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Permit 500 Nautical (vault) CITY ATLANTIC OF BEACH 800 SEMINOLE ROAD f ATLANTIC BEACH,FL 32233 s INSPECTION PHONE LINE 247-5826 Application Number Property Address 05-00031911 Tenant nbr, name 500 N NAUTICAL BLVD Date 1/03/06 Application description RES REPAIR y Zoning g ELECTRIC ONLY Application valuation TO BE UPDATED Owner 0 ----------------- Contractor HARPSTER 500 NAUTICALOSTEBLVD. N ALL---- -----------'----_ SERVICE ELECTRIC GROUP INC ATLANTIC BEACH FL 32233 1556 WHITLOCK AVENUE JACKSONVILLE -- - (904) 744-5050 FL 32211 Permit -------------- __ Additional ELECTRICAL PERMIT --- Permit Fee desc ----------- -__ Issue Date 70 ' 00 Plan Check Fee , Fee summary Valuation • 00 -------- Charged 0 ------ __ Paid Credited Permit Fee Total -_------ --- ---- Due Plan Check Total 70 ' 00 70 . 00 _______ Grand Total • 00 . 00 70 . 00 . 00 00 • 00 70 . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING''OFFICIAL CITY OF ATLANTIC BEA�C� ELECTRICAL PERMIT APPLICATION Proper Y Addz-ess: Date: 4wnez-; contractor: _-__.�/_.-�'t�.�•� � ��2' - dLG Tel"ephone #: Contractor ogre,. e cess: S,S. Tele 401`# consideration Phone In consideration � accordance with Permit given fordoing Fax #: ordinance a the attached Plans and p the work as des ' 2 and standards of ood Pecifications w nbed in the above Building: ractice listed therein hich �e a statement we hereby ' -New Building Part hereof and with th to perforin said w Old Reside YPe- Frailer 'n accordance with the City of Atlantic ea h b nce Beach Q Re-wireTeService; Commocn�ercial Temp. Q 7P other Addition ❑ Signs New °°nstructioo is O being done on this building Condu Sq.Ft. �ncrease or site,list the building ctr Size: AMPS: Repair Pe ;t numb Switch or COPPER Breaker AL TT Existingq AMPS Service PH Size W RACE PH AMPS � O VOLT WAY Feeders: W RACE Lighting Outlets NO. SIZE VOLT2 O WAY NO SIZE NO SIZE Z CONCEALED Rece taclesOPEN CONCEALED 30 Switches OPEN t Incandescent Fluorescent & M.Vi Fixed 0.100 AMPS OVER tC liances BELL Air H.P.RATING H.P.RATING TRANSFER. Conditioning COMP.MOTOR 3 OTHER MOTORS AMPS CEILING KW-HEAT HEAT d Kw Motors 0-1 H.P. IVOLTAGE PH N0.--LOVER-1 H.P. PHS ILMER600V I OVER600V Transformers NO. KVA. N0. KVA No.Neon Transf Ea. Si — Miscellaneous 800 Seminole Rnad •Atlantic Beach,Florida 32233-5445 Phone:(904)24"-5800 • Fax: (904) 247-5845 • http://www.ei.atlantic-beach.i`l.us f!'LTJ CITY OF ATLANTIC BEACH s 1 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 v INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001030 Date 8/07/08 Property Address . . . . . . 500 N NAUTICAL BLVD Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 5915 -- ------------------------------------------------------------------------- Application desc Replace vinal siding ------------------------------------------- Owner Contractor - ------------------------ ----------------------- HARPSTER, WILLIAM SIDING INDUSTRIES OF 500 NAUTICAL BLVD. NORTHERN FLORIDA, INC ATLANTIC BEACH FL 32233 PO BOX 1591 ST.AUGUSTINE FL 32085 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ----------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee 60 . 00 Plan Check Fee 30 . 00 Issue Date . . . . Valuation . . . . 5915 Expiration Date . . 2/03/09 ------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. --------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- -------- Permit Fee Total 60 . 00 60 . 00 . 00 . 00 Plan Check Total 30 . 00 30 . 00 . 00 . 00 Grand Total 90 . 00 90 . 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 08- I I I l •.�5 ,, 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(9D4)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US Fir BUILDING PERMIT APPLICATION DUVAL COUNTY 2.VALUATION OF WORK: 3.SQ.FT.UNDER ROOF 1,JOB ADDRESS: _ 5dv /L"c JilC�t/ '1�Lvv A/• -�`S9/S 5.CLASS OF WORK 6.USE OF STRUCTURE: 4.LEGAL DESCRIPTION: ❑NEW BUILDING ❑DEMOLITION ❑RESIDENTIAL LOT_BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 7.DESCRIPTION OF WORK 11 ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER: ]REPAIR ❑POOL/SPA ❑YES ❑NIA { L / /�L+'� ❑MOVE ❑OTHER ❑NO a 14C V(�+ CONTRACTOR: I ENGINEER: PROPERTY O::":ER: 15.COMPANY NAME / 23.COMPANY NAME: 9.NAME: J l o1r I`' ..1 p✓�r✓-S•=T`/ A eS rpt16.NAM 24.LICENSEE NAME: W I 10.ADDRESS: STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 17. ,va ,'i�c C3/✓al Al CRC t 3 2-7 c13 18.ADDRESS' 26.ADDRESS: PO 32 SJ C�- ,Cc LJ S 1-1 tel"�rf j Z�gJ 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHO�� 20.FAX ��` 27.OFFICE PHONE: 28.FAX NO.: 13.CELL PHONE: 21.CELLPHONt./ Z 3 %7 29.CELL PHONE: 175.7 1-/'755 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: - -er.�0c)( � Cc.>;afc�f ','�/Vr �f��: iNdu.Srrr� FEE SIMPLE TITLE HOLDER: BONDING COMPANY: MORTGAGE LENDER: (IF OTHER THAN ONMER) 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and 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. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning.I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: r YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR (If Ag t,Power of Attorney or Agency Letter Required) � Qualifier Only) Signed: rV / Date: ( _ Signed: ,.t Date: 3 G Before me this day of T✓ )�2005 in the county of Before me tt s day of )td 201 the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared John . Flo n lei cl I-th herin by himself/herself and affirms that all statements and declarations are heiin by himself/herself and affirms that all statements and declarations are true and accurate. 1--Z '� (� true and accurate. Notary Public at Large,State of Countyof ST i'�+4 J Notary Public at Large,State of County of C"A ❑personally Known 11 Personally Known p roduced Identification- Wrotluced Identification- Notary Signature: Notary Signature: E n unt 0666 # tt K. CUNNINGHAM 1;I A MHI F ce.CO. .,,,.,.,w„„-p,•M.....,,u.....,. ...`,,r YA1, Publ'Ic-State of Florida CITY OF ATLAIV «>,ry°`�`° Notal fires Feb 26,2p10 _tyly Commission Exp SEE PERMITS FOR A ' - " ' Commission#DD 523638 REQUIREMENTS AND CONDITIONS. FIL Bonded By National Notary Assn. 1 REVIEWED BY: DATE: NOTICE OF COMMENCEMENT (PREPARE IN pupLICATE) Pert No. Tax Folio No. Stateof mit County of L 1/ 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: bei, ,,, �.: Address of property being:_,N,,..v o9Ch f L 3 Z z J 3 General description of improvements: Owner Aj -re v- Address Owner's interest in site of the improvement Fee Simple Titleholder(d other than owner) Name Address _ Contractor ) Address � /3e X /� � .��r�-`��✓•.s?7NC � .�ZUSS Phone No. g( 7 Fax No. ��O 9-3607 Surety(if any) Address Amount of bond S Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name 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 Address Phone 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 Statutes.(Fill in at Owner's option). Name Address Phone 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 i Signed: _ _ CAAj/ Before me ' _day of fn the Courdy or pygal ale q{�1pt appean� !t%j`!/flril herein by hhnselrr herseff and afirms that all statements and declarations herein are true and accurate / � V Notary Lal state of Cmady o S .I�1Lz My e:pkes: O p or • P identification Page 18, �°"Y" JOHN KELLEHER Doc#2008196788,_OR BK 14591 wY COMMISSION=DD650666 Number Pages:1• *V 17(PIRha:March 14.2011 Recorded 07130/2008 at 11:44.AM, 1,M03-r+lnARY Ft.Notary Discount Assoc.Co. JIM FULLEI i CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 07/30/2008 11 :44 FAX 19048263238 360 BUSINESS SOLUTIONS Z001/002 ceRnFICATE NO.l DATE ACOR-10300195 699675 ACORQ. CERTIFICATE OF LIABILITY INSURANCE 7/30/2nOR 10:14f36RN PRDDucER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION gighpo R t Risk Services LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 14160 Dallas Parkway #500 ALTER THE COVERAGE AF ATE FFORDED 8 NOT E POL��)E3 BE OW. Da11as. TI 75254 (800) 632-5004-44502) 715-0959 INSURERS AFFORDING COVERAGE Fax: (972) INSURED: INSURERA: C>Vanion property and Casualty Insurance Comp AM 1 C HLATACK ROOFING, INC. INSURERS 10737 NEW KINQS ROAD #106 lNSUMFRC: JACKSONVILLE, FL 32219 INSUREKO: (gpq) 766-6190 Fax: (904) 766-6191 INSURER E: COVE Fl THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.MAYNQTBE ISSUED OR THIS CC MAY PERTAIN,THE INSURANCE AFFORDED By THE POLICIES DESCRIBED HEREIN 199 SUBJCCT TO ALL THE T RMSWHICNEXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE UMTYS SHOWN MAY HAVE BEEN REDUCED BY PND CLAIMS,P EXPI LIMIT$ TYPE OF INSUMANCH POLICY NUMBER FLG1080626 07/03./2008 07/01/2009 FACHOCCURRENCE S GENERAL LIABILITY FIRE DAMAGE(Any On Fut) s X COMMERCIAL GENERA.LIABILITY MFA EXP(AnY One p9nl0n) f CLAIMS MADE MOGCUR O00 A PERSONAL&ADV INJURY i GENERAL AGGREGATE f PRODUCTS•COMP/0P AGO f GENI AGGREGATE LIMIT APPLIES PM' X POLICY PRO- LOC AUTOMOSILF LIABILITY (GAaco ED SINGLE LIMIT i (Ea accldalU ANY AUTO ALL OWNED AUTOS BODILY INJURY S (Pr person) SCHFOLILED AUTOS KR(;p AUTOS BODILY INIJRv i (Pet acCWRM) NON•L)WNEO AUTOS PROPERTY DAMAGE i (Pet=W lot) AUTO ONLY•FA ACCIDENT i GARAGE LIABILITY OTHER THAN EA ACC f AUIO AUTO ONLY: ACIG f EACH OCCURRENCE S 4A1.1Y ESS LIABILITY OCUR 0CLAIMSMADE AGGREGATE f S S DEDUCTIBLE f RETENTION f WORKERS COMPENSATION AND WC77779990GO1 04/01/2008 04/01/2009 1 00000 EMPLOYER$'LIABILITY EL EACH ACCIDENT f A E.LDISEASE-CAEMPLOYEE S 1000000 E,L.DISEASC.I-OLIOYLIMIT f 1000000 OTHER LIMITS 3 LIMITS f 1. This certificate remains in effect, provided the Client's account is in good standing with AMS. Coverage is not provided for an employyee for which the client is not reporting wa esto AMS; a ppliee to 10041 of the ompAployees of AMS to HLALQCK ROOFING, INC., effective 04/01/2008. F riled workers C PEgationE&ATTACHED EMPLOYEE ROSTER,` as a co-employer under the policy for employees leaaed from AMS. ASE CERTIFICATE HOLDER ADDITIONAL INSURED',WAURERLETTER: CANCELLATION SHOULD ANY OF THE A90VE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO 80 BNALL CITY OF ATLANTIC BEACH aVILOINO DEFT 800 SEMINOLE RD IMPOSE NO OBUGAYION OR LIABILITY OF ANY KIND UPON THE INSURER R9 AGENTS OR ATLANTIC BELCH, FL 323335444 AVTHORIZEO REPRESENTATIVE AGORD 255(7197) ®ACORD CORPORATION 1888 07/30/2008 11:44 9047312449 AMERICAN INSURANCE U PAGE 01 AMR-0. CERTIFICATE OF LIABILITY INSURANCE ASInE DAO 3o 8 PRODUCER THIS CERTIFICATE IS ISSUED A5 A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE American Ins. Underwriters Inc HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 7825 Baymeadogs Way Suite 125A ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, Jacksonville FL 32256-7551 Phone: 904-731-1866 Fax:904-737.-2449 INSURERS AFFORDING COVERAGE NAIC# INSURED _--� INSURER A; North ,Pointe Insurance Co. 27740 INSURER a: Progre--sive Insurance Co. _ 24252 Ashe Electric Co. , Inc. INSURER C: Jaren Ashe rN 422 W. 71st St suRERO: Jacksonville FL 32208 COVERAGES TIAF POLICIES OF INSURANCE LISTF,D BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TF,RM OR CONDITION Or ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCF.AFFORDED BY THE POLICIES DFSCRISED HEREIN IS SUBJECT TO ALL THE TEEM+,EXCLUSIONS AND CONDITIONS OF SUCH r"OLICIEu(S.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _ ILTR NS Rd TYPE OF INSURANCE POLICY NUMBER DAT D Yy DATE IMMIDOfyY LIMITS GENERAL LIABILITY EACHOCCUNRENCE -115 0-20000 _ A X COMMFRCIALGENERAI,LIABILITY 3094114085 07/29/08 07/29/09 PREMISE_:y(Enoccurenec(.•- S100,000 - CLAIMS MADE_ I'"I OCCUR MED EXP(Any Ons"reon) S 5,000 _ PERSONAL R ADV INJURY F 500,000... _ -- GENERAL AGGREGATE $1,000,000 CITN'L AGGREGATE LIMIT APPLIF$+PER: PRODUCTS•COMP/OP AGG $1,,000,000 POLICY 7 PRJEGT O- LOC AUTOMOBILE LIABILITY COMBINED SINOLE LIMIT ANY AUTO TEs oeeldnnl) S ALL OWNED AUTOS BODILY INJURY $10,000 $ X SCHFnt•II_EDAUTOS 8190904-4 08/02/08 08/02/09 tPorPeraon) HIRF_D AUTOS BODILY INJURY NON-OWNCDALITOS (Per accident) - S 20 r 000 PROPFRTYDAMAGE $10 400 ---- ..__ - ..--- (PotVaddent) r GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC S y AUTO ONLY: AGG S EXCESS/UMBRELLA LJABILITY EACH OCCURRENCE S _ l OCCUR L CLAIMS MADE AGGREGATE S S DEDUCTIBLE s - -- RETENTION 5 Tir WORKERS COMPENSATION ANb TORY LIMITS ER EMPLOYERS'LIABILITY F.L.EACH ACCIDENT $ ANY PrOPRIETORF,IPARTNEPJEXECUTIV - OFFICERIMEMBER CXCLUDED7 E.L.DISEASE-EA EMPLOYEE S It yes,ft.%rlbe usuer - SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS FAX: 247-5845 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBE,])POLICIES BE CANCELLED BEFORE THE EXPIRATION DATO THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO 30 SHALT. City of Atlantxc Beach IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER.ITS AGENTS OR 800 Seminole Rd REPRESENTATIVES, Atlantic Beach FL 32233 AUTHORIZCD SPREAENTATIV ACORD 26(2001108) ""� ©ACORD CORPORATION 1988 07/30/2008 11 :44 FAX 19048263238 360 BUSINESS SOLUTIONS 002/402 CertltlG9te iVYmper:AC08-I0300185-699675 CERTIFICATE OF LIABILITY INSURANCE EMPLOYEE ROSTER Attached roster includes employees paid through 07/27/2008.To verify employee's who may have been added since 07127/2008,please call 1-800-728-0623. Please note employee roster for this client is updated on a WEEKLY basis. fi.MPLOVEE LIST: ANGELL,HAROLD BRAUE.LL,HILLY E. FRAILEY,CHKtSTOP1IER FRAILEY,MICHAEL A. FRAIUY JR..MICIIAEL A MOORE,GLEN TYO,ANDREW Page l of 1 7130/2008 Jul 30 OB 09: 38p Siding Industries 9048196767 P• 1 �I SIDING I"USTRIES P O BOX 1591 ST AUGUSTINE,FL 32085 PHONE/FAX(904)819-6767 FL STATE LIC#CRC1327934 EMAIL:sidingindustries@comcast.net 7 uiWEB PAGE ww'w.sidin :_uua_ui cs.0vii To:ATLANTIC BEACH BUILDING DEPT From: JOHN KELLEHER Attention: SHIRLEY Date: 7/31/08 Office location:ATLANTIC BEACH,FL Office location: ST AUGUSTINE,FL FAX#247-5845 TEL#247-5826 Phone/fax number:904-819-6767 CELL#904-914-7923 Total pages,including cover 3 HERE IS THE FLORIDA PRODUCT APPROVAL CODE INFORMATION NEEDED FOR OUR PERMIT APPLICATION.THIS IS THE HARPSTER JOB AT 500 NAUTICAL BLVD NORTH. PLEASE CALL ME ON MY CELL#WHEN THE PERMIT IS READY. .hanks _ f J n Kellehe Jul 30 08 09: 39p Siding Industries 9048196767 rdgPC•?al rtonda Building c..,oae imine Search — - SCIS Home Leg In Hot Topics SubriAt Surcharge stats&Fads Publications FOC 9LarF BC[S Site MSD Unlo Mtn Product Approval 1 USER:puhiic User ■ OMWI Product.Approval Menu>Product or Application Search>Application List>ADDNtatlen FL* FL5544 Application Type New Code Version 2004 Application Status Approved Comments Archived Product Manufacturer Alcoa Home Exteriors,Inc. Address/Phone/Email 2600 Campbell Road Sidney,OH 45365 (937)498-6720 alan.hoying@alcoa.com Authorized Signature Alan Hoying alan.hoying@alcoa.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Allen N. Reeves developed the Evaluation Report Florida License PE-19354 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date Validated By RADCO,INC. Certificate of Independence Referenced Standard and Year(of Standard) yvUAd arld Year Florida Building Code 2004 Florida Building Code 2004 http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqu4eSEJLxNrRp... 7/30/2008 Jul 30 08 09: 40P Siding Industries 9048196767 rage/-01 rtoncla bultumg 1:oue tinnne Florida Building Code 2004 Florida Building Code 2004 Florida Building Code 2004 Equivalence of Product Standards Certified By Sections from the Code Paragraph 1408.6 Section 1404.5.1 Section 1404.9 Section 1609 Section 2605 Product Approval Method Method 1 Option D Date Submitted 09/30/2005 Date Validated 11/30/2005 Date Pending FBC Approval 12/02/2005 Date Approved 12/07/2005 Summary of Products FL*6 Model,Number or Name Description 5544.1 Board & Batten Vinyl- W Limits of use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Created by Independent Third Party: Impact Resistant: Evaluation Reports Design Pressure: +/- PTID_5544 T_ALUMIN.UM_COI.pdf Other:Not for use in HVHZ.Allowable Design PTID_5544 T ALUMINUM DUTCHOAK Load +/-63.4 PSF REPORT.pdf PTID_5544 T ALUMINUM HORIZON REPORT.pdf PTID_5544_T ALUMINUM-INSTALLATION.pdf PTID_5544 T ALUMINUM.RUSTIC REPORT..pdf PTID_5544_T_ALUMINUM TRADITIONAL REPORT.pdf PTID_5544_T_BB80 VERTICAL DOC .pdf PTID_5544_T CEDAR DISCOVERY.HAND SPLIT REPORT.pdf PTID_5544_T_CEDAR DISCOVERY INSTA.LLATION.pdf PTID_5544_T_CEDAR DISCOVERY.PERFECTION AND HALF ROUND REPORT.pdf ! PTID_5544_T_CEDAR DISCOVERY STRUCTURAL 1 REPORT.pdf PTID_5544_T_CEDAR DISCOVERY STRUCTURAL 2 REPORT.pdf MD_5544_T_COI CEDAR D.ISCOVERY.pdf PTID_5544_T_STRUCTURE COI.pdf T TID 5544_T_STRUCTURE INSTALLATION.pdf 5544 T STRUCTURE.pdf C Independent Third Pa 5544.2 Cedar Discovery -Pefection, Half-Round,Hand-Split Vinyl Limits of Use(See Other) In Instructions Approved for use in HVHZ: V fre Approved for use outside HVHZ: e y Independent Third Party: I -StaM; ation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwtDqu4eSEJLxNrRp... 7/30/2008 Aug 04 08 04: 42P Siding Industries 9048196767 P• 5 fM1 5. For maximum wind load nail through Ws Required center of Nail Slots every 8". 4, mer • Chalk Line mil • Utility Knife anels should be acc mate to air tE Tape Measure temperature by placing them in the general sal.Slot Punch • Level work area at least one hour prior to alar Saw with • Corrosion-Resistant installation. Air temperature should be X24 Tooth Siding Nails or checked when installing the first course of tde Tipped Screws each new wall to determine the amount of (not reversed) panel overlap. As air temperature changes,$ide T. it is NOT necessary to go back and adjust RTANT the spacing of previously installed panels.WO s SID NAILABLE SHEATHING, SUCH AS Special thought should be taken to VOOD OR OSB IS NECESSARY FOR eliminate short pieces. 'y ROPER AND SECURE - Allow 1/4" clearance for all: stops, such T, ALLATION. as corner posts and J-channels. When ` OLS MUST BE INSTALLED FROM installing products in very cold 04T TO LEFT. temperatures (<400F), allow 3/8" clearance for expansion and contraction. IIS nailing through slots, always nail in KKR of slot. DO NOT NAIL TIGHT. In order to finish the wall without a short *Is must be able to move to allow for course at the top, measure down from the r' sion and contraction caused by soffit and adjust as needed. iperature change. • This product is for exterior use only, and .panels (full and partial) must have the should be installed on flat, vertical walls to ,ming nailing sequence: maintain an even appearance. It can be installed on mansard roofs with a slope of I- First, nail through center of Nail Slot 45/12 or greater (15-degree angle or at the right end of panel. less). See Mansard Roof Installation instructions. 2. Nail through center of Nail Slot toward the left end of panel. Note, Do NOT Maintenance nail through the far left nail slot. . • To clean, use mild soap with warm water 3. Nail through center of the Nail Slot in to remove dirt, dust or surface stains that the Left Side Flange. may collect from time to time. 4. Nail through Nail Hole (NOT Nail Slot) Product should not be painted. at the center of panel. 47 f F: 5tdin Industries 9048196767 __.-• P'_6:,__�.�® dug 04 OB 04: 42p �, A - - ,w;f . SECTION i!f CEDAR DISCOVERY° INSTALLATION Nailing Procedures NOTE. Be sure panel is pulled up. Do not nail tight. N2 N4 N1 All panels(full and partial) must have the following nailing sequence: (see Figures 4-5). 1. First, nail through center of Nail Slot at the right end of panel. (See "W"). N3 2. Nail through center of Nail Slot toward the left end of panel. (See"N2"). Note: Do NOT nail through the far left Figure 4 nail slot. 3. Nail through center of the Nail Slot in the Left Side Flange. (See "N3"). Nail Through 4. Nail through Nail Hole (NOT Nail Slot) N4 Every Center " Slots is�49 5. For maximum wind load nail through center of Nail Slots every 8". :..._.:- ...,..:-.: .:.;.....:.. .: Figure 5 NOTE: For full panels, center hole is marked on nail hem (see Figure 5). For cut panels, measure to locate center point on nail hem. -1 :i Rug. 04 08 0443p Sidin Industries 9048196767 p. 7 _ <Ns � ; ' ,z BASK ACCESSORY INSTALLATION f f stalirlrg ti..ur rrcr r VSLa continued Inside Corner Posts Before installing corner posts, a water- resistant material such as field-formed . . . flashing or house wrap (10" minimum) can , .� be applied to prevent water infiltration. This procedure is recommended on all new construction projects. • Two J-Channels can be used as Top t�tail ative to inside corner posts. NOTE: When using this procedure, field 0 formed flashing is required. • Follow the same installation procedures for inside corner posts as outside corner posts. . . 0 Mail in Q, Center of Slot Every 0 12"-16" Aug 04 08 04: 43p Siding Industries 9048196767 P• 8 <C ACCESSORY /NS [ALLAI IUIMMI µ ung Corner Posts continued y outside Corner Posts continued Nail at Top or • Ma a sure the corner post is square before Upper Slot attaching. tasery . wvtn 7iNcaJ : W W x,t Drive the first nail at the top of the upper nail slot on bot .�i Remaining nails should be in the center of the nail slots every 12" to 16". Check top, middleand bottom of comer for squareness. F NOTE: See Section 14 for installation of " y- : -- 3-Piece Lineal Corner Post System. Other corner� post options are shown below. F� a Cut When an application requires more than one length of corner post. fi • Cut away 1" of the nailing flange and channel on the top piece as shown. • Insert the lower piece 3/4" into the top post. Fsi This will leave a 1/4" gap between the nailing flanges of the top and bottom post. 1/4" Top Piece Overlaps Bottom Piece 3/4" { -r; '.s n ,i •4 E21 ,k City of Atlantic Beach APPLICATION NUMBER (To be assigned by the Building Department.) Building Department cf 800 Seminole Road s� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM �nn d�,�� /✓ IlFire ent review required Yes No Property Address: o ,. !� d. &Zoning Applicant: q orks tilities ' o 0 1_0 afety Project: vices Other Agency Review or Permit Required Review or Receipt Dateof Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPL ATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: D PUBLIC WORKS PUBLIC UTILITIES Second Review: FjApproved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: �,, Date: PERMIT WORKSHEET Certificate of Occupancy�� Job Address: �� Type Work: la V Property Owner: Phone # 47 Contractor: lntEtrPhone # Permit#: wKicr Date Issued: Tree Permit# Foundation Permit# Demolition Permit# BUILDING ELECTRIC # MECHANICAL--# PLUMBING # Tem .Power# =FootingJEA Release Date Temp. Power Slab Letter Recd. Underslab Tie Beam Temp Pole# Lintel JEA Release Gas Piping _Date Water/ Nailing/ Sewer Sheathing Rough/ Framing Rough Rough Top out I Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final Fire Inspection: Failed Inspections: _ Date Paid: — -] CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD s� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 05-00031911 Date 1/27/06 Property Address . . . . . . 500 N NAUTICAL BLVD Tenant nbr, name . . . . . . RES REPAIR Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ----------------- ___ ------------------------ HARPSTER, FOSTER ALL SERVICE ELECTRIC GROUP INC 500 NAUTICAL BLVD. N 1556 WHITLOCK AVENUE ATLANTIC BEACH FL 32233 (904)JACKSONVILLE FL 32211 -- ------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . 00 Permit Fee . . . 70 . 00 Plan Check Fee Issue Date . . . . 1/03/06 Valuation . . . . 0 Expiration Date 7/02/06 Fee summary Charged Paid CreditedDue--- ---------- - - 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. BUILDING OFFICIAL Cc: r CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT Hi m 800 Seminole Road S. Doer \!� /�_�"r Atlantic Beach,Florida 32233 r`ice (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENT'S 0 tion # �,!Aq 9;mPermit Appl><ca / Property Address: I.US�L.L Applicant: F b101-( r Project: Q.d�-�nrn -fy-) ) I n O This p it application has been: Approved Reviewed and the following items need attention: t)c" Lac Please re-submit your application when these items have been completed. ,--- 5 Reviewed By: `J ' Date: Date Contractor Notified: s-=Lyr RECEIVED CI BUILDING ATLANTIC BEACH CITY OF ATLANTIC BEACH ;UILDING PERMIT APPLICATION W1 M'U , 0 4 QO (Alterations & Additions) BY, Date: Job Address: S Z Owner of Property: -t- _t CL 116 Address: (-1 (,, 0 _U2.1 1 G( A Telephone: (p y 13 Legal Description: Block Number: Number: 1 Zoning District: Contractor: U-)U-)Y) r of State License Number: Contractor Address: Telephone: 2 \'1 nL y Fax:_ 1 1 Describe proposed use and work to ee done: s}W Present use of land or building(s): � y�p Valuation of proposed construction:r U0 , Q Q 0 What are the dimensions of the added space: 31 feet x 3 feet Will the added area be heated and cooled? U QA New electrical or increase in service? IrA Add lumbing fixtures? Add fireplace? Add heating/air conditioning? Is aproval of Homeowner's ssociation or ther private entityrequired? If e application. 9 —!� yes, please submit with flus Will this ro'gei: involve changes in elevat' P J g io , site grade or any use of fill material, or the addition of 5% or more to the original impervious area or the removal any trees? ,t --ONO. Applicant certifies that o change in site grade, i pervious area or fill material will be used on this project. El YES. See Step 2 below. Approval of the Public Works grade;' is required prior to issuance of a Building Permit. ❑NO. Applicant certifies that n�trees will be removed fo this project. ❑YES. Removal of Trees will be required for this project. 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. STEP 1. Verify zoning designation and proper setbacks for the proposed const io k, If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In ord to Otrrectly 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 tetermine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, writter verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlan;ic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, 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 800 Seminole Road -,Atlantic Beach,,Florida 32233-5445 Telephone: (904)247-5800-Fgz: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page 2 Revised 8/04 i" / LANTj c� X, o4t C-1 ~ _ Cl) - _ P4 '��ORIOP N — a 0 v OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted P& V�156 1 kt.E, x�Qe62 l L zr� FOo i E2- 0 2 W I a I 2 SIBS L.aca&_r2.- F, A-Quxb+c p 1-(11 Gaol A-"T77 (ZE of r41(4 Z$�-0 REINSPECT FEE j5 It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 P.M. Monday through Friday. BLDG • - r�� >- `t\ CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031514 Date 10/26/05 Property Address . . . . . . 500 N NAUTICAL BLVD Tenant nbr, name . . . . . . INSTALL FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ HARPSTER, FOSTER STYLES SMITH PLUMBING, INC 500 NAUTICAL BLVD. 1537 PENMAN ROAD ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-4131 ---------------------------------------------------- ------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 161 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ------------- ---- ---------- ---------- ---------- ---------- Permit Fee Total 161 . 00 161 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 161 . 00 161 . 00 . 00 . 00 d PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING-OVRCIAL CITY OF ATLANTIC BEACH Vr PLUMBING PERMIT APPLICATION Date: in _ ` 05— Property Address: S D C) Y1 (Q �- C (� R 11 CJ :, A)/ Owner: C� 4 V'- a0 f Telephone#: - Contractor: Telephone#: J Contractor Address: 5 1 Fax#: as© _Y309 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 part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ,* New I� A A tA N�c n list the building permit number: X Re-Pipe Number of Fixtures: Bath Tubs Showers _ Closets Shower Pans Dishwashers L Sinks Disposals Urinals Floor Drains L Washing Machine Lavatory ` Water Sewer T Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00= 800 Seminole Road.Atlantic Beach, Florida 32233-5445 Phone: (904)24746800. Fax: (904)247-5845. http:l/www.ci.atiantic-beach.fl.us Revised 1/04 S! '\j`ls CITY OF ATLANTIC BEACH .4 800 SEMINOLE ROAD J r) rJ 7 ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031837 Date 12/19/05 Property Address . . . . . . 500 N NAUTICAL BLVD Tenant nbr, name . . . . . . REPLACE CU/DUCT/AIR HAND. Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ HARPSTER NICK' S SOLAR & AIR SYSTEMS 500 NAUTICAL BLVD. 4891 TIMIQUANA RD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32210 (904) 737-5499 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 131 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 131 . 00 131 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 131 . 00 131 . 00 . 00 . 00 t 1 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. B U ILD I 4Gi SIF-14C IAL t. CCR =i. CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Property Address: yUC� G/V c• V �` Owner: P � Telephone#• Contractor: /V;G�`-� «^/� �5,6 l /7J V'Telephone#: r. Contractor Address: Fax#: Contractor Signature: In consideration of permit given formg.the rk as described in the above statement,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 City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building Electric or site,list the building permit number: LlGas: LP _Natural _Central Utility ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _Space _Recessed Central _Floor Residential Air Conditioning: Room Central X ❑ Duct System: Material u Thickness X4 ❑ Commercial Maximum capacity cfm E3 Refrigeration ❑ New Building ❑ Cooling Tower:Capacity crUm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manliff Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Boilers ❑ Extension or Add-on to Existing System ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency 64019- so 0 C0,3 ke V HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency � r � 6 dcn �D. TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• httn://www.ei.atlantic-beach.fl.us Revised 1/04 Jw ✓✓mss. J �� CITY 'iF7i')i i�A n�.rtirrn nR i Sia 9 'Uf)U VMWOZ3 alU CKV SajNIVMC[MO HJV39 SII XVIIV AO AJUJ 'I'IV HJJAk 32 3 A'IAIO a3AOHJ V I X3d 9 00 ' 00 ' 00 ' OSE 00 ' OSE T-egOJ, PUL-aO 0000 ' 00 ' 00 ' TPIOZ 3{oaL10 ul2Td 00 ' 00 ' 00 ' OSE 00 ' OSE TPgOZ aa3 gTw-TGd ---------- ---------- ---------- ---------- ----------------- anQ pa:4TpaaO pT2d pabaL-ua Aa-etalons aaq 00009 . ' . ' uoT-IL-nTPA • • • • Ggpa anssl 00 ' aad NOau0 uPTd 00 ' OSE . . . . aa,I -4Twaad asap TL-uOTgTPPV ZIWERd JNIQZIflH . . . . . . .4Twaad ------------------- --------------------------------------------------------- EEZZE rI3 HDVHE O I,LNKrIIV EEZZE rI3 HDVRE O I,LNrdrI,LK Q11rIE rIK,7I,LflvN US S HHNMO WVI'I'IIM '-dELSdHVdH ------------------------ ------------------ ------ aoqo-eaquo0 aaumo 00009 ' ' ' ' uoTgPnTPA uOTgPDTTddv GalvQdll HE OZ ' ' ' . . • . buTuoZ Agaadoad 2ia17V/HIVAONHH/QaX 7VIZNRCISHE ' ' ' uoTgdTaasap uOTqPOTTddV NOI,LIQQK 2MIS QNZ ' ' ' ' ' ' awpu 'aqu qupuas cIA7E rIFIOIZfivN N OOS . . . . ssa-Tppv Agaadoad SO/6T/8 ag2Q 6Z86Z000-SO aagwnN uOTgPDTTddV 9Z85-Lt,Z HAII'I 3NOHd NOIJOUSKI ££ZZ£ 73 HaV39 X.LAIy'?av avou II'IOAIILIIIIS 008 Its �l- r H3V2M 31LNV I.ZV AO A LIQ J J CITY OF ATLANTIC BEACH CI ] BUILDING / ZONING DEPARTMENT L. Hi ins 800 Seminole Road err, Atlantic Beach,Florida 32233 - (904)247-5800 R E C E I V (904)2475845 Fax CITY OF ATLANTIC BEACH www.coab.us BUILDING &Z(-)NTNG PLAN REVIEW COMMENTS MAR 4 2005 I l Permit Application # CSS - Z9 S Z BY: Property Address: N. . �J^L-M CF}L 6t_.t/t>. Applicant: i L l_t A J. Project: ZrJD S c 2 t��t'fl of MAY 1 1,5 This ermit application has been: Approved Reviewed and the following items need attention: .s cl t l 7 Si '2:: L+. -.' c�n.ti C Please re-submit your application whe hese items have been completed. By: Date Contractor Notified: 5`1'� CITY OF ATLANTIC BEACH . s BUILDING / ZONING DEPARTMENT L. Hi ins 800 Seminole Road Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us R E C E I V E CITY � &ZNCH BUILDING OMG PLAN REVIEW COMMENTS MAR 0 4 2005 Permit Application # OS - Z 9 2 Z9 ' I BY: Property Address: oto fd • kIAvM C l_ Applicant: A K P571—: 12 Lx-�1 L-L.t AOA Project: AC>D(-Ti CS-i'-4 This permit application has been: Approved 0 Reviewed and the following items need attention: Please re-submit yo lication when these items have been completed. Y Reviewed B 7Ch/l_ Date: 6'�3'U Date Contractor Notified: PSC 2000 Series 2410 Log for Personal Printer/Fax/Copier/Scanner City of Atlantic Beach Bui 904-247-5845 Mar 09 2005 8:56AM Last Transaction Time Type Identification Duratio Pales Result Mar 9 8:54AM Fax Sent 92414671 1:37 2 OK RECEIVED CITY OF ATLANTIC BEACH CITY OF ATLANTIC BEACH BUILDING &ZONING r UILDING PERMIT APPLICATION (Alterations &Additions) BYDate: ,� ' J- o5 Job Address: 5 Owner of Property: h Address: C `' _khj VCA -A-) 1 Telephone: Legal Description: Block Number: 3 L, t Number: 1 Zoning District: Contractor: Owner State License Number: Contractor Address: Telephone: ,t--\ n q Fax: 1Z14 -11 Describe proposed use and work to e done: S Q�l -6 'C cel, bed 02 rnOL h(TA Present use of land or building(s): N-\CjrYlf' Valuation of proposed construction:_ l d0 0 What are the dimensions of the added space: 3 feet x -39 feet Will the added area be heated and cooled? LA OA New electrical or increase in service? Addlumbing fixtures? I A 0A Add fireplace? 00 Add heating/air conditioning? Is ap�roval of Homeowner's qssociation orther private entity required? If yes, please submit with this application. f Will this project involve changes in elevatio , site grade or any use of fill material, or the addition of 5% or more to the original impervious area or the removal Zany trees? NO. Applicant certifies that /change in site grade, impervious area or fill material will be used on this project. / ❑YES. See Step 2 below. Approval of the Public Works partment is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that nh trees will be.removed for.this project. ❑YES. Removal of Trees will be required for this project. 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. STEP 1. Verify zoning designation and proper setbacks for the proposed consttion. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In ord to dprrectly 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 etermine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, writte verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlan.is Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. f STEP 4. Please submit Building Permit Application, 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 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ei.atlantic-beach.fl.us Page 2 v Revised 8/04 V In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. 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. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. y c� Signature of owner: 3- ('Q ` Date: � `�2 'd C 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: "�` Address and contact information of person to receive all correspondence regarding this application(please print). Nair C P �II 11 Mailing Address: �j�C� cc,Q &V N 1 1 -) Z Z 3� Telephone: I:\ (p 1 Lk Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this '(_day of llnlr,✓C.4 20 State of Florida,County of Duval Notary's Signature: JENNIFER SCHLUETER MY COMMISSION#DD 121301 a EXPIRES:May 27,2006 ❑ Personally known lift Bonded Thru Notary Public Underwriters Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: �SCHLUETER ❑ personally known MY COMMISSION#DD 121301 `, EXPIRES:May 27,2006 ❑ Produced identification ofa• Bonded Thru Notary Public Undervmters Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ei.atlantic-beach.fl.us Page 3 Revised 8/04 CITY OF ATLANTIC BEACH OWNER/BUILDER AFFIDAVIT Dater ' CG Job Address: ( /y C'c (-L)k V Cj A l . NI?D I 3Z-Z33 CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: 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 LEASE A 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 IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE 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. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS-WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. 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. JENNIFER DD 121 s*; MY COMMISSION ON##DD 121301 ✓ __ll `( s' a ea PIKES:May 27'2006 PROPERTY O WNERBUILDER Thru dryptbwc%rloftq SWORN TO AND SUBSCRIBED BEFORE ME TIES�DAY OFMAS l� \ 200�.� V%LT Y PUB COMMISSI N EXPIRES: NOTE: PHRASES UNDERLINED ABOVE. CI OF AT1_AN-_1C' SFA(,H JUN 2 9 2005 BY: LUMBER UNLIMITED ESTIMATE DATE 6/1/2005 9556 HISTORIC KINGS ROAD SOUTH Quotation# 55105 JACKSONVILLE I FL. 32257 .` (904)292-2192 (i Quotation valid until: FAX:292-2868 CUSTOMER: ]f 7/1/2005 FOSTER HARPSTER LG, �� DELIVER TO: 500 NAUTICAL BLVD. N. � v SALESMAN,M1, e CONTACT: HOUSE 1 / Comments or Special Instructions: PRELIM. ESTIMATE ONLY, SUBJECT TO REVIEW WITH FINAL ENGINEERING AND LAYOUT. FOR BUDGET PURPOSES ONLY Description AMOUNT 16"DEEP FLOOR SYSTEM 16"O.C. 6/12 GABLE ROOF TRUSSES 24"0.C. 5,365.00 SUB-TOTAL $ 5,365.00 PLUS TAXES ADDITIONAL NOTES: PRICE IS VAUD TO 30 DAYS PAST QUOTE DATE ONLY.PRICE IS SUBJECT TO REVIEW IF MANUFACTURE DATE EXCEEDS 30 DAYS FROM QUOTE DATE WITHOUT NOTICE 06/12/2005 21:15 19043561223 LUMBER. UNLIMITED �� PAGE 04/04 2556 HISTORIC KINGS ROAD SOUTH r WIND TIE (JAC 904)292 2 92E FLORIDA 32257 Fax: 292-2868 sv(z �5 Job Number,55105 Date: 6105185 TO: INSTALL,ADDRESS: FOSTER S00 NAUTICAL BLVD-Ni . HARPSTER lT -H JUN 2 9 200b SALES ORDER NO, INSTALL PERS. DATE HOUSE BY: ' SQUARE FEET DESCRIPTION UNIT PRICE TOTAL 800 MATERIAL&INSTALLATION 1000.00 800 COMPLETE WIND-TIE ENGINEERING 1800.00 REPEAT ENGINEERING 250. WE USE'/�"ZINC PLATED THREADED ROD,NUTS AND WASHERS ONLY SUBTOTAL 2800.00 SALES TAX RATE% SALES TAX SHIPPING&HANDLING 0 TOTAL DUE alu ft met-Rdols and instaAa_ a based on 'j"tided rpd an TSE ENGfitEiERING Qpp/y7DIVAL. S RE D Originating architects electronic floor plans $110.00 per hr. ($150 min) Steel beams and columns additional per bid ($150 min) Structural slab/deep foundation(piling) additional per bid($2000 min) Renovations and additions per bid Preliminary design consulting $110,/hr Post design services(field Inspectiions,letters.drav Ings err..) $11 O.hr PRJCF SUBJECT TO REl/It"W ff M FINAL ENGWEE, ANp LAYOUT. THANKYOUI R E. E I �Yr ?_ CITY JF AT_AN'T!r 0br 1 r' 05 21:15 19043561223 LUMBER i_111LIMIYED R1 ill j'',.r I(' �' PAGE 11104 JACKSONVILLE,FLORIDA 32209� f� n� PHONE:355 6611 JUN G 9 20 UCT@ JOB TO �U kEI1Ch1NSI0NS Anoaess FORSTER & TAMMY HARPSTER 4❑0 IV 500 NAUTICAL BLVD. N. FRAMING PACKAGE, Xrj&TICN M 5C"NAOE SMELT TO THE+RDDF OF TME WfEA'B RMANCo.Fk"90NSm1%rM AMq A"FPTANCE BY OUR^FFH:E. MRS-E ACCEPTED SUWtCT TO BTRWU OF r ORNNIK ACbb9%T%.AVARPB1L11y OF MEPC"A4DtSE OR CTMOR C-L e5;-%''CMO OV-CONTROL. IOTAM� C:7 5 USTEO rTPrd!ONLY AMO L981:9JECT TD CNANOE M D.rc a THE REluS OVO'TEO ARE LOT OROlRED Im"01 THAT-IV[-rE mml w TM=OVO-AY'Or( RTI!EP 90 ),47 CHANDE:w1M RL•SFCT'C AAv CUOTEOot4vcAEp.nnr+N__OnYS DF THE]ATG rlRLOp.MCASr.[rccA[nacFrnlT. ryA{•�C —Ce OF!H12 OUOTAt,OM 19 cVF'n&V L..""D M THE TFw,B MEPEN 9E'FORTH. PAGE SPOWME FOR COMPUT'ATMN SRRORS. ((��//�a,. .a,, L UST.OODE. `.flt 1EE !i0 TR. St Ii i i�JFI[l,1 T�/. fiE F l; k 1lT j ✓Ti ter SIS 2431 06/13/QJ 35 HARPSTER Y 3 UNITS '_EM NO. CITY, DESCRIPTION PRICE/UNIT EXTENSION �•-�� :.. .. .•.A "k.., .� �� -•OQ�+"T-';.��LTr��"�k{'L.�. :: ._'�t'•,:w.:� '`,+.m i ;ate; .'r5%'c'r�:. , ...,-;. 055 3 5" X 501 SILL. SEAL 6. 600 ROLL 19 8�r r.i..r+....+�..: -.;�,a �.;>.'"" ",(• ;5:"•'!�•, ..+.:-_s :,;� x'i::G".-"%"iF`rsi.a.. ��'• pA,(�� T1'8y!` :1ClkC. -t :•'' 1 .._ r'a�'.ylfxi;:GM+T.1 _ .•^�'. �.. 1C .DtJ>Ri i C.� •. ?X:.�'i.�h i \'1: A .+VO 1V w.+' • LIMITED MOISTURE-, PDNTACT IMPERAT VE- f$11F rsr 'y` X6 i,. `'-.'."" -'': '' 'a 09 ' PC :%44 F :1 '9:'4 4 'T i� +. 10fl 5 990 EACH 71_8.60 3PC 120 '2X6 #2 SP CARE-Cllr 1+71<t 5/ c �,. .,_.._ - -,.- ..-�.:.,.• .4..x»:. �'r0:EACH • .6 79 bBYP'. '< :. .: ...2r11r7-�$ 2 !SYp ..,.: 1:.000` .. �.. • NOW ? ^X 1 P- 0#? 5YP 2. 01210 � �?L x.190.EACH cc. 38 a4YP .;;:.s; `' $.;- 2.. 51fP. ..i2 56 LUL.-12" TECLAM ..BEAM _ 51;,00@ 6.320 LNFT VSs. 92 .». .;J�n . —•p..a. .!�";w4 Y:•::.• �!r.. y�f•:�nq.:.: _ LpU 3 2X4-16' -UTIL/#3 SPRUCE, 3.�t08► _ 6. 96�1Y EACH 20.88 �•y:,-'�-7�G`�^�':`•:p - .t•�.r.L`•�'r" 2•i __FT ':�u�' •�b•�..`S`a`F''�`:`' ... ... ... ., ^4•":�..�:•a'y'-ri .:s ... ..4::'''�` .-:•�" _ .�:w?,,,t;+.sh.:".�+.•t. : 1.. ..-:•s•(w!\' * EXTERIOR WALL SHEATHING IEK - 1 '9' X 150' TYVEK HOME WRAP 75_ VIOO�ROLL 175;!00 w� r,Y_• ,e ar s `'i7XJ .ry-.RAY i'- .,- caw• �t�Y••e•.�r,-1+.-7+/••^�-*T�-1^-• �'-s *�"�"«, i9n... , d•CL :-.•,-.�;� .:�: 1tr \t a -• :,'.i. 'r:)-'T'%:.sC' . .. .1.....� __ _r9r]i '' f.. '• I��t.1t.�'171r'IL. �7 �`,,..':.....r. l.`.,.,..'^C. �c!�:w4'4 �'. t '\..i }��i l'�.•r'•.. .40OR 3 22X6-14 #2 YP BORATES _ _ 3.000 11.3x30 EACH 34.Y17 i Em';y t. !.' S I-Yl�w, :{Yu,�.! .^.5•_•{ R .an.�itl.� a..i nn.'.` 'C'.fb:Lit/ii: :1�y�•.�_;'-:•...' .4BOR 1 1_X4-14 #22 YP BORATES 111000 8. 290 EACH 8. 29 '��. jr. l'�'f Tt1�f .4YP 6 EX6-14 #2 SYP E. Oth[II 8. 090 EACH 48.54 Mlall As= �8 )PC 33 2X6 #2 SPF FRE-CUT 104 5/8" 33. 000 5. 990 EACIJ 197.67 i...zn: •�,;... ;; _ 'Al.:u.: _A..'1��,.. 1_ _ _-.1_... _...._ v .1V -, .� ).'• , :14YP 3 2X12-14 #2 SYP 3. 000 20. 890 EACH• 62. 67 _ 2/14 - R�sKr' :�it� q. , .t~ :saaiial�ie�wa-i,{wsl:1. "' yAr '►' :;tr. Xc �i}° �. * 2ND FLOOR - FLOOR SYSTEM * 14YP 3 2X I E-14 #2 SYP 3. 000 20. 890 EACH 62 67 YP _ 4 2X8--8' #2 SYP 4. 0-00 5. 990 EACHf 2W '35 T'1G ,r:. ` uta;�. - ?�3� ':::,'1" fi:,AF�VANTECM�F�.d[1R7NG`. _' .,� ' 9' ACI IL31D 12 T_202-29 29 OZ. SUR FLOOR ADH 12 000 4. 850 TUBE 58. iE0 ..-., - Y ..T,:'. :;;1�' .1tti:. .�1i. •• m�,;.,nlek;_ !.w z1,+.5,..F,.....�T' m�.`.�.'•�.._~.Y;:.-Y?Y.,..=-r. _ •✓ �•.N .. -. ..:... %..•fir':'::^ � _ .. .w•;• :. ;`sfi.., .– _ �r 2ND FLOOR - EXT.+ WALLS * M REPRESENTATIVE t OM R SGNATURE DATE / / i c r� CITY OP , T' QUOTATION �,�,� .,.,,r: � i' P.O.SOX 12267 + t� n I y 1 JACKSONVILLE, FLORIDA 32209 JUN G � GOQ� PHONE:355-6611 )OTE JOB TO DESIGN DIMENSIONS ADDflEss COD ACCOUNT FORSTER '&. TAMMY HARPSTER 500 NAUTICWL SLVD, N. FRAMING PACKAGE, myw*N i3 BE,NO#,ASE SUBJECT TO THE-RDCF CF'K W E:A•3 F,NANCK RES'>ONSf ILR'f,ANO Accr AHCE BY OUA OFF CE. nos ARF ACCE O SUNECr Tp Snx,+EE OF v+f)A.IAEN.+CC.OETx•8.+vANf.lm�OF HMC—01S!OR OTHER CAU3E6 BEYOND OU.C✓'do*t.. OTATN]H COVE119 Le6'!O.7144 ONLY AIS iS WB,t[C'f'10 E'NANCC W OAT4'F THE REM8 OUO'EO ARE"OT CROEREO wYMN ThR7 TIM!TH!1'RICEB Mx TN5 CIfO'rA7�b+ A�. �TMER SUBJECT TO H+wOP Wr1H RlBPCCT t0 ANY OubTlO ITIM,YNria'Nria', �rxOr OELhEREO Y.RHI`/.--•—WYS CF'MF oATK NlAIM.Et2AB!CNECN CAREFULLY. G, ,NCE Or Tw3 G,OTATION S VMRC&SLY UMM TO THS TERMS HERON WT FORTH. ^�• ,MNS,BLB Fdl COM•yTAfIQM COa0A7, .- lST:_Ct�E 4 { ��{y�,�, (`y'J.iy ` p$ q �}tixTg.r,. - tSF" d A,.W,V.F...•.11✓ IRFs Zj y.cF tYT +Ss�SA.�'• a`l1?.t:K+-�i 3IDc431 tZ16/13110 35 HARPSTER • CZ 14YP: H 14YP 18 2X6-14 #2 SYP �2'E3._PJ(Z10 8.092 EACH 145.62 3RC-7:7":.•': .;: `• 316Yp 3 2X10-16 #2 SYP _ _ 3. 000 19. 1'3�+�^xyE�AyCH 5_7.577 •rr..f.'•.w. '+a+r• .vc•z_^ -••'f^.. - '�J- L1�(rT -*�:r•'Z5'Z.CrD ::�., badl'' 2 d..»�. * `2ND FLOOP - WALL SHEATHING � 'WE1CARD - - ''M :7: MT :H )EK 1 91 XISOT TYVEK HOME WRAP JI. ►DOt� _ 175. 000 ROLL 175.00 -�- -- - - - tfe�y r ,^^9;. � �I-c }Ifs' L£A R •': �`�` LZ.a:•IE�EiF.;,, : .4;.Y :c 4 nxw•-:r:C. ^• ��:1'�;i'.li-'".`>`r:.S t: t, •. .•. :.L:._»x..ae. Y+�'r'si::c�• ..e..'i is^rd .J_. 'j,�.: A�S,I�W'�rri"57cA�:v:f.• _.a.��ri aci+sC:..._ .. tf4YYPa�+�q, 6 2Xy�4•�--14 #2 SYP` 6.000 S.-790 EACH H�,• + 34. 74 (T.r:.:'M' .^'�',•r 1 :. ,V.•.:i T'•_ '-"r:.,."' •.!,+y!7; 4.�+a f.:N 1 f'... ♦.. a' '{ ��tf•.�. _ �'�I 14YP 12 2X4-14 #2 SYP 12. 000 5.790 EACH 69. 48 7 lay !l8YP - 3. CX 1 .. s.: ';r-�Z.. �,. :..�• ,•.L�',�., :� - —8 #2 SYP 3.000 6.790 EACH 2i7f. 37 . •A'. ^q•.,"'9y"y'y'�"^. _".;a�S.: t. *+rr 77is; .4 1' �+ryrt ',S•'�,sw1 _ .`r ., �: f• .t ..:✓:. •.:N.^i?.'�•i:, fa.: ..r ... ie Z...- > •:_.::.".'.+: k i`- . _ 'ROOF SYSTEM ��* _' � _ .,�p. y,..,.y.,w^ "l','T•' M '�♦-. r•1Ga^' .: .�v..0.+T`A�F3 'f'f � c�waiU!IIIrc 3.�'�%. -�...•._.✓.+.-n�. �r�...J.AgR.- •.,.�.,'�V HDG/G185 OR S/S HARDWARE REQUIRE ACG?/CA REQUIRES UPGRADED HARDWr R O.:.i.'�.t,«T.Y1:.>MP: .-•...-' os'. +i'.-.....bavat ' _s', .:�. :i .�1: c:,o A....--r. !1.�n.J"i .....,•aw�.i...� ?2YP I EEXS-22 #2 SYR y� 1.000 c6.29fb EACH 26. 2'9 .GYP '2:0 2X4-16 #2 SYP 20. 000 8. 19LA EACH 163. 80 �6 15## FELT 432 80...FT_ 6. 0�J9R 19. 950 ROLL.. 119. 70 ,� �'.. is�`iv o 'f"4"�':'�•.. .....+.... "'• "+. :.-J' .. .. .. l� x, ,> �., �,-',."-a. ...i iZ.''h',r• ..!_RL••• *** CORNICE MATERIAL *�•* ':...�. :5 ,'�•:wMrx- _•.x-.. 'f:.kms''- ;i})V_i✓x!. .�- Rqr..._w..f,• �:i:RJvJ�n,•''.c', .. �.'l,lw4..�. 1.. �;^'1 YY�1,li. �..�'• •.. .6U 14 2X4--16' UTIL/#S SPRUCE 14. 000 6. 960 EACH >97.44 .ri• .xi�rv...' , '�•'��'�:�.S.�it.:;.�'•�,•s �'^, Ai .._ '.a:,•.•..1.:�.1 ..._ _ M>w...-i... s a'�: -. . . .FRT 38 IX2X8 PT PURRING STRIPS ACC/CA 1. 190 EACH 45-22 �REQU `- .. ::�-.•:.,r::x_..:..,.,. ... •re . .>.,., S -.rte"".' tC _ 17 3)8 4X8 BC PINE 17. 000 18. 491 EACH" ?,14.3.3 Imp 129 ..•.�� ,�.,_-� - -_--Ilk"Wmo. LES AEPRESENTATPM CUSTOMER SIGNATVAE DATE 4WIMAWnfol ...-F-TAX"% TAX.AMOUMT • 06/12/2005 21:15 191343561223 LLIMI-E-' UTILItIIItllCITY Op Lid/U4 QUOTATION g ;n P.O.SOX 12267 n fyhn JACKSONVILLE,PHONE:355-6611 322b9 JUN 2 9 2005 TOTE JOB rO DESIGN DIMENSIONS ADDRESS COD ACCOUNT FORSTER t'Y TAMMY HARPSTER 500 NAUTICAL BLVD. N. FRAMING PACKAGE, 77AnOW,S SENO AROC"nXS TO THE PRE6•1E Of SHE%MRTj RNA cm; REEPONS H0.lTY,•t7..ACCEPTANCE W O.'• Cas APE ACCEP'EO SUGJECT TO S'"'NM OF WORRMCN,ACCIOLI...^AVAILAOiuTY[N•,,eAer•ANOISG 011 OTNER CAUSES BETDND OUR CONTROL. ,TATNCN COVERS umo RENS ORIY ANO tB SUB,JECT TO CHANGE•N_DAYS W THE TEAS OUDTED ARE NOT ORDERED WCMIN IM7 TWE TME PPiCE51N LLY OUO'AT1O11 r' TREK SUBJECT''C LMANOC,Wff+R5A�'EGT TO ANY CUOTED REN W CH IB NOT DEWERED WIMN_DAYS 0F'E DATE KKQE .r'LEA�F CXC cJwLPULLr. PAGE .NCE OR TMH QUOTATION 16 E.rPRESSLY LAWT0 V T"t 1014 MQMN MT PORTA" .. K�y*1401X OCRC►O,/N$PUTATTIO ERRORS.�(� y,,.Ey�►.y� ^g }♦l'.� r{JVIJG'�� W! 1!SVk %?•J�,.,�'VKFC':%e+�Y• to ,/� _ Y '.i- � .- ,r ' yc '�.`�''1�S `.• .. .� v.,. SID 2431 06/13/1211d 35 1HARPSTER -- F i PRICEi UNIT EXTENSION T•- ArT^+�. ��'..- :Y7 p�_y'�.'B.+•r .A-ye};�•� �`., - . :3f,+i4':1:.N �..ry.�.�-q � � Js...a'.v.i .•. .. .W`.M�ha,l•' �X ..Nn1'_':Y.F•Wfi�J:. _ ".R.!. 4•.^.T l.7L•.' •Z4• .' ►Pfi 6.Xfi-1%I` #= SYP PT ACO/CA 2.000 31 91 0 EACH 63.80 '051-am 0 1:_ - m ., w Rft b §� �h.J yl�s`�'�iYM 9��'�c '."i es TrN? •' *12P1T 1 axle-12 42 8Yri Ply ACV/CA 1.000 17. 590 EACH 7. �'� 1 ti � __E6# RRB ADEM . AE�AWA , , '.'.i !y ,b " .`kzi tit "• ,,' ,.` T `i6;A �, fiv-. �kX 10-14 #2 SYP PT PCOICA S.X100 20, 690 EACH 103 45 >PT 96 5/4X6 PREMIUM PT DF_CKINC, ACG!/C rr LLA 95.I�10r� 1 091B LNF T 104 64 T' Mr- -7 $'5 R :.Cj/S uF#Ah'J WARE kkid .v°IwJL '.++'... .. `�' ,�... -•rli. -w -:°.',.` +. .,:'" i..> �. r%'«P»+F' :u.4.. .a+,a' IHr Ji %.f«L'.... ir .•,�s..5 }'•:' ** _. M I SCELLANEOUS.PLOCYI NG - :4C 1 lE CCS WERS_50# 1.000Y 57. 290 SOX 57.c9 1. "b6 APU66 SIMPSdN POST BASE ZrAX ti 000 33. 3130 EACH 66- 78 Ta. QTS W'1#?JG WSIRMF:29 • RH 5/81, X E" WEDGE OR MECH/GAL.V �.A...AIVCH � �. 00L� S. 89L� EACH 5. 78 r-MML IMAX YPRcODUCTS REQUIRE HDG FASTEN RS �.�„•�S�H��' ��i�., t:PSI�;��; �a0 . _- ��;� c . _:►k .. 0� C 1 1 'r PLASTIC CAP SIM47LE4_- ;:OOO/BX i. 0@ 17. 6q BOX 17.69 ZMAX PRODUCTS REQUIRE HDG FASTrEN RS 7.'ryy.�nL. ,��•ys.•: ,p + ,L. 'M', ~LIS^y •'','; �� .0 'i�"Sp•r�.w°aLk f/e.7 R FN�►ar:t i�t+ �a�Ji. .'GC.6. f - ab.a rrte�• � kyr yr. �p�y " (�'^'Oj� Att�, C�J �-'�4J1n"'��'�:jF^5 .f� .��'fi• 3::�1r ,v pn'�.^l-`�. _ .ilL�7; +to L.FJr'ae -#c ..:isR;A'•..�s zT' .. „. . �1�.I�� ' 4• M'S� (ri+�'y'`:'.�' �_:k +C ?`t ,,. , ...wJ. { "f.��cG d.. �., ...•., i.a.. M-s". W. a qr. . :;5.•••.•e�.r+r,•,.^'r�„4, :.A:i,.�j';_*.c.ri•'';�=.." .yV�',....3 i t�' ., .`�a r- ' •''sc,P.r. .a,:�";` ,:T 4 1 '•'';"• r�rwr r-+tv R a..•.,, ,a; JX.f•.r ��f- .ES REPRESENTATIVE CUSTOMER SIGNATURE DATc �' Via... TAX AMOUNT � � Til NUB. _ o LOG: 1(o oc PLAN DESI( u HANG 5M-3UNLE` 16.. oc o APP1 ry u'8 F03 " FLOC m 2-PL' �r 16° oc F(D2 ALL 1 P4 g BM-1 Fml 16" cc 2 X 10 DECK FRAMING AS SNOU.N IN PLANS v;u Qnnn11 $«o V TT VVV U�9 m V�E000 QU ro LL � VEUU : 55MA FOSTER NARPSTER "- °�A 500 NAUTICAL BLVD.NORTH CUSTOM ADDITION m tL °o n iNER: KOLLIN WALKER p �(DOI ERS ON JOB ARE AS FOLLOWS � 56 NOTED OTHERWISE �m«U .ICATION PART * APPROVAL " � Eve UU�U U o9E° )R JOIST MIT316 FL414334 Y BEAM 13U5414 FL414.140 FLOOR JOISTS AT 16" OG Q E �m u<° � mU` �- Uu 0 q^Q u0 C �u4o z >m� Q 9Uum 1-1— �af�U r QQc zv�t � qo 9OU U Ov�O nUOm vom9 �OQO mu4� _U st0�$E' BC CALL®9.1 DESIGN REPORT - US Tuesday,July 12,2005 14:02 Double 1 3/4" x 16" VERSA-LM(E)3100 SP File Name: BC CALC Project:BM-03 Job Name: 55105 Description: Address: 500 NAUTICAL BLVD N Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: HARPSTER Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc: 1 02-00-00 19-02-00 B1 B2 LL 475 lbs LL 730 lbs DL 332 lbs DL 356 lbs Total of Horizontal Design Spans=21-02-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 21-02-00 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 2 2 Conc. Pt. Left 15-02-12 15-02-12 Live 780 lbs n/a 100% Left Cantilever: Yes Dead 196 lbs n/a 90% Right Cantilever: No Controls Summary Slope: Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 5683 ft-lbs 15.2% 100% 16 2-Internal Neg. Moment -87 ft-lbs 0.2% 100% 14 1 -Right End Shear -1025 lbs 9.5% 100% 16 2-Right Disclosure Cont. Shear 657 lbs 6.1% 100% 1 2-Left The completeness and accuracy of Total Load Defl. U1658(0.139") 21.7% 16 2 the input must be verified by anyone Live Load Defl. U2473(0.093") 14.6% 16 2 who would rely on the output as Total Neg. Defl. -0.041" 8.3% 16 1 -Cantilever evidence of suitability for a Span/Depth 14.4 n/a 2 particular application. The output above is based upon building Notes code-accepted design properties Design meets User specified(U360)Total load deflection criteria. and analysis methods. Installation Design meets Code minimum(0360)Live load deflection criteria. of BOISE engineered wood Minimum bearing length for B1 is 3". products must be in accordance Minimum bearing length for B2 is 1-1/2". with the current Installation Guide Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing and the applicable building codes. To obtain an Installation Guide or if Connection Diagram you have any questions,please call (800)232-0788 before beginning Consult project design professional of record or BOISE technical representative for connection design product installation. Member has no side loads. Concentrated loads are not considered in side load analysis. BC CALC@), BC FRAMER®, BCI®, Connectors are: 16d Sinker Nails BC RIM BOARDTm, BC OSB RIM BOARDT"' BOISE GLULAMTm, a minimum=2" b d VERSA-LAW),VERSA-RIM®, b minimum=3" VERSA-RIM PLUS@), c=6" a VERSA-STRANDTM' d= 12" • —• • VERSA-STUD®,ALLJOIST@)and :F AJST"are trademarks of c Boise Cascade Corporation. • • a FILE COPY Page 1 of 1 BOISE' BC CALC®9.1 DESIGN REPORT - US Tuesday,July 12,2005 14:02 Double 13/4" x 16" VERSA-LAM®3100 SP File Name: BC CALC Project:BM-04 Job Name: 55105 Description: Address: 500 NAUTICAL BLVD N Specifier: City,State,Zip:, Designer: RICHARD TINGLEY Customer: HARPSTER Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc: 2 J g 1 � hA7 `wy +e;,� '� it s'a " .' '?"°, r &A s` K Y w,M-, a „*' " .`'S'.- �4ss.. ��zr"ram ��s� i ai� � �,�•. ar ..#'<a t-.., ,?, 05-04-12 07-11-04 BO B1 B2 LL 780 lbs LL 3033 lbs LL 1256 lbs DL 196 lbs DL 1273 lbs DL 499 lbs Total of Horizontal Design Spans=13-04-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 13-04-00 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 2 2 Unf.Area Left 00-00-00 05-04-12 Live 40 psf 07-06-08 100% Left Cantilever: No Dead 15 psf 07-06-08 90% Right Cantilever: No 3 Unf.Area Left 05-04-12 13-04-00 Live 40 psf 08-09-08 100% Slope: Dead 15 psf 08-09-08 90% Controls Summary Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 2921 ft-lbs 7.8% 100% 16 2-Internal Disclosure Neg. Moment -3144 ft-lbs 8.4% 100% 1 1 -Right The completeness and accuracy of End Shear -1013 lbs 9.4% 100% 16 2-Right the input must be verified by anyone Cont.Shear 1708 lbs 15.8% 100% 1 2-Left who would rely on the output as Uplift 127 lbs n/a 16 1 -Left evidence of suitability for a Total Load Defl. U7817(0.012") 4.6% 16 2 particular application. The output Live Load Defl. U10600(0.009") 3.4% 16 2 above is based upon building Total Neg. Defl. -0.003" 0.5% 16 1 code-accepted design properties Span/Depth 6.0 n/a 2 and analysis methods. Installation of BOISE engineered wood Cautions products must be in accordance Uplift of 127 lbs found at span 1 -Left. with the current Installation Guide and the applicable building codes. Notes To obtain an Installation Guide or if Design meets User specified(U360)Total load deflection criteria. you have any questions, please call Design meets Code minimum(U360)Live load deflection criteria. (800)232-0788 before beginning Minimum bearing length for BO is 1-1/2". product installation. Minimum bearing length for B1 is 3". BC CALC@,BC FRAMER®, BCI@, Minimum bearing length for B2 is 1-1/2". BC RIM BOARDTm, BC OSB RIM Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+1/2 intermediate bearing BOARDT*" BOISE GLULAMTm Connection Diagram VERSA-LAW,VERSA-RIM®, VERSA-RIM PLUS®, Consult project design professional of record or BOISE technical representative for connection design VERSA-STRANDTm, Member has no side loads. VERSA-STUD®,ALLJOIST®and AJSw are trademarks of Connectors are: 16d Sinker Nails Boise Cascade Corporation. a minimum=2" .-I b d b minimum=3" c=6" a d= 12" • • • c a Page 1 of 1 BOISE BC CALC®9.1 DESIGN REPORT- US Tuesday,July 12,2005 14:02 Single 16" AJSTm 20 MSR File Name: BC CALC Project: F01 Job Name: 55105 Description: Address: 500 NAUTICAL BLVD N Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: HARPSTER Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: 3 2 1 B0, 1-3/4" 21-08-00 02-00-00~ B1,3-1/2" LL 578 lbs LL 689 lbs DL 197 lbs DL 471 lbs RLL 131 lbs Total of Horizontal Design Spans=23-08-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 23-08-00 Live 40 psf 16" 100% Member Type: Joist Dead 15 psf 16" 90% Number of Spans: 2 2 Conc.Lin. Right 00-00-00 00-00-00 Roof Live 90 plf 16" 125% Left Cantilever: No Dead 36 plf 16" 90% Right Cantilever: Yes 3 Conc.Lin. Right 00-00-00 00-00-00 Live 0 plf 16" 100% Slope: Dead 110 plf 16" 90% OC Spacing: 16" Controls Summary Repetitive: Yes Control Type Value %Allowable Duration Load Case Span Location Construction Type:Glued Pos. Moment 4091 ft-lbs 66.6% 100% 14 1 -Internal Neg. Moment -776 ft-lbs 10.1% 125% 4 2-Left Disclosure End Reaction 769 lbs 67.2% 100% 14 1 -Left The completeness and accuracy of Int. Reaction 1139 lbs 38.9% 100% 1 1 -Right the input must be verified by anyone Cont.Shear 808 lbs 39.1% 100% 1 1 -Right who would rely on the output as Total Load Defl. 0590(0.441") 61.1% 14 1 evidence of suitability for a Live Load Defl. L/764(0.341") 62.9% 14 1 particular application. The output Total Neg.Defl. -0.11" 21.9% 14 2-Cantilever above is based upon building Max Defl. 0.441" 44.1% 14 1 code-accepted design properties Span/Depth 16.3 n/a 1 and analysis methods. Installation of BOISE engineered wood Cautions products must be in accordance Design assumes Top and Bottom flanges to be restrained at cantilever. with the current Installation Guide and the applicable building codes. Notes To obtain an Installation Guide or if Design meets User specified(L/360)Total load deflection criteria. you have any questions, please call Design meets Code minimum(2xL/240)Live load deflection criteria for cantilevers spans due to roof loads. (800)232-0788 before beginning Design meets Code minimum(0360)Live load deflection criteria for non-cantilever pans. product installation. Design meets arbitrary(1")Maximum load deflection criteria. BC CALC®,BC FRAMER®, BCI®, Minimum bearing length for BO is 1-3/4". BC RIM BOARDT"' BC OSB RIM Minimum bearing length for B1 is 3-1/2". BOARDTm,BOISE GLULAMTm, Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS@, VERSA-STRANDTm, VERSA-STUD®,ALLJOIST®and AJSI are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE" BC CALC®9.1 DESIGN REPORT - US Tuesday,July 12,200514:01 Single 16" AJSTm 20 MSR File Name: BC CALC Project: F02 Job Name: 55105 Description: Address: 500 NAUTICAL BLVD N Specifier: City,State,Zip:, Designer: RICHARD TINGLEY Customer: HARPSTER Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: 3 2 7 Ak BO, 1-3/4" 77-07 00 02-00-00 LL 469 lbs B1,3-1/2" DL 151 lbs LL 582 lbs DL 435 lbs RLL 134 lbs Total of Horizontal Design Spans= 19-07-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 19-07-00 Live 40 psf 16" 100% Member Type: Joist Dead 15 psf 16" 90% Number of Spans: 2 2 Conc.Lin. Right 00-00-00 00-00-00 Roof Live 90 plf 16" 125% Left Cantilever: No Dead 36 plf 16" 90% Right Cantilever: Yes 3 Conc.Lin. Right 00-00-00 00-00-00 Live 0 plf 16" 100% Slope: Dead 110 plf 16" 90% OC Spacing: 16" Controls Summary Repetitive: Yes Control Type Value %Allowable Duration Load Case Span Location Construction Type:Glued Pos.Moment 2623 ft-lbs 42.7% 100% 14 1 - Internal Neg. Moment -776 ft-lbs 10.1% 125% 4 1 -Right Disclosure End Reaction 615 lbs 53.8% 100% 14 1 -Left The completeness and accuracy of Int. Reaction 995 lbs 34.0% 100% 1 1 -Right the input must be verified by anyone Cont.Shear 665 lbs 32.2% 100% 1 1 -Right who would rely on the output as Total Load Defl. U1084(0.195') 33.2% 14 1 evidence of suitability for a Live Load Defl. U1361 (0.155') 35.3% 14 1 particular application. The output Total Neg.Defl. -0.055' 10.9% 14 2-Cantilever above is based upon building Max Defl. 0.195" 19.5% 14 1 code-accepted design properties Span/Depth 13.2 n/a 1 and analysis methods. Installation of BOISE engineered wood Cautions products must be in accordance Design assumes Top and Bottom flanges to be restrained at cantilever. with the current Installation Guide and the applicable building codes. Notes To obtain an Installation Guide or if Design meets User specified(U360)Total load deflection criteria. you have any questions, please call Design meets Code minimum(2xU240)Live load deflection criteria for cantilever spans due to roof loads. (800)232-0788 before beginning Design meets Code minimum(U360)Live load deflection criteria for non-cantilever spans. product installation. Design meets arbitrary(1")Maximum load deflection criteria. BC CALCO,BC FRAMERO, BCI®, Minimum bearing length for BO is 1-3/4". BC RIM BOARDT"' BC OSB RIM Minimum bearing length for 131 is 3-1/2". BOARDTm,BOISE GLULAM'N, Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+ 1/2 intermediate bearing VERSA-LAW,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUD&,ALLJOIST®and AJS1 are trademarks of Boise Cascade Corporation. Page 1 of 1 s0N$EM BC CALC®9.1 DESIGN REPORT - US Tuesday,July 12,2005 14:01 Single 16" AJSTm 20 MSR File Name: BC CALC Project: F03 Job Name: 55105 Description: Address: 500 NAUTICAL BLVD N Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: HARPSTER Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: 3 2 1 x n• y QUMIMI a M Ak 'A 16-09-00 Ak �02-00-00 B0, 1-3/4" � 61, LL 447 lbs DL 142 lbs LL 56600 lbs DL 428 lbs RLL 134 lbs Total of Horizontal Design Spans=18-09-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 18-09-00 Live 40 psf 16" 100% Member Type: Joist Dead 15 psf 16" 90% Number of Spans: 2 2 Conc.Lin. Right 00-00-00 00-00-00 Roof Live 90 plf 16" 125% Left Cantilever: No Dead 36 plf 16" 90% Right Cantilever: Yes 3 Conc.Lin. Right 00-00-00 00-00-00 Live 0 plf 16" 100% Slope: Dead 110 plf 16" 90% OC Spacing: 16" Controls Summary Repetitive: Yes Control Type Value %Allowable Duration Load Case Span Location Construction Type:Glued Pos. Moment 2362 ft-lbs 38.5% 100% 14 1 -Internal Neg. Moment -776 ft-lbs 10.1% 125% 4 2-Left Disclosure End Reaction 583 lbs 51.0% 100% 14 1 -Left The completeness and accuracy of Int. Reaction 966 lbs 33.0% 100% 1 1 -Right the input must be verified by anyone Cont.Shear 635 lbs 30.8% 100% 1 1 -Right who would rely on the output as Total Load Defl. 01248(0,161") 28.8% 14 1 evidence of suitability for a Live Load Defl. 01553(0.129") 30.9% 14 1 particular application. The output Total Neg. Defl. -0.046" 9.2% 14 2-Cantilever above is based upon building Max Defl. 0.161" 16.1% 14 1 code-accepted design properties Span/Depth 12.6 n/a 1 and analysis methods. Installation of BOISE engineered wood Cautions products must be in accordance Design assumes Top and Bottom flanges to be restrained at cantilever. with the current Installation Guide and the applicable building codes. Notes To obtain an Installation Guide or if Design meets User specified(U360)Total load deflection criteria. you have any questions,please call Design meets Code minimum(2xU240)Live load deflection criteria for cantilever spans due to roof loads. (800)232-0788 before beginning Design meets Code minimum(U360)Live load deflection criteria for non-cantilever spans. product installation. Design meets arbitrary(1")Maximum load deflection criteria. BC CALCO,BC FRAMER@,BCI@, Minimum bearing length for BO is 1-3/4". BC RIM BOARDTm BC OSB RIM Minimum bearing length for B1 is 3-1/2". BOARDTm, BOISE GLULAMTm Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+1/2 intermediate bearing VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, V E RSA-STRAN D Tm, VERSA-STUD@,ALLJOISTO and AJSI are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE BC CALC®9.1 DESIGN REPORT - US Tuesday,July 12,2005 14:02 Single 16" AJSTm 20 MSR File Name: BC CALC Project: F04 Job Name: 55105 Description: Address: 500 NAUTICAL BLVD N Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: HARPSTER Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: 3 2 1 r � 4 9` P, ;r - N, rex k r BO, 1-3/4" 15-01-00 Ak 02-00-00 LL 402 lbs B1,3-1/2" DL 102 lbs LL 516 lbs DL 588 lbs RLL 569 lbs Total of Horizontal Design Spans= 17-01-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 17-01-00 Live 40 psf 16" 100% Member Type: Joist Dead 15 psf 16" 90% Number of Spans: 2 2 Conc. Lin. Right 00-00-00 00-00-00 Live 0 plf 16" 100% Left Cantilever: No Dead 110 plf 16" 90% Right Cantilever: Yes 3 Conc. Lin. Right 00-00-00 00-00-00 Roof Live 377 plf 16" 125% Slope: Dead 151 plf 16" 90% OC Spacing: 16" Controls Summary Repetitive: Yes Control Type Value %Allowable Duration Load Case Span Location Construction Type:Glued Pos.Moment 1734 ft-lbs 28.2% 100% 14 1 -Internal Neg. Moment -1848 ft-lbs 24.1% 125% 4 2-Left Disclosure End Reaction 499 lbs 43.6% 100% 14 1 -Left The completeness and accuracy of Int. Reaction 1652 lbs 45.1% 125% 4 2-Left the input must be verified by anyone Cont.Shear 987 lbs 38.2% 125% 56 2-Left who would rely on the output as Total Load Defl. 2xL/962(0.05') 24.9% 56 2-Cantilever evidence of suitability for a Live Load Defl. U2206(0.082") 21.8% 14 1 particular application. The output Total Neg. Defl. -0.029" 5.7% 56 1 above is based upon building Max Defl. 0.097' 9.7% 14 1 code-accepted design properties Span/Depth 11.3 n/a 1 and analysis methods. Installation of BOISE engineered wood Cautions products must be in accordance Design assumes Top and Bottom flanges to be restrained at cantilever. with the current Installation Guide and the applicable building codes. Notes To obtain an Installation Guide or if Design meets Code minimum(2xL/180)Total load deflection criteria for cantilever spans due to roof loads. you have any questions, please call Design meets Code minimum(U240)Total load deflection criteria for non-cantilever spans. (800)232-0788 before beginning Design meets Code minimum(2xU240)Live load deflection criteria for cantilever spans due to roof loads. product installation. Design meets Code minimum(0360)Live load deflection criteria for non-cantilever spans. BC CALCO,BC FRAMER@, BCI@, Design meets arbitrary(1")Maximum load deflection criteria. BC RIM BOARD-, BC OSB RIM Minimum bearing length for BO is 1-3/4". BOARD- BOISE GLULAM-, Minimum bearing length for B1 is 3-1/2". VERSA-LAM@,VERSA-RIM@, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min, end bearing+ 1/2 intermediate bearing VERSA-RIM PLUS@, VERSA-STRAND Tm, VERSA-STUD@,ALLJOISTO and AJSTI are trademarks of Boise Cascade Corporation. Page 1 of 1 801SE BC CALC®9.1 DESIGN REPORT- US Tuesday,July 12,2005 14:01 Single 16" AJSTm 20 MSR File Name: BC CALC Project: F05 Job Name: 55105 Description: Address: 500 NAUTICAL BLVD N Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: HARPSTER Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: 3 2 t ON -as .�'"e,,. .J ,��dx' � ;e`d� i n � ^��'"""�, �s a��y �,.. '�„�. "v-• kr �^ 60, 1-3/4" 19-02-00 A& 02-00-00 LL 511 lbs B1,3-1/2" DL 153 lbs LL 623 lbs DL 618 lbs Total of Horizontal Design Spans=21-02-00 RLL 555 lbs General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 21-02-00 Live 40 psf 16" 100% Member Type: Joist Dead 15 psf 16" 90% Number of Spans: 2 2 Conc. Lin. Right 00-00-00 00-00-00 Live 0 plf 16" 100% Left Cantilever: No Dead 110 plf 16" 90% Right Cantilever: Yes 3 Conc. Lin. Right 00-00-00 00-00-00 Roof Live 377 plf 16" 125%P Slope: Dead 151 plf 16" 90% OC Spacing: 16" Controls Summary Repetitive: Yes Control Type Value %Allowable Duration Load Case Span Location Construction Type:Glued Pos. Moment 3010 ft-Ibs 49.0% 100% 14 1 -internal Neg. Moment -1848 ft-lbs 24.1% 125% 4 2-Left Disclosure End Reaction 659 lbs 57.6% 100% 14 1 -Left The completeness and accuracy of Int. Reaction 1775 lbs 48.5% 125% 4 2-Left the input must be verified by anyone Cont.Shear 987 lbs 38.2% 125% 4 2-Left who would rely on the output as Total Load Defl. U895(0.257') 40.2% 14 1 evidence of suitability for a Live Load Defl. U1085(0.212") 44.2% 14 1 particular application. The output Total Neg. Defl. -0.065' 12.9% 14 2-Cantilever above is based upon building Max Defl. 0.257' 25.7% 14 1 code-accepted design properties Span/Depth 14.4 n/a 1 and analysis methods. Installation of BOISE engineered wood Cautions products must be in accordance Design assumes Top and Bottom flanges to be restrained at cantilever. with the current Installation Guide and the applicable building codes. Notes To obtain an Installation Guide or if Design meets User specified(U360)Total load deflection criteria. you have any questions,please call Design meets Code minimum(2xU240)Live load deflection criteria for cantilever spans due to roof loads. (800)232-0788 before beginning Design meets Code minimum(U360)Live load deflection criteria for non-cantilevers ans. product installation. Design meets arbitrary(1")Maximum load deflection criteria. p BC CALCO,BC FRAMER@, BCI@, Minimum bearing length for BO is 1-3/4". BC RIM BOARDTm BC OSB RIM Minimum bearing length for B1 is 3-1/2". BOARDTm,BOISE GLULAMTm, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing VERSA-LAM),VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND Tm, VERSA-STUDO,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE BC CALC®9.1 DESIGN REPORT - US Tuesday,July 12,2005 14:02 Double 1 3/4" x 16" VERSA-LAM® 3100 SP File Name: BC CALC Project: BM-01 Job Name: 55105 Description: Address: 500 NAUTICAL BLVD N Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: HARPSTER Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc: 7 N 02-00-00 61 21-08-00 MT. LL 487 lbs B2 DL 391 lbs LL 1244 lbs DL 658 lbs Total of Horizontal Design Spans=23-08-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 23-08-00 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 2 2 Conc.Pt. Left 19-08-12 19-08-12 Live 1256 lbs n/a 100% Left Cantilever: Yes Right Cantilever: No Dead 499 lbs n/a 90% Controls Summary Slope: Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 7155 ft-lbs 19.1% 100% 16 2-internal Neg. Moment -87 ft-lbs 0.2% 100% 14 1 -Right End Shear -1842 lbs 17.0% 100% 16 2-Right Disclosure Cont.Shear 727 lbs 6.7% 100% 1 2-Left The completeness and accuracy of Total Load Defl. U1127(0.231") 31.9% 16 2 the input must be verified by anyone Live Load Defl. U1815(0.143") 19.8% 16 2 who would rely on the output as Total Neg. Defl. -0.06" 12.0% 16 1 -Cantilever evidence of suitability for a Span/Depth 16.3 n/a 2 particular application. The output above is based upon building Notes code-accepted design properties Design meets User specified(U360)Total load deflection criteria. and analysis methods. Installation Design meets Code minimum(L/360)Live load deflection criteria. of BOISE engineered wood Minimum bearing length for B1 is 3". products must be in accordance Minimum bearing length for B2 is 1-1/2". with the current Installation Guide Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+ 1/2 intermediate bearing and the applicable building codes. To obtain an Installation Guide or if Connection Diagram you have any questions,please call Consult project design professional of record or BOISE technical representative for connection desi n (800)232-0788 before beginning Member has no side loads. g product installation. Concentrated loads are not considered in side load analysis. BC CALC®,BC FRAMER®, BCI®, Connectors are: 16d Sinker Nails BC RIM BOARDTm, BC OSB RIM BOARDTm BOISE GLULAM-, a minimum=2" VERSA-LAW,VERSA-RIM®, b -d —� VERSA-RIM PLUS®, b minimum=3" VERSA-STRANDTm, c-6 a VERSA-STUD®,ALLJOIST®and d=12" • • • AJSTm are trademarks of C Boise Cascade Corporation. • • I a_ Page 1 of 1 BOISE BC CALC®9.1 DESIGN REPORT - US Tuesday,July 12,200514:02 Double 13/4" x 16" VERSA-LAM®3100 SP File Name: BC CALC Project: BM-02 Job Name: 55105 Description: Address: 500 NAUTICAL BLVD N Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: HARPSTER Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc: 2 3 1 a w +� 1.::. . s ^"r., `..,,, � a� � � `tom " 02-06-07 ``r a _ �h , B1 15-05-08 LL 209 lbs B2 DL 2595 lbs LL 155 lbs RLL 2998 lbs DL 1863 lbs Total of Horizontal Design Spans= 17-11-15 RLL 2153 lbs General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 17-11-15 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 2 2 Unf. Lin. Left 00-00-00 17-11-15 Live 0 plf n/a 100% Left Cantilever: Yes Dead 110 plf n/a 90% Right Cantilever: No 3 Unf.Area Left 00-00-00 17-11-15 Roof Live 30 psf 09-06-08 125% Slope: Dead 12 psf 09-06-08 90% Controls Summary Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 15700 ft-lbs 33.6% 125% 56 2-Internal Disclosure Neg. Moment -1782 ft-lbs 3.9% 125% 4 1 -Right The completeness and accuracy of End Shear -3392 lbs 25.1% 125% 56 2-Right the input must be verified by anyone Cont. Shear 3578 lbs 26.4% 125% 4 2-Left who would rely on the output as Total Load Defl. U664(0.279") 54.2% 56 2 evidence of suitability for a Live Load Defl. U1199(0.155") 30.0% 56 2 particular application. The output Total Neg. Defl. -0.136" 27.3% 56 1 -Cantilever above is based upon building Span/Depth 11.6 n/a 2 code-accepted design properties and analysis methods. Installation Notes of BOISE engineered wood Design meets User specified(U360)Total load deflection criteria. products must be in accordance Design meets Code minimum(2xL/240)Live load deflection criteria for cantilever spans due to roof loads. with the current Installation Guide Design meets Code minimum(U360)Live load deflection criteria for non-cantilever spans. and the applicable building codes. Minimum bearing length for B1 is 3". To obtain an Installation Guide or if Minimum bearing length for B2 is 1-1/2". you have any questions, please call Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing (800)232-0788 before beginning product installation. Connection Diagram BC CALCO, BC FRAMER@, BCI@, Consult project design professional of record or BOISE technical representative for connection design BC RIM BOARDTm,BC OSB RIM Member has no side loads. BOARDTm BOISE GLULAM-, Connectors are: 16d Sinker Nails VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, a minimum=2" VERSA-STRANDT b minimum=3" f7i b d VERSA-STUD@,ALLJOISTO and AJS'm are trademarks of d_62„ a • • • Boise Cascade Corporation. c a Page 1 of 1 ..,� 4 � � ;2111►'1',. ►►idyl . ►►�1►11 Typical HUS26 with lig' Model Min. Dimensions Fasteners Reduced Heel Height E►it'll, Heel Ga T {:(il)f 9 �, ► No: Height W H g Carrying Carried ► ► 9n Member Member ° F (Truss Designer to provide __ SINGLE 2x SIZES I ,Ir. � fastener quantity for L11524 2%, 18 t 46 3Y. 1% T 4 1Od 2-1Od "', �J connecting multiple i `US26 4Y. I 1x/16 4/ 1 j 4Id 4-10d I' I'I members together) HUS26 446 16 1% 5Y. 3 14-16d� 6-164 HGU526 4K 12 1 15, 5% 5 20-16d 8.16d —- HGUS28 514 12 16 '7y6 5 36-164 12-164 Mina Fasteners Doug-Fi�LirchlSo.Pine Spruce-Pine-Fir LUS28 43(6 18 146 63, 1); '6-1 Old '4-1Od " No. Heel Allowable(bads Allowable Loads Height Carrying Carried UpIIh Floor Snots Roof Uplift Floor Snow Roof ' n-US28 6X 16 1hr 6?;;. 11 2 tS-104 r,-1U f Member Member .(133)''(700Y 1)15) (125) (1331 (100),(115) (125) HU528 6Yz- 16 1'/. 7 3 22-164 8-164 3'/e 6-16d 4-164 1135 1265 1455 1580 925 1050 1210 1315 LU5210 4Y. 18 lis _7T�6 1/ 8-1Od_� 4_1Od HUS26 -3'/a 10_16d 4.16d 1135 1800 2070 2245 925 1510 17331890_ HU5210 8'/a 16 1 Y. 9 3 , 30-16d 110-16d 1 L 4�, 14-16d 6-16d 1550 2565 2950 3205 L1465 2210 2490 2540 Model Avg ' Ffr Lirth Allowable loads Southern Pine Allowable Loads Spvice Pine-Fir Allowable Loads No. Ult UpliR' Upl1d' Flow- ,'Snots '.'Roof Uplift' Uplift' Floor Snow Roof Uplift' Uplift' Flow Snow Roo( Code (133)1 ( 661" 001 %`1115) '�I725),- (133) (160) (100) (115). (125) (133) (160). (100) (1tS):: .(125) kef SINGLE 2x SIZES LUS24 3850 i 465 490 640 735 800 490 490 690 795 865 390 465 540 625 675 LUS26 5167 930 1115 830 955 1040 1010 1165 900 1035 1125 783 9_35 700 805 875 4'38,87,122 M1tUS2f, 5887 1 1090 1090 1,310 1505 iGJD 1pq(I 1D90 1310 15C'S 1640 X15 91�e 1100 126 1:iHf1 160 HUS26 10000 +155p,' 15 ' ,2585 J85D� ;3285 1550 1550 2785 3200 3325 1465 - 1550 2210 -2490 2540 4,38,122 HGUS26 17160 2325; ,Y325.,a'3�940n:4535 • 4930' 2325 2325 4265 4900 5330 1995 1995 3410- 3920: 4070 HGUS28 24880 ;3220";,`;322(1," %8185 '6315iS 3220 3220 5640 5850 5990- 2705' 2705 '. 4245, 4405 4510 160 LU528_ 6066_ -930- 1115 1055 1210 1320 1010 1165 1140 1310 1425 780 935 890 1025 1115 4,38.87.122 _ N!1IS20 F4528 1505 1551 1750 1010 2185 155., 1555 175(7 2010 2185 1305 1:301 1476 1690 1835 --160 --- - ----- -- -- U 28 131671 2000 2000 3585 3700 3775 2000 2000 3380 3505 3585 1855 2000 2580 2680 1 2745 4,38,122 LUS210 7750 930 ". 1115';,127$, :X417-0�,1595` 1010 1165 1380 1590 1725 780 935 1085 1245 1355 4,38,87.12_2 HUS210 18833 2845 23000 - 392b` ;'4U2Dr. 3000 3000 .3585 3745_ 3850 2320- 2780 '2745 2870 -2955 122 Model Min. i Dimensions Fasteners Dotl9Fli LarriJSdfnFtertlPfne ----_ race-Pine-Fir T - Heel Ga Avg Alfowabk Loeds r A�owable Loads Code No. Height C in Carded Ut[ 1 / , , W H B MY 9 Up<14 Up1iR ..FIOor Snout Roo/ Uplift Uplift Flow Srww Roof Ref. _--_1- __�_ Member Member (133^ (160) (100)'-�' (11b),''(125): (133) 1160) (11)0) (115) (725) --- - DOUBLE 2x SIZES 10524 2 2V, 18 3y, 3y6 2 416d 164 5303 565 565 765 860 960 465 555 640 735 1 800 rLUS26-2 4% 18' 3x 4% 2 64 6076 17 1165 11000 1150< '1250' 925 1115 820 _945 - 1025 1'36 84,122 -- - - _HHU$26 2 4M, 14 3X6 5 364 14667 15 15 25$0 ; 7965 '3225 13951550 2165 2490 2710 4 38 HGUS26.2 4y, 12 . '3X6 5% 4 64 97160 F.: r, @4011 Qa 4` :_493Q 199_5 1995 _3410 3920 4260, 3.41 LU5281 4 V. 78 3y6 7 2 6-160 4-16d 7750 1140 1165 1265 1455 1585 925 1115 1050 1210, 1315 1,36.84.122 HHUS28-2 6yr 14 3i(6 6%6 3 22.164 8-16d 19850 2000 2000 3885 4465 4855 1860 2000 3275 3765.4095 4.38 HGUS28 2 5yz 12 3% 7X6 a 36-16d 12.16d 2400 I 3220 3220 6805 78:50 751215 27Cii 2705 !;890 i:4? 426 3,41 1 LU5210-2 6% 18 3x 9 2 &164 6-16d 10907 ,15$0'°1650 K1785 2030 2210 1390 1550 1465 1680 1830 1.36 84,122 HHUS21p Z 8?, 14 3X6 8% 3 30-164 10-164 22167 2855 3430 5190 ' 5y ', 'S90O 2330 2795 4385 4795 4875 4,38 �u HGUS210-2 -7x 12 3X6- 9X6 4 46-16d 16-16d ..".7940 3f�30 •3F;j(7 ,.8660 _ 8g8{J ,f�tga0 JOSO 3050: 5515 ti725 -fi8n5. 3,41 W �--- TRIPLE 2x SIZES o HG' 4526.3 j 4y, 12 4ly6 -4 y7 -4 20-1 8-16d 1t 0 1 23 , 23:-25 ,14c! 4:3',, 4930 1+_)u, q27954 I" 1(i� 3 !I () -- - r _. .----'-- -.. -- -- - - -- - - t N HGUS28 3 5y, 12 1 4'X6 7y, 4 36-164 12 164 >4 t )T--,.0 ,3.2 6fi05 L3L' /925 2.205 W)U nb5 ri_6 160 o HGOS210-3 7+Xi 12 4+X6 9x 4 41x164' 16-16d 2794' 3Q 3�i3 fl7Si1•I 8�34G 'S9.4U ;i0S0 .10'`'7S i;J 7 j 10' HHUS210-3 8y 14 4'X. 9 3 30-164 10-164 22167 'r 2855 '.3430 51,1 5900 5900 2330 385 5040 5480 170 ^ _ _QUADRUPLE Tx SIZES T —,— Tt iC()1231449 (1 1ny 1Y55 .347U is 1 11760 -------I �I r > 7'4 4 1c .,>7 t ,I Za &1 i't t 170 � !'" � ` ( 3 .-'u t.8u,' ,9.,17 -i�� 1'r 0 1705 SOs7U hE� hi.�_ z2L,,, 95, 1 46164 1 111-1u„ 21�,M 3630 1 +630 87150 b940 8!10 3(!S) 3050 %51Ci 160 j HHUS210-4 8, 14 6 1 ' ® Y Ye B/6 3 30 164 10 164 22167 2855 3430 5190 5970 6490 2450 2940 4475 5145 5595' 170 if rl '% ,f-n 2i 7, 4 t. -- `- _r,i 4 k,6 If,J 2 :I1 1,-,] 5 i,l 10015 10nl'j 52r� 4_2fi 6A 5 -1.,I--- , -160 _J $ 4x SIZES LLt546 T 4% 18 3?(6 4YTT 2 4-164 4-164 6076 1140' 1185 - 1000 i"`1150 '1250' 925 1115 820 945J 102571,36,84,122 1 HGUS46 4i(6 12 3%. 4% 4 20-164 8 164 1 7!60 2325 29 25, 3940!.,4335 a93a 11,491-1 1995 :7410 ;ig2C 1 4.2 3(1 3.41 HHUS464j6 14 3% 5x 3 14-164 ''6,16d 14667 1550 1550 '2580,j 2965 3225 1395 1550 2165 2490 2710 4.38 - LUS48 a 1833(, 6y 2 6-16d 4-16d 7750 1140 1165 1265 1455 1585 925 1115 1050 12101 1315 HUS48 6y, 74 3% 7 2 6.16d 6-16d 11190 1550, 1550 1505 1730 1885 1315 1550 1240 1425 1550 1'36.84,122 HGHHUS48 6}; 14 3'y, 7 1 3 22-16d 8-16d 19850 2000 2000 3885 4465 4655 1860 2000 3275 3765 1 4095 4.38 US48 5!46 12 3% 7y„ 4 36.164 I 12-16d 2498x! 3l? r, !/10 I f,6g0 G(;_51 3.41 LUS410 6y,.:. 18 3°(. 8y, 2 8-16d `6-164 10906 1550 ..1550:' 1765 -'2030 :2210 1390 1550. 1465. 1680 1830 1,36.84,1221 9 3 8D C 7 84� - X /6 X 5 4385 5040 5480 4.38 HGU5410 T 6 12 3HHOS410 831 14 3� 9 4 40 164 ]6 164 22167 Y855 3430' 5190 5900 5900 2330 279` +55 040 ;4 0 3.41 , if % 6- ''c r n HGUS412 92 6 12 3 10'6 4 56-16d 20 164 4 7(-,0q. HGUS414 11X6 12. 3Y. 1Ti46 4 66 16d 22 164 1171,1 i ,.48171 .tr:p 1 (,!.---t 1 i?,!lr t, d5?I, :!,:t; '! 0 i? I 160 -, -- - _. -- _ - -- - -- - -- - ..- .--- 1.Uplift loads have been increased 33%and 60%for earthquake or wind loading with no further increase allowed.Divide by 1.33 and 1 60 for normal loading as,n cantilever construction. 103 pm+38" --- -_ BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL•IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. FLOCATION S+rest Address:Intersecting Streets: Between 7��% f%!oy And BUILDING Or Sub-division II. 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 perorm saik in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinan ers and standards of good practice listed therein. Name of Mechanical Contractor (Print) l /J, � v Contractors '� S . rrJ�'r�' Mester .�, � L_ ��,✓/« Name of Property Owner l/ / Signature of Owner Signature of or Authorized Agenta/z Archifee+ or Engineer III. GENERAL NFORMATION A' Type o eating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON Electnc THIS BUILDING OR SITE? ❑ Gas—❑ LP ❑ Natural ❑ Central Utility ❑ Oil IF YES, GIVE NUMBER OF CONSTRUCTION PERMIT ❑ Other — Specify We MECHANICAL EQUIPMENT TO OE INSTALLED NAT RE OF WORK (Pmvide complete list of components on back of this form) (Residential or ❑ Commercial 0 N6at ❑ Space ❑ Recessed 0 Central O poor ❑ New Building 0" Air Conditioning: ❑ Room Q Cental 2'Existing Building ❑ Duct System: Material Thickn.xx 9---Replacement of existing system Maximum capacity c.f.m. ❑ New installation(No system previously Installed) ❑ Refrigeration ❑ Extension or add-on to existing system ❑ Cooling tower Capacityq.p.m. 11Other — Specify ❑ Fire sprinklers: Number of heads.------------ 13 Elevator ❑ Manlih ❑ Escalator (number) ❑ Gawl'ne pumps_._,_(number) THIS SPACE FOR OFFICE USE ONLY ❑ Tank: (number) I (Roftivej) I �+ t CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826- AX: 247-5877 : PERIN __LOCATI N INFORMATION Permit Number: 22c Address: 500 NAUTICAL BOULEVARD NORTH Permit Type: SWIMMING POOL ATLANT C BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: POOUSPA Lot(s): Block: Section: Square Feet: Subdivision: SEASPRAY AVENUE Est. Value: Parcel Number: Improv. Cost: 12,000.00 OWNER INFORMATION Date Issued: 10/26/2001 Name: HARP TORE, WILLIAM AND TAMMY Total Fees: 105.00 Address: 500 NAUTICAL BOULEVARD NORTH Amount Paid: 105.00 ATLANTIC BEACH, FL 32233 Date Paid: 10/25/2001 iia 000)000-0000 M ? _ -- Work Desc: SWIMMING POOL ' CONTRACTO S CATION FEES BONAFIDE POOLS 105.00 * ` -.v fit` t AM mtlnk '} s k, . SMigF _ W _ Y i COVER UP �� a A LBU]" N G s �' 2 s..:. ...... NOTICE SPEC?IST BE RECD , - UESTEC+AT LEAST 24 {-OURS PRIOR TO IN ECTION BUILDING MATERIAL hUBBISH A DEBRIS FROM TH.I&WORK MUST NOT BE PLACED I1+&BLIC SPACE, AND MUST BE CLEARED UP' ',_ .D HAULE. AY I5Y t .�QNT�tACTOR O t WNER — -. N "FAILURE TO COMPLY H1H. ` V1i Ft LT IN THE f PROPERTY OWNER PAYI - C - ---- ISSUED ACCORDING TO APPROVED PL1 ; #� RMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS $185.8814 ATLANTIC BEACH BU DING EPT. Date: 11/85/81 el Receipt: 8888458 CHECKS _1397@--- - 8®188883�Z1088 5 MIN. RETURN (-op r',,je, PHONE # a47-•131,3 • PLO. 0961 `AM* AAMCO Iwul Me ra0%5 tr '.•`` Hook 10199 Page 1 83 T � W. 1, utenrjo=nt �t►Mi MI�Y/►W�TeI %a WIG= U Map cwlw= The undersigned hereby Informs all concerned that improvements will be meds to certain reel property, and In accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. 2 rw«w G«►erel desctiPlbn of improvWWd& � «««L�...�^� Loa, V L Aw ----------- 1-7 M . owns.......... ,, V..:....«...« . .. Address« �� . «vT� ..««•...r�..«.� �G�/l/ �e EC/� Owner's Wmew in she of the kwaveawd..�..�,»...«�� Fee Siraoe Title holder (a ahs then owner) ' NNW. .W. , r«w�«..w�....w.m.........«....«.......«....... 1....«...«.....««i»«« 3wety W any Addr 9164 i.- -- ----» Name of Peron within the Slate of Florida dsgwww by owrw upon whoa nock" or other 49mm" my be s�rved< In addition to himself, owner designates the following person'to receive a copy of the Lienors Notice as provided In Section 713.13 (1) (F), Florida Statutes. (Fill In at Owner's option). New«+www.++ rrwrrr■ur. --------- _ -_. ._ J RECE11VED CITY OF ATLANTIC BEACIi ULT 2 J 2UU1 APPLICATION FOR POOL PERM I • i �Ity of Atlantic Beach Building and Zoning Job Address DD ,y(/'Tj ' L ,�L/�. Lot # Block # Subdivision Owner Address 6�)b Contractor /� S Address �ic�O GDZ�v� v, License dumber 2D-IS-3 Valuation $ ,2,OvGallons 1� DDD S"TE PLAN front En rear e Signature Owner Daae Signature Contractor Date CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s) : Address : Phone : Lot # Block or Unit # Subdivision : Contractor: State License # Address : Phone No : Describe work to be done: Present use of building: Valuation of Proposed Construction: Proposed use: Is this an addition? 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? New fireplace? New eat/AC? nin SUBMIT TTJW= COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY , ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND �WNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER=1f ►�[�1 ate: �d r22-0I I Signature CONTRACTOR: date: P_) Z2 f License Supplied: Liability Insurance: Worker 's Compensation Insurance : 5 RAIN. RETURN PHONe# a+ 7-13 13 Palms room me • ►a.w. uoi rwra 11 i1h/i, Boot< 1o195 Page 1 83 x1f wpys M wh,.s�Ts� a whom tt calwt2Yst: The undarsignad WOW informs�i concerned 13 of that Improvements mpFlos v went os,ill be tha following to inGforrnrt4` At oen property, and in accordance with sec is stated in this NOTICE OF COMMENCEMENT. Oe+cripof Guural d.scriptien al ima . owner's WereM in we aJ du i wwf wwd»-.«-.« fee kv0s Title holder, 61 other dun owner) How« .«..«...........«......«......«,s....«..«........ �..... 41 boos t - Neer of Person within the State of florid. &G.* tai Ly owner upon W60 iwtiow er volar doamw$ My W si VQA Neeio AAA— In&"t on to himsell,wmw designates the following person to recolve a copy of the Lienors Notice as provided in Section 713.13 (1) (F). Florida Statutes. (Fill in at Owner's option). Pills- /V MAP SHOWING BOUNDARY SURVEY OF LOT 11, BLOCK 3, SEASPRAY, AS RECORDED IN PLAT BOOK 35, PAGES 64 AND 64A, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: WILLIAM F. AND TAMMY HARPSTER SUNTRUST BANK NORTH FLORIDA, N.A. STEWART TITLE GUARANTY COMPANY INC. RICHARD T. MOREHEAD, P.A. NAUTICAL BOULEVARD NORTHo07•s3oo• w ("w R1ci1T OF wAY) S (CHOR6 T) 57.34' (PLAT) 5p OT49 31. S 06'46�OO�EE 57.27' (M�.4��) � T �� UR o) No"N*IcAnoN f ON PpE Mo*j Tlf-ATQ" �'as LOT 11 FOUND 1/2• IRON PIPE BLOCK 3 No�oENnFlCAnoN N . o V wAu _Rpkwcu(w lltif. WIc • Y / �J �1 ham- � •• � `" (V� v (L4,4 STORYJ� 2 FRAME ON o o- POSTED # 500 C)/ p0� LOT 10 $ �'� • ' •; c r ')` BLOCK 3 Q �r s 4 s + Ol '„ c� %otuA'pokoi cOnanl-kR PSD S� ry co 00 60 cp Z Z •�• _ ? 51t MO Q � �O �Q•p1,..IL�^1E �,SE.MCµT` 2.°' APPROVED FOUND 4.4 CONCRETE woNu,";Y OF ATLANTIC BEACH SURED) ° ND IDENTIFICATION __._. N �•39'ti8' W 67.35 (MEA PIANtJING R ,.,, I �:+r,F SET 1 67.34' (PLAT) sT,� �+' � ' NN o`6.46 0o W 200L `�VOW A PAGES 94 SND 94A) By N TES: ACCEPIT-0 BY: LEGEND: R i R"S —X— : FENCE L • LENGTH • CONCRETE un�rc. d m uj Q(tu, �b alt I N v 0 W p Mac z zza '+-0 Uo LU - a W � or p U 7 O z u. tu L Q�d3 elf LD 0 aN CO oz lil �an. L a.tuo . gym � LIJmQ CO OC) co�' U rfO JMZo� _ — — n. �CO MAGNUM fid SERIES Pool and Spa Pump •• • � • •.' • ��aa`,� �.� � iae3 ,.Y�•"�Ss�`a��'�Myt � � ��` r#afi .. . 3�l':�ll UM1 K! . ..• � • @ <�,�� `wa'ad�&' ... � ��"� '1�R ' ".��a�'� :; zt,° Al:111•:1111� • � 1 • �• $x� !M rig§^ MAUGN ' 1 11 1 • ,1 • . C :LC9:Biieei:�:iie::$::::::::i::::e:::::�: 1 1 1 1 manage°S $r B3 s::ljEi=e$iEei::Iowa,Oz'SRUSH iEi$COMMIM9e �:..so.. suf If No i : i ;��e: ;� : 1. e eeee eeNo M ieel : ey. $° eee�$ e$�eS�e a °eg;°9= aEe= � N=�$=� =;$eae am:Mae Maee...$ • . . e =�:eee s9 ei eee= 1°NI,e �i.,ee 11.r". = € a e ft~ ` 1 9'. OV J.-Himcnign r ISSUE., a E��E6ia�e.02 NMI � � ei:EEtieei$$ is1 11 �'!HUHH.." e ..$:$":s- s-SR � SR"':iiii�ee88e: ...112:1 221 .2 11SUSHOUNURS•. r 'mom.:' 5;@0: ; g e e .: ie a s°:, a =?.°;E m == de i m ■.■ i. • y • ■�.• �.. u. .■ u. ... u.uu .i. u■ .wuu . :.. :C.. ... . :.. :.. .. ... :...... ::: • , • i :$e::3e:::ige:ia:a:::i�iemk:s$:::::::s::::$:::i:::$eN$e:::::::E:::::::1 a:::gaeee $ .$:$::: ...�...$...$ .. ...............i... ...... r r r r r rr r :r [r rr r r c . r r Star-ClearII 'm Cartridge Filters Single Locking Knob securely fastens filter head to tank,eliminating clamps or bolts. c Filter Head provides easy access to cartridge element.Attractive and NSF. durable,the head may be rotated to conveniently position pressure gauge and manual air relief valve. Heavy-Duty Filter Tank injection molded of high strength Duralonr" for dependable,corrosion-free performance. Automatic Air Relief purges any trapped air during filter operation. Cartridge Element is engineered of high-quality reinforced polyester with gasketed molded end caps for maximum efficiency,easier cleaning and longer life. . i Molded Center Core incorporating unique"Waffle-Pattern Design" ' allows for maximum flow and provides extra strength. '� Elevated Filtered Water Collector and Debris Sump prevents N accidental by-pass of heavy debris to pool or spa when cartridge is removed for cleaning. ►i E • '""°' 11/2"or 2"FIP,or 2"Socket Connections for plumbing versatility. 1/2"FIP Filter Drain Valve provides fast draining for elevated spas and tubs.Also accepts standard spigot valve. Specifications—Star-Clear 11 Cartridge FILTER TYPE: Cartridge element:75,100 and 150 sq.ft. FILTER TANK: Injection molded Duralon'" FILTER ELEMENTS: Reinforced Polyester PERFORMANCE RANGE: '/2 TO 3 HP(75 to 150 GPM► DIMENSIONS: C-800-291/2" H x 13" W(749 mm x 330 mm) C-1100-351/2" H x 13' W(902 mm x 330 mm) v, C-1500-47" H x 13' W(1194 mm x 330 mm) Performance Data 't9 MODEL EFFECTIVE DESIGN TURNOVER(GALS.) NUMBER FILTRATION AREA FLOW RATE 8 Hr. 10 Hr. EASY TO CLEAN CARTRIDGE ELEMENTS. Hayward cartridges have extra dirt-holding C-800 75 sq.ft. 75 GPM 36,000 45,000 capacity and are engineered of durable,high- quality materials to last for years with only minimal care.Simply remove the cartridge element and hose off with Hayward's EC-2024 C-1500 150 sq.ft. 150 GPM" 72,000 90,000 Jet-Action Cleaning Wand to restore to clean operating condition. 'Determined by pump size and piping system hydraulics. 2"piping is recommended for flow rates of 90 GPM or more Flow rates above 120 GPM are not usually required for residential pools. HAYWARD POOL PRODUCTS, INC. Hayward Pool Products, Inc. Hayward Pool Products, Inc. Hayward Pool Products Canada Hayward S.A. 900 Fairmount Avenue 2875 Pomona Boulevard 2880 Plymouth Drive Zone Industrielle de Jumet Elizabeth, NJ 07207 Pomona,CA 91768 Oakville,Ontario L6H 5R4 B-6040 Charleroi,Belgium ,qA-q? —. . — —s L-r%i V I w LJL-M%in DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233 - Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT _PERMIT il1MAT10N, __— ---.- __--—LOCATION INFORMI�'1'ION _--- _ _ - Permit Number: 23209 Address: 500 NAUTICAL BOULEVARD NORTH Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: POOL Township: Range: Book: Proposed Use: POOUSPA Lot(s): Block: Section: Square Feet: Subdivision: SEASPRAY AVENUE Est. Value: Parcel Number: R OSIER I RMAT4_ t _ Im rov. Cost: Date Issued: 12/27/2001 Name. HARPSTORE, WILLIAM AND TAMMY Total Fees: 35.00 Address: 500 NAUTICAL BOULEVARD NORTH Amount Paid: 35.00 TLANTIC BEACH, FL 32233 Date Paid: 12127/2001_ t� 00-0000 Work Desc: -WIRE FOR SW_ i - — frQt+IfiRaT. = :EI ES ——-----—� A PLUS ELECTRICAL 35.00 yG • ^"lak. ea ' :',,. '§`v-,y 3 :._ ds ", � -aE'• �-i` s�-w �moi.� _ l Y 6 F _ GROUNDING P 3 _ ....- - .. kms. .....'.. < 7-5 NOTICE - INS P "IT IS iVi _, ) _EQUESTED T LEAST 24 HOU f NSPECTION BUILDING MATERIAL, RU H l+tII ffti [t�JS 1�1.R PUBLIC SPACE, AND MUST BE CLEARED UP AN "FAILURE TO COMPLY WI TI ST C SULT IN THE PROPERTY OWNER PAYING TS" ISSUED ACCORDING TO APPROVED PLANS WHICH AR PART OF THIS PERMIT Al', SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 1' r� f35.88 14 Date: 12/28/81 81 Receipt: 8822671 1 . ATLANTIC BEACH BUILDIN DEPT. CHECKS - A9188883221888 CITY OF ATLANTIC BEACH, FLORIDA t Appmvr4 AY APPLICATION FOR ELECTRICAL PERMIT L TO THE CHIEF ELECTRICAL INSPECTOR. DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVE( FOR DOING THE WORK AS DESCRIBED IN THE FOLLLuWING. WE HEREBY AGREE .O PERFORM! SAID WORK IN ACCORDANCE WS"i H THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 12kkt-:5 -;0:2e-C,-Y;Z)'-A t (�o c '�/))) At'f'y�-_4� ELECTRICAL FIRM: MASTER EL AiCIAN S1GNA RE JQUR � NAME,Z�A1'Z?S O"Z- ADDAESs:.' ''C' lyAct-;c.AL �L-✓1�. r.)- RFD sax SLOG.SIZE � '' /2�� ro 2 p�Jt K% 5�� mM i✓�ZSE-TWEE Z RES. 01 APT. I } COMM. ( ) PUBLIC ( } INDUS. ( 1 NEW ! I OLD { I REW. i J ADDITION ( I TRAILER ( } TEMP. ( SIGNS ( I -_ SQ. Fr. SERVICE: NEW { ) INCREASE l 1 REPAIR ( I FEE CONDUCTOR SIZE AMPS COPPER ( 1 ALUil+!_ _ SWITCH OR BREAKER _ AMPS _PH �--- l VOLT I _ RACEWAY IST.SERV.SIZE C� AMPS / _-PH w aLld1VOLT �IACEWAYEXFEEDERS NO. SIZE NO. SIZE 110. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES J CONCEALED OPEN TOTAL 0.7Q . M►71, _— — �1•100 A?A P9. SWITCHES INCANDESCENT FLUORESCENT&M. V. f F IX$D o.ion im-r-i-71 Ovara ADPL LANCES BELL TRANSF. _ A1A MY. RATING H.P.RATING ' CONDITIONING; COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT OVER II H_P_ uni Tnee I u o tine r�r._c nuC curs -ung rn�a Orae, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ...,,: ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025147 Date 11/21/02 Property Address . . . . . . 500 NAUTICAL BLVD Tenant nbr, name . . . . . . CHANGE OUT 9 WINDOWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2366 Owner Contractor -- ---------------------- ------------------------ HARPSTER, TAMMY KINCO LTD. 500 NAUTICAL BLVD. 5245 OLD KINGS ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32257 (904) 355-1503 --------------------------------------------------- ------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 45 . 00 Plan Check Fee 22 . 50 Issue Date . . . . Valuation . . . . 2366 Fee summary Charged Paid Credited Due ---------------- - ---------- ---------- ---------- ---------- Permit Fee Total 45 . 00 45 . 00 . 00 . 00 Plan Check Total 22 . 50 22 . 50 . 00 . 00 Grand Total 67 . 50 67 . 50 . 00 . 00 BUILDING MATERIAL,RUBBISH.AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. lv7�i- BUILDING OFFICIAL CITY OFATLANTIC BEACH PERMIT . CALCULATION SHEET `` Address D L�0tl(l �- �). Uy Date Heated Square Footage --"(4�=@ $ per sq ft .= $ Garage/Shed �� @ $ per sq ft = $ Carport/Porch v @ $ - per sq ft = $ Deck Q @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ $ C6 Total Valuation 1st $ P00 B 66 $ l® . Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ 6 + 1/2 Filing Fee $ �3 ( ) Fireplaces @ . $15.00 $. . BUILDING PERMIT FEE $ •�� WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT. $ SEWER TAP $ ( ) RADON (HRS) .00501 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ { ) SURCHARGE . 0050 $ OTHER $ 'CZ .GRAND .TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical_; Plumbing Electric/New Electric/Temp ; Swimmingpool Septic Tank Well Sign Finish Floor Elevation Survey Other. CALCULATIONS and/or NOTES : P. LA RF G 1�,R`T 1F, fa, NOV 0 7 2002 I _. BY: ;t. City of Atlantic Beach • 300 Setninzle Ruad•Atlantic Beach,Florida 32233-544: Phone- (904)247-5800 • F�'C(904)247.5345 • httN:!/www/ei atlantic-ceach.fl,us PERMIT APPLICATION FOR REPLACE.VMNT OF N'VWDOWS,SKYLIGHTS AXED GARAGE. DOORS OF SL`GLE-F.ALynLY OR TWO-FA.NCELY(Dt1FLEX)CONSTRUCTION Date //J 046 2 40 Address waerc work is to be performed S C)o I V 1�K..+Ulg 700_ jt 33 Applicant ty�w �11 n Address moo 'IVp,. . ,..Q �jrt._,�+�• Phone: 2-4'1" Legal Description: Block Number Lot Number Zoning District Contractor ,,n ts, State Liccn5c Number Address photo City_40,1 Stote zip Fax --OCQ( Desc 'be Proposed Use and Work to be Done _ `L �Q Present Use of Land or Buildirg(s)' n •-• t-..o Valuwcon of Proposed Construction 2 LQ (0 M Building Dat ft Mean Roof Height 139' (t}) Building widtb Zb (ft) Building Length (ft) Roof Slope 'Window Elev 44 ft) Window Height 4ti�Pt, (M Window Wildth` {ft) Measurement from corner o.f building to window (ft) a ss 'Window Elev, From Grade i p. � In addition to the.Building Data the following information is requi.ed: Manufactures Test Report Installation Procedures Wiadow Descriptiorv`Type Garage Door Description/Type Skylights Descriptt'orJTypc Elevation View of Window Locations I FZIK :BY CERTIFY THAT ALL iNF0FJ1vtATION PROVIDED WITH Tll{aS APPLICATION IS CORRECT. Signature of Own �JL(,ti �` J Date 6 I HER..EBY CERTIFY THAT I HA READ ANL,EXAMINED TFUS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THr.LAWS AND ORDINANCE GOVERNWO THIS TYPE OF WORK WILL BE COMPLETED WITH, W-1-M-TIER SPECIFIED HEREl'N OR NOT. THE GRANTINO OF A PEXMrDOES NOT PRESUME TO GIME AUTHORITY TO `,IOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDIN.4NCES, OR LAWS 'N ANY MANNER, INCLUDINO THE GOVERKD.410 OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERST.#LSD T14AT CHE ISSUANCE OF THIS PERiMIT 1S CONTINGENT U?ON THE ABOVE INFORMATION BEL NG TRUE AN"D CORRECT AND THAT THE PLANS AI,@ SUPPCRTINI G -DATA NAVE BEEN OR SHALL BE PRO'�iMED AS REQUIRED. Signature of Contractor 1/ , Q Date wu�� Address and contact information of Person to:eceive all correspondence regarding this application (Please Print) Name _ ; --------T Mailing Address Z� CU Phone - I ?(, FAX -0:,O(0( E-mail Sworn and Subscribed Before me this —7—Day of 6v 'Z State of Florida, County of Duval Notary's Signature �Fl IWT * COMMISSION NWASER As to Owner: Q Personally known a a CC826435 R-T-roduced ldenti isttf�F p�O MY COMMISSIONRES Type of identifi.ati As to Contractor Personally known C Produced identification Type cf identification produced r p.3 NOTICE OF COMMENCEMENT WkEPARE IN DUPLfCArQ Permit NO, Td%Folio No. County of To whom it may concern: Tho undersigned horoby Informs you that Imprvvenionl5 will bo made to curtain real property,and in as Ewith Section 713 of the Florida CO4ii. Statutus,the following Informatlen Is stated In tills NOTICE OF PAMtENC NCEAYENT, Legal description of property being improved: Address of property being improved: �ga,t� � Gonoral JesOaiption of irnprovemonts: Owner --—- AdCres_._ 0� A Owner's interest in site of Uro inlprovemenf ree Simple Titleholder(if othor than ownor) NamC Address Contractor Phor-.o No. �( _Fa2N. E surely(il any) - _ Address -- — ------ Arnount of bona i Phone No. Fax No. Name and address of any porsun making a loan for Iho CGnsl rucl'on of Wo lmprovomonts. Narno Address _ Phone No. Fax No. Nama of Porson within the Slate or Florida,other than himself,designated by o+Nner upon whom notices or ocher documents may be served: Name Address Phone No, Fax No, In addition t4 himself,owner designates Ilte following porson to receive s copy of the Lienor's Notice as providod In Name St Section 7 13.06(2)(b),Florida alu(cs.(I'll)in at Ownues option), Address Phone No._ -- -F - --� —•--. — _� Fax No. EXI)iratiun date of Notica of Comrnoncemonl(the ur.pirelivn date Is one(1) e difforen!date is spocified): O year from Iho data of retarding unloss a —7FIIS'tWACE FOR RECORDER"S LIS E ONLY OWM�R ;iignaa: �/L�{..L. .Y. Date: Oeforo mo this` dry, In file Colt]ty of puvai,Slatu or Florida,has parsonolly appeared r s Notary Public at OF, at My cornmisslan �ps; GCIAINOTAgySFAb PorsonaUy Know n Produced identi i o Q or SOF F%.�p My COMMMSION EMRES APR.13 2003 11/11/2662 07:15 9043500061 KINCO:LTD PAGE 63 A, fFC NATIONAL CERTIFIED TESTING LABORATORIES 1464 GEMINI BOULEVARD•ORLANDO, FLORIDA 32837 ® PHONE(407)240-1358-FAX(407)240-8882 STRUCTURA1 PERFORMANCE TEST REPORT Report No: NCTL-210-2701-1 Test Date: 10102101 Report Date: 10119101 CITY OF ATLANTIC BEACH Client: Kinco, Ltd. BUILDING OFFICE 5245 Old King Rd. NOV 1 2002 Jacksonuille, FL 32205 - Test Specimen: Kinco Lid. Series "71,11r'-4/ Te Windowi (H-LC50)(DownsizedXReferenee NCTL 210.2716-1)- moria Jec L1.4Y1Vi4� �Xjrl 111141 D,4 10111.5.2-97, "Voluntary Specifications for Alurn inuin, Vinyl(PVC), and Wood Windows and Glass Doors." TEST SPECIMEN DESCRIPTION General: The test specimen was a one-over-one tilt single hung aluminum prime window measuring 53-118"wide by 78"high overall, Both sash measured 49.518"wide by 39-114"high. The fixed Lite was glazed to the frame members,providing a viewing area of 47-11116"wide by 36- 314"high. Fame and sash members were not thermally broken. The active sash was removable via a single coiled spring balance with locking till shoe located in each interior jamb track. One rigid vinyl lock was located at 3"from each end of the active interior bottom rail. One(1)plastic tilt latch with thumb actuator was located at each end of the interior meeting rail. One (1)die cast pivot bar was fastened with one(1)screw at each end of the bottom rail. The frame was of double screw butt- type corner construction and active sash was of single screw butt-type corner construction. The fixed meeting rail was fastened to the jambs at mid-span with one(1)screw. Glazing: The active sash was exterior glazed and the fixed Lite was inierior glazed using 3i 1 thick clear annealed glass using a silicone bedding and rigid vinyl glazing bead. Weatherseals: One(1)strip of center fin polypile weatherstrip (0.290"high)was located at the interio face of the top rail and both stiles. One(1)strip of centerfin polypile weatherstrip(0.290" high)was located at both stiles. One(1)strip of vinyl weatherstrip was located at the bottom rail. Weeps Otte(I)weep notch measuring 1.112"x 318"was located at 4"and 22-114"from each end of the sill face. One(1)weep notch measuring 1.112"x 318"u,las located at each end and at mid- ff span of the interior screen retainer sill leg. PROFESSIONAL S IN THE SCIENCE OF TESTING i�'C 11/11/2002 07:42 9043500061 KINCO:LTD PAGE 02 Quality AccuraW Assurance Fenestration Testing Laboratory, Inc. 1677 West 31st Place Hialeah,FL 33012 Phone;3051819-7877 Fax 3051819.7998 Lab. Number 2015 April 16, 1998 Report Number 26 File Number 98-102 Page 1 of 3 L-2863 OFFICIAL TEST REPORT MANUFACTURER: Kinco Limited DESIGNATION: 14-LC55-53 x 78 ADDRESS: P.O.Box 6398 SPECIFICATIONS: AAMA/NWWDA Jacksonville,Florida 32236 101/(.S.2.-97 DESCRIPTION OF UNIT Model Designation: TW-1;Aluminum Single Hung Till Window Overall Size: 4'5 1/8"(53 iB")by 6'6"(78')high by 2.376"deep. Configuration: O/X No.&Size of Vents:One extruded aluminum tilt vent,4' 1 3/4'(49 3/4')by 3'3 1/8"(39 1/8")high. MATERIAL CHARACTERISTICS Frame Construction:Unit tested with a flange type frame,butt joints with is white coated fuush,aluminum alloy 6063-T6. Frame corners were fastened with two No.8 by 5B"pan head sheet metal screws;fixed meeting rail fastened at ends with one No. 8 by I" pan head sheet nidal screw. Overall interior frame sill height is 2.188". Size of frame members as f0lows:11-a.c head 1.000"bx,9.439'by 1.SO!?",h arae sill 1.136"by 2.558"by 2.188X. fra rsc jib; 1 t 2c"M.ro�� "ay 2.719';fixed meeting rail 0,688"by 1.373'by 2.124". Frame members are solid extrusions with atypical wall thickness of 0.062 Vent Construction: Vent has butt joints with a white coated 1'lnish,aluminum alloy 6063-T6. Top vent corners were fastened with one No.8 by 5/8"pan head sheet metal screw;bottom vent corners were fastened with two No.8 by 5B"pan head sheet metal screws.Size of rails as follows:vent meeting rail 0.375"by 1.201"by 1.437"by 1.451';vent bottom rail 1.133"by 1.437"by L951"by 2.163".vent jamb rails(solid extrusions)0.322"by 1.201"by 1.000 Vent malls 4tre hallow extrusions,except where noted. Vent members have a typical wall thickness of 0.062". Glazing: Matetisti:0.562"overall sealed insulated glass using two lights of 0.129'annealed glass with 0 312"air space between the two lights of glass. Method:Fixed light is interior glazed and vent is extenor glazed,each with 1/,'glazing penetration using a closed cell foam between glass and frame and a semi-rigid vinyl snap on glazing bead. Daylight Opening. Clear opening of vent,47 3/4"by 35 9/16"high;fixed light,47 5/8"by 35 3/4"high. Weatherstripping: "anti Description Location Single row Q-lon No. 5743.3301-6 at vent meeting rail Double row Nile with integral plastic fin at each jamb rail of vent Single row Vinyl 1112 at vent bottom rail 1v rl"rl I;,Y1,1unr It I>i t"r N t>It:l t/4.v Irl[4*II[r..*NI to YM.OY it I36"o0iK SM.''is♦,.t N:nrXA Is LWX v to AIXHwtc If Ilrn"NIA 14 NUI•X:t't Y.Vrn.wit,K.I vj L�I.rt pVKtttl.'i Or Nn'"rn N•1 "rIlNI11X NIN'At IVNMN":I41.1NH/.'.wlµMr ry r::}I"lfI. NIi CosiKXuLUNS oil lRlnncls rm-iw IMc.—P.N61111ii,gr isMl 01 NrIN or 11,X1 yA"1�f7/Mf1CP,`•W1111rv,MJtl 111n111,,R1UrSmw e11rulassa111 11/11/2002 07:42 9043500061 KINCD:LTD PAGE 01 4 Kinco, Ltd. -2 NCTL-210.2701-1 Interior &Exterior Surface Finish. White painted aluminum. Sealant: The frame and active sash corners were sealed with a silicone sealant. TEST RESULTS Par, No. title of not & Mcthod Measured Allowed 8.1.4.2 Uniform Load Structural-ASTM E330 75.0 psf Exterior O.00d" 0.196" 75.0 psf Interior 0.003" 0.196" *+ No glass breaker or permanent damage causing the unit to be inoperable TEST COMPLETED 10/02/01 The tested specimen meets(or exceeds)the performance levels specified in 7.bble 8.1 of AAMA/ NWWDA 101ILS.2.97 for air infiltration. The listed results were secured by using the designated test methods and indicate compliance with the performance requirements of the referenced specification paragraphs for the H-LC50product designation. Detailed drawings were available for laboratory records and comparison to the test specimen at the time of this report, A copy of this report along with representative sections of the test specimen will be retained by NCTL for a period of four(4)years. The results obtained apply only to the specimen tested. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen may be drawn from this test. Mis report does not constitute certification of the product which may only be granted by a certification program validator. TIOQNAL CERTIFIED TESTING LABORATORIES PAN CON YERS laboratory Manager .,,, ... .. '...._:..:.a.,. ... .. ...._ .w,:�f alr..a.�.....,. .. .._...,... ... u.�iLW.Ly.,w..............a_.......,�...............•A4...,Y •...Liit....�SSaa y YYYYY�.�kkakok '+��,.Nm"{!' a:::L'Nh� �,��t1C5 ��5�-kJ7�• ��L�• d135LS:lC •oo8'b'.2C2S �� ob- oo"E�$.x2S.. ��. F NNNNNyy4 bSmLbSSLLaLi.:- SSSSSE PSPPPQP NMNRINNI.Vi PPAPPmP �-wlNi��i S BYNONLPp •NON PP- O N- 'd � LPr YSN�Pr S WVWJUWWW WVVVUWW WWWVVVW VVW VWVW NNNNNNN NNNNNNN NNNNNNN NNNNNNN � 1 d C WW WV WV4WW VVuuW YW UWWVUW NNNNNNN NNNNNNN NNNNN N T JUVUMW NN NNNNNNN r O r � V.aWW VN V..UWWN ♦.W VyNN ♦-WVVNN ..WWUN NYI•-VWUNN .-WWUNN a-WWWNN�/1 m At i A 8� M lip � lz -° i N 9 ry A p ^ m o o � 1 2 X a p Cam � S O ^P - ?i 31 g 7 �w I � CITT ap BEACH 716 OCRAN 000LIVA90 Atiantiv 13c"ach' VXA * ADDENDUM TO BUILDING PLAR 1. Building 10c&tiOXI 500 Nautical Blvd, 2, The attached plan fur the above buildiiq Is approved subject to meoting the following applicable construction requirements: a� ftshall be continuous monolithic concrete under exterior walls, ralsforead with two S/8" deformied re*inforcing rQdG for build_lNngs and three SjS" deformed reinforcing rod; for two-otery buildings. Reinforcing rods shall be placed is the iower one-third of the foot-.inqx, properly placed and an metal saddles wtutawire. Footings shall be s!'X x. aches Widez on eaOt thaw -the wall above, shall be at liaat eight Inche' s tbitrk and, shali rest on firm soil at least twelve b*tow Vn&"0tUrbCqd soil. 13. la holt6w- %RaS*RX-V snjit ruv i�on, each Unit 05611 sholl be with at least one No. 5 bar at all cornersy poured shall be properly t, *d .into the fcot4ag end SP&adV&J bZWeA. zball be secaraly", R11 Warod truss Baa 2astaned to the er-terict' W4116 with aPpKoved huxki�&ng Luch*ts air clips. d. Construction of nearby &aie-fam'i2y dwelllkagz, whtch are duplicates or int(sntaely similar, &halt be avoid*d. such similarity romaidf" r3 the external configuration and appearan't-.6 (I.*. , roof, outer wall aiaterTaal s, window size and design, and other like characteKksticsJ of structures. in a--Cord wit,h the foxagoing, similar or duplicate homes ahall not be . vonstructed within close proximity of each other, and shall be at least Soo fact apart if any one similar dwelling is vlz�'hle from any other H'4'MAJar dwelling. e. Sever service conn*ctions mvst be probed with clean-cut rods In the presence of 4 City .Dspetor. f. The final counect4oa betwoci,��n the houpe, '#lumbinq drain and the Sewer service (,at the prop'erty 11s,*) must be inspected by that City before being oovered. City Manager The undersigned hereby certifies that he has read the above and understands that this addendum takes precedeace over any contrary details to the plans and specificAtione and e agrecomply "g with the intent of this addendum. Sr By cc; contractor/owner CITY OF ATLANTIC BEACH APPLICATION FOR SEWER CONNECTIONS PERMIT NO. DATE; 4/5/77 LOCATION 500 Nauti c0 I Blvd. , N.STREET LOT NO. 11 BLOCK NO. 3 OWNER Fred Mi I Is TYPE OF BUILDING Residential MASTER PLUMBER INSPECTED _ BY BILLED ACCOUNT No. J� 11�� //CITY OF IQ&4a, LC 6i�- Office of Building Official REQUEST FOR INSPECTION Date ` ` � Q � s Permit No. Time A.M. Received P.M. Job ddr s — /7 Locality C% Owner's Name Contrac BUILDING CONCRETE ELECTRICAL PLUMBI MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough L] Air Cond. & F:]Re Roofing 171Slab ElTemp Pole ElTop Out ElHeating Insulation F] Lintel F1Final [ISewer ElFire Place C Pre Fab READY FOR INSPECTION M. Mon. Tues. Wed. Thurs. Frida� Q A.M. Inspection Made 1, q 10' P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date 11'' /�CITY OF //// f &odw /.i -99 Office of Building Official REQUEST FOR INSPECTION Date Permit No. 9 Time A.M. Received P.M. /` v c-O g lf� -1k CA-L (40 . Job Address Locality c Name s Contractor &o�� BUILDING CONCRETE ELECTRICA PLUMBING MECHANICAL Framing ❑ Footing i_I ough Wiring ❑ Rough ❑ Air Cond. & Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel -i I ` 'A---Sewer ❑ Fire Place ❑ ( Pre Fab READY FOR INSPECTION-- A.M. Mon. Tues. Wed. Thurs. FridayP.M. Inspection Made aZ d 0 P.M. Inspector Final Inspection ❑ Certificate of Occupancy I_i Date l TOP FLANGE HANGERS ITT/MITIHIT/ITTMv ,• TNsa,Bdurlh/n,eralle la . rlm,l.r<wMxxras,o,mdrr.nnv. II BM I I awe a r 0.ornma 4 M I xurca A Oedc 1 J ralge 0!Tou F131W,I'I sl ha g[5 Arthillia Ine rr�' g tlJk Ol '$'obit+Amiv'Unnnr uP I e'.e ': lcallTT ina"I I .mallet fypIIIp ITT Bend Tab NMNnpa Noo the ITT pr. w Id-r t wilh tpri+lrf al I d slight u.ngle into the OOltum Marne n!Ira I bolsi MM ,,D !le So ,er:are nut os rucc,lu s \� Tile bend lab N be T C directly I'll M liLM RCS ` tins the ll S KG 41 e J k s Inyl Idem nl J J q I IT' 1,I yr I It.,in,Je h gm f I,,;Set", Set" Ihe 1 D[JDI II a 1 nq I 1100 Algol M .- - AUTMIT-Patented Posifirw A pH Noting I, l This!e t sPe hr.ey q d In,wont wpb l l x.rk PIn, use0 mlA the MI 10,"11 Win 1 .Angle tJdlnq lPANi!M s10 0 q trier wrL x,n,r.. hole mamma Is not re. ,ed.Our is use0 to chennal.n0 canfinc lM ITT vt m1 ure. path ClIN nail Io[tie ophnlmn angle.PAN Henna:+,spIrloeq of.IN tMnges wNle pe,mldtng Bme-loving ruH.,i;Iron d'oe;tef Angle. LATIN nleson"Aa wood coonaclors:an be drecth embgdtlad Al a 91ou4id bl.'k wall.II can also ba 111116 on I"01 a masonry or .....rete wall os!ng T:len screws. Sae Tap Flaepe bbAl On Pages 9010 99. 'a' MATERIAL ITT--Byalge-MIT HIT-16wi.u, ! _ ITTM 12 yauy.:lap II Ve rp 1B g:rg-'�'_r,uJ � 2'i.,.� `•`� HN/SNGal'✓an red ' LABIAL ON-Ijje.,hSar.,fiHjl,eatnA V rly Ilial IM mead., _ en take IAe regmn0 Ameners 5,e[lieu in IM Itele •ITi's ce thing.I."hole IaVI a)W I M"n"ne' H < hoe n s.al allows al.a,l rt,o pl mn9a,Ip I IO s I. SMT(1PTOpt.IFTCWP •ITT'$bend-lab may M nailed unthenl Arlo phi MO weh Shift— ALLOWABLE LOADS•The ITT MIT and HIT ha.ge have IOaato. IOr optional nails it additi0rW hold,Is neelaD.Optional uplift tiling 9 Ie0hoo,the addition 0l prope'ly-Secpred r,^.h,l,!Ierers Sea the la9.1 tablas for mm.mom'Hioned laVene,s an:1 ahnwaM[ ?yl ophn loads. w OPTION$.•Because these hangers US ION de-tormed,IMV canna)be 9'y HIT Insholalion 110,led Hone,;,these norei will normally accommodate a 01,, HIT a 3,NarNr mounfetl 01 au Ie 5' un a Slee'Beam .For slnGPd In'SIS op!D14.'.1 here is no..h.hon.1-n!412 and up to',12,tests show a 10'.4,H1,cron.n intimate hanger strenglh. Local crusmang or the oohom hange or excessive eetwiron Any he to hrlg,check Mt;,pill m.i.d.urer ICI spNlllc Iilnillli0os Or, Daring 01 INS type. CODES:See papa IO for ChM 1,ion.7 hey Chan. U V Typeeal no, lnseollad Typical ITTM Inehlled into ae a Dohme t vt Concrete Block Mir (NO THens required) u.s.vx<x s.sss.ap Same n.del cBnlipu,anOns may do,nom mase SAO"on page H. POSITIVE ANGLE NAILING EanUBl"'.,y rA,dr,AO", ILIT S ITT INSTALLATION (VPA SIMILAR) Correct Nailing 1 l _ p a Ine a iWx :at (S pso �. ." -In the LAO Hi the-1 +tab s oa, NIh HOGra •>f .,Ili I hj,P M Ir N In angle l0 Lmr y Installed. 0-A) pr,.n!the t.oa Nail Too Lang Nair al Wrong Angle hom spldtinq. DG Not Bend Tab Back II SLRIES WITH VARIOUS HEAVER APPLICATIONS F.M-. Alternate.Loral Me.ax Trp Model i Il 118' uplift' OF/P ! OF/7CL' SR CoM- TOp f.p Jolt) 117]1 11601 Lill' PSl lSt BPRP OPF IJMsI 1 4.ha R.. )00x1', 2 10dxf'f. W ,; 2.1 al 1235'1225 ;.35 Z3 104iS OSO TSS In Sen <-!OC_ 21TW to 29'5 2B5 11_.50 1,sco •13_5 615 200 .r1, 1160 2 180 2 sOW - 215 285 F 15(IOT 15355 1500 17W 13115 _ 110dx1'h 110dx1h '110 200 2035 1 0 5605 1 11115*123D B85 MIT$x15 150.1W. .1W 11Wat': 1k '9'90 13:1 I ZfJDU 15115 2a00 hSl, 1 tl..1, i - 4-1Bd 4160 21Wvi•n 2M1 ?911 155(1 99'!15 2.ia00 1%5 L N11-Se 1160 LIS 160 _'I__ _111-1., .,140 29(1 2550 2050 j 2500 i 30501950 1 4 in- l,Ws. nrM.M Aill.fall NOepi,"AlSp-I'.I.: .'lar tet'Oenut,nrrn ' 'J,kh I-,are Ou[0 on Occi as F!.M Mta deer:ncrr:.tep ':Nun ta,M;n Ili[SPF,[muton. and BaY.lmr"le m rviM:nMin,I w.ID nc Imre! +.JFrI'I',,-Z.tNAVS mad A,T wig S-ilrv,y.•s xv,tWx Snvm Se m+Ane m e ar.ini.Ow.bs 133 arnl 1 e01m terrwl OF-xwit.1r olrpes mark tan S,uc!vr.1 Colo..Lumm�.Fo:Ilarpes k.s marc ..IIriY !w0ir,q r,.1 Inn r,lhr r:m.strx;.nn.Im SPF Par ,[pure I'l+✓aues Ma I—d 095. G.a6-.DI/SP ugnl Ia.n. darn slap Aeadr mR[Mtt In A.,ITT I.Dk mors.,1',.`. a.-Teen num:ry$+reit$are oxy�epu'rep Allo in.m.rmel SCI.,He'llin compo..;.r,lP a!ama'dell ve.'ww Union,ParNlam"PSI and TmWrSa"no'1 St !lead.:=rM JOI;v,is Ale lio.un Ivy rat me w.V a.Laae yaps in D+s[d a.01!SP+holo wend+. Header "l,13. J.Ayliea lvl A—, O.m'h o:Oeuakr li,m r __e.,req .,len+v,wr xn.at,armrurn w.nraw NAILER TABLE This Mbleindicalrs he maxlmom am-Age claft Int 1TT;MIVIOT Danpels used.,no.d no,s.The Mader rail OPTIONAL NMLINO EOR INCREASED UPLIFT title mast D< Sto,Ied i0 nose i r J n Other 1>Dlas. E lm.r. AN."Ipull Ngear Attainable a0la LaLoad _ M .<. 1pK. media IiMathnp Oily 8Pf Lk rl T TK. JIM les 110 6-IWx1'1. 1215 1�T15 11270' � Odat 4.10d.-i J i[.xl.r <b5 515 2. ITT 9100 4l 11Wx1Y. 485 575 3x .616 Serlrs -.- 1550_ 155Q 1 416 1 w .85 "I 2 2x _6 100 1115 1200! '...1 ItOdll! 41W iN 11W to 160. 1 dx t 6 16d 1550 1 50 MIT - -- --- 575 2. A IANx Iin 1510.r 1d60�1806!! 1-160 1 B4 �1(tlal .W 575,_, 2n .NI i A 150x2Y. /915 _ 160 6-tip a on / .80 176 E I MII Sellas Int LIBdx2 (Wt.i M h lap 571 2sx _.11100 3x 10160 2/ 2035 1 __! AseO m,l 9 rM Aden d0' ntl0". NIT Sc, 2-2x /0-10tl 2525wino h, 1 n0 r,r.maI nalS., wew.e+armmp nlnecMe..nr mM..q.r 1.TIwseA rp ay?[Iwv':mnht-lN.a Msgn!wp. 2 C vr. ep!a.-pi,rlw Mdl•Im.reitn4 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: 1/ uT• OF Intersecting Streets: Between � % ��'�' And BUILDING Sub-division II. 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 part hereof and in accordance with the City of Jacksonville ordinances and standards of good.practice listed therein. Name of Mechanical Contractors 77 Contractor (Print) {if/,/'Irl4 v rr/ t e-S Master L_ l/X ,//6L/ Name of Property Owner /0-6/- Signature JUSignature of Owner Signature of or Authorized Agent Architect or Engineer Ill. GENERAL NFORMATION A, =nc eating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON THIS BUILDING OR SITE ❑ Gas—❑ LP ❑ Natural (j Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION C) Oil PERMIT ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO EE INSTALLED NATJIRE OF WORK (Provide complete list of components on back of this form) Residential or ❑ Commercial eat ❑ Space ❑ Recessed 0 Central O Floor ❑ New Building Air Conditioning: ❑ Room Q Central L Existing Building ❑ Duct System: Meferiaf Thickness 9 Replacement of existing system Maximum capacity c{m ❑ New installation(No system previously Installed) ❑ Refrigeration ❑ Extension or add-on to existing system ❑ Cooling tower: Capacityq.p.m. ❑ Other — Specify ❑ Fre sprinklers: Number of heads ❑ Elevator ❑ Menlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY C) Gasoline pumps (number) (R-oiwd) ❑ Tank- (number) Remarks ❑ LPG containers (number) ❑ Unfired pressure vessel ❑ toilers Permit Approved by Data ❑ Other — Specify Permit fya LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer (Tons) Agency" "`'Agery ,j-ix-9y �,•x� ��``a��.,tt CITY OF ,Office of Building Official REQUEST FOR INSPECTION Date 5---w Permit No. F-—5 Time — „l A.M. — --- Received r - P.M. Job A dress Locality Owner's Name _ Contractor BUILDING CONCRETE ELECTRICAL PLUMBING ECANT Framing C Footing C Rough Wiring F Rough ❑ Air Cond. Re Roofing G' Slab C Temp Pole Top Out Ci Heating Insulation C Lintel ❑ Final ❑ Sewer Fire Place READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs Friday A.M.P.M. Inspection Made —P.M. Inspector--- L�.— — Final Inspection O Certificate of Occupancy Date 3333 OF BUILDING PERMIT►.10 pEPARTME'N'T EACH. FLORIDA I TLANTIC B C,TY OF A IT To BUILD PERMMUST Be POSTED ON JOB THIS PERMIT 11— Date 86-50 'e ' ,120 00 Fee$ �fC3 • is I' 4 •�reaeurer. and Valuation$ tee has been Paid to City until above lic.ble Provisions °f law. t not valid violation of aPP This Pew' cabject to revocation for This is to certify tha f ermi$Sion to buil has P "one tsin SSD Classificatio z, Bloc Owned by i } ��,td. y• MS tical Lot iy3t3t* this Permit _ CONCRETE BE IN- are Part of NOTICFOOTINGS MUjp.ING. IN- Rouse No• fans which OR PO roved P AND BEF E According to aPP ONTIiS PERMIT VOIDE OF ISSUE AFTER DA debris -n rubbish be P aced in p0 Building mwork a'mmust not cleared UP this d must be coma public s lade, %vt by either actor --► and hau or owner. �. Yet Building Official• C. CONTRACTOR PER IT FOR OFFICE NUMBER i� USE ON p PLUMBING K F rRICAI- t SEWER WATER rs APPLICATION FOR WATER CUT-IN TO THE CITY OF ATLANTIC BEACH: Application is hereby made for 3/4" Tap water cut-in at the following address for 1 . unit(s) . Cut-In charge of 85.00 Street No.500 Nautital Blvd. N. Lot 11 Block 3 Subdivision SS Ordered b Owner c re Illss Mailing Address 1457 Mayport Rd. Date Account No.� Meter No. Date Installed FOR OFFICE USE ONLY ~ ` Date...A6y---y........19 77 ` S� Permit #------------------------Fee$. �?.-1............ CITY OF ATLANTIC BEACH Valuation -/•ZD.a FLORIDA Houma# ..°B a7tklw .8/Ao/ �1 APPLICATION FOR BUILDING PERMIT erg�,.�-R o.v fl oa �1�. _ CITY Of ATLANTIC BEACH ----------------------------SUA_QJ-P4,G-0FFtCe--------- Application is hereby made for the approval of the detailed statement of the plans and specifications h Jh s# JJ for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinan f t City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, all ciec� wer�c� herein specified or not. "' e' ' The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date---.. .. ............, 19__ Z Owns^ �j y� Address 1J_. _.��i //o/I�!'/ ._... Telephone 4 Architect-------------.......................................------------------------------------------Address.----_---..-_--------`/ ..............................Telephone ContractorBuilder----------------I ..........---------------------------------------_-----Address------..---•--•---------_ ----------------------------Telephone No._..2.�_f Lot No—_--_-.-_--.__.l____------------------------Block No.__.._.._ Sub ------------- k47-3 --------Side Between----- k- --------and 5� �� ------------------- ---- -��- -'��y....................Sts. Valuation $-----_------------------------__For what purpose will building be used__----&. J'.------------------Type of construction.... ---------------- Dimensions of Building-------------_--------------------------Dimensions of Lot------- -----------........Size of Footings Size of Piers-----------_------------------------Size d�of Sills _...__-----------------------Greatest Sill Span in ft-----------------------....Type Roof.__....._._._.._.........__._.._..___ How will Building be Heated?-.---- '<!f-� ...........................Will Building be on Solid or Filled Ground?-----S._4.c:{ Size of Ceiling Joists._. _ V,Ij1 5 ....... Distance on Centers... .. Greatest Span---------- 2.2.- Size of Floor Joists......_-!--+i-----_-------------Distance on Centers.......... �_1.�.�_--/ ---------- Greatest Span-----------— Size of Rafters..___.._./-11.E-!_� S_S................ Distance on Centers ..._.. ----- /C / ------------------------- Greatest Span-------•---a--�----..._------•----•--- This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. d�� Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. 0 ZZ 3. When steel is in place and ready to pour beam. a 8 a 4. When framing is completed. E4 E 5. When rough plumbing is completed,and ready to cover up. $ 12� '�`2 I8 S 6. When septic tank drain field or sewer is laid but before it is covered. W W A A 7. Electrical inspection by City of Jacksonville. al 8. Final inspection. Q o, Note: In case of any rejection,re-inspection MUST be called for after corrections are made. r FRONT OF LOT 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 part hereof, and in accordance with the building regulations of the City of AtlsmVc Bea Signature of Builder....... - ..... .. Address.- _2-..3 .... _l.�.r2 ..� Signature of Owner.. .. ................... ...................... l D ---•---- Address.----- --� 1......... .. .ti 1!�� ........................ 3339 s PERMIT NO• . pEPART EST OF BUILDING 7LANTIC BEACH, FLORIDA CITY OFM'T To BUILD PER ON JOB THis PERMIT MUST BE POSTED 4 7 19�- Date Fee$ R i d • Vve fee has been paid �M• of not valid untitO City Tsenausela an is aluation$ l abo of sp4licable 4soviniona �--�- t lot violation Tbie PCs°" vocation subject t° se G� ' This is to certify the o i dishwasher to buil hater, r1d ' has permission i 1tia�G` h CIoSG#`tene r F2e � e Classificatio S/D t Bloc 1 Owned by I I,ot t it TE FORMS this perm ALL CONCRE BE IN- are part of NOTICE— MUST gouse NO- "N- plans which FOOTINGS POURING. to approved p SPE TED BEFORE According MONTSS t PERMIT VOI TE OF ISSUE AFTER DP' debris 'n rubbish an laced in A Building materiaMust not p t -_ eared uP 2 from ublic spa e this rand mus then Contractor and hauled away by or owner. Of CW- laws CONTRACTOR PERM tT DATE p POR OFFICE NUMBER USF ONLY PLUMBING ,` ELECTRICAL iee K' SEWER t WATER AMOK 4 t CITY OF ATLANTIC BEACH �.. APPLICATION FOR PLUMBING PERMIT PERMIT N01 DATE: 7 LOCATION- O a, U 71L 1 C Q I !J U�I STREET LOT NO . �l BLOCK NO . S/D OWNER ZrR C• 0 !/ ,S MASTER PLUMBER G!J BUILDING BUILDER OR CONTRACTOR p � , � PERMIT NO . TYPE OF BUILDING___ P42 C I aF_ tie p _SINKS LAVATORY � BATH TUBS URINALS 2--CLOS ET S FLOOR DRAINS SHOWERS / WATER HEATERS DISHWASHERS DISPOSALS OTHER TOTAL FIXTURES 0$1.00 NO WORK MUST BE DONE UNTIL A PERMIT HAS BEEN PROCURED PLANS AND SPECIFICATIONS must show a plan and description of the size and location of all the soil and vent pipes, and the number and location of all fixtures, (in accordance with Oedinance no. 188 of the City of Atlantic Beach, Florida) must be shown on back of application and be approved by the Plumbing Inspector. DRAW PLAN AND SPECIFICATION OF ABOVE PLUMBING ON BACK. Approved by - Plumbing Inspector Date (FOR OFFICE USE ONLY) ROUGH-IN INSPECTED REMARKS FINAL INSPECTION: CERTIFIACTE ISSUED: NOTE: To assist in precluding infiltration of ground water into sewer lines in the City, plumbers will be required to: a. Probe sewer service connections (laterals) using clean-out rods in the presence of a City Inspector. b. Have the final connedtion at the sewer inspected by the City Inspector before covering. (Call 249-2303 for Inspector) E:O nj0 U"0 JOB: 551055 FOSTER HARFSTER N �OtlE E�00 LOC: 500 NAUTICAL BLVD NORTH PLAN: CUSTOM ADDITION r" N QIP uE�tl DESIGNER: KOLLIN WALKER X N M Baa ° �p00 OU� �p95 Z �qtl em—U «q0E 3-E ntle� III 9Epm UU�m 9� 0J9� ''nn g9Jo U/ O ° a9m �qm oai Do Z un � _tl_o 0 9p�m U aQ� z� 0 900 p UOU atlu4 tlotl9 °o uou r I 4" OG v B I f2 ' (2)2 X 12'S i III II se, O O I Al 11 114 38 SUPPORT REPORT JOB DESCRIPTION: 55105B ,WIND CODE: ASCE 7-98 WIND MPH: 120 BLDG TYPE: PARTIALLY OPEN --------------------------- TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND DESC SPAN-ft SIZE-in. TYPE XLOC-ft . YLOC-ft . MAX. +# MAX. -# UPLFT. -# Al 19 . 167 5 . 500 WALL 0 . 000 20 . 521 929 -892 Al 19 . 167 5 . 500 WALL 18 . 708 20 . 521 797 -762 ------------------------------------------------------------------------------- A2 19 . 167 5 . 500 WALL 0 . 000 20 . 521 880 -844 A2 19 . 167 7 . 778 WALL 18 . 018 20 . 521 962 -906 ------------------------------------------------------------------------------- A4 19 . 042 105 . 847 WALL 0 . 763 20 . 597 992 -596 A4 19 . 042 105 . 848 WALL 9 . 583 22 . 802 832 -807 ------------------------------------------------------------------------------- A5 19 . 167 105 . 847 WALL 0 . 763 20 . 597 984 -593 A5 19 . 167 81 . 504 WALL 9 . 583 22 . 802 622 -921 A5 19. 167 33 . 500 WALL 16 .375 20 . 521 228 -180 ------------------------------------------------------------------------------- B6 21 . 167 5 . 500 WALL 0 . 000 19 . 521 1532 -1482 B6 21 . 167 5 . 500 WALL 20 . 708 19 . 521 1532 -1482 ------------------------------------------------------------------------------- B7 21 . 167 254 . 000 WALL 0 . 000 19 . 521 2010 -1577 ---------------------------------------------------------- --------------------- 4 Y F � y n V I ^ M C:) O s, n Ln -zt OD u'i J O LO O O �Y N CL O 111 O O 3 Ln Y n °M N Qf v U u II x Z OJ r W W Jp u W 3 O O W O •U In W Q !Y U W C a a c Li U- W Z V d d d d d c O O O O O L" O D N p 5 0 m w O n LP O Q O -• II _ Ln •J V V C.7 m D � V O 3 J J J J J W +-' J O O J U w O N J O_' Q III W V V V U O O O_ U C W LO Q 3 a p U •0 1.0 C >< 01 F- �Q ••T y L d t0 X F- {.' 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H w w d - O Z O J d' Q m J J H O OCYl V X w N ¢ Q J In O h 2 W dW¢ d N N L w v> m .+ d 1- a O z w 3 �--. u w c s w z x w v> ¢ ¢ O w Q F- U,p A = w X V1 to N O V d d Z ¢ H Z O ¢ O W ti J O = 0 N1 CL O W m m m Z O W d' C7 C7 d H W w W ¢ d' N W 2 w •-• iZ+ ¢ > O X 3 3 w m d 0 vI C m T w ¢ J U N Y p O Jr _ a a a a w ¢ O a E o r r a u O F- V U V W 1' 3 0 2 .•. C7 W .� V ¢.r F-..= m J C U z 3 ¢3 a C W W W O m N O J W W H C .-. a O d ~ ~ F- O•�'+ m E O C C 2 J X W V O m w -W O O ' Q 5 0 0 0 a N d V to d n d Z Z Q y d C7 O W w w N O ¢ .-• m N W 0 Q Z + C d 2 2 W S Z + O + k + p N H ¢ C 1- Q + Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number: 567 Florida Certificate of Product Approval#FL 1999 Page 1 of 1 Document ID:1SOV235-Z0718153139 Truss Fabricator: Lumber Unlimited Job Identification: 55105B-FOSTER HARPSTER DUVAL COUNTY -- 500 NAUTICAL BLVD NORTH (55105BI -FOSTY HARPSTER DUVAI Truss Count: 6 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995 Engineering Software: Alpine Software,Version 7.20. Structural Engineer of Record or See Below: Address: Minimum Design Loads: Roof - 42.0 PSF @ 1.25 Duration Floor - N/A Wind - 120 MPH ASCE 7-98 -Partially Enclosed Notes: Seal Dane:',)7/18/2i:W 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 James F.Collins Jr. Florida License Number:52212 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss component drawing. Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Lumber Unlimited for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by; HCUSR235 Details: GBLLETIN-140GC _f Ref De_s_cri Rti on _ Drawi n Date_ 1 44321--A1 05199276 07/18/05 2 44322--A2 05199277 07/18/05 3 44323--A4 05199278 07/18/05 4 44324--A5 05199279 07/18/05 5 44325--B6 05199289 07/18/05 6 44326--B7 05199290 07L18 05 I IIII III II III II I IIII III II II III I IIII E 4; Li N Ln N O 17, Ot] 0 J O Ln m ^ N .--i O rL .Zr N N M n M '7 --I7 a Ln O N J .-L O -0 II M N o 3 Ln s NON O Y m +� N tY UII LL O J O W W Z � L.L_ oJ D to W Q tl' U � 2 .0 LY 0 O S Ln LL '7 N VIM 2 � E r� � L C Ll Ll L.L_ L.L LL w '3 Ln Ln Ln Ln N U d O_ d Cl- LZ Z a LiA 4- to O O O O O O d w 0 n Ln O NC` .-L N H N .--� C Q o a H Lr� .. I J n O Q Z 00 � J U O 3 J 0 C) J U W-0 O �/� tp W U U U U O = O_ F- m m O Ln o V) O u n I r� d T X m F- o L f1 !O MCY • '•q• 2 CW d � ••� t , La Y• i E= C3o Q N J O N4- ID N �'•. Q-•nom O N n n •.�• 01 >< O 3•- O N . 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Ln V) N m 3 Cl- d d a a U o Z Ln O a w� O O O O O N aO ^ LO O N —L w N rl N < O O � C".Zt Op r N O J J J J J LL rU O U N J p p J V T y Ln III A m U U U U O O a LCD Ln III N F- m m F- p Ln N•r L r1 v ^ 3 o OCM x J +�U .0 L x N Lo *' a v c W W Cl- Y LO d Cl) N N _0O '• 3 E.. r //1 - a pE w E o N Cl) a W QI Q w- a Cl) o F- Z Oj o n u cli }' N O z N N O O +w L O (1 a) O ID ^ � L n a) n rL Cl) t.0c Ln E O C) MINIM c nIn 3 r � O LD • w c O N a a) v Lo 3 - E O a 4- E N c LO a) L Ln d L'> In 41 I.D - - L m CL _ d _ oLi U III °' " � x N p Yn > O Ln nf 5 - < O LO N Ol c x O O N d ism Z 41 m O O - < CIO L .Ui Ln --:I, m Ol w 3 Z N a N N x o o < Ln _ ¢ - N - 41 O J O z F- U d �� N X ~Vss Y X i� .-1 LA..I + h - -- O M '-' i m - U J N L l0 N L!7 < •• O x > •• 4- M � N Q O rl o k LO W Ln LpL F- OO N O Q m d "Cli �x N N N Q_ K N O a) < •V 2 1 d Cl-.--i �--i W Ln(n Ln U O LD � K N O r H F- x x X'o Ln Ln NNN L J C�Vq O W ��NL 2 L 0) d LO O 0 O a 3 O LO OU U m D (T Q1 L1, 41 Ln a� r� O 00 w J Ln O O In a) � E LC) c �. rn N LO N O V OO In J O LO m L C LO N O N N Lc) O N J .--i O n L II M N D 3 N (O M LO X 2 Z U O r O J tx CO W W Z CD w zoW Q U W W W N'O F-f\OO N O� Lri ••DMO f r� L NZNN d C •+-� Z W W W W W W C L•r N N V) Cn N m 3 a 3 o z E- = O O O O O u', O < w� N d CL N o EL . n U w O r- LO c:, N C m to.- V W N �"r N GL'O O 4- O H dV -0QC7`�ON «. v ZH rn • U C7 •J U C.,N O .--� co cm m L Z�Q ' = Q U na w N J O O J O = d M M o NT o� C7 ¢3 LL Q3 C G N LCA r 0 U CD O O O O 3 f- wLCL C O C7 ��. •.yam / CW U.V t0 J•--•-- N -Cl- co �• % m o w- Co I III m Q) . 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Z A U O N F O O .O-i .O. ^ oo aqua w� z Z w O a�zZ oox Fo NU 0 z z� z a w o F z z u- z z a hof Wwmz�� _ Q X x x W W > W A x N a w 0 GU] w w U z 0. O M �� M O c-,, W d F F z w 0. Z O v7 O rn m 0� o Oi d W FE�z w4�Qa emu i� W W F'F Vv71 F W U d.7 X W W U E.O., 0, z 6 6 z 6 6 N m a 0 �ao�<� WQ�pao3�zo U z W 0. _ _ >m a a a N rn U] m 0 .. ¢ d C7 CA d cj r]U] W Z z=30Ju pZ ZQyvi�WEr r� w a o o a'o o c5 0 o ti P a J P PZ WJ�W t z A a dma dais av,�V�Z�aa= F X rn F z X U U 3 Z Z X i�uin�� aaa��vi inZw c0 �_ 0 m O v'd3Uaq iz3 •FrZE c7 F• 7 A O d `� azar i �'=y�`aa��d a Z 3 w 0 0 W'N N 0 U O �r u a 'n O Z p o rj A A y 00 ?'RW Z 0 s=a _v,w`0 vi q f�� Fc w a A d 6 WQ 6 6 in (n z LLm z WO x -O C Mt cc 0'm c7 C7 w 2pnFQ WwZ<n�r ZZy� T O a QF U d' W O U O O 0 O O g 0 = "Ia F ?"NaNw oo �wworc�" U ZO O Z 6 m q 0 z Z m U U N z Z w 0 c7 r`3��a as Zaow aawu W E" z�F Z O>W W . W W m W W F'[. Z caiw �s� J-r wwaNin�z W�FO CZ OF 3 0 CO) LO 00') C7 m M C A z L) >o m a a t o o t oro, 0 0 0. a a as ^attuZ�rrw� Er] w g O X A 0 F m u d 6 u ¢ Q L)inv1 a U zZ�moQ oa�aawZ Jwz W a A x A d F w a s 6 fn (L A F oo nWx ��a n�Ha UF�. d O A d z W N3�J uooF r�navwio� a F x C7 0 W 3> u��iaN Wwa3a��aro P. a F V] Wwwiza-"9oci W�m�J=� �P i�zoaan Nu 000 FC a w�N^.-Pz�a0wN 0w� ou4wr4?�aZ"uywNwz"d wwraFad Fawttu?tc wWw1rZr� � O ON w= mr00. tn C' i"ra Z '� u a aNwo^xo o FKZWw�� Durz.a83YaIauNKv�i mZ ¢ aur avWi� �o Aua,o � iz wao�vri iammmreomaSo U A 4] U U Z U- W w u o pWo 0-, O¢C F LL E- F + F P^ W O K � O _ DoQ wm v J wo Q z F MW mo Za MM aC w0 zw OF Za w:x a a U V) �D F V, � 1--4 O O CD " o �I r-1 LO O O N O C) O O '^ z W .--� .-i 3 CO d r U xz oo ,-. 00 o Q II O N \ cv LI) O N m Wa ti - W O 0 V (D m o, .. ... x z O (h v J r •--i --� •--i N r W W Z W II f6 W r- 3 Q w F- th U Ud 'k = (n W Q d' V W tY r VgV O N C O m S (n 7 O J V V m J N ¢ X v t+) f7 O 40 � O N N "" _ _ _ _ _ _ o Z O a O W Z u) = z Y lD t0 n O1 m f Q N (n N N N d d d d O m ti M ¢ 'D w x Z m m 2 N Q. O L O O 3 N V) = s V r W V) W G UN x o x c o a O N H r-. fh z N m v N I� M a •--i r C7 .a z m x v J r a an an n iO m w U I N C..) U' w N r 3 r w¢ Q Q Z p w 3 2 V w K m O ¢ O W ,_„ _I p O J U 0 o x r ¢ v V J 2 U W R ¢ ¢ _ C) Ct:: Q N r ¢ 3 x z U U U O S n- in 3 w x c2.) N m w ti a •� a, F-F- m m O (n r W x V ¢ a �--� •-� = r ¢ W r W r W ¢ W rl O r Z r z ¢ (D O O r Y r ¢ z z 4,J z w z •• } LL • w v) w U wU w w w v N 6:0 a w w w w ¢ w ¢ w J o U p m V 3 U 3 3 w 3 m Z ¢ y a r ¢ r m r m r ¢ z + �. 3 'moi z w s w w w r m f m m m m = mJ m 0 � LOa O OQ. rr LL v cv c = c = U _ f1 Q-.4 y V) x O O Z O Z O U r¢-. W y pZ W ¢ V)O W O th = fh z N = N z a' V a' ti V) .. \ z t �to V �k lO m J Z r 4a m b m o m =_ �z •--1 ••�••. W Z O V) N N N * V a, .•+ N W W W W C7 O r U J J J J J J a w z Z2 m W p X O X O x X O X OO ti O V. O z N N N N N N N N V fh 3 O ¢ Z .•+ Z N Z •-+ Z N 2 N a Z 2 U r, O U W O p U W o r K O ¢ m V O r X r a V eT to m N N O 3 a K - dU � a O d H¢ O W W O r J V) _ O 41 Y w W a' Z •L W m W W Z ` - 2 ¢ J 2 O 2 - 3 0 Y ¢ W U - z W J ti Z Z W p S W W (:J O r-• D ¢ N O ¢ W ✓ -c U 3 C J O V) p J 0 W - O ¢ O J E J O � V) - •N b E H N ¢ a, �w r W - J - m 2 J W ¢ N 3 w c.7 V) W V) V) J¢ < • ¢ N W Z r W 2 O zp r o x o r r 2 Cz 4n 3 i s W U K C rNi W U O O p'=� m W r = W W J J ¢ O LL z o > z o m J r w W U _c moo' r m 0z - O O ¢ ¢ r 2 0 -- C Z x C O N S Zti 0 ¢ r O O .. - a 3 O Ln E 2 0 2 O r 0 J V) 2 ¢ J U r O0 N •-+ 3 ¢ W r C Z 2 4b W r 3 3 > p w O) LI) O 2 J a' w V) a O G V()d }) a x m •• U N a w p a' O z O Z d V ^ z r C w Z W W O K V)WV) N + Z O 3 = to ¢ W z V) ¢ Z a p V) O V) z •--� O O a' Z V) m W z r¢ O Z W r _ _ K - ¢ J O r J f r O W z ••+ W p z z r 0 O N Z 2 W Q V < ¢ ¢ N O O a' r z O W r r V)l0 >[ <LL O N V Y c ••-- �- r r2 2 W O w r V C7 O U ¢ 0¢ V).--I CL w NF- zzo<� = d S p ¢ r ¢ z O O Z .zy N x 2 N O O 3 M k w C7 VI r Q In ccW c Z �-•1 r W W a - O Z O J C ¢ K J J r 0 a ¢ X r r V J V •+ a p o •-• •• C v) V) 2 W a W Q K V) In i W Y V) W W W m r W V) Co �--� a r a O Z W 3 W Q d V W a' a' W C a' 2 W N• ¢ O 0 0 r J ID 0 2 O O r G S W C C V) N 0 0 d ~ vm Q N =m = W 2 ¢ r Z p ¢ O WcL� J O V) N N C d O W m m m z O O W C C.7 'D a r r 3 (n a s W W W ¢ a' N W 2 w 2 Z ¢ as > W O 3 3 3 W Co a c, V) x LU C In N S r 16 Co L)r ~ J J J Y ¢ J U N > p r O J J 2 2 _j p_ 3 oma ¢ � o ...~. F<- < r cU p r V V U w C 3 0 2 C7 W V ¢ r - Q J Z ¢ .-� .•+ .•+ a (.7 C7 J Z S Z �--� Z 3 ¢3 V r Q r/1 V r r r W = N rZr ti ti V) ^'-� p Q) ti 3 C C C a' J Cr 4n m p g z Q C G WW W W W O m 2 w > > > V ¢ C N O to a r r F- r- G x J a 0 C ID p r W Z O a' •• m x o m m m J x w U O m w O O J N J 'p. Z Z Q y C7 O w w W N O Q �-+ p V) W p •--1 .-•1 O Q Z k m a S z W 2 2 + + x + p V) r ¢ C r ¢ + a' C Z BwnSE BC CALM)9.1 DESIGN REPORT- US IIlu1Judy,„uyuoi 11,LVV./ Doulble 13/4" X 16" VERSA-LAM®3100 SP File Name: 55105:BM-01 Job Name: 55105 Description: Address: 500 NAUTICAL BLVD N Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: HARPSTER Company: LUMBER UNLIMITED Code reports: ICBO 5512,NER 629 Misc: 1 02-00-00 Ak 21-08-00 131 B2 LL 487 lbs LL 1244 lbs DL 391 lbs DL 658 lbs Total of Horizontal Design Spans=23-08-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 23-08-00 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 2 2 Conc.Pt. Left 19-08-12 19-08-12 Live 1256 lbs n/a 100% Left Cantilever: Yes Dead 499 lbs n/a 90% Right Cantilever: No Controls Summary Slope: Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 7155 ft-lbs 19.1% 100% 16 2-Internal Neg.Moment -87 ft-lbs 0.2% 100% 14 1 -Right End Shear -1842 lbs 17.0% 100% 16 2-Right Disclosure Cont. Shear 727 lbs 6.7% 100% 1 2-Left The completeness and accuracy of Total Load Defl. U1127(0.231") 31.9% 16 2 the input must be verified by anyone Live Load Defl. U1815(0.143") 19.8% 16 2 who would rely on the output as Total Neg. Defl. -0.06" 12.0% 16 1 -Cantilever evidence of suitability for a Span/Depth 16.3 n/a 2 particular application. The output above is based upon building Notes code-accepted design properties Design meets User specified(L/360)Total load deflection criteria. and analysis methods. Installation Design meets Code minimum(L/360)Live load deflection criteria. of BOISE engineered wood Minimum bearing length for 61 is 3". products must be in accordance Minimum bearing length for B2 is 1-1/2". with the current Installation Guide Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and the applicable building codes. To.obtain an Installation Guide or if Connection Diagram you have any questions,please call Consult project design professional of record or BOISE technical representative for connection design (800)232-0788 before beginning Member has no side loads. product installation. Concentrated loads are not considered in side load analysis. BC CALCO,BC FRAMER®,BCI®, Connectors are: 16d Sinker Nails BC RIM BOARD Tm, BC OSB RIM BOARDTm,BOISE GLULAMTm, a minimum=2" VERSA-LAM®,VERSA-RIM®, b —d VERSA-RIM PLUS®, b minimum=3" VERSA-STRANDTm, d_ 12" a• VERSA-STUD®,ALLJOIST@ and :Fc AJSTm are trademarks of Boise Cascade Corporation. ' • a Page 1 of 1 BOISE' BC CALC®9.1 DESIGN REPORT - US inursaay,August i,zuuoV/:So Double 13/4" x 16" VERSA-LAM®3100 SP File Name: 55105:BM-02 Job Name: 55105 Description: Address: 500 NAUTICAL BLVD N Specifier: City,State,Zip:, Designer: RICHARD TINGLEY Customer: HARPSTER Company: LUMBER UNLIMITED Code reports: ICBO 5512,NER 629 Misc: 2 3 1 W� AL 02-06-0715-05-08 B1 B2 LL 209 lbs LL 155 lbs DL 2595 lbs DL 1863 lbs RLL 2998 lbs RLL 2153 lbs Total of Horizontal Design Spans=17-11-15 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 17-11-15 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 2 2 Unf.Lin. Left 00-00-00 17-11-15 Live 0 plf n/a 100% Left Cantilever: Yes Dead 110 plf n/a 90% Right Cantilever: No 3 Unf.Area Left 00-00-00 17-11-15 Roof Live 30 psf 09-06-08 125% Dead 12 psf 09-06-08 90% Slope: Controls Summary Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 15700 ft-lbs 33.6% 125% 56 2-Internal Disclosure Neg. Moment -1782 ft-lbs 3.9% 125% 4 1 -Right The completeness and accuracy Of End Shear -3392 lbs 25.1% 125% 56 2-Right the input must be verified by anyone Cont.Shear 3578 lbs 26.4% 125% 4 2-Left who would rely on the output as Total Load Defl. L/664(0.279") 54.2% 56 2 evidence of suitability for a Live Load Defl. U1199(0.155") 30.0% 56 2 particular application. The output Total Neg. Defl. -0.136" 27.3% 56 1 -Cantilever above is based upon building Span/Depth 11.6 n/a 2 code-accepted design properties and analysis methods. Installation Notes of BOISE engineered wood Design meets User specified(U360)Total load deflection criteria. products must be in accordance Design meets Code minimum(2xU240)Live load deflection criteria for cantilever spans due to roof loads. with the current Installation Guide Design meets Code minimum(U360)Live load deflection criteria for non-cantilever spans. and the applicable building codes. Minimum bearing length for 131 is 3". To obtain an Installation Guide or if Minimum bearing length for B2 is 1-1/2". you have any questions,please call Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+ 1/2 intermediate bearing (800)232-0788 before beginning product installation. Connection Diagram BC CALC@,BC FRAMER®, BCI@, Consult project design professional of record or BOISE technical representative for connection design BC RIM BOARDTm,BC OSB RIM Member has no side loads. BOARDT'" BOISE GLULAMTM Connectors are: 16d Sinker Nails VERSA-LAW,VERSA-RIM@, VERSA-RIM PLUS@, a minimum=2" b d VERSA-STRAND b minimum=3" VERSA-STUD@,ALLJOIST@ and a- AJSI"are trademarks of c 6"d- • • • Boise Cascade Corporation. c a Page 1 of 1 BC CALL®9.1 DESIGN REPORT- US i11ursuay,r,uyuai 1 1,LVVVVI RO1SE- Double 13/4" x 16" VERSA-LAM®3100 SP File Name: 55105:BM-03 Job Name: 55105 Description: Address: 500 NAUTICAL BLVD N Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: HARPSTER Company: LUMBER UNLIMITED Code reports: ICBO 5512,NER 629 Misc: 1111111 111 1111 111 Jill AL 02-0000 19-02-00 B1 B2 LL 475 lbs LL 730 lbs DL 332 lbs DL 356 lbs Total of Horizontal Design Spans=21-02-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 21-02-00 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 2 2 Conc.Pt. Left 15-02-12 15-02-12 Live 780 lbs n/a 100% Left Cantilever: Yes Dead 196 lbs n/a 90% Right Cantilever: No Controls Summary Slope: Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 5683 ft-lbs 15.2% 100% 16 2-Internal Neg.Moment -87#t4bs 0.2% 100% 14 1 -Right End Shear -1025 lbs 9.5% 100% 16 2-Right Disclosure Cont. Shear 657 lbs 6.1% 100% 1 2-Left The completeness and accuracy of Total Load Defl. L/1658(0.139") 21.7% 16 2 the input must be verified by anyone Live Load Defl. U2473(0.093") 14.6% 16 2 who would rely on the output as Total Neg. Defl. -0.041" 8.3% 16 1 -Cantilever evidence of suitability for a Span/Depth 14.4 n/a 2 particular application. The output above is based upon building Notes code-accepted design properties Design meets User specified(L/360)Total load deflection criteria. and analysis methods. Installation Design meets Code minimum(U360)Live load deflection criteria. of BOISE engineered wood Minimum bearing length for B1 is 3". products must be in accordance Minimum bearing length for B2 is 1-1/2". with the current Installation Guide Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and the applicable building codes. To obtain an Installation Guide or if Connection Diagram you have any questions, please call Consult project design professional of record or BOISE technical representative for connection design (800)232-0788 before beginning Member has no side loads. product installation. Concentrated loads are not considered in side load analysis. BC CALCO,BC FRAMER@, BCI@), BC RIM BOARDTM, BC OSB RIM Connectors are: 16d Sinker Nails BOARDT"" BOISE GLULAMTv, a minimum=2" VERSA-LAM@,VERSA-RIM@, ++� b d VERSA-RIM PLUS@, b minimum=3" VERSA-STRANDTm, d_62 a „ a VERSA-STUD@,ALLJOIST@ and AJSTm are trademarks of Boise Cascade Corporation. • T• a Page 1 of 1 BC CALL®9.1 DESIGN REPUKI - U5 Illulauoy'^, :Ju . Double 13/4" x 16" VERSA-LAM®3100 SP File Name: 55105:BM-04 Job Name: 55105 Description: Address: 500 NAUTICAL BLVD N Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: HARPSTER Company: LUMBER UNLIMITED Code reports: ICBO 5512,NER 629 Misc: 2 131 1 Ak 05-04-12 Ak 07-11-04 Ak BO 81 B2 LL 780 lbs LL 3033 lbs LL 1256 lbs DL 196 lbs DL 1273 lbs DL 499 lbs Total of Horizontal Design Spans=13-04-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 13-04-00 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 2 2 Unf.Area Left 00-00-00 05-04-12 Live 40 psf 07-06-08 100% Left Cantilever: No Dead 15 psf 07-06-08 90% Right Cantilever: No 3 Unf.Area Left 05-04-12 13-04-00 Live 40 psf 08-09-08 100% Dead 15 psf 08-09-08 90% Slope: Controls Summary Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 2921 ft-lbs 7.8% 100% 16 2-Internal Disclosure Neg. Moment -3144 ft-lbs 8.4% 100% 1 1 -Right The completeness and accuracy of End Shear -1013 lbs 9.4% 100% 16 2-Right the input must be verified by anyone Cont. Shear 1708 lbs 15.8% 100% 1 2-Left who would rely on the output as Uplift 127 lbs n/a 16 1 -Left evidence of suitability for a Total Load Defl. U7817(0.012") 4.6% 16 2 particular application. The output Live Load Defl. U10600(0.009") 3.4% 16 2 above is based upon building Total Neg. Defl. -0.003" 0.5% 16 1 code-accepted design properties Span/Depth 6.0 n/a 2 and analysis methods. Installation of BOISE engineered wood Cautions products must be in accordance Uplift of 127 lbs found at span 1 -Left. with the current Installation Guide and the applicable building codes. Notes To obtain an Installation Guide or if Design meets User specified(U360)Total load deflection criteria. you have any questions,please call Design meets Code minimum(U360)Live load deflection criteria. (800)232 before beginning Minimum bearing length for BO is 1-1/2". product installation. Minimum bearing length for 131 is 3". BC CALC@,BC FRAMER@, BCI@, Minimum bearing length for B2 is 1-1/2". BC RIM BOARD TM,BC OSB RIM Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing BOARDT"' BOISE GLULAMTm Connection Diagram VERSA-LAM@,VERSA-RIM@), VERSA-RIM PLUS@, Consult project design professional of record or BOISE technical representative for connection design VERSA-STRAND TM, Member has no side loads. VERSA-STUD@,ALLJOISTO and AJST"'are trademarks of Connectors are: 16d Sinker Nails Boise Cascade Corporation. a minimum=2" b b minimum=3" t— c=6" a d= 12" • �• • C a Page 1 of 1 BOISE- BC CALCV9.1 DESIGN Kl=PUKI - U, ' " "'ay'^„ju Single 16" A jSTm 20 MSR File Name: 55105:F01 Job Name: 55105 Description: Address: 500 NAUTICAL BLVD N Specifier: City State,Zip:, Designer: RICHARD TINGLEY Customer: HARPSTER Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: 3 2 1 21-08-00 02-0000 BO,1-3/4" B1,3-1/2" LL 578 lbs LL 689 lbs DL 197 lbs DL 471 lbs RLL 131 lbs Total of Horizontal Design Spans=23-08-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 23-08-00 Live 40 psf 16" 100% Member Type: Joist Dead 15 psf 16" 90% Number of Spans: 2 2 Conc.Lin. Right 00-00-00 00-00-00 Roof Live 90 plf 16" 125% Left Cantilever: No Dead 36 plf 16" 90% Right Cantilever: Yes 3 Conc. Lin. Right 00-00-00 00-00-00 Live 0 plf 16" 100% Dead 110 plf 16" 90% Slope: OC Spacing: 16" Controls Summary Repetitive: Yes Control Type Value %Allowable Duration Load Case Span Location Construction Type:Glued Pos. Moment 4091 ft-lbs 66.6% 100% 14 1 -Internal Neg.Moment -776 ft-lbs 10.1% 125% 4 2-Left Disclosure End Reaction 769 lbs 67.2% 100% 14 1 -Left The completeness and accuracy of Int.Reaction 1139 lbs 38.9% 100% 1 1 -Right the input must be verified by anyone Cont.Shear 808 lbs 39.1% 100% 1 1 -Right who would rely on the output as Total Load Defl. U590(0.441") 61.1% 14 1 evidence of suitability for a Live Load Defl. L/764(0.341") 62.9% 14 1 particular application. The output Total Neg.Defl. -0.11" 21.9% 14 2-Cantilever above is based upon building Max Defl. 0.441" 44.1% 14 1 code-accepted design properties Span/Depth 16.3 n/a 1 and analysis methods. Installation of BOISE engineered wood Cautions products must be in accordance Design assumes Top and Bottom flanges to be restrained at cantilever. with the current Installation Guide and the applicable building codes. Notes To obtain an Installation Guide or if Design meets User specified(U360)Total load deflection criteria. you have any questions,please call Design meets Code minimum(2xU240)Live load deflection criteria for cantilever spans due to roof loads. (800)232-0788 before beginning Design meets Code minimum(U360)Live load deflection criteria for non-cantilever spans. product installation. Design meets arbitrary(1")Maximum load deflection criteria. BC CALC®,BC FRAMER®,BCI®, Minimum bearing length for BO is 1-3/4". BC RIM BOARD T"^, BC OSB RIM Minimum bearing length for B1 is 3-1/2". BOARDTm, BOISE GLULAMTm Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+1/2 intermediate bearing VERSA-LAW,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAN DTM, VERSA-STUD®,ALLJOIST@ and AJSw are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE' BC CALC®9.1 DE51UN RENUKI - U.Zi Single 16" AJSTm 20 MSR File Name: 55105:F02 Job Name: 55105 Description: Address: 500 NAUTICAL BLVD N Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: HARPSTER Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: 3 2 1 AL am 17-07-00 02-00-00 B0, 1-3/4" B1,3-1/2- LL 469 lbs LL 582 lbs DL 151 lbs DL 435 lbs RLL 134 lbs Total of Horizontal Design Spans=19-07-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 19-07-00 Live 40 psf 16" 100% Member Type: Joist Dead 15 psf 16" 90% Number of Spans: 2 2 Conc.Lin. Right 00-00-00 00-00-00 Roof Live 90 plf 16" 125% Left Cantilever: No Dead 36 plf 16" 90% Right Cantilever: Yes 3 Conc. Lin. Right 00-00-00 00-00-00 Live 0 plf 16" 100% Dead 110 plf 16" 90% Slope: OC Spacing: 16" Controls Summary Repetitive: Yes Control Type Value %Allowable Duration Load Case Span Location Construction Type:Glued Pos. Moment 2623 ft-lbs 42.7% 100% 14 1 -Internal Neg.Moment -776 ft-lbs 10.1% 125% 4 1 -Right Disclosure End Reaction 615 lbs 53.8% 100% 14 1 -Left The completeness and accuracy of Int. Reaction 995 lbs 34.0% 100% 1 1 -Right the input must be verified by anyone Cont.Shear 665 lbs 32.2% 100% 1 1 -Right who would rely on the output as Total Load Defl. L/1084(0.195") 33.2% 14 1 evidence of suitability for a Live Load Defl. L/1361 (0.155") 35.3% 14 1 particular application. The output Total Neg.Defl. -0.055" 10.9% 14 2-Cantilever above is based upon building Max Defl. 0.195" 19.5% 14 1 code-accepted design properties Span/Depth 13.2 n/a 1 and analysis methods. Installation of BOISE engineered wood Cautions products must be in accordance Design assumes Top'and Bottom flanges to be restrained at cantilever. with the current Installation Guide and the applicable building codes. Notes To obtain an Installation Guide or if Design meets User specified(U360)Total load deflection criteria. you have any questions, please call Design meets Code minimum(2xU240)Live load deflection criteria for cantilever spans due to roof loads. (800)232-0788 before beginning Design meets Code minimum(L/360)Live load deflection criteria for non-cantilever spans. product installation. Design meets arbitrary(1")Maximum load deflection criteria. BC CALC),BC FRAMER),BCIO, Minimum bearing length for BO is 1-3/4". BC RIM BOARDTM' BC OSB RIM Minimum bearing length for B1 is 3-112". BOARDTM',BOISE GLULAMM, Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+ 1/2 intermediate bearing VERSA-LAM),VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND TM VERSA-STUD),ALLJOISTO and AJSTM'are trademarks of Boise Cascade Corporation. Page 1 of 1 BC CALC®9.1 DESIGN REPORT - US inuisudy,FluyuaM 1 v/.uu Single 16" AJSTm 20 MSR File Name: 55105: F03 Job Name: 55105 Description: Address: 500 NAUTICAL BLVD N Specifier: City,State,Zip:, Designer: RICHARD TINGLEY Customer: HARPSTER Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: T23 1 16-09-00 02-00-00 BO,1-3/4" B1,3-1/2" LL 447 lbs LL 560 lbs DL 142 lbs DL 428 lbs RLL 134 lbs Total of Horizontal Design Spans=18-09-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 18-09-00 Live 40 psf 16" 100% Member Type: Joist Dead 15 psf 16" 90% Number of Spans: 2 2 Conc. Lin. Right 00-00-00 00-00-00 Roof Live 90 plf 16" 125% Left Cantilever: No Dead 36 plf 16" 90% Right Cantilever: Yes 3 Conc.Lin. Right 00-00-00 00-00-00 Live 0 plf 16" 100% Dead 110 plf 16" 90% Slope: OC Spacing: 16" Controls Summary Repetitive: Yes Control Type Value %Allowable Duration Load Case Span Location Construction Type:Glued Pos.Moment 2362 ft-lbs 38.5% 100% 14 1 -Internal Neg. Moment -776 ft-lbs 10.1% 125% 4 2-Left Disclosure End Reaction 583 lbs 51.0% 100% 14 1 -Left The completeness and accuracy of Int. Reaction 966 lbs 33.0% 100% 1 1 -Right the input must be verified by anyone Cont.Shear 635 lbs 30.8% 100% 1 1 -Right who would rely on the output as Total Load Defl. U1248(0.161") 28.8% 14 1 evidence of suitability for a Live Load Defl. U1553(0.129") 30.9% 14 1 particular application. The output Total Neg.Defl. -0.046" 9.2% 14 2-Cantilever above is based upon building Max Defl. 0.161" 16.1% 14 1 code-accepted design properties Span/Depth 12.6 n/a 1 and analysis methods. Installation of BOISE engineered wood Cautions products must be in accordance Design assumes Top and Bottom flanges to be restrained at cantilever. with the current Installation Guide and the applicable building codes. Notes To obtain an Installation Guide or if Design meets User specified(0360)Total load deflection criteria. you have any questions,please call Design meets Code minimum(2xL/240)Live load deflection criteria for cantilever spans due to roof loads. (800)232-0788 before beginning Design meets Code minimum(U360)Live load deflection criteria for non-cantilever spans. product installation. Design meets arbitrary(1")Maximum load deflection criteria. BC CALC@,BC FRAMER@, BCI®, Minimum bearing length for BO is 1-3/4". BC RIM BOARD ,BC OSB RIM Minimum bearing length for B1 is 3-1/2". BOARDTm, BOISE GLULAMM, Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+ 1/2 intermediate bearing VERSA-LAW),VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND TM, VERSA-STUD@,ALLJOIST@ and AJS rm are trademarks of Boise Cascade Corporation. Page 1 of 1 SOME" BC CALCO9.1 DESIGN REPORT- US inursaay,tAUyUbL 1 1,fumoU1.00 Single 16" AJSTm 20 MSR File Name: 55105: F04 Job Name: 55105 Description: Address: 500 NAUTICAL BLVD N Specifier: City,State,Zip:, Designer: RICHARD TINGLEY Customer: HARPSTER Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: 3 2 1 -I P14" r' m s ��M1s z .:, �' ... 15-01-00 02-00-00 BO,1-3/4" 61,3-1/2- LL 402 lbs LL 516 lbs DL 102 lbs DL 588 lbs RLL 569 lbs Total of Horizontal Design Spans= 17-01-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 17-01-00 Live 40 psf 16" 100% Member Type: Joist Dead 15 psf 16" 90% Number of Spans: 2 2 Conc.Lin. Right 00-00-00 00-00-00 Live 0 plf 16" 100% Left Cantilever: No Dead 110 plf 16" 90% Right Cantilever: Yes 3 Conc. Lin. Right 00-00-00 00-00-00 Roof Live 377 plf 16" 125% Dead 151 plf 16" 90% Slope: OC Spacing: 16" Controls Summary Repetitive: Yes Control Type Value %Allowable Duration Load Case Span Location Construction Type:Glued Pos. Moment 1734 ft-lbs 28.2% 100% 14 1 -Internal Neg.Moment -1848 ft-lbs 24.1% 125% 4 2-Left Disclosure End Reaction 499 lbs 43.6% 100% 14 1 -Left The completeness and accuracy of Int. Reaction 1652 lbs 45.1% 125% 4 2-Left the input must be verified by anyone Cont.Shear 987 lbs 38.2% 125% 56 2-Left who would rely on the output as Total Load Defl. 2xU962(0.05') 24.9% 56 2-Cantilever evidence of suitability for a Live Load Defl. L/2206(0.082") 21.8% 14 1 particular application. The output Total Neg. Defl. -0.029" 5.7% 56 1 above is based upon building Max Defl. 0.097' 9.7% 14 1 code-accepted design properties Span/Depth 11.3 n/a 1 and analysis methods. Installation of BOISE engineered wood Cautions products must be in accordance Design assumes Top and Bottom flanges to be restrained at cantilever. with the current Installation Guide and the applicable building codes. Notes To obtain an Installation Guide or if Design meets Code minimum(2xU180)Total load deflection criteria for cantilever spans due to roof loads. you have any questions,please call Design meets Code minimum(U240)Total load deflection criteria for non-cantilever spans. (800)232-0788 before beginning Design meets Code minimum(2xL/240)Live load deflection criteria for cantilever spans due to roof loads. product installation. Design meets Code minimum(L/360)Live load deflection criteria for non-cantilever spans. BC CALCO,BC FRAMERO,BCI@), Design meets arbitrary(1")Maximum load deflection criteria. BC RIM BOARD'"',BC OSB RIM Minimum bearing length for BO is 1-3/4". TM' BOISE GLULAMT"", Minimum bearing length for 131 is 3-1/2". BOARD BOARD LAMOVERSALAMO, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+1/2 intermediate bearing VERSAVERSA-RIM PLUS@), VERSA-STRAN D Tm, VERSA-STUD@,ALLJOISTO and AJSI are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE- 5t; UALUVV.1 Ut_bIUN KtNUK1 - US inursaay,mugusi i i,zuuour.sn Single 16"AJSTm 20 MSR File Name: 55105:F05 Job Name: 55105 Description: Address: 500 NAUTICAL BLVD N Specifier: City,State,Zip:, Designer: RICHARD TINGLEY Customer: HARPSTER Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: 3 2 1 AL r 19-02-00 02-00-00 B0,1-3/4" B1,3-1/2" LL 511 lbs LL 623 lbs DL 153 lbs DL 618 lbs RLL 555 lbs Total of Horizontal Design Spans=21-02-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 21-02-00 Live 40 psf 16" 100% Member Type: Joist Dead 15 psf 16" 90% Number of Spans: 2 2 Conc. Lin. Right 00-00-00 00-00-00 Live 0 plf 16" 100% Left Cantilever: No Dead 110 plf 16" 90% Right Cantilever: Yes 3 Conc.Lin. Right 00-00-00 00-00-00 Roof Live 377 plf 16" 125% Dead 151 plf 16" 90% Slope: OC Spacing: 16" Controls Summary Repetitive: Yes Control Type Value %Allowable Duration Load Case Span Location Construction Type:Glued Pos.Moment 3010 ft-Ibs 49.0% 100% 14 1 -Internal Neg.Moment -1848 ft-Ibs 24.1% 125% 4 2-Left Disclosure End Reaction 659 lbs 57.6% 100% 14 1 -Left The completeness and accuracy of Int. Reaction 1775 lbs 48.5% 125% 4 2-Left the input must be verified by anyone Cont. Shear 987 lbs 38.2% 125% 4 2-Left who would rely on the output as Total Load Defl. U895(0.257') 40.2% 14 1 evidence of suitability for a Live Load Defl. U1085(0.212") 44.2% 14 1 particular application. The output Total Neg. Defl. -0.065' 12.9% 14 2-Cantilever above is based upon building Max Defl. 0.257' 25.7% 14 1 code-accepted design properties Span/Depth 14.4 n/a 1 and analysis methods. Installation of BOISE engineered wood Cautions products must be in accordance Design assumes Top and Bottom flanges to be restrained at cantilever. with the current Installation Guide and the applicable building codes. Notes To obtain an Installation Guide or if Design meets User specified(U360)Total load deflection criteria. you have any questions,please call Design meets Code minimum(2xU240)Live load deflection criteria for cantilever spans due to roof loads. (800)232-0788 before beginning Design meets Code minimum(L/360)Live load deflection criteria for non-cantilever spans. product installation. Design meets arbitrary(1")Maximum load deflection criteria. BC CALCO, BC FRAMER@, BCI@, Minimum bearing length for BO is 1-3/4". BC RIM BOARDTm, BC OSB RIM Minimum bearing length for B1 is 3-1/2". BOARDTm,BOISE GLULAM-, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAN D TM VERSA-STUD@),ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 .j!�=Lys, CITY OF ATLANTIC BEACH r 800 SENIINOLE ROAD j � ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025544 Date 2/18/03 Property Address . . . . . . 500 NAUTICAL BLVD Tenant nbr, name . . . . . . SPRINKLER SYSTEM Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ HARPSTER, FOSTER OWNER 500 NAUTICAL BLVD. ATLANTIC BEACH FL 32233 ------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due --------- ---------- Permit Fee Total 50. 00 50 .00 .00 . 00 Plan Check Total .00 .00 . 00 . 00 Grand Total 50. 00 50. 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FORBUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. S 4 BUILDING OFFICIAL E CITY OF ATLANTIC BEACH u , �r PLUMBING PERMIT APPLICATION Date: 69 3 Job Address: o M�L dJ,(� /(/.. ISG( FosOwner of Property: Fos f el Telephone: Plumbing Contractor: S`L I Contractor's Address: Telephone: Fax: State License Number: How many of the following fixtures (re-piped or new): Sinks Showers Water Lavatory Water Beaters Hose Bib Bathtubs Dishwashers Sewer UrinalsDisposals the Closets Washing Machine Shower Pans Floor D Re-Pipe (List fixtures being re-piped) Total Fixtures: x $7.00 + $35.00 = (Minimum Permit Fee: $35.00) Signature of Contractor: Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247-5826 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845 . http://www.ci.atiantic-beach.fl.us Revised 1/14/03 MAP SHOWING A PORTION OF CYPRESS STREET IA 50 FOOT RIGHT OF WAY) AS RECORDED IN $ALTAIR SECTION 4 PLAT BOOK 10, PAGE A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE NORTHERLY RIGHT OF WAY LINE OF CYPRESS STREET IA 50 FOOT RIGHT OF WAY AS NOW ESTABLISHED) WITH THE WESTERLY RIGHT OF WAY LINE OF BELVEDERE STREET (A 50 FOOT RIGHT OF WAY AS NOW ESTABLISHED); THENCE NORTH C7.28OO' WEST. ALONG SAID NORTHERLY RIGHT OF WAY LINE OF CYPRESS STREET, A DISTANCE OF 175 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 22.32'00' WEST. A DISTANCE OF 50 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF CYPRESS STREET; THENCE NORTH 17.28'00- WEST ALONG SAID SOUTHERLY RIGHT OF WAY LINE. A DISTANCE OF 54.94 FEET TO THE EASTERLY LINE OF BLOCK 27, ROYAL PALMS, UNIT TWO A. AS RECORDED IN PLAT BOOK 31. PAGES 1. IA AND IB, OF SAID PUBLIC RECORDS; THENCE NORTH 004i'00'WEST ALONG SAID EAST LINE, A DISTANCE OF 40.9 FEET TO THE WESTERLY RIGHT OF WAY LINE OF CYPRESS STREET / A 50 FOOT RIGHT OF WAY-CURRENTLY CLOSED); THENCE NORTH 22.32'00' EAST NG SAID WEST LINE, A DISTANCE OF 14.25 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF CYPRESS STREET; THENCE SOUTH L7.28.00- E'ITAL NORTHERLY RIGHT OF WAY LINE. A DISTANCE OF 75 FEET TO THE POINT OF BEGINNING. CONTAINING: 3391.34 SQUARE FEET. MORE OR LESS. FOR. CITY OF ATLANTIC BEACH IJ&41, 9 ?01/ G ZOO/ .b Q I I LOT 5 Q) Lu LOT 9 OI I LOT 582 _ _ I LOT 12 1 I� \ WV I LOT 583 \ / FH \ �V LOT lO LOT // I I — \\ �U/G WATER I SEASPRAY I (PLAT BOOK 35. PAGES 64 t 44A) ` I I LOT 584 \ B L O C K 4 I -- — — — — — — — — I L5 S 67°28'00' E 100.00' w \ 1p5.44` I 100.00' w w RECORDS I LL w 41 LOT 578 0 $ m °FVoLurl 5547• o r0 PAG 119 O L3 o LOT 585 n / N W w 0. "� •Ic /// SECTION NO. 1 SALTA/R \ I U (PLAT HOOK 10. PAGE B) 100.00' I D Uj o. I ° IGIAL RECpOROS 3 3 11,,1, v, O, U p L2 r1 FVOWnGE`'59 o 0 o 0 w L7 o LOT 579 N LOT 586 IN o N reJ 04 'u mW 8 Co. a75.00' 100.00' LEGEND b a S (7.28.00' E" N 67°28'00' lU NORTHERLY RIGHT OF wA wLINE OF CYPRESS STREET ABBREVIATION DEFINITION O \ 14.25- 75.00 'POINT OF PH FIRE HYDRANT q ZN 22.32'00' E O BEGINNING' ° WN O/NT OF R/W RIGHT OF WAY O A _ _ _ _ _ _ _ COMMENCEMENT' U/G UNDERGROUND n> -94 fun WATER METER s� Om U/G WATER LINE WV WV WATER VALVE O�• CYPRESS STREET �. 54.794' h E N 67RLB•OO' (50' R/W) SOUTHERLY RIGHT OF WAY _ LINE OF CYPRESS STREET LINE TABLE LINE DIRECTION DIS TANCE \ GENERAL NOTES L/ N L7.28.00 /U 5.42' L THIS MAP DOES NOT PURPORT TO BE A BOUNDARY SURVEY. Z NO TITLE OPINION OR ABSTRACT OF MATTERS APPECTING TITLE OR BOUNDARY TO L2 N 24.19'42" E GS.02• THE SUBJECT PROPERTY HAVE BEEN PROVIDED.IT 15 POSSIBLE THERE ARE DEEDS L3 N /4.59'l7" E 33.88' OF RLCORD.UNRECORDED DEEDS.EASEMENTS OR OTHER INSTRUMENTS WHICH COULD AFFECT THE BOUNDARIES. L4 S 77°28'27' E 8.21' 3.NOTICE OF LIABILITY: THIS SURVEY IS CERTIFIED TO THOSE INDIVIDUALS SHOWN ON THE PACE THEREOF.ANY OTHER USE.BENEFIT OR RELIANCE BY ANY OTHER PARTY IS LS S (7.28'00' E 1.81- STRICTLY PROHIBITED AND RESTRICTED. SURVEYOR 15 RESPONSIBLE ONLY TO THOSE CERTIFIED AND HEREBY DISCLAIMS ANY OTHER LIABILITY AND HEREBY RESTRICTS L4 5 14.5417_ 111 34.81' THE RIGHTS OF ANY OTHER INDIVIDUAL OR FIRM TO USE THIS SURVEY.WITHOUT EXPRESS L7 S 24.19'42' W 65.53- WRITTEN CONSENT OF SURVEYOR. 4. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE L8 N 67.28'00' IU 4.38' SIGNATURE AND THE ORIGINAL RAISED SEAL. S. THIS SURVEY MAP DOES NOT REPLECT OWNERSHIP. CHARLES BASSETT & ASSOC . , INC . CTTR17PV(1PC – PXT('_TTTPPRC – T AATT) PT AT�TATPT?Q rFN � y y 1EZ k Li CITY OF ATLANTIC BEACH v~ PLUMBING PERMIT APPLICATION Date: Job Address: /V, Owner of Property: Fes-fizz- v J" Telephone: 40 C Plumbing Contractor: 1A Contractor's Address: Telephone: Fax: State License Number: How many of the following fixtures (re-piped or new): Sinks Showers Water Lavatory Water Beaters Hose Bib Bathtubs Dishwashers Sewer S' Urinals Disposals the Closets Washing Machine Shower Pans Floor D ' Re-Pipe (List fixtures being re-piped) Total Fixtures: x $7.00 + $35.00 = (Minimum Permit Fee: $35.00) Signature of Contractor: LI Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247-5826 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http:l/www.ci.atiantic-beach.fl.us Revised 1/14/03 ....................................................................................................ssajppv ................I.................................................................joumo So ajnjru2iS no .. . .. .. . .......i�� JPPV --- --B-�appE[ jo ain4umar -----------�V;Pw 0 -er s ,q JO l!D aqj jo sum In2ea 'ad 2urpl!nq aill lqllm amupioD313 ui pus ljoamiq Ijud v eju xDNm SUOT 130t cads put, surld paqn,43u oq4 qjjm gampi0oxe Ul 31aom Pius uuolaod of 99j2v Aqaraq otA Iluatua4ujs aAoq,3 aqj ut paqlanap, sv 3L.Tox oql 2uiop .10J UOAT2 4luuod jo uoi jt,.Iap!suOa ul 101I d0 INOM -apvtu Dau suorRao T.10a jazin joj polrea aq LSfIN uoi Dadsm-oj'um Doraa &ut,jo ast,3 u, :94ON .UO1439dsul Ivullff -8 W -0jj!AUOS3[3Vf jo A4!0 Aq uolloodsur jualr4agla -L -Paa0AO3 St ir ajojaq inq p!ul sr camas ao P[glj ulujP 3jurl orldas uoqAj -9 ,dn.zaAo;)of Spue.1 pue 1pa4ajdtuO0 ST 2UTqEunld lq2noi uaqtA -g *pajo*jduzo*a sr 2UTUMIJI Ugq& 't -Tuuaq anod 04 Aptloi put,onld ui sI leals ua7q& -E z z -jQqUTj JO/PUU sutunloo anod of Apuej put, aorld UT ST 10alS UalqtA -Z -2ui.10 oj anod of Spuea puu aauld u's,' 1 lools uaq& -1 ,po.ijnbo.T suoW adsuj qjjAi pall!uiqns aq JIMIS SUOTRU ajj3aads put,sweld jo satdoa oA&,L axiri Loi uvau ,sRuipjjnq 2u14sixa put, BOUTI-101 IIs UlO.Ij 109j UT ODUVISTP aATD 'uolllsod lq.WTJ ay; q F.Yzr[p[rnq ad 2ui'pl!nq aq4 olvaoj 4ol aql juoseUdaj o4 sy *912uujDai siqj, 04 j id ............................................u-cdS IselvaaD -------------------------------- saojuac) uo aauulsr(j ---- --------------------------------------------- SJOIJUJI jo ozis di ............................................uudS Isaltmi!) -------------------------------- ----------sioluaD U0 q3uUjsT(j ----------------------------------------------s4ST Of J001a JO aZTS .. ............................................uvdS Iso4voi0 ---------------------------------..........r - --- -- ----------------------------s4siof 2ui-jalueD uG ODut'lsl([ Ilao JO OZT ........................................L puno.TD poll!j ao plIoS uo aq guipl!nE[ III&--------------------- ------------ ----------- ------Z P94V H q 2 1 .pllna IIPA MOH ......................................JOOH adAL---------------------------Ij uT uuds Igs Isaluajo--------- ------SII!S JO DZTS---------------------------------S.Tal(I jo 9ZTS -------------------------------------s2uilooo azis -- O SUOTSUOUT- ( ----------------------------------------2ui llng jo suoisuatuT(I --------------------------------------uoi Dri-4suo;) jo odAj y ------ pasn aq 2uipllnq III.-A asodand 4vqAi aod--------------------------------t uoT7vnjicA ............... aaa -----PUB----------------- Ua0tA4aEj apis,------ 'in's------------- ---------C—guo .............. -- --------------- _Wj(_jVfS..UOTSTA, nS. 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M113d Maims MOd NOIIV:)IlddV .-.-----•--•-•--a•-----------•------------•---# asnOH VOR1013 ------------------------------------------------------t u011-BUTA ------------------------i Goa----------------------# 411U.To(I HDV39 DUNVIIV JO AID ,�,i 6T------------ ----04t'(r )Lllxo asli Haiddo Hoa A did SbaS 1t ,1.O1 40 A3AunS moHS Ol dV#q o/NN 1 -Lk Nn SWibd ob o-t9 oCJ',�� -,71\l ....L NDD 44 00 0 N OOS 'ON r' 0 (31 �"�� 31Ul � Zi �NO� 0 N t/1 P . 8s,os b _ � _ M/a ,oma DEPARTMENT OF BUIL I DING A CITY OF ATLANTIC BEACH.FLORIDA 8933 93 3 PERMIT TO BUILD PERMIT NO, ITHIS PEPMIT MUST BE POSTED ON JOB Date July 2319 87 1699 sMcAC � t 7/?3!q Valuation$ $ no fee loon This permit not valid until above fee has ban paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that Mattlo Tree SerVice has permission to ne tree too lose to home Classification Residential Owned by Phill i 5 Zone I Lot_, I House No. SU Nautical Blvd, Block------ __S/D According to approved lans which are P part of this p � ermit f NOTICE—ALL FOOTINGSS MUSTS FORMS AND IN- SPECTED BEFORE POURING.T BE PERMIT VOID SIX MONTHS -- -� AFTER DATE OF ISSUE ----------� z Building material, rubbish and debris —1 from this work must not be placed in public space, and must be cleared up and hauled away by either con. tracto{0 111}owner. � C FOR OFFICE Building Official. USE ONPERMITLY NUMBER DATE CONTRACTOR PLUMBING ELECTRICAL SEWER WATER p CITY OF > °rustic Fed - 716 OCEAN BOULEVARD P.O.BOX 26 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 APPLICATION FOR TREE REMOVAL PERMIT Applicant NAME ADDRESS f r Owner NAME ADDRESS Location of tree if different from owner's address : Reason for Removal: ' Rear Lot Line a► o ' indicate •� possition of ___j a tree on 4J �' ° 4, lot ° b � b Front Lot Line Building Official