEE SHEET i) 1/4" MAX. HOT MELT 1 SPACE SPACE 1 STRIKE FASTENER STRIKE FASTENER CONTINUOUS D.G.P. ASSEMBLY (2 PER STRIKE SILICONE k �° (4 PER STROKE BUTYL a INTO BUCK PER INTO BUCK PER ELEVATION) BACKBED a ELEVATION) 1/8" 1 J8^ TEMPERED 2 13 51 p q 1 G1 TEMPERED REMOVABLE 36 PANEL 14 8 e 8 8 11 A- 34 8 GLAZING DETAIL 47 (SINGLE GLAZED SEE GLAZING DETAILSEE GLAZING DETAIL ON THIS SHEET �- 2 ON THIS SHEET z r wO o U-� W 0 ZaN x = r g n Uj< ow w ods CONTINUOUS rS2a- cxa SILICONE & k a w w w BUTYL a o w w BACKSEDDING cwi z 1/2"MIN, SITEa00i IONAL3 OVABLE a 0S PANELSHOWN. 00 w SECTION z t2 SILICONE 18 5 SEALANT z 4 w j.Wo 9 10 GLAZING DETAIL < J 18 35 38 8 8 . In (I.G. GLAZED �?o � 51 a kl 7 i .H t N a!o � 25 SEE SHEETgf� STRIKE FASTENER DIRECT M0� � �gTWMIL (4 PER STRIKE) —1/4" if SHIM CLIP INST - k o A c. zz Wn SEE ELEVATION. KERP THIS p SILL ANCHOR L.Ai ON J J (SEE ELEVATION) yr z JAN 3.1 'LIJU3 W gd Building&-Q,iii8lfls SECTION A _SECTION re-,\ SCALE: 1/2 FULL 3 SCALE: 1/2 FULL [7SHEEr Li erse N.. 168 FOR DETAIL NOT SHOWN, SEE SECTION "A " ` ' WI 1/4 FRAME WIDTH (F.W.) 1/4" 1 wuxxw cw—w MAX. SHIM MAX. SHIM 1/4" GQT: MAX. SHIM MIN. 2X4 BUCK AND FSE ANCHOR � FASTENER BY OTHERS 36 (REF. ELEVATIONS.) 36 3 FRAME ANCHOR 8 SEE GLAZING DETAIL 36 (REF. ELEVATIONS.) ON SHEET 3 m } 8 8 HINGE SCREW WITH 34 4 s 4 i MIN. 1 1/4" BUCK 34 4 4 34 EMBEDMENT (1 PER \ W HINGE IN TOP HINGE 3 4 I , 4D HOLE) f 39 FRAME FIN FASTENER (SEE 22A G 142 SHEET 1) t � � —X� 17 O 23 EXTERK)R 23 26 EXTERIOR FRAME FIN 13 17 23 FASTENER w°o FRAME FIN 13 SEE GLAZING DETAIL 30 (SEE SHEET 1) �o 0 FASTENER ON SHEET 3 41 SECTIONF (SEE SHEET 1) SECTION G SECTION p 13 SCALE: 1/2 FULL4 z o a a SCALE: 1/2 FULL 4SCALE: 1/Z FULL r� Fwd 6 o z w oa 46 r 2 a En 4 34 4 w ZU z f EXTERIOR 3 i o 17 KEEP c gU16�Nq VNs+ LnritnM��+Etf > 45C(5D� C' Ct�11?I,XA�ic�lr J11f7C1T3 }?Ctfi? o 48 = wd�n i 17 15 44 r 'THIS PLAN ON )OB Za 21 26 31 5 w z� zo .N�� JAN 31 2003 �z SECTION L 35 38 SCALE: 1/2 FULL(B 16 Building&Zoning lnspectiun div•J3A.,FL• Wg(n mayy$ 9 roo 10 ; 28 Examiner Signature 19 7 -- 3 rs o an 1/4" SHIM SILL ANCHOR (SEE ELEVATION) 4 ° {` SEE SHEET 5 FOR "OPTIONAL. p DIRECT MOUNT" & "OPTIONAL SECTION a scALE: TI FULL CLIP INSTALLATION DETAILS. 1168 SHEET NO. 4 of 6 (-1/2" X 1" CORRUGATED 1/2" X 1" CORRUGATED ffi- �c.W FASTENER 4" FROM ENOS FASTENER 4" FROM ENDS& 10" TO 12" O.C. 1 & 10" TO 12' O.C.r I^ � 49 50 0 c 0 L REVIEWER FOR CORS COMPLIANCE KEEP THIS PLAN ON JOB 0 wm 0 EXTERIOR 13 EXTERIOR 13 JAN 3 7. 2003 cr 0 0 �N� CONT. SEALANT BEHIND 13 13 CONT. SEALANT BEHIND � MULL COVER 20 MULL COVER z0 Building&Zoninginspection DivJax.,FL, Z� o Qat SECTION H1 SECTION H2 SCALE: 1/2 FULL 5 SCALE: 1/2 FULL 5 Examiner Signature oW w oar License NG. Z Q W NO. 10 SCREWS WITHIN 6" OF CORNERS & IF SHIM SPACE EXCEEDS 2 N0. 8 X 1.5" SMS. MAX. 12" O.C.'(LOCATE 6 SCREWS AT 1/4". A CONTINUOUS MEMBER zz N PER CLIP INTO BUCK CONTINUOUS WOOD MEMBER MULLION ENDS SPACED 3" APART PER MIN. 3 1/2" DEEP MUST BE z z AT 2D-30 DEG ANGLE) OPTIONAL ANCHOR LOCATION LESS IN SIZE THAN A 2X_ ELEVATIONS.) (REF. ANCHOR REQUIREMENTS PLACED AS A SPACER AND a o BUCK TO BE MIN. 3 1/2" TABLE ON SHEET 1 FOR OTHER INSTALLATION THE FRAME SCREW MUST RUN O DEEP. NOT REQUIRED WHEN REQUIREMENTS) THROUGH SPACER AND INTO 3 w MIN. 2X4 BUCK & 29 HURRICANE CLIP WITHIN 6" OF 1/4" OR LESS SHIM SPACE BUCK/FRAMING MEMBER. o° 01 FASTENERS BY OTHER CORNERS & SPACED MAX. 6" O.C. 0 3 T CONCENTRATE 8 CLIPS AT MULLION EXISTS (USE SHIMS ONLY). MIN. 2X4 BUCK & � w ..— (CONCENTRATE FASTENERS 8Y OTHERS ENDS SPACED 2" TO 3" APART; 4 >> zaJe EA. SIDE OF MULLION.) z i i/4" MIN. ( ii OPTIONAL ANCHOR LOCATION 1/4" 65 1 It w�o � 1 [-MAX. SHIM Id / it SEALANT & I N a n TO CENTER SEALANT & BACKER ROD If ; ea OF SCREW BACKER ROD If BY OTHERS 3 BY OTHERS EXTERIOR 1 EXTERIOR 1 1 EXTERIOR ° NO. B X 3/4" PH —3/16" CONCRETE SCREW WITHIN 6" OF CORNERS SMS SCREWS (2 & MAX. 12" O.C. (LOCATE 6 SCREWS AT MULLION OPTIONAL SHEAR SCREW MOUNT DETAIL r ' PER CUP) ENDS SPACED 3" APART PER ELEVATIONS) (REF. HEAD DETAIL SHOWN; OTHER JAMBS SIMILAR LL u ANCHOR REQUIREMENTS TABLE ON SHEET 1 FOR SEE SECTIONS FOR DETAIL NOT SHOWN 3 OPTIONAL CLIP INSTALLATION OTHER INSTALLATION REQUIREMENTS) (SIMILAR FOR ALL JAMB TYPES) HEAD DETAIL SHOWN; OTHER JAMBS SIMILAR DIRECT MOUNT DETAIL IN BLOCK =; 3 SEE SECTIONS FOR DETAIL NOT SHOWN HEAD DETAIL SHOWN; OTHER JAMBS SIMILAR (SIMILAR FOR ALL JAMB TYPES) SEE SECTIONS FOR DETAIL NOT SHOWNMING NO. REV. (SIMILAR FOR ALL JAMB TYPES) 1168 SHEET No 5 OF 6 l 1.844 1.844--, I BILL Of MATERIALS rnu�m W, c"c�er:� 5203 3.860-^1 TEM PART I DEM DESCRIPTION MANUFACTURER/NOTES PARTS 1 320R 32EM J2EP JAMB PONDEROSA SUGAR PINE 2 38T7 TOP RAIL •PONDEROSA/SUGAR PINE 1.000 1.844 3 38T9 BOTTOM RAIL 'PONDEROSA/SUGAR PINE Oj HEAD JAMB 4 3375 STILE PONDEROSA/SUGAR PINE 3 922 8 110 5 33AH PANEL-FILLER PONOEROSA/SUGAR PINE 2.400 6 37P7 ASTRAGAL •PON OEROSUGAR PINE 1.821 7 3.3mINNER SILL PONDEROSA/SUGAR PINE o OSTILE 8 2676 HEAD JAMB STOP PONDEROSA/SUGAR PINE 1.300 9 33AE THRESHOLD OAK 1.625- 10 3104 THRESHOLD EXTENSION OAK o 11 2800/28W GLASS STOP SINGLE PANE PONDEROSA SUGAR PINE PANEL-FILLER 2 e24 12 28AY E GLASS STOP J5/8-I.G. PONDEROSA SUGAR PINE N 0 TOP RAIL 1J 42HO JAMB COVER 6063-T5 ALUMINUM rc Z O3 BOTTOM RAIL 14 42N0 TOP RAIL COVER 3007-HI4 OR 3105-1424 ALUMINUM 15 42H5 BOTTOM RAIL COVER 3003-1414 OR 3105-H24 ALUMINUM i 1.640 1.000 16 74F2 PANEL FILLER COVER 6063-T5 ALUMINUM f --I 1.562 �-- 0.688 _.-L �� O THRESHOLD 17 42C8 STILE COVER 3003-1114 OR 3105-H24 ALUMINUM 18 4507 GLAZING BEAD 3003-H14 OR 3105-H24 ALUMINUM 1250 © A$TRAGAI 1.12$ 19 72EK 7453 7455 SILL W63-TS U 3105CO24 ALUMINUM TO 7354 MULLION COVER 6063-TS ALUMINIUM CONTINUOUS 21 74AX ASTRAGAL COVER 6063-T6 ALUMINUM K Z 1.000 22A 75OW FIXED PANEL SPACER PVC U U ,Lim p O INNER SILL 1.062 228 7505 SINGLE FIXED SILL SHAJI PVC OTY.3 a ~ wN I THRE HOLD � ® HEAD/JAM TTpp�F 23 4207 INSTALLATION FIN 0.023s"ALUMINUM ow �� EXTENSION 0.688 �---� STOP �� 24 7108 HEAD STRIKE PUTS.25 X 166 X 4.50 6061-T6 ALUMINUM Z w 0 i 0.045 25 7100 DOUBLE SILL STRIKE PLATE.664 X 1.16%3.311 6061-T6 ALUNWUM N U) p Z Q N 26 50A2 SIDE STRIKE PLATE.075% 1.750 X 6.775 BRASS � U Q Li'175 7 721 i"0.320 27 7100 SING.DOOR HEAD STRIKE PL 0.375%1.231X1.512 6063-T6 ALUMINUM O Z �g 0.045 1 6 PANEL FILLER 29 50�'OE F57NR 541ETR1KE Pl.0.664 X 1.160 X 1.8455'THK�RB 65MGV.V.STEEL V W oa 0.8751D COVER HARDWARE o a 0'875 1 2 GLASS STOP 0.999 30 OBYr HINGE ASSEMBLY 4 PER PANEL U 3.555 31 02GJ 3-POINT ACTIVE PANEL LOCK HARDWARE GU HARDWARE Z 2 GLASS STOP (5/8" I.G. -1_ 0'024 J2 OBYB NACTIVE PANEL FLUSHBOLT PKG. CU HARDWARE Z< (SINGLE PANE) 1.543 0.024 JJ - HANDLE fAS REDD. TO OPERATE LOCK >r 13 HEAD AMB 0.344 �- sFxs SEALANTS 0 of 4 74 7591 HEAD&SIDE WEATHERSTRIP PDLYPROPYLENE .`OVER 35 76LA SILL WEATIlERSTRIP POLYPROPYLENE 3 a w 1 f O BOTTOM FASTENERSCgT 3.555�� 0.500 1 5 36 60042405 1 2"RINAN GSHK HAIL WITHIN 4"OF ENOS 4 12"O.C. J a 0.500 0.630 r` RAIL COVER 37 60002410 1 1/2-BRAD 1 1/2'FR.EACH CORNER AT 12'O.C. Ta ? A. n 1 4 TOP RAIL COVER 36 53062009 8 X 1 1/4'FR SCREW 3 TO 4 PER THRESHOLD >p>p W 324 39 53081206 8 X 3/4-FH SCREW 3 PER STRIKE ?4 ZQ`"'".3' 40 53122006 12 X 1 1/4-S.S.FH SCREW 4 PER HINGE za= ;," 0.328 41 53121207 12 X J 4"S.S.FH SCREW 3 PER HINGE Z .d 0.032 4.656 17 STIL COVER 0.047 42 60003204 .072%2"SENCO FINISH NAL 1 2"FROM EACH END E 6"MAX.O.C. WU�� 1 070 T 43 53105202 8 X 3 1 4"FIN SCREW 10"FORM CORNER h 15'O.C. �� T 44 53084801 NO.8 X 3'F.H.SCREW 3.5'FROM CORNER h 14.5'O.C. lid 1 g GLAZING BEAD 0.703 `---I 0.736 45 53084803 8%3"FH SCREW 3 PER SIDE STRIKE TO ASTRACAL lawQ 1.466 II 46 53084801 8%3"FH SCREW 3"FROM EACH FIND u UO 19 SIL �lf 0078 20 MULLION COVER 47 53061605 5%1"FH SCREW APPROX. I"FROM ENOS&I"TO 3"D.C. rnV m- 48 57105202 110 X 3 1/4-FH SCREW 4 PER BOTTOM RAIL - R 1.511 0.024 MISCELLANEOUS PARTS 0.812 �- B -5.25"--'--^I 0.375 49 - WOOD MULLION REINFORCEMENT SOUTHERN PINE u 3 0.047 50 7357 ALUMINUM MULLION REINFORCEMENT 6063-TS OA T6 ALUMINUM ASTRAGALCOVER 23 INSTALLATION IN 51 4700 REINFORCEMENT PLATE.048"X i. STEEL 49 WOOD MULLION T ' WOOD USED WITH TEST UNITS WAS SELE�} l�$IN$O-FOWOOD w s.l2s' REINFORCEMENT SPECIES TO BE APPLICABLE WITH THES MAHOGANY, _ SOUTHERN PINE, OAK, CHERRY, MAPIE,� �4 � o n �S O O O O O 3.983 E IS L R LL =o (_._� o.12s'�o.375 Lo.375 JAN 3 1 2003 � 3 Q o 0 0 0 o Q 1.875 0.749 p o O O c)-)-L i - - L Building&=wing Ins eii li J,-lax.,(L. 3 2g HURRICANE CLIP 50 ALUMINUM MULLION WING N. R Ezem'ner^I�nah;re 11 s8 REINFORCEMENT License No._______ 6 DE 6 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 05-00031403 Date 10/11/05 Property Address . . . . . . 2127 BEACH AVE Tenant nbr, name . . . . . . INSTALL GENERATOR Application description . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation 0 Owner Contractor -- ---------------------- ------------------------ PELHAM, VIRGIL G. MOODY ELECTRIC CO. OF N FL 4946 HERTON DRIVE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32258 (904) 262-3092 -------------------------------------------------------------- ------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 t PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r, BUILDtN,G IAL CITE' OF ATLANTIC BEACH r ELECTRICAL PERMIT APPLICATION Date: Property Address: Owner: Pe- Telephone#: 2(,z,- 3 0 2 Contractor: o o n V"4Telephone#• Contractor Address: e Fax#: y4el —o f Contractor Si nature: In consideration of permit given for doing the work as described in the above jareffient, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part here and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New Residence ❑ Temp. ❑ New being done on this building e Or site,list the building tK Old ❑ Commercial ❑ Signs ❑ Increase Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER ALS Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rece tacles CONCEALED OPEN n U enavc 100 ABES Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances, TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V_ 0IM600V Transformers NO. KVA NO. KVA No.Neon Transf. Ea.—Sign— Miscellaneous a SiMiscellaneous 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800- Fax: (904)247-5845- http•//www.ei.atlantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH j PERMIT APPLICATION REMODEL , ADDITIONS OR ALTERA'T'IONS DEMOLITIONS Owner(s) : �S7Y-4-c-/ Ky Address : Al2.7Arefft C•- Phone :_ •c� L7_ Lot # _ Block Block or Unit # Subdivision: C o n t r a c t o r ' CTqAv S �rt!" Address :/96 4�4i%v�44`0:-�t' A�i—A-L Phone Describe work to be done :_ -- Present use of building:_ .11&5,0�ewr Valuation of Proposed Construction: 'rab �_ Proposed use:, 4147& 4b Ate__ Is this an addition? A,# If yes , what are the dimensions of the added space: __.ft . X ft . Will the added area be heated and cooled?e,� New electrical ( or increase)? ./,, New plumbing fixtures?40 New fireplace?aG/-^ew Heat:%AC? _�=� �' _ SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY , ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CON OP, AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date'._ Signature CONTRACTOR : APR 61993 Building and Zoning VA yy APR 61993 APPLICATION F'OR FLNCE PERMIT B ul i nd.2oning Owners name a.. G� a __ 11ho �i:r -/Thhi-- � _ - _ -- - Job ' Lot---J-_Block and/or Unit -- Contractor if different from owner_S'&A-Y---15 A d'CA-.__.____.� A�C�t� g9 - Valuation of fence S_ � Corner or interior Type construction_G�7?_` Show location and height of fence as well CALL.. location of street(s) . e-r Owner signature______ -- Date .( Contractor signatur 612 DEPARTMENT OF BUILDING •CITY OF ATLANTIC BEACH � VtRM I T INFORMATION - ---_ LOCAL'I CN INFORMATION Permit Number. 6612 Address'. 2127 BEACH AVENUE Permit 'Type: PENCE ATLAb?'TICBRACH, FLORIDA 32233 Clare of Work: NEW .,.,. _..... . DI AL ItLSCRIPTION ,._......,._.... Constr. Tylre.e: -CONCRETE Lot Ftx+�cks ' Section: Proposed Use: SINGLE FAMILY TQwnihips' RNG: 0 Uwellin 's : -0 Code: p subdiviaidw NORTH ATLANTIC BEACH Est i mal►.t ed V l'u s $25,00.00 Ilop rov,. Cost : Total Idea ' $10 04 - mune 00.o0 777777777 Wc�I -� F P E PER PLAN ION, -�- _� ,n ��, .._.: A�'P.L I'CAT ION FEES ..... I A ALL PERMIT $10 .00 i.ddre i.' AVENUE WAT IMPACT FEE $0 .00 yy�ey I{ ., , �H, F'LORIDJ PER �� '�'��y{�"�� i Ili P.` 'f 9T'VP RADON r A �-H`i R.S. $0 .00 I `QRM1 `I ,N ^ .r r iutAI�Q1 . C3AE.. '5% $0.00 Name: , R SDE WA `ER TAP _ . t3',OQ Acldr $0 . 00 NEFT EACH, FLA 32233 HYDRAULIC $H"ARE' $0.00 Licei t l fiYpe 1RE-INSPECT REE Ct 00 7 � J SE.0 H IMPACT F'EE so.ov, k Ra' DOTES:' r y NOTICE-ALLC©NCRETE FORM$AND FOOTINt3S MU$T BE INSPOCTE 0,BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 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 64FAILURE'T4 COMPLY, WITH.THE MECHANlCS' LIEN LAW CAN RESULT IN TIME PROPERTY t'�VItNER PAYING TWICE FOR BUILa�N IMPROVEMENTS." .., Tillr:: rf:i5 All "'UED ACCORDING TO-APPROVED, PIANS WHICH ARE PART of THIS PERMIT AND`SUBJEC1fIW REVOCATION11WO 1t 1 ATION"t)F Af�PLICABt, PR0I�ISIONS OF LAW. t EiED $10.06 IMIPT.I WRi 085292 ,ATLANTIC BEACH BUILDING DEPARTMEkT ' 6610 i E DEPARTMENT OF BUILDING CITYOF ATLANTICBEACH Allt IT-I AIP'ORMAT I ON t -------- _LOCATION I O INFORMATION M wr +✓.r.rr .rt P.� r In ' Permit Number: 6610 . Address: 2127 BEACH, .AVENUE Permit Type: BUILDING ATL1�+iTTC 8R11CH, FLORIDA 32233 Glass of Work: ADDITION LEGIAL DESCRIPTION ---------- Constr. Type. CONCRETE Lot: BlackSection. Proposed Use: SINGLE FAMILYTownship. RNO: 0 Dwellings : 0 Code. 0' Subdivision; Estimated Value: $0 .00 Improv. Gast : X0.00 Total eEs`> :t90 Amour $26 .00 BLOCK COL 'PLU, Y C s APPLICATIONPEES A LRE fi , ` ' PERMIT , 25.00 Addy"ei s: . AVENUE WAT IMFACT� FEE , �� $0.00 PRE Ph a 4 9A 'r 2 .. � . RADON 'AB-B'.R.S', $10.00 ...,. .»_- C3}y `OR1 ATI - - RADON GAB - . 5% $0 .00 : SEWER- KEPT EACH f FL 32233 HYDRAULIC SUARE $0'.00 Li t e �� 01� Type: I RE-IT�SPE.CT` PER V-4-o'i.00 SES �" 1XPACT' FEL.e � so} 60 '�":",ti4YFrd2r»4"�i?ar n:°; yi.y.a.,.... V0471��lw* xamsx.•mom+r mr»v:,.,a ¢� ».,. �' �`�, A � TO MOTES: } NOTICE--ALL CONCRETE FdAMS AND FOOTINGS MUST BE'INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE Of ISSUE RVILDING MATERIAL,RUBBISH ANDDEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP ANI?HAULED AWAY BY EITHER CONTRACTOR OR OWNER FAILURE tO COMPLY WITH THE MECHANIes LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING'' IMPROVEMENTS." J . Vk owl* ix ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUB TO REJAlI�'AIbR VX OLAT10N OF APPLICABLE PROWWONS OF LAW. 00 SAU fEMIPT Nim.. oMI :ATLANTIC BEACH BUILDING DEPARTMENT f 442 DEPARTMENT OF BUIUNNG CITY OF ATLANTIC BEACH -- PERMIT INFORMATION LOCATION INFORMATION ` --------- ' Permit Number: 9428 Address I '>227 EEACH AVENUE PermitType: R -. OOF ATLANTIC, BEACH, FLORIDA 32233` Gloss o1 Works NEW LZOAL1 DESCRIPTION -- Constr. Types WOOD FRAME Lots Sec tion Proposed Uses. SINGLE FAMILY Township: RNG.s 0 I? elxinBs z i Cr d+Ea s { ` Subdivisions Estimated Values $0. 00 Improv. Conti . 30 Total F es s �. �►0 A>asoun I *22.50 Date WorkDsas � RCIGF WITH NEW ROOF` ON GARAC >a. TION x"40 ,h . :- APPLICATION F EES ... -..- - N P,r,�:,PERMIT 022. 50 P Addr- me s� iVEFI�UE WATER IMPACT FEE $0.00 Hf" FLORIDA � s SE �, IxpA T� F"EE �� $0 00 , f Ph g ? ,r �' ,A, p / } -Ex® y A U1 UA R a .`.0 k` FORMATION -_ RA60 CCAS - tm $0.00 yNa me s �� SIN UCT qN kG��Ii WATER TAF' $0.00 SEWER 'TAP SOi 00 . ORA N RK HYDRAULIC SHARE $0.00 I.:La ► s � �i Type � RE�I1�E�'�'I' FEE P.00 SE, N IHPA+ T' FE E { .Q0 ea�,r 'r $0 NOTES: NOTICE ALL CONCRE*E.FORMS AND FOOTINGS MUST BE 114S PUP BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING',MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST"NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER v`FAILURE T�`J�.COMPLY WITH' THE MECHANICS' LIEN LAW CAN ESUL.T 11'�i THE PfiOPEATY OW1►�iER PAYING TWICE FOR BUILDING IMPAI I VEVAL 10/10191 ISSUED ACCORDING TO APPROVED,PLANS WHICH ARE PARI OF THIS PERMIT AND 3U t TO REVOCA 'FOR` VIOLATION OF APPLICABLE 00,O PiS10NS OF LAW. AWL s ATLANTIC BEACH BUILDING.DEPARTMENT i B x " (7 J CITY OF ATLANTIC BEACH PERMIT APPLICATION ROOFING Owner(s) : S, c),e L-c it 6� < Address: Phone: 2- Lot # Block or Unit # Subdivision Contractor: Address: Phone: 17 State License 'N0. Describe work to be done: V V d Materials to be used: F 0- (61kpi"L Signature OWNER: Date: Signature CONTRACTOR: t F DEPARTMENT OF BUILDING CITY OF;'ATLANTIC BEACH PERMIT INFORMATION- - LOCATION INFORMATION Permit Number : 6839 Address 2127 BEACH AVENUE Pe'r�tlit 'i' rpe> UTILITIES ATLANTIC' BEACH, FLORIDA 32233 C4ss Work: REPAIR w L90AL DESCRIPTION .t. Constr. ,Tyke: STEEL Lot : Blocr . section: Proposed Use, UTILITY. �'I'ovhship: G: 01 Dwelling$ ; 0 Cade: O Su}ad�vi�� axx•. Estimated value: Improv. Cost . $0 .00 Total Fees : $66 .00 Amount $66,00 Oat . " 9/20/93 r De CRETE METER AtO INTALI '� E�A� LIQ? -- TION1 , ,�^ � ° � � . APPLICATION FEES x- �-- Nm � ORT12 ��.� i PERMIT $0 .00 1 .d r,r� � riq �� . Add r E NATER IMPACT SEE $0 .00 qq. CH PLORIDhSE IMPACT F� E 3 + it � 1,ar u u aha �a a r.s s R O `ORKATI R RADON OAS "$O. 0 Name* m L 0 DEPARTMENT WATER TAP. X0.00 Addle ass n $ISR TAP $0 :00 HYDRAULIC SHARE �w $0 .00 License: CAPITAL IMPROVE. ,.LSO `Pe: SEO.H IMPACT FEE W{4 0,9 x S 'n r y". s ''iw#". k'r". `5r•.`' .ash,in'rt!' «; w Baa rcr �a;.war'srme n.a..a•,,r a,, a'Maaw..sw..Axa rtdl 66 tJ 't NOTtS.` xeplar.* Concrete Meter, Iouslag - 27.00 Install rectal 'cover. - 39.00 10 NOTICE- ALL CONCAET4FDAMS`AND FOOTINGS MUST SE INSPECTOD BEFORE POURING PtAMIT VOID SIX MONTHS AFTERDATE OF IS$49 BUILDING MATERIAL,RUBBISH AND DE13RIS FROM THIS WORK MUST NOT,Bf PLACED IN PUBLIC SPACE,AND MUST BE CLEAfiEDLIF'AND HAULED AWAY BY EITHeA CONTRACTOR OR OWNER ! 1 'FAILURE TO COMPLY WITH THE MECHANIC S' LIEN LAW,CAN, RESULT IN THS PROPERTY OWNER RAYING TWICE FOR Sl�lL6)Nq:.IMPR0VEMENTS." t ISSUED ACCORDING TO APPROVED PIANS WHICH ARE PART OF THIS PERMIT ANDS CT TO.`'141' FOR VIOLATION OF APRIL#.CABLE,PRE31tISlt)I�IS OF LAW. 1R� 94 r 'Fialk Kept 009151 r ATLANTIC BEACH BUILDING DEPARTMENT t BY: |}`�-��bYlCE DIYISIO& -.ACt,SONV1LJ,C ELEUT8IC AUTHORITY ^ 3 WE�T DUYAL TR EE �A 0v1l'L[, FLORIDA 32202 � ' J{/. i,�OD.Uwl'Nu Pl0AL IQSPCC?IO0(S> HAVE DGEI0 MAD ." AND ALE l,�t-'&[TODY : '— � Enclosed are the blue copies of the permits. - BUILDING INSPE.CTION DIVISION � � FILE ! � � ' � . � � | ` ` 6753 DEPARTMENT OR BUILDING CITY OF ATLANTIC BEACH PERMIT INPOPMATI Old -_--. --_ LOCAT I ON I NFaRMAT I ON .. Permit Number: 6753 Address ,, 2127 BEACH AVENUE Permit Type: UTILITIES ATLANTIC BEACH, FLORIDA 3223 Chess of Wank: INCREASE DESCRIPTION - sontr . TrP ': WOOD RAMLLot : B] ick Section: Proposed Use: SINGLE FAMILY Townships` RNC ; 0 ewe l l ncrs s 1 code. Subdivision: NORTH ATLANTIC BEACH Estimated value; $0 .100 Imp r-o-V. Coast $0 .00 L'i " E. FROM ' XTER SENVC' ,. ... - ATIOH - w „ �, ---- APPLICATION FEES -.. NYA LEE I'E MIT p, wS°.� ,00 �I E H `LORT IN � f W r E Elm y Ph, e;.." d WATER ME'T'ER` X60 .00 ro RAISON GASrt G Y `ORMA' RADO i CAS, $tI x ._ .__ N m+ *._ .PUS, CRKS.' .I E ? � WADER TSP $35 ,00 '9-11Addµrf s � SEWER. TAP $0 .00 NLRALIC HAtE " , , �I,i „ � Type, � RE NSPECT �'E1� � 0 OTHER 4"", ON „ NOTES: NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST BE 1NSRECTED SEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE s 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 ' F ►ILURE TO COMPLY 11TH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.” I , IQII �s 05II .�ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJ T+l `RElitttlE �f2��t VIOLATION OF APPLICABLE PROVISIONS OF LAW. $ Q bf? 00 r ATLANTIC BEACH BUILDING DEPARTMENT 087494 ` ,. . 6754 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT I N FORMAT I ON ------ -------- -LOCATION I NPORMAT I ON - Ieriit Nu> b 57, Address . 2127 BRACH .AVENUE Permit Type., UTILITIES ATLANTIC BEACH, FLORIDA 3223 : Class of Work, NEW LEGAL DESCRIPTION Constr. Type: WOOD FRAME; Lot 1 Block: Section: Pr a cass d I7ss SINGLE FAMILY Towns hi, . RPiCI: � Dwel.;Ili ngs : I Cede: 0 Subd vision: NORTH ATLANTIC BEACH E tim t 6 Value: $0,00 Uiprcv. Cost : 0 .00 r Tota ass: $560 .00 OTAICOL'f AIT i;lTM At TRRU r, lox awn _ APPLICATION PEES FLEE "M PERMIT Addy , AVENUE WAT Ii�PACT 'P'EE �� SO -00 I B, FLORLI; Ph e 4 $ RADON GAS-H.R.S $0 .00 R "OR;K TI,'01 RADON GAS 5% $0,00, Name: BL OR S DEPAR T Add�r s ��., . . m BZWER TAP 0 .00 �.. r b r HYDRAULIC SHARE Eta . p0 Lc Type t� RB INSPECT FES �E pA � �� i yI 4 F P " SECIN IMPACT FEE $0 00" { " NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST'SE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 13U.ILOING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE>PLACE D IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY HE CONTRACTOR OR OWNER b , " AILURg TO COMPLY WITH'THE MECHANICS' LIEN I AW.CAN' RESULT IN THE PROPERTY OWNER'RAYING TWICE FOR BUILDING IMPROVEMENTS." x- ' Is3'SUEC? AC90Rp1NG TO APPROVED PLANS WHICH ARE PART OF THIS PERM17 ANq SU T® F VtQ1 TkC # A P.IC.ABLE PROVISfO:N;S OF LAW. " r fMIPt R: �74� '!`Ll IC BE+ CItD I > oARTMENT '7 1, ; 'j4"".'.',-. t ._ „... ... ,..r,�. ., xJ s743 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION W----- LOCATION INPOP-1ATION Permit Number: + 743 Address: 2127BEACH Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 lass of Work: NEW ---- .,.---- LEGAL DESCRIPTION ,----..:.---- s Constr Type: CONCRETE Lot : Black: Section: Proposed Use: POOL/SPA Township , RNC: 4 Dwellings: 0 code: 0 Subdivision: `ATL.BCH. Estimated Value: $0.00 Improv. Cost : $0.00 Total Fees : $35.00 TI AmounILr $35 .00 Ua , / 5/ uk ACJ �ry Work De " � � L `'; MATION ., s APPLICATION PEES - ,__ _.. Name: � �.� ��,,�� ` �� ,�,��I PERMIT $35.00 Addy, � WAT R IMPACT FELE $0.00 CH FLORIDA 22 S I FEE « $CS 04 .ry 6 hoo- V "f A x 1 F TA Wp .R. S. Yttl _. _...... '' O roRMTION ------ RADON CTAS 5% Name: WATER, ' AP $0 .00 Address °° _• HYDRAULIC SHARE $0 .00 n,Omr $ 0 ) ZC.H IMPACT FEE � $" " � a 1 r MOTES- i I ON ..ET FORMS AND FOOTINGS MUST BE INSPECTED EFORE POURING NOTICE—A LL G GR E S ` PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUESISH AND DEBRIS FROM THIS WORK DUST NOT BE PLACED IN PUBIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER FAI:L:URE TCI C411APLY WITH THI E MECHANICS'. 004 L.AW CAN ROSULT IN t TN ,PROPERTY' 0WNER "PAYING TWICE.FOR SUILDING IMPROVEMENTS." I± SUD'ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO FtOtAT ' ,,•IOLA!"OF APPLICABLE PROVISIONS OF LAW. 7QT' � ',w DOW CN; ATLANTIC ACH 8U1 DING A�RTMENT MIPT » 081211 " CITY OF ATLANTIC BEACH, FLORIDA AoPr by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: J, r 1$ 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 CI fY OF ATLANTIC BEACH ORDINANCES. Y 77FF _. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNAIURE JOURNEYMAN NAME L--=Z ADDRESS: 2-,12—? -`�� c� iJ RFD BOXY BLDG.SIZE BETWEEN: RES. AFT.( ) COMM.I 1 PUBLIC( ) INDUS.( 1 NEW( ! OLD( 1 REW.( ! AOOITION ( ) TRAILER ( ) TEMP.( ) SIGNS ( ) SO. FT. SERVICE: NEW( ) INCREASE ( 1 REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER I ALUM. SWITCH OR BREAKER AMPS PH W VOLT ACEW Y EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE I NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN I TOTAL _ 0.30 AMM AMPS. SWITCHES INCANDESCENT FLUORESCENT b M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR N.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS N.P. VOLTAGE PHS NO. I N.P. VOLTAGE PHS MISCELLANEOUS -- - TRANSFORMERS: UNDER 600 V. OVER 60O V. ~ ' ` PRE-SERVZCE DIVISION JACKSONVILLE ELEaT8ZC AUTHORITY : ^3 WCS7 DUVxL STBCET ]ACK�u/UVlLL'C, Fi.U8IUA 3220-2 � ]}HE }l0LLONI0G FINAL l§3PCCTION(S) HAVE BEEN MxbC AND kkE �&T] �P��l �>^Y � � -------------------------- --- --- -- -------------------------- -- __________________-__-------- -- ______-_--__-__------------- _ ---- ------------------ ----- -- ____ ___________ - � _ ------- ------------------- - ` / ( -PUILi`I% INSPECTION DIVISION `c : 1 11E 8!vijta Ceectzic Co a� p y� 1004 S.*2ND ST. -JACKSONVILLE BEACH, FLORIDA 32250-(904)249-4308.249-2911 DATE: CiW 09.3 CITY OF ATLANTIC BEACH To Whom It May Concern: We respectfully request that temporary power ,' for the address listed below be cut on for a period of thirty' ( 30) days for testing purposes , s We will be responsible for anything that may lIoccur due to the energizing of the service prior to the finall �alectrical 'in- spection, and the approval and completion of the job. We are also aware that if any extension of temporary power , is necessary, an extension letter is due at least five (5) days prior to the 30 day deadline. Yours Truly, Taymond G. Bivins Bivins Electric Company, Inc. PResident JOB NAME A I ADDRESS a I o2 Z AQaelC` �A/ca _ PERMIT # I , i i i i i BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32239 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT - Applicant to complete all items in sections I, 11, 111, and IV. I. Street Address: �7 gait LOCATION n OF Intersecting Streets: Between �/H ��-G / And Z S BUILDING Sub-division 11. IDENTIFICATION — To be completed by all applicants, 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 pert hereof and in accordance with the City of Jacksonville ordinances and standards of good.practice listed therein. Name of Mechanical Contractors Contractor (Print) S "� Master Name of ) � Property Owner .4 2 l?fL�b Mttun of Owner Signature of Authorised Agent 4�2�. Z, Architect or Engineer 6018 AL: INFORMATION A• Type of hotting fuel: B• IS OTHER CONSTRUCTION BEING DONE ON Q Electric - THIS BUILDING OR SITE? Ger—I°� LP ❑ Natural C3Central Utility f IF YES, GIVE NUMBER OF CONSTRUCTION 13 OS PERMIT L1 19q 14 Q Other — Specify IV. MICHANICM. ®QUIPMENT TO U INSTALLED NATURE OF WORK (Provide complete list of components on beck of this form) Residential or ❑ Commercial Q• Heat ❑ Space ❑ Reeassed O Cental O PAW New Building Q Air Conditioning: ❑ Room Q Central ❑ Existing Building Q Duct System: Mehrier Thick� O Replacement of existing system Maximum opacity , 'New Installation(No system previously Installed) efm. Rafrgarahon O Extension or add-on to existing system ❑ Other Specify ❑ Cooling lower: Capacity 94m"- C] Fire sprinklers: Number of hp Q Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY Q .Gasoline punier (number) O Tamh '011P` (mrmber) Remarks LPG containers (number) Q Umfirod preuuro vessel eterOPermit Approved by 11010106- 13 Q Other — specify Permit G.. LIST ALL EQUIPMENT ADt CONDITIONING AND REFRIGERATION EQUIPMENT G�padty I� Number VtRa riDeacrlFtba Model NuNNumber ][aetutaCWt'ts t!=&