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Permit 1981 Mipaula Court (vault) � CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 F Application Number . . . . . 10-00000048 Date 2/01/10 Property Address . . . . . . 1981 MIPAULA CT Tenant nbr, name . . . . . . 3234 Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 -------------------------------------------------------------- Application desc ADDITION GARAGE/BEDROOM/BATH --------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LEVY D.L. DAVIS CONSTRUCTION CO. 1981 MIPAULA COURT 1301 PENMAN ROAD ATLANTIC BEACH FL 32233 STE D JAX BEACH FL 32250 (904) 237-2222 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 540 . 00 Plan Check Fee 270 . 00 Issue Date . . . . Valuation . . . . 120000 Expiration Date . . 7/31/10 ----------------------------------------------------------------------- Special Notes and Comments PERMIT WILL BE REQUIRED FOR NEW GARAGE DOOR INSTALLATION UNLESS PRODUCT APPROVAL # IS ATTACHED TO THIS PERMIT BEFORE APPROVAL PRODUCT APPROVAL AND MANUFACTURERES INSTALLTION INSTRUCTIONS FOR METAL ROOFS SUBMIT PRODUCT INFORMATION FOR ICYNENE FOAM;R-VALVE; DEPTH OF INSTLLATION, MAKE UP OF WHAT FOAM IS BEING USED; FLAME AND SMOKE SPREAD RATING. *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSSTUCTIONS REQUIRED ORDINANCES AND THE FLORIDA PERMIT IS AA;tbVL� hW1CA"ATTCq * 'U C O LWP BUILDING CODES. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD - } ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Page 2 Application Number . . . . . 10-00000048 Date 2/01/10 ------------------------------------------------------------------------- Special Notes and Comments *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Roll off container company must be on City approved list and cannot be placed on City right-of-way. Post construction topographic survey required to document proper construction of on-site storage . Separate Revocable Encroachment & Right-of-Way Permits required. Roll off container company must be on City approved list and cannot be placed on City Right-of-Way. -------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 80 ST CONSTRUCTION SURCHARGE 14 . 55 AB CONSTRUCTION SURCHARGE 1 . 61 STATE RADON SURCHARGE 15 . 36 ------------------------------------------------------------------------ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 540 . 00 540 . 00 . 00 . 00 Plan Check Total 270 . 00 270 . 00 . 00 . 00 Other Fee Total 32 . 32 32 . 32 . 00 . 00 Grand Total 842 . 32 842 . 32 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF A'T'LANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach APPLICATION NUMBER r (To be assigned by the Building Department.) Building Department s 800 Seminole Road Q 0,9 sr Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 Date routed: //0 r" 1 E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 81/ D nt review re wired Yes No Applicant: L DAAr WfitorProject: vy Fire Services Revlew feeu$ 'Dept 64 94 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: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING ReviewedDate: � 9.—lo TREE ADMIN. Second Review: QApproved as revised. ❑Denied. PUBLIC R Comments: BLI I IES PU TY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Da$e: Revised 05114/09 ��' CITY OF ATLANTIC BEACH oei 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 9-P7 I t I _..i• OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US -' BUILDING PERMIT APPLICATION DUVAL COUNTY z.VAwA'T10N OF WORK: 3:'so.FT.UNDERROOF'" k'_8 k MLp0o.,kA Lt. �t �zZ33 /Z rJ vo 4.LEGAL DESCRIPTION: 5.CLASS Or WORK 6.USE OF STRUCTURE':`' O NEW BUILDING O DEMOLITION RESIDENTIAL LOT6 BLOCKL-SUB DIVISION J T� C l�F�./ ADDITION E3 CONVERTING USE COMMERCIAL 1.DESCRIPTION OF WORK: �TERATION O ACCESSORY BLDG. 8,FIRESPRINKLER. �r I- O REPAIR O POOL/SPA ,OYES 11 WA rke e� a-4-Wt10A h O MOVE ❑OTHER F taD70 PROPERTY OWNER' CONTRACTOR." ARCHITECT`i'ENGINEER. 9.NAMF� \ 15.COMPANY NAME 23.COMPANY NAME: `c,�c,.l-� 16.NAME: 24.LICENSEE NAME: 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 18.ADDRESS: 26.ADDRESS: 'S 11.OFFICE PHONE: 112.FAX NO.: 19.OFFICE PHONE: 20.FAX NO: 27.OFFICE PHONE 28.FAX NO_: -5'�3� ���SZ3\ Z.31-2Z,2,Z l •03� 13.CELL PHONE 21.CELL PHONE: 29.CELL PHONE U C-Eft11. 2 -ZZZZ 14.EMAIL ADDRESS. 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: ldeT'GYA c6Ju„ FEE'SIMPLE TITLE HOLDER: BONDING COMPANY: MORTGAGE LENDER: (IF OTHER THAI)OWNER) 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. t 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,eta. 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: 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 g,P4,Pow fAttorneyorAgencyLetterRequired) (Qualifier Only) Signed: > Date: s Signed: Date: 1`{ Before me this day of 20II��_�n the county of Before me 4-d-f- 2009 in Le county of Duval,State of Florida,has personally appeAd Duval,State of Florida,has personally appeared 7.'p-\c., O '- w I herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. r., . N�o/�'r'Public a e,State of -1 County ofd ✓) Notary Public at La Sta Coun of �I Personally ovm op ersonally MO Produced entificetion- O O Produced Iden'cat on- Notary Signatu tures iaie REVIEWED FOR - a c- 1 14,2 0 cm, `PATRICIA A.HARRELLCITY OF ' ion#D� 8533 Notary Public-State of Florida National N ry Assn# DLDG01 Perm' ;�rq",RpIms Apr 11,201 SEE PERMITS F - Commission 6 DD 531967 REQUIREMENTS AND CONDITIONS. Bonded By National Notary Assn. LAMVIEWED BY: DATE; a -/� a NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. Tax Folio No. State of County of 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. ee Le al description of property being improved: I �� �_� � -��" ✓t t �' Address of property being im roved-1 iL,A R���N��Z C�\, b j 2Z3-3 - General description of improvements: Owner C_ Address Owner's interest in site of the improvement Fee Simple Titleholder(if other than owner) Name Address Contractor -D Q A"3 Address I U 1 5 Phone No. " b 7 -2LL L Fax No. cl - LYI- 6163 Surety(if any) Address in I I Amount of bond$ 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 ILA Phone No. Fax No. !1� 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 a 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): g ` LU '5 THIS SPACE FOR RECORDER°S USE ONLY OWNER � c ,� z DATE 0 Signed: —.4 � '— Before me is— — day of in the ¢ y . C of val, to of F ori s ersonal appeared uJ c a erein by UZ h self!herself and affirms that all s tements a declarations herein OC d •E m re d accurate EEE USC#2010006661,l)t( K 1125 "aye"?512, Z U U c Number Pages: Recorded 0'1;1121010 at 11:00 AM, co JIM FULLER CLERK CIRCUIT COURT D!VAL c COUNTY No Public at Large,State of County of RECORDING$10.00 C1 o alt mown oras oc . 1° roduced Identification %;�ti+, ¢�.`c uaa�• MAP SHOMG BOUNDARY SURVEY 0 LOT is BLOCK__�--AS SHOWN ON MAP. OF- ., SEG VQ. NOR-76' [l w l-r .ONE AS RECORDED IN PLAT BOOK 2 PAGES 94"948 OF THE PUSUC RECORDS Of DUVAL COUNTY, FLORIDA CER77R1ED FOR:rR qx_4<A. AP L17, AJ• d'QX .✓R FEZ�Er2AL CA?60/T uNioA/'• F/A?ST�UMEe/Ca e! (1.A OZ' 3'1 -------------jr 1.5 4• wae•o � =• x N tV .,✓n o,� DECK N sczcra, AxrN y 42.9.. 9s S 7"r vi00 r� m �� N /�,9• �N !Q vvecm 0 9t ? zr.u• :, zs s' -A 11.4' QJ Q: Pv'� d. 3p,oa . 44r VL crl M� �Auc. A Couiz7' THE ROAD ZONE DAM DENOTED HEREON 7S SHOW AS A COURDESY oNLY ANO DOES NOr CONSUWTE A CER nRCA RON Of DHE SAYE. NOT VAUD UNLESS EIWBOSSED KITH SEAL OF THE UNDMGNED BEAR/No5 BASED ON e w UNE AS avow THE PROPERTY SHOWN HEREON APPEARS TO UE WlTH/N FLOOD HAZARD ZONE X AS SCALED FROM FLOOD nr 4 ri1lA/rI a FLORIDA. nATFn 4-17-89 Florida Building Code Online Page 1 of 4 A 00 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Product Approval Nw pAO USER:Public User a Product Approval Menu>Product or Application Search>Application List>Application Detail tT� FL# FL5012-113 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Robert Clark bclark@pgtindustries.com Technical Representative Robert Clark Address/Phone/Email 1070 Technology Dr. Venice, FL 34275 (941)480-1600 Ext 21106 bclark@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Keystone Certifications, Inc. i Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2005 ANSI/AAMA/NWWDA 101 I.S.2 1997 ASTM E 1886 I 2002 ASTM E 1886 2004 ASTM E 1886 2005 ASTM E 1996 2002 ASTM E 1996 2004 ASTM E 1996 2005 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL5012 R3 Eauiv EauivalencyCertification520.Ddf FL5012 R3 Equiv EguivalencvCertirication540-O.odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtUOE2x88XL%2... 1/7/2010 Florida Building Code Online �ou�l / cu"viJ Page 1 of 2 A BCIS Home Log In User Registration !Hot Topics Submit Surcharge Stats&Facts ':Publications FBC Staff ; BCIS Site Map Links Search s `.4 Product Approval 6i USER:Public User Product Approval Menu>Product or Apolication Search>Application List>Application Detail p FL# FL7058-R2 Application Type Revision Code Version 2007 Application Status Approved r - Comments x' Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Lucas Turner Iturner@pgtlndustries.com .Technical Representative Lucas A.Turner Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)480-1600 (turner@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Keystone Certifications, Inc. J Referenced Standard and Year(of Standard) Standard Year ANSI/AAMA/WDMA 101/I.S. 2/NAFS 2002 ASTM E-1886 2004 ASTM E-1996 2004 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL7058 R2 Eauiv EouivalencvCertiFlcation560.odf Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKvwgL58IIhD/o... 1/7/2010 F orida Building Code Online _ Page 1 of 1 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FEC Staff BCIS Site Map Unks Search � 1 Product Approval iNt) t#3 '; USER:Public User �r> Product ADgroyal Menu>Product or Application Search>Application List ........__._....._............_......................_..............................__............----.._........._............._.._.............-_.._......_........................_......_...........---.._........._................................. --..—.._.__--'----._....; Search Criteria Refine Search; Code Version 2007 FL# 1435 Application Type ALL Product Manufacturer ALL ' Category ALL Subcategory ALL i <= > Application Status ALL Compliance Method ALL ' Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL y Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL BImpact Resistant ALL Design Pressure ALL j other ALL_—_�.---.---__.`— —____._—....___. _.....__....----.--..._.........._.._............_.........__........................._.._.___........_............................._..........---..............._.—.._.._........_...............__...---_....... �Search Results-Applications 1'1`11-# Type 114anufacturer Validated ev Status FL1435-R5 Revision PGT Industries Keystone Certifications,Inc. Approved History Category: Windows (717)932-8500 _Subcategory: Single Hung DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1824,Fax(850)414-8436 0 2000-2005 The State of Florida.All rights reserved.Copyright and Disclaimer Product Approval Accepts: Y�rtliyn ��� ;�cur�d AP YtB11lY. , http://www.floridabuilding.org/pr/pr_app_lst.aspx .1/7/2010 Flcrida Building rCode�nline __� Page 1 of 1 " C21f-IS4415-It/1 .>.. w ism 3 z itSt..�w It All �8:.1i. �4sh?ltiY.r'r.+t l�nAF3AiHnN �.ln'ty1 r � i SCIS Home Log In User Registration . Hot Topics Submit Surcharge Stats&Facts ',Publications FBC Staff BCIS Site Map Links Search ¢ °* produCt Approval r USER:Public User C �"'� product Approval Menu>Product or Aopliraricn Search>Application Lis[ .. .. ............._................ .........._...__._...-__-............. ......__ ._ _........_... ................. ._..... ...................... .. ...._. Search Criteria Refine Search, Code Version 2007 FL# 330 rj Application Type-fippli r..-- ;,�A tion T e ALL Product Manufacturer ALL Category ALL Subcategory ALL a Application Status ALL Compliance Method ALL (Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL t (Product Model, Mumber or Name ALL Product Description ALL Approved for use in HV,yZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL ........... ..................—..__._... --- .._...... ......_...-........_............................................._._...__..._......_........... Search Results-Applications I FL# Type Manufacturer Validated By Status FL330-RS Revision PGT Industries Keystone Certifications, Inc. Approved History Category: Windows (717) 932-8500 Subcategory:Casement FL33il_R6 Revision PGT Industries Keystone Certifications, Inc. Validated i Category:Windows (717)932-8500 .Subcategory:Casement ........................._................._......._......_. _........_......_.._._.._..........................................---..............._..........._._................................................................................_..................._........_.......................... .. DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Ficrida 32399-2100 (850)487-1824,Fax(850)414-8436 Cs 2000-2005 The State of Florida.All rights reserved.Copyright and Disclaimer Product Approval Accepts: a Thr v.rlsiYn- Bob- Y.cund t rnnr, .K"•. reor http://www.floridabuildin,,.org/pr/pr_app_lst.aspx 1/7/2010 lorida Building Code Online http://www.floridabLildi*org/pr/pr._appjfl.aspx?param--wGEVXQ.. y z$ n WA Home tog In User Registration Hot T003 Submit Surcharge Stats S Feria Publeatbru FOC Staff ACLS SU Map Wim Search k + Product Approval " USER:Pubic User ' Plodud Aoojgg@I tjq"4>-� �_ � tion Search a_Appk[rolst n >APPICNwn Deal X Application Type New 20Q7 Code Version a Application Status Approved Comments 12/1/09:QA date updated by TB&A. Archived Product Manufacturer Overhead Door Corporation Address/Phone/Emall 2501 S.State Hwy. 121,Suite 200 Lewisville,TX 75067 (469)549-7031 ma rk_sawi rid Ooverhea ddoor.com Authorized Signature MARK SAWICKI mark_sawickl@overheaddoor.com Technical Representative Mark Sawicki Address/Phone/Email 2501 S.State Hwy 121,Suite 200 Lewisville,TX 75067 (469)549-7031 mark_sawl ckl Coverheaddoor.com Quality Assurance Representative Bill Byrd Address/Phone/Email 1900 Crown Drive Farmers Branch,TX 75007 (972)969-6868 biN_byrd0overheaddoor.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies 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 developed Joseph R.Evans the Evaluation Report Florida License PE-4392 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2010 Validated By Luca DelVerme,PE Validation Checklist-Hardcopy Received Certificate of Independence FL11267 RO COI evan„indep,pdf Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2005 Equivalence of Product Standards Certified By f4 i/29/2mnl1-m A*r Overhead Door Company Of Jacksonville The Genuine.The Original. 6864 Phillips Parkway Drive North . , Jacksonville,FI 32256 ohdjaAabellsouth.net Telephone:(904)268-1627 Proposal#: 1-Unsaved Fax:(904)268-7204 PROPOSAL SUBMITTED TO: Date Attention DEAN DAVIS 1/29/2010 IDEAN STREET ob Name DEAN DAVIS ty State ZipCode Job Location Phone Number ax umber Job P one ITEM 0 QTY SERIES DOOR WIDTH DOOR HEIGHT OPENING OPENING OPERATION HEAD ROOM JAMB WIDTH HEIGHT TYPE 1 1 194 16 7 2 1 696 FURNISH AND INSTALL: The above sized 194 series"Thermacore" sectional door(s) as manufactured by the Overhead Door Corporation. Door standard features to include the following: 1 3/8"thick sections feature wood grain texture, raised panels, embossed galvanized steel skins, insulated with polyurethane foamed-in-place"sandwich" construction. Finish is'a two-coat baked-on polyester. Insulation properties= R-value of 12.76 and U-value of.080. The above Model 696 Legacy operator manufactured by the Overhead Door Corporation. Operator standard features to include the following: 1/2 HP motor with a full chain T-rail drive. Remote controller is single function with CodeDodger Access Security. The deluxe wall console controls the opener from inside the garage and features security vacation lock and independent light control with energy-saving shutoff timer. Safety features include Electronic Sensory Protection (ESP) which automatically reverses a closing door when an object passes through the infrared beam. Other safety features include contact reverse, timed reverse and electronic force control. The automatic lighting provides up to 100 watts of light when the system is activated and automatically turns off after 5 minutes. EMAIL ADDRESS DLDAVISBUILDER@YAHOO.COM We hereby propose to complete in accordance with above specification,for the sum of: One Thousand Three Hundred Seventy Five Dollars and No Cents 81375.00 Signature Direct Dial: President TERMS AND-CONDITIONS Payment to be made as follows: Prices subject to change if not accepted in 30 days. BY OTHERS:Jambs,spring pads,all wiring to motors and control stations,unless otherwise stated above,are not included.Purchaser agrees that doors shall remain in Sellers posession until paid in full. In the event Purchaser breaches or defaults under the terns and provisions of this Agreement,the Purchaser shall be responsible for the costs of collection, including reasonable attomeys'fees. There shall be a 11/2%service charge per month for all payments due and owing after 30 days, (Agreements are contingent upon strikes,accidents,or delays beyond our control.) Page 1 of 2(Continued on next page...) i 8 7 6 5 4 3 2 M � • R� �� � ��2•ffi, � � .470 o •o � o L o 0 0�0 �,•--�—240 P/N 409808-0001, TOP BXTURE 405771—XXXX. BOTTOM B2MM •07603-0001 C NTS i s i tae., C 228, t e3. r,.,� .O6B 1 Fl.pl�l �•L" �~�� 1.L°0 �. a i 3.187000 j� a o Y, Q� .OtIS� 1• 405742-0001ROLLER SHAFT BRACKET ¢08687-XXXX ROLLER-A= 405964 IAMB & SCAR BRACKET 407305-0001 ROLLER SHAFT BRACKET 407605-XXXX. END HINGE 0151166-XXXX. RD EB ASS?' P V Y P •H" p/N �' t0681�-0800 2�S 2.78 __ _ - _ 7105-0002 407005-OM AS ,.___._ _..._:-.- _._:__....--_...:...... .__.,_.._......_:-._ -10S88k0001-. "'L'78 107303-0001 7dS �• :»... ...__ ._. .._..._ .. 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CITY OF ATLANTIC BEACH 09- I I L 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 I OFFICE:(904)247-5826•FAX NO.:(904)247-5845 P BUILDING-DEPT@COAB.US -_- BUILDING PERMIT APPLICATION DUVAL COUNTY !.d08A[?DRES.S; 2.VALUATION OF WORK: =SO UNDER ROOF 4.LEGAL DESCRIPTION: 5.CLASS O WORK: 6.USE OF STRUCTURE:'` '1 ❑NEW BUILDING ❑DEMOLITION RESIDENTIAL LOT 6 BLOCKt-SUB DIVISION V i& 1^ Il (J�VQ.J F+rADDITION ❑CONVERTING USE COMMERCIAL :':7.DESCRIPTICIN OF WORK: (�.Ai LTERATION ❑ACCESSORY BLDG_ 8.E1RE.SPRfNKtER 17 REPAIR ❑POOL I SPA 0YES ❑WA A r1hei e., 109th ❑MOVE ❑OTHER 6WO PROPERTY OWNER-. CONTRACTOR:_"` ARCHITECTfENGINEER: 9.NAMEC _ \ 15.COMPANY NAME 23.COMPANY NAME: 16NAME , 24.LICENSEE NAME N�t4 'D \A-5 10.ADDRESS: 17. 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: & h. 18.ADDRESS: 26.ADDRESS: �0�.�.�^3�.a.,F'l 3u,3� 136\ (�-.st �•� 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE 20.FAX NO: 27.OFFICE PHONE 28.FAX NO -513 5-Sa3\ -L31-z ;vL 1 .63 13.CELL PHONE 21.CELL PHONE: 29.CELLPHONE �A�.' 't`t1 Z -ZZZZ 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: c�c..L�c � c•.�c�.�� cA.IcA,Rvis t�,.il�efy�yA�.c6�' FEE"SIMPLE TITLE HOLDER: BONDING COMPANY: MORTGAGE LENDER: (IF OTHER THAN OWNER) 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. t certify that no work or installation has commenced prior to the issuance of a permit and that all work will be perforated 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: * 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 g_%a4.PowjVof Atiomey or Agency Letter Required) (Qualifier Only) Signed: LZ� Date: Signed: Date: Before me this day of 20�n the county of Before me d of 2009 in a county of Duval,State of Florida,has personally appea4d Duval,State of Florida,has personally appeared �,R-1C_' 0_;. LF 14 herin by himself/herself and affirms that all statements and declarations are hedn by himself/herself and affirms that all statements and declarations are true and accurate. true and accura;-V.n . NotrWV.blic a e,State of_�4k County o L Notary Public aa Sta Coun of Personally own ❑Personally Kn E3 Produced erriificabon- f]Produced Ide - Notary Signatu Notary Signature: o R 7Notary U1 aMy Comn010yo PATRICIA A. HARREII "" °'`.` Co Notary PublicCC Stats of Florida "'',`, Bonded By Nsn. BLDG01 Perm* nrgp"& ir9s�11,2010 Commission 8 DD 531981 Bonded By National Notary Assn. MAP SHOWING BOUNDARY SURVEY OF LOT is BLOCK It AS SHOWN ON MAP OF SEL VA /Vo.2-TE' ZIA.//7' ONE AS RECORDED IN PLAT BOOK 350 PAGES 94-948 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CERMED FOR:F.2 AA<V .95*/-/7ak/' JAIX AlgVYF67-7)e 4 �.PEDIT uN/o t/' F/�esTAMEPiGo�! AA - �r � �"-� `„ q• wanes l� y./vo.7 QCCK rt sctsmw AhuieK is -AV 'd w• y ® wooer � uwnca O . 144 Q� ' SA'r ki i� 3p pCy' .4(p ,s�• Zy.. M p,4 uL A Cou.e7- 17<FLOQD ZONE OATH OENpIED NEVE S K SHOW AS A COtptrESY OAlLY AIA GOES NOT CONSnrvre A CD?MICA MN OF nr SAME. NOT VALID UNLESS EMBOSSED INLH SEAL OF INE LANOERSK,NM BEARINGS BASED ON -ems LAVE AS SHOW IHE PR Mrf SHOWN HEREOW APPEARS ID LE WMW FLOOD HAZARD ZONE X AS SCALED FROM FLOOD . ... + r nry nr eriaArlle FlMnA. nATM 4-/7-89 lassigned LICATION L�B City of Atlantic Beach [Da by the Butment.)uilding Department /800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us : City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM / Q D nt review re uired Yes No Property Address: �A�C anning &Zonin Applicant: L c' r trator Project: 7�7Fn Public Utiliti A rp p/�L --�I �`-� ? u is Safety Fire Services Review feeu$ Dept Slgt�ature 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: APPLICA N STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDI PLANNI n =reviewed by: -- Date: f ` TR �� � y ''Ad as revised. ❑Denied. PUB rt r. PUB PUB eviewed by: Date: FIR d as revised. -]Denied. tAk,,Reviewed by: Date: Revised 05 � CITY OF ATLANTIC BEACH 4 I F7f 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 ®`�r I t OFFICE(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPTGCOAB.US -' BUILDING PERMIT APPLICATION DUVAL COUNTY ADDRESS.: 2.VALUATION OF WORK:-- 3.SO.FT.UNDER ROOF 4.LEGAL DESCRIPTI N: 5.CLASS O WORK 6.USE OF STRUCTURE"'' p i ❑NEW BUILDING ❑-DEMOLITION RESIDENTIAL LOT,6 BLOCK`-'SUB DIVISION 1 h1�L�1t� ( QJ ADDITION ❑CONVERTING USE COMMERCIAL 7.DESCRIPTION OF WORK: �TERA11ON ❑ACCESSORY BLDG_ $,::EIRE SPRINKLER. 1,,�r�- ❑REPAIR ❑POOL Y SPA 0 YES ❑WA .� AI'�� Pi' V�'ll ❑MOVE 13 OTHER EaWO P OPERTY OWNER:... CONTRACTOR:" ARCHITECT TENGINEER. 9.NAMEC ` 15.COMPANY NAME 23.COMPANY NAME: 1 .NAME r 24.LICENSEE NAME IVAME: 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 18.ADDRESS: 26.ADDRESS: 7,401- 6^, 5,1.. 3 Z.Z L7 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE 20.FAX NO.: 27.OFFICE PHONE 28.FAX NO_: _5�3 -sz3\ i3 -2ZZz 03� 13.CELL PHONE 21.CELL PHONE: 29.CELL PHONE kVw' 1.. Z -ZZ,LZ 14.EMAIL ADDRE S: 22.EMAIL ADDRESS'. 30.EMAIL ADDRESS: FEESIMPLE TITLE HOLDER: BONDING COMPANY: MORTGAGE LENDER: (IF OTHER THAN OWNER) 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: 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 g .Pow Attorney or Agency Letter Required) (Qualifier Only) Signed: Data: Signed: Date:41,`{ /Q Before me this S day of 201I/v�__ �n the county of Before me tty d of .200'9 in 1h.county of Duval,State of Florida,has personally appea d Duval,State of Florida,has personally appeared ,P_\C, C• kY4 I herin by himself/herself and affirms that al statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. l true and accurate. Not,yrPublic a e,State of7C County o ✓)- L Notary Public at La S Coun of Personally own ❑personally IGr ❑Produced entification- r ❑Produced Iden'pdon- Notary Signatu Notary Signature: Y P • 9=yN401ary r otate 01 1-10110.1- ��' . _=My Com ss' n Expires Feb 14,2010 PATRICIA A. HARRELL CO ission#DD 518533 Notary Public-State of Florida ". Bonded By National Notary Assn. BLDG01 Penn' - -##fmfq4M,9Ph3 APr 11,2010 Commission f{DD$31987 Bonded 8y National Notary Assn. City of Atlantic Beach APPLICATION NUMBER } Building Department (To be assigned by the Building Department.) r c 800 Seminole Road QQ Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 Date routed: /0 E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 81/ / w`Q_, C. nt review required Ye No L 1/R�//� arming &Zonin Applicant: r rator Project: Public Utiliti �-fAroo/n- u is Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of 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: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date:-17 TREE ADMIN. Second Review: DApproved as revised. ❑D nied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [-]Approved as revised. [-]Denied. Comments: Reviewed by: Date: Revised 05/14109 FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Levy Addition Builder Name: Street: 1981 Mipaula Ct Permit Office: Atlantic Beach City, State, Zip: Atlantic Beach , FL , Permit Number: Owner: Levy Jurisdiction: 261100 Design Location: FL, Jacksonville 1. New construction or eAsting New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood, Exterior R=19.0 1173.60 ft' b. Frame-Wood,Adjacent R=19.0 191.70 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 1 d.N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area 1062 a. Under Attic (Vented) R=30.0 1062.00 ft' 6. Conditioned floor area(ft2) b.N/A R= ft2 7. Windows Description Area c. N/A R= ft2 a. U-Factor: Dbl, U=0.50 159.00 ft' 11. Ducts SHGC: SHGC=0.50 ft2 a. Sup:Attic Ret:Attic AH: Interior Sup. R=6, 138.06 ft2 b. U-Factor: N/A SHGC: 12. Coding systems c. U-Factor: N/A ft2 a. Central Unit Cap: 24.0 kBtu/hr SHGC: SEER: 13 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu/hr e. U-Factor: N/A ft2 HSPF: 7.7 SHGC: 14.Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 60 gallons a. Floor over Garage R=19.0 584.00 ft2 EF: 0.92 b. Slab-On-Grade Edge Insulation R=0.0 331.00 ft2 b. Conservation features c. N/A R= ft2 None 15. Credits None Total As-Built Modified Loads: 25.55 Glass/Floor Area: 0.150 PASS Total Baseline Loads: 30.79 1 hereby certify that the plans and specifications covered by Review of the plans and 0. licit sIr this calculation are in compliance with the Florida Energy specifications covered by this ,fir off a,, Code. p' calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: '"3"0 this building will be inspected for • compliance with Section 553.908 , I hereby certify that this buildi as designed, is in compliance Florida Statutes. with the Florida Energy e. OWNER/AGENT' BUILDING OFFICIAL: DATE: /C' DATE: ^'1��"��lY]F�144�:4�1�7'R-;1NrMil-�..• .� 1/13/2010 12:31 PM EnergyGauge® USA- FlaRes2008 ge 1 of 5 FILE COPY PROJECT FBuilding Levy Addition Bedrooms: 1 Adress Type: Street Address FLAsBuilt Conditioned Area: 1062 Lot# Levy Total Stories: 2 SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1981 Mipaula Ct Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City, State, Zip: Atlantic Beach , Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Jacksonville FL—JACKSONVILLE—INT 2 32 93 75 70 1281 49 Medium FLOORS # Floor Type Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 32.9 ft 0 331 ft2 0 0 1 2 Floor over Garage 584 ft2 19 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Composition shingles 1150 ft' 0 ft' Medium 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1062 ft' N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1062 ft2 0.11 Wood WALLS Cavity Sheathing Framing Solar # Ornt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 N Exterior Frame-Wood 19 65.7 ft2 0.23 0.75 2 W Garage Frame-Wood 19 191.7 ft2 0.23 0.01 3 S Exterior Frame-Wood 19 65.7 ft2 0.23 0.75 4 N Exterior Frame-Wood 19 311.4 ft2 0.23 0.75 5 W Exterior Frame-Wood 19 209.7 ft2 0.23 0.75 6 S Exterior Frame-Wood 19 311.4 ft2 0.23 0.75 7 E Exterior Frame-Wood 19 209.7 ft2 0.23 0.75 1/13/2010 12:31 PM EnergyGauge® USA- FlaRes2008 Page 2 of 5 DOORS # Ornt Door Type Storms U-Value Area 1 N Wood None 0.460000 20.09999 2 W Wood None 0.460000 18.09000 9 WINDOWS Orientation shown is the entered, asBuilt orientation. Overhang # Ornt Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Vinyl Low-E Double Yes 0.5 0.5 N 12 ft' 2 ft 0 in 13 ft 0 in HERS 2006 None 2 S Vinyl Low-E Double Yes 0.5 0.5 N 15 ft2 5.3 ft 0 in 2 ft 0 in HERS 2006 None 3 N Vinyl Low-E Double Yes 0.5 0.5 N 20 ft2 2 ft 0 in 2 ft 0 in HERS 2006 None 4 N Vinyl Low-E Double Yes 0.5 0.5 N 25 ft2 2 ft 0 in 2 ft 0 in HERS 2006 None 5 W Vinyl Low-E Double Yes 0.5 0.5 N 30 ft2 2 ft 0 in 2 ft 0 in HERS 2006 None 6 S Vinyl Low-E Double Yes 0.5 0.5 N 45 ft2 2 ft 0 in 2 ft 0 in HERS 2006 None 7 S Vinyl Low-E Double Yes 0.5 0.5 N 12 ft2 2 ft 0 in 2 ft 0 in HERS 2006 None INFILTRATION&VENTING ---- Forced Ventilation ---- Run Time Fan Method SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 1003 6.30 55.1 103.5 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 584 ft2 0 ft2 75.9 ft 9 ft (invalid) COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 13 24 kBtu/hr 720 cfm 0.75 sys#0 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 7.7 24 kBtu/hr sys#0 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 60 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model # Area Volume FEF None None ft2 1/13/2010 12:31 PM EnergyGauge® USA- FlaRes2008 Page 3 of 5 Supply---- ---Return--- DUCTS Air Percent # Location R-Value Area Location Area Leakage Type Handler CFM 25 LeakageF�- ON RLF 1 Attic 6 138.06 Attic 53.12 ft Default Leakage Interior (Default) (Default) TEMPERATURES Programable Thermostat:N Ceiling Fans: Coding [[X]Jan [[X] Feb ((X] Mar W[X]Apr [[ May [[X]Jun [[XX]]Jul [[XX]]Aug [X]] Se Oct Nov Dec Oct Nov Dec Heating [X] Jan EX Feb [X] Mar [X]Apr [X May [X]Jun [X]Jul [X]Au [X] Sep Oct �X Nov Dec Venting [[XX]]Jan XX]] Feb [[XX]] Mar [[XX]]Apr [[XX]] May [[XX]]Jun [[XX]]Jul [[XX]]Aug [lXX]] Sep Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Coding (WD) 8 78 78 78 78 78 78 78 78 78 78 78 PAM M 78 78 78 78 78 78 78 78 78 78 78 78 Cooling (W EH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) PM 68 68 68 68 68 68 68 68 68 68 68 68 M 68 68 68 68 68 68 68 68 68 68 68 68 Heating (W EH) AM 68 PM 68 68 68 68 8 68 68 68 68 68 68 68 68 68 8 68 68 68 68 68 68 68 1/13/2010 12:31 PM EnergyGauge® USA- FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 1981 Mipaula Ct PERMIT#: Atlantic Beach,FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION �Maximum:.3 �cfm/sq.ft. CH PRACTICE CHECK Exterior Windows&Doors N1106.AB.1.1 dow area;.5 cfm/s .ft.door area. CH, Exterior&Adjacent Walls N1106.AB.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors& frames,surrounding wall;foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations; X between wall panels&top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the too olate. Floors N1106.AB.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. X EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings N1106.AB.1.2.3 Between walls&ceilings;penetrations of ceiling plane to top floor; x around shafts,chases,soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate;attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from X insulation;or Type IC with<2.0 cfm from conditioned space, tested. Multi-story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. x Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors,dampers;combustion space X heaters comply with NFPA,have combustion air. OTHER PRESCRIPTIVE MEASURES(must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3.Switch x or clearly marked circuit breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. Swimming Pools&Spas N1112.AB.2.3 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per X minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated and installed in X accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for X each system. Insulation N1104.AB.1 Ceilings-Min.R-19.Common walls-frame R-11 or CBS R-3 both X N1 102.B.1.1 sides.Common ceiling&floors R-11. 1/13/2010 12:31 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 83 The lower the EnergyPerformance Index, the more efficient the home. 1981 Mipaula Ct, Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 1173.60 ft' b.Frame-Wood,Adjacent R=19.0 191.70 ft' 3. Number of units,if multiple family 1 c.N/A R= ft' 4. Number of Bedrooms 1 d.N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types Insulation Area 6. Conditioned floor area(ft') 1062 a.Under Attic(Vented) R=30.0 1062.00 ft' b.N/A R= ft' 7. Windows" Description Area c.N/A R= ft' a. U-Factor: Dbl,U=0.50 159.00 ft' 11.Ducts SHGC: SHGC=0.50 ft' a. Sup:Attic Ret:Attic AH:Interior Sup.R=6,138.06 ft' b. U-Factor: N/A SHGC: 12.Cooling systems c. U-Factor: N/A ft' a.Central Unit Cap:24.0 kBtu/hr SEER:13 SHGC: d. U-Factor: N/A ft' 13.Heating systems SHGC: a.Electric Heat Pump Cap:24.0 kBtu/hr e. U-Factor: N/A ft' HSPF:7.7 SHGC: 14.Hot water systems 8. Floor Types Insulation Area a.Electric Cap:60 gallons a.Floor over Garage R=19.0 584.00 ft' EF:0.92 b.Slab-On-Grade Edge Insulation R=0.0 33 1.00 ft' b. Conservation features c.N/A R= ft' None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building p�otE STq�A Construction through the above energy saving features which will be installed (or exceeded) x p in this home before final inspection. Otherwi e, a new EPL Display Card will be completed .,, based on installed Code co iant feat s. �` ``£ Builder Signature: -'�- Date: / >7� /v Cit /FL Zi A ) `, *' � , . Address of New Home: / tea (t y �1 �f 7:71• 3zz3 *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA- FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321)638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the **Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section 82.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge®USA-FlaRes2008 Project Summa Job: -�- wrightsoft°� � Summary By: ni'E i s Entire HouseM. Energy Design Systems, Inc. For: Levy Addition 1981 Mlpaula Ct,Atlantic Beach, FL Notes: Front door faces West. Weather: Jacksonville, Inti Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 72 °F Inside db 72 °F Design TD 40 °F Design TD 21 °F Daily range M Relative humidity 50 % Moisture difference 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 15694 Btuh Structure 13883 Btuh Ducts 2171 Btuh Ducts 2988 Btuh Central vent(19 cfm) 840 Btuh Central vent(19 cfm) 441 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18704 Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Infiltration Equipment sensible load 16966 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1804 Btuh Ducts 698 Btuh Heating Cooling Central vent(19 cfm) 732 Btuh Area (f?) 1062 1062 Equipment latent load 3235 Btuh Volume(ft') 9558 9558 Air changes/hour 0.45 0.23 Equipment total load 20200 Btuh Equiv.AVF(cfm) 72 37 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond Coil Efficiency 0 HSPF Efficiency 0 EER Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 825 cfm Actual air flow 825 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.00 in H2O Static pressure 0.00 in H2O Space thermostat Load sensible heat ratio 0.84 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- Right-Suite Residential 6.0.119 RSR29784 2010-Jan-13 11:20:24 ,4CCK E:\EDS\2009\Residential Manual J\Levy Addition,1981 Mipaula Ct,Atlantic Beach.rrp Calc=MJ8 Pagel r 2'7 m �r mi =s CJ 14 GJ 14 CJ13 CJ14 EJ9 EJIO CJ14 EJS EJ8 U d- ,- CJ 14 EJ9 LD EJIO CJ 14 CJ13 U GJ14 J14 m b U U U U 3�'l" 2'7 N U/ 9U0E 000 r LL �� �pum p n Z �o 9 JOB: 104902 DL DAV15 ° 7E� LOC: 1981 MIPAULA GT PLAN: LEVY RE51D ADDITION oEvt3 � o DESIGNER: RICHARD TINGLEY osteo PITCH: 6/12 OVERHANG: FIELD APPLIED FLOOR SYTEM: 16" 5Y542 o�"oE 0 WIND CODE: 120 MPH EXP05URE C CL05ED U �_�0, � `o ALL TRU55 PLATES ARE ALPINE PLATES �l'" APPROVAL # 1999-3 — —y Z T� ENGINEER OF RECORDC iJ o�Q HARLESTON PARKES 233 JACK50NVILLE, FL, 3206496 LICENSE NUMBER: 00 HANGERS ON JOB ARE 45 FOLLOWS lt QQ UNLE55 NOTED OTHERUJ15E 900 N- J� APPLICATION PART APPROVAL # so O O 3 N 1-PLY TRU55 HU526 FL10655.94 90x7 13 O u VW�Q)9 ENGINEER OF RECORD TO REVIEW ALL BEAM AND TRU55 ENGINEERING AND AND 51ZE HEADERS, COLUMNS AND �WEm CAPS WHERE NECE55ARY. TRU55 FABRICATOR WILL NOT BE RE5PON515LE FOR REPAIRS RESULTING FROM- A TRU55 OR ti ;,. •r„ BEAM BEING INADEQUATELY SUPPORTED. }}y� 11 � �' llv � " .r. ► f '41Ipto, � �, t r '26, � � �� _t { s11 I s ,~ s �j f, * { r 11 � <A , m t } yy���j * i tg i {{wy yip ''MM �,Iy�"_, f 1 � yy++�yy�2""10, H �+ �`y4� 5,li� i !'9YR1 � tb 4l �v � p� PUr .��QB *„ a��$:�, �t a ITW I—*'�4A �Sl ji yfi"71rn V' I�"{ y i d f'u "e3 �A.'K ._77 7rte\.. -11 11 11 lA�;J 11 �?�� �} � �+W1/ ,, h�lY ":: 3 i 4 f K. 'k s \/� W r 11 �!!�.{ 31, 11, �xp j� t 1 FQ �"—4 if v�P: � f}� '.��" .#��P� ���' r �' "7�`�"j°�,. .r w �.° ay„� 1 y i G , '••W ����" ,,r,t Z3 � W Sfri ll, �, � Yg� }� r�.. i i '+MSA! W" Yn 3� , �lI t' s�f D7� 45 st 4',,, is 1,;'�'"w }, a .'�"�'�" " 2doasill Sck.. ii " �I Coil}ns Jr.. 11* 1P.y{�,1° #i*fj} i. r1���� �,ITC �' � � tC3 4filtl +q Uri" 3+nv� die' , 33t ,Y ii, ? 1Irl, : " A, - �� � i � � u pt^ov�ded �n �� � ` '� � �� ' � ` 3 �Stg,fai i hF� ,,`. £ '' ^a ,-,I- k f a s t a �� � n} jyr �, e' s s` �` ¢ t'4 d,,, t v .2Z „ .�., -..> +�� ,:..,.. 2. ,.., �. • F t k k, fi Ft.. 5 `� ,S�l t r F �jh ` y '' '�k' � y� ! fig` � � �`5^ �#�* x , 1111 k�; ,�'O' ,�,,�u s ,' P � ' '� �` �` .� �tF 11 . .`1 C ;N x' ;�dqy C y �`+A` A F 4 i"f� 'RF rIli�'.j� 'M f`" +5 1"�,� , #, 1iifill� } { 1 i^' 3 Y f 111 d, Y 'S�l , , p Al,", `I�Tk� � 5 y� I 11 j t i�', fK. 4� � yt�q(,y{j �"i�� ,{4� �ypy gyp/'; {y�� ,, q'. Ti {7 p i '� �s14 lmli '44,11'�^'Fi' �x T t " t v .4 i " q d a: tt, i.� (. r lll, 'F � A vii 6<y ! i .- .: j y A Y. t g ,, ` i , t t¢> I a @� � .1 I `� a '3 t �+ p e } wr i� - 1`Y F s a { pF , 4 ; � ? i h A ,} 3 rr ! 1 d 11, 1 v } `- 3 `Y 4�t ,t i t fl a P' ' 11.11,ya,; q '3��as ,� ,� Af il x F4Y q _ '°' .�*rr�j� l: , ` fir ' i `' ai to i +t 3 U av t 11 , % rA '�� , z r: ar ' Sfi ;� 1. gk� t r €�i i t` t a t q > i.25}""�11? z 9i K s =inn p s — IH1J UWU PRtPAItU ENUM (.UMPUILK INPUT (LUAU) 5 UIMtNJIUNJ) JUHMIIIFIT by INUJJ MEI. (104902B-(D.L. DAVIS )1981 MIPAULA CT. DUVAL ATLANTIC BEACH, FL - A5) 120 mph wind, 22.49 ft mean hgt, ASCE 7-05, CLOSED bldg, not located Top chord 2x4 SP #2 within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL-4.0 psf, wind Bot chord 2x4 SP #2 BC DL-3.0 psf. Iw=1.00 GCpi (+/-)=0.18 Webs 2x4 SP #3 - In lieu of structural ppanels or rigid ceiling use purlins: Wind reactions based on MWFRS pressures. CHORD SPACING(IN OC) START(FT) END(FT) TC 49 0.03 23.33 Bottom chord checked for 10.00 psf non concurrent live load. TC 49 11.67 11.67 Deflection meets L 240 live and L/180 total load. BC 101 0.03 23.30 / BC 101 7.80 7.80 All wind load cases on this truss have a 1.33 duration factor. 5X4= 5 5 1.5 X 4 1.5 X 4 5-5 5 0-7 0 0-7 0 4X4(B2) = 5X4= 3X4= 4X4(B2) L_ 11-8-0 I 11-8-0 J _I 23-4-0 Over 2 Supports "I R=994 U=352 W-3.5" R-994 U-352 W=3.5" RL=101/-101 Design Crit: FBC2007Res/TPI-2002(STD) Scale PLT TYP. Wave FT/RT=20%(0%) /5(2) 9.01.0 OTY:9 FL/-/41-/E/-/- ""WARNING" TRUSSES RFUUIRF FITRFMF CARE IN FABRICATION, HANDLING. SHIPPING. INSIAILING AND BRACING. TC LL 25.0 P S F R E F R235-- 5012 R(FFR IO BCSI (BUILDING COMPONENT SAE ETY INFORMATION). PUBLISHED BY TPI (TRUSS PIATE INSTITUTE. 1138 ��•,,\ NORTII ICE STREET. SIII IE 311. AI(%ANDRIA, VA. 2211A) AND W1CA (WOOD TRUSS C(UNC II OF AMERICA. 5300 : V'p T DI 7.0 P S F DATE 0 1 1 0 ENIFRPRIIF LANE. MADISON, WI 93719) FOR SAFETY PRACTICES PRIOR TO PL RFORMING THESE FUNCTIONS. UNLESS L UIHFRWISE INDICATED IOP CHORE SHALL HAVE PROPERLY ATTACHED STRUCTURAL IANTIS nND RO TTTM CHORD SHALT HAVE Q,5� A PROPERLY AIIACHED RIGID CFII-ING. _3y y BC DL 10.0 PSF DRW HCUSR235 100110oz •FjMPORTANT"tFURN,,D A COPY OF IHLS DESIGN 10 IHE INSEAI_IAtI CONTRACTOR. FIN BCG. INC. SHALT NDT (` //`` ALPINE NI: RESPONSI BIC FOR ANY DIVIAIION FROM THIS DESIGN; ANY FAIT URE 10 BUILD TTI[ TRUSS IN COMI ORMANCI Wlill 3 . STATE OF BC LL D0 PSF Hl,-ENG DLJ/DLJ IPI: OR IABNI.n11NG IIANOLING, SHIPPING. FNSTAII TNG 6 BRACING OF TRUSSF S. 'A�• ITTSI GN COM LRMS WITH IILICABLF PROVISIONS OF NDS (NnIIONAL DESIGN SPEC. BY A-VA) AND ,PI. IT BCG /� TOT ED. 42.0 P S F S E Q N 221903 f JNNECTOR PIATFS ARE MADE Of 2O/1NJt5GA (W.H/SS/K) ASfM AGS3 GRADE 40/l+O (N. K/H,SS) GAR V. STINGI APPIY &O R�O" PI RIES EAf 11 IACF II iRI S$AND. HNI.F SS OiIII RNI SI. LDCAITU ON 11115 UE SIGN, POSITION PER UR AWI NGS 1fiDA-l. ���� � ` ABY INSPI CiION DF PIA,II FDII DWI II BY (I) SNAIL BL PER NNII AI DF I. 1002 SEC.3. A SEAT ON IDI SS�ONAI. C� D D R.FAC. 1.25 FD M R C T�TWBuildingComponentsGroupInc. DRAWING INDICATES A CFPTANCE OI PROFESGI(1NAL ENGINEERING RESPONSIBII_IlVIFIYInRIII0TRUSSCOMPONLNIHBIOCS CII IL 33844 OF S11W111E SUI LABII IIY AND USE OF THIS COMPONf.NI FOR ANY BUILDING IS THF RISPONSIPILITY OF INTy, 8 I1 OT9IGNIR PFa AN51,,,., , SS Jan SPACING 24.0" EF- 1TYD235_ZO FL COA#0 278 IMI UWU KKtt'AKLU THUM UUMKUILK IINKUI (LUAU) & U1MIENJIUNJ) JUUMIIItU BY IKW,J ME K. (1049028 (D.L. DAVIS )1981 MIPAULA CT. DUVAL -- ATLANTIC BEACH, FL - A6) Top chord 2x4 SPg2 Wind reactions based on MWFRS pressures. Bot chord 2x6 SP #2 In lieu of structural panels or rigid ceiling use purlins: Webs 2x4 SP #3 CHORD SPACING(IN OC) START(FT) END(FT) 120 mph wind, 22.34 ft mean hgt, ASCE 7 05, CLOSED bldg, Located TC 29 0.00 5.33 anywhere in roof, CAT 11, EXP B, wind TC DL=4.0 psf, wind BC DL-3.0 psf. TC 14 5.33 6.47 Iw-1.00 GCpi (i/ )=0.18 TC 68 6.47 9.00 TC 68 6.47 9.56 Boston hip supports 5 4 0 jacks. TC supports 1-0 0 overhang. TC 68 8.94 10.28 TC 68 9.56 11.67 Deflection meets L/240 live and L/180 total load. TC 68 10.28 13.00 TC 68 11.67 13.63 All wind load cases on this truss have a 1.33 duration factor. TC 68 13.06 14.39 TC 68 13.63 16.86 See DWGS A12030050109 & GBLLETIN0109 for more requirements. TC 68 14.39 16.86 TC 14 16.86 18.00 TC 14 6.47 6.47 TC 68 11.67 11.67 TC 68 16.86 16.86 TC 14 18.00 18.00 TC 30 18.00 23.33 BC 68 0.15 23.19 4X4= 5X7= 3X3= 5 1- 3X3= 5X7= 5 5-1-9 5 3X4= 0 7 0 19-5-12 0 7-0 T- � F 2 X 4 III 7X8= 4X4= 5X6(Bl) 5X6(Bl) 5-4-0 I 6-4-0 I 5-6-14 1 9 1 5-4-0 ,1 J 23-4-0 Over 2 Supports I R-1936 U--738 W=3.5" R=1936 U=738 W=3.5N Note: All Plates Are 1.5X4 Except As Shown. Design Crit: FBC2007Res/TPI-2002(STD) Scale =.3125"/Ft. PLT TYP. Wave FT RT=20%(0%) /5(2) 9.01. OTY:2 FL/-/4/-/E/-/- **WARNING** TRIISSES RFOUIRE IXIREME CARE IN iARR If,AITON. HANOI INC. SHIPPING. INSTAI.IINC,AND BRACING. �. ' TC ILL 25.0 P S F R E F R 2 3 5 5013 REFER TO 8EST (BIIIIDING COMPONENT SAFETY INFORMATION), PUBLISHLD BY TPI (TRUSS PLATE INSTITUTE. 218 NORTH IEE STREET. SUtIF 112. ALLIANDRIA. VA. 22314) AND WIC. (WOOD IRU.' COUNCIL OF AMERICA. 6100 '•• �' :V TC DL 7.0 P S F DATE 01/11/10 ENTIRPRI'L LANE. MADISON, WI 53)19) FOR SAFETY PRACTICES PRIOR TO PER FORM TNG TMESF FUNCTIONS. UNI FSS �' OTHERWISE INDICATED TOP f,H ORO 'IIA LL MAVE PROPERLY ATTACHED SIRUGTORAI PANELS AND BOTTOM CHORD SHALL HAVE Q '�.� (' A PROPERLY ATTACHED RIGID CEILING. No.522 BC DL 10.0 PCS`F DRW HCUSR235 10011003 **IMPORTANT**FURNI'H A COPY OF THIS DESIGN TO THE 1NSTALIATION CONTRACTOR. ITW BCG. INC. SHALL NOT BC LL 0.0 PJF HC-ENG DI l/DLJ ALPINE BE RESPONSIBLE FOR ANY [It,IAEIIN IROM THIS DE SIf,N; ANY FAILURE 10 BBE ED EHE TP.I' IN COMFORMANCF NfIH ����� �F 1] L TET. OR EABRICA T I NG, HANDL INC. SHIPPING. INSTASIG%G 6 BRACING OF TRUSSES. UF.ICN CONE ORM' WISH AVPL If,ABIF PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF6P A) AND TPI. ITW BCG _ONNFCIOR PLATES ARE MADE OF 2./IB 16GA 1l,l S/K) ASTM A611 GRADE ""' (W. „/11.'57 GA LV. 'TEFL. APPLY •� Aft TOT LD 42'D PSF SEAN 221925 PLn1FI TO FnCH FACE F TRUSS AND 'INLESS OTHERWISE LOCATED ON THIS DESIGN POST EI(N PER DRAWINGS 16OA Z 4O R�O Ti_' ANY IN6PF1110N OF PLATES FDELOWED BY (;) IITA11 BE PER ANNE" A3 DF TOI1 2002 SEC 3 -f L DN THIS SSS' fl" D U R.FAC. 1.25 F R 0 M R C T ITW Building components Group Inc. DRAWING INDICAIES ACCEPTANCE OF BY SSIONAL ENGINEER ENG RESPONSIBII TTY SOLELY FOR THC 1RIISS COMPONF NT H31nCS C'1 FL 3JOYY DI SIGN SHOWN. INE SNI'ABILiIV AND USF OF THIS COMPONENT FOR ANY BUILDING IS TILE 111110NSIRIIIIY OF EKE I.IyL RIIIIDI„,.OL'IGNER PFR A„"„P, 1 'E( Jan SPACING 24.0" JREF 1TYD235_Z FL CD#0 278 I111J UWU E'KtPAKtU THUM L,UMI'UItK INPUI (LUAU, S UIMtNJIIVNJ) �Ub M111tU by IKUJJ MLK. (1049028 (D.L. DAVIS )1981 MIPAULA CT. DUVAL - ATLANTIC BEACH, FL B7) Special loads Top chord 2x4 SP #2 (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.-1.25) Bot chord 2x6 SP #2 Webs 2x4 SP #3 TC From 65 plf at 0.00 to 65 plf at 2.00 TC From 65 plf at 2.33 to 65 plf at 4.33 120 mph wind, 20.48 ft mean hgt, ASCE 7-05, CLOSED bldg, Located BC From 20 plf at 0.00 to 20 plf at 4.33 anywhere In roof, CAT II, EXP B, wind TC DL-4.0 psf, wind BC DL-3.0 TC 194 lb Conc. Load at 2.24 psf. Iw=1.00 GCpi (+/ )=0.18 BC 222 lb Conc. Load at 1.40 3.40 BC 100 lb Conc. Load at 2.24 Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceiling use purlins: Deflection meets L/240 live and L/180 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 28 0.00 4.33 All wind load cases on this truss have a 1.33 duration factor. BC 48 0.15 4.19 4X4= -� 5 5 F- T 1-5 0 0 7 0 0 7-0 x_ 19 5-12 'T 1.5 X 4 III 2X4(Al) 2X4(Al) I 2-2-0 2-2-0 I �- 4-4-0 Over 2 Supports - R=512 U 154 W=3.5'1 R=573 U=168 W=3.5" Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT/RT=20%(O%) /5(2) 9.0 1.0-�0�4- QTY:2 FL -/4 E -/- Scale =.5" Ft. -WARNING* 1RIISSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING,AND BRACING. l T C L L 25.0 P S F R E F R235-- 5 0 14 REFER TO BCSI (BUILDING COMPONENI SAFETY INFORMATION), PUBLISHED BV TPI (TRUSS PLA FE INSTITUTE, 218 NORTH LEE STREET. SUIIF 312, n1 X NDRIA, VA, 22 311) AND WTCA (W 00. TRUSS C0IF CII OF AMERICA. 6300 �•• T DL 7,0 P S F DATE 01/11/1 0 ENTERPRISE IANE. MADISON, WI 537 FOR SA FEIY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS L OIHIRWISE INDICATED TOP CHORD SIIAI.L HAVE PROPERLY ATTACHE. SIR OCT URAL PANELS AND BOTTOM CHORD SHALL HAVE �• • •••V A PROPERLY ATTACHED RIGID CEIIING. No. 12 .1% BC DL 10.0 PSF DRW HCUSR235 10011004 ••IMPORTANT"'TURNISTI A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG, INC. SHALL NOT 3* * BC LL 0.0 PSF HC-ENG DLJ/DLJ ALPINE BE RESPONSIBLE FOR AN pFV1Al10N FRON TIIIS DESIGN: ANY 1AILIIRE 10 RU ILD TIIF IRUSS IN 10.1ORMANCE 111111 s 1� IF U IPI: OR FA BRICA,ING, IIA NDLINf„ SM PPING. INSTALLING A BRACING.OF TRUSS'S. OLSIGN CUNT THES WITH APPLICABLE PROVISIONS OF NOS (NATIONAL. DESIGN SPEC. BY AFRPA) AND TPI. I1N BGG STATE OF T O T.L D. 42.0 P S F S E Q N- 221949 CONNECTOR PLATES ARF MADE OF 2O/18/16Gn (W,H/SS/K) ASTM Afi53 GRADE 10/60 (W, K/H,SS) GAIV 5iF E1 APPLY A sff PIAIES lO EACH GAGE OT TRUSS AND. HNIESO OTHERWISE LO CA IED ON T1115 DFSIGN, POSITION PFR DRAWINGS 1611A Z. �••'/•COpvQP. ITw Building Cp/ppp!lEOfS Gras Inc. ANY INS', LINDTON OF PLATS FOILOHE.RV (I) SHALL BI- PER ANNE% A3 OF RPII-2002 SOL TEL A SEAL QN THIS g-(� Mf.... � DER.FAC. 1.25 FROM RCT 9 IA P DRAWING INOIFAIES A.l.EPLANCE 01 PPOIESSTONAI LNGINFFRING RESPONSIBILITY SOLELY FOR 111E RRIISS f,OMPONF IN V Ilalne$CIty,FL 338 FF BLIIIIT NGNDFSI6NLRiPFRS0"'Ll 'TT SC11 HZF OF IRIS COMPONENT FOR ANY BHIIDING IS TITS OFSPONSIDILITV OF LIFE PLCOAFL33 Jan SPACING 24.0" JREF 1TYD235_Z02 I H I J UWU YKtYAKtLI tKUM L,UMF'U ItK INV UI (LUAUS IS UIMtNJIUNJ) �,UUMIIILU by IKUJJ ME K. (104902B (D.L. DAVIS )1981 MIPAULA CT. DUVAL -- ATLANTIC BEACH, FL EJ8) Top chord 2x4 SP 2 120 mph wind, 21.17 ft mean hgt, ASCE 7-05, CLOSED bldg, not located Bot chord 2x4 SP �2 within 4.50 ft from roof edge, CAT II, EXP B, wind TC DI-4.0 psf, wind BC DL-3.0 psf. Iw 1.00 GCpi (+/ )-0.18 In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) Wind reactions based on MWFRS pressures. TC 69 0.03 5.33 BC 63 0.03 5.33 Bottom chord checked for 10.00 psf non concurrent live load. Deflection meets L/240 live and L/180 total load. All wind load cases on this truss have a 1.33 duration factor. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 0.131"x3" nails, toe nailed at Bot chord. 5 R=164 U=105 21 11-15 2-9 11 0 7 0 +19-5 12 R=102 U-0 4X4(B2) 5-4-0 Over 3 Supports - > R -228 U, 51 W-3.5" RL-95 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT/RT=20%(0%) /5(2) 9.01.00 OTY:12 FL/ /4 -/E / Scale =.5"/Ft. **WARNING** IRUSSI.I REQUIRE IYTRFMF FARE IN FABRICATION. DANDL.I NO. SHIPPING. 1NS1A111NG AND Bft ACING. TIC LL 25.0 P S F R E F R235-- 5015 REFER TO BC SI (BUILDING COMPONENT SAFETY 1N-11111IONI, PHBLISHFD BY TPI (IRHSS PL1TF INSTITII.L. 118 NORTH LEE STREE, . SHITE 312. ALE—DRIA, VA, 2231G) AND HTCA IWOOD TRUSS COUNCIL OF AMERICA. 6300 _A. .�• •• •• T E ENTERPRISE LANE, MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FHNCIION S. LI NI.ESS r_ TIC DL 7 0 P S F D A I L 01/11/10 I IIN.RWISE INDICATED TOP CHORD SHALI HAVE PROPERLY ATTACHED STRHCIIIRAI. PANELS AND NOT IOM CHORD SHALL HAVE �•� A PROPERLY ATTACHED RIGID C''''FG. No.522 BC DL 10.0 PSF DRW HCUSR235 10011005 **IMPORTANT**FHRNISH A COPY OF THIS DESIGN TO TIFF INSTALLATION CONTRACTOR. IIW BCG. INC. SHALL NOT ALPINE BE RE SPONSIBLF FDR ANY HII IT DN FROM THIS DESIGN: ANY FAILURE i0 BUILD EHE TRUSS IN -111ORMANCF WITH C BC LL 0.0 P S F H C-E NG DLJ/D L J IPI: OR FAHRICATING HANDLING, SHIPPING. INSTALLING& BRACING OF TRUSSES. STATE OF DTSIGN IONIC— HI M PPL 11161E PROVISIONS OF NDS (NAIIONAI DESIGN SPIC, RY AFSPA) AND IPI. ITN BCG �• G _ 928 8 fONNI:CTOR PI.AT FS ARE M DE OF 2O/,D"-A (W.H/,S/RT ASTM A653 GRADI 40/GO (W. K/H.SS) GAIV. SIFIL. APPL •� Pff TOT.L D 42.0 P S F S E 0 N 2 2 1 9 2 8 ILAIFS TO EACH MALT OF IRUSS AND. HNIESS OTHERWISE IOCAIED ON THIS DESIGN, POSIiION PIR DRAWINGS 11(A'1. C U R10t*\ IBUI�(/III Components Group Inc. ANY INSPI<TION OF PLATES FOLLOWED BY (i) SII All HL PLR ANNE% A3 OT )PIi2UO2 SEC.3. A SEAL ON THIS fAll � DUR.FAC. 1.25 FROM RCT Q P DRAWING IN DI CAIFC AC CF PTANCI OT PROFF SSIONAL ENGINEERING RESPONSIRIITITY SOLEII FOR "IF TRUSS COMPO NC NI v HamesClty,FL 33544 BIIIIDNNGIDINIGNERTPER A"— I SCC U'I Of 11115 COMPONENT FOR ANY BUILDING IS THE RFSPONSIBILIIY OF THE PLCOAFo27s Jan SPACING 24.0" JREF 1TYD235_Z02 IHlJ UWb YKtKAKtU VKUM I.UMKUItK INKUI (LUAU) 6 U1MLNJ1UNJ) JUHMIIILU by IKUJJ MEK. (104902B (D.L. DAVIS )1981 MIPAULA CT. DUVAL - ATLANTIC BEACH, FL EJ9) 120 mph wind, 21.20 ft mean hgt, ASCE 7 05, CLOSED bldg, not located Top chord 2x4 SP 112 Bot chord 2x4 SP #2 within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL-4.0 psf, wind :Lt Stub Wedge 2x4 SP #3: BC DL-3.0 psf. Iw=1.00 GCpi (+/ )=0.18 In lieu of structural 'panels or rigid ceiling use purlins: Wind reactions based on MWFRS pressures. CHORD SPACING(IN OC) START(FT) END(FT) TC 68 0.00 5.21 Bottom chord checked for 10.00 psf non concurrent live load. BC 63 0.00 5.21 Deflection meets L/240 live and L/180 total load. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. All wind load cases on this truss have a 1.33 duration factor. Note: Specified hanger(s) based on Southern Pine lumber values. Refer to hanger manufacturer's product catalog for proper applications. Hanger Simpson HUS26 or equivalent, fill all nail holes. 521 11 15 R=156 U=98 2-9 11 0-1 10 19-5-12 _T ik Li 2X6(G1) III R=98 U-0 i—5-2-8 Over 3 Supports R=222 U 48 RL-93 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT RT=20%(0%) 5(2) 9.01.0 OTY:4 FL/ 4 E/-/- Scale **WARNING** TRUSSES RE0OIRE EXTREME CARE IN FABRICATION, HANDI ING, SHIPPING, INSTALLING AND BRACING. TC L L 25.0 P S F R E F R235-- 5016 RITER 10 BCS, (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLA1F INSI ITUTE. ?18 �� •.A �` NORTH LEE STREET. SUIif 312. ALEXANDRIA, VA, ?2314) AN u,cA (WOOD TB DSS COUNCIL OF AMFRICA. 6300 V T C D L 70 PSF F D A T L D 1 11/10 ENTERPRISE LANE. MAULSON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THE SE FUNCTIONS. UNIFSS �� •v•• �� v OTHERWISE INDICATED TOP C.HORD SDAI.I HAVE PROPERLY ATTACHED STRUCIURAI PANELS AND BOTTOM CHORD SHALL HAVE _ �.� A PROPERLY ATTACHED RIGID CETIING. .a No.52212 BC DL 10.0 PSF DRW HCUSR235 10011006 **IMPORTANT**FURNISH A COPY OF IHIS DESIGN TO IHF INSTALLATION CONIRACTOR. IT' BCG. INC. SHALL NOT7� : BC LL 0.0 PSF HC-ENG DLJ/DLJ ALPINE BT RESPONSIBLE FOR ANY DEVIA,ION FROM THIS DESIGN: ANY TAILHRE TO BU IED IHE TRUSS IN COMIORMANCF NI"' �.. ����� �F 6 IPI: OR fABRICAT ING. IIAN D LING. SHIPPING. INST PLI ING R BRAf,ING OF TRIIS SE S. OE SIGN CO NF OHMS NI1H APPI ICABLF PROVISIONS OF NOS (NAiIONnI DESIGN SPEC. LE AI BPA) ANO TPI. IW BCG /� *• A �f T 0 T.L D. 42.0 P S F S E O N 221931 CONNICIOR PEA IES IT MAUI Of ?D/I8/IGGA (W,H/SS/N) ASIM A653 GRADL 40/60 (W. K/11.SS) G LV ST FI L. APPLY �/jV'� I� J .J L V'Y PLAII.S 10 EACH FACE Of TRfISS AND. ON LESS 0THFRWISI. LOCATFO ON ,HIS DESIGN, POSITION VER UPAWINGS 1f0A-]. �••'�OR�Or�� ANY INS111,IIN OF PIAILS FIO I."" BY (i) SHALI. BE PER ANNFN Al HE FREE IDD; SEC.3. SEAL DN THIS S QNAI D U R.FAC 1.25 FR0M R C T ITW Building Components Group Inc. DRAWING INUICA IF ACLEP TAN CE OF PROIFSSIONAL ENGINF'NING RESPONSIB,L.ITY SOLEtY TOR ,HE TRUSS COMPONENT }I8TOC9 City,FL 33844 BU I L DI�NGHUENIGNF2 TPERSAN51/TPIIL SE�,UZF OF IHIS COHPONFNT FOR ANY BU II DING IS IHF RESPONSIRILIIY OF THE rLCOA#023 Jan SPACING 24.0" JREF 1TYD235_Z02 IHIJ UWL, PKtPAKLU FKUM (,UMPUItK INPIII (LUAU) 6 UIMtNJIVNJ) �UbMIIIIU BY IKUJJ MI-K. (104902B (D.L. DAVIS )1981 MIPAULA CT. DUVAL -- ATLANTIC BEACH, FL EJ10) Top chord 2x4 SP #2 120 mph wind, 20.48 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL-3.0 psf. Iw=1.00 GCpi (t/ )=0.18 In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) Wind reactions based on MWFRS pressures. TC 26 0.03 2.00 BC 23 0.03 2.00 Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. All wind load cases on this truss have a 1.33 duration factor. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 0.131"x3" nails, toe nailed at Bot chord. 5 20 1 4 T R*20-7 0-7 1 5-0 0 7 0 = 19 5 12 RU=0 4X4(B2) 2-0 0 Over 3 Supports R=86 U=-15 W=3.5" RL-34 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT/RT=20%(0%) /5(2) 9.01.V QTY:4 FL/-/4/-/E/-/- Scale =.5" Ft. —WARNING"" TRUSSES RI QUIRE EXTREME CARL IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. TC LL 25.0 0 P S F REF R235- 5017 RFI I.R TO BCST (BUILDING f.OMPONE NI SAFETY INFORMATION). PUBLISHED RY IPI (TRUSS PLATE INSTITUTE. 218 . J J L NORTH LFL STREET, SUI IE ]]Y, AIEXANDRIA, VA, 2?31 A) AND WICA (WOOD TRUSS COUNCII OF AMERICA. 6300 /` (` EN TC RPRI SE IANE. MADISON, NI 5])197 FOR SAFETY PRnC T(f,Es PRIOR 10 PERFORM TNG THESE FUNCtIONS. UNI ESS �: • ��.(/ TC DL 7.0 P S F DATE D1/11/1D 01 HERW ISI INDICATED IOP CHORD SHALL HAVE PROPFRIY ATTACHED STRUCTURAL PANELS AND 8011 IN CHORD SHALL HAVE ' 52212 rq - A PROPERLY AI IAC HED RIGID CEILING. a No.5221 2 _* e * ?* BC DL 10.0 PSF DRW HCUSR235 10011011 **IMPORTANT*'FURNISH A COPY OE TATS DESIGN TO THE INSTAI.LAIION CONTRACTOR. ITW BCG. INC. SHAII NO[ (` HC-ENG J ALPINE BE RE SVONSIBIE f0R ANY DEVIATION FROM THIS DESIGN: ANY IAILURE TO BUILD IHE TRUSS IN COMFORMANCF WIIH Z : ����� �� �� BC LL 0.0 P S F 111.-E N G DLJ/D L J IPI: UR 1AR1.%T.'G. HANDIING. SHIPPING. INSTALLING 8 HIT OI T101 SF S. OF SIGN CONFORMS WIT nPPF ICDE 0AD(F PROVISIONS OF NDS (NA11DN nl. DE SIf.N SPEC. BY Ai 6PA).SSAND TPI. ITW BCG (` (T G IIIP NI STT)EIA CIIL(ACFE DIIAIRD SS ,N)'B/UNL ESBlfCW0I HFRWI SL AL(IMAIEDBONGRADE THI S40ESIGNu POSITION PERDRAWINGS1F.DAAPPLYZ. � s ��R10 TOT.LD 42.0 PSF SEAMN 221936 ITWBuildin ComponentsGrou inc. ANY INSVECTICA DI PI ALES FOIIOOFU BY (i) SHALL BE PER ANNEX AJ OF TOILBUI 2002 SF C.J. A SEA I TAI DN THIS (��O���A� DDR.FAC. 1.25 FROM RCT 9 ] P DRAHING INDICATES A fT FIANCE LI PROIF SSIONAI ENGINEERING RF SPONS[B 11 ITV SOLELY TOR THF TRUSS COMPONENT V `� 1. J I� Hames Cl FL 33844 1)SIGN SHOWN. HL U''ABII TTY AND FIT OE 11111 COMPDNENT FOR AM' BUILDING IS THE RECPDN5I8II Fly OF TOL City, U BDIIDING DF SIGNER PFR ANSInPI I sHL Jan 1 SPACING 24.0" ]REF- 1TYD235_Z02 F1,COA X10 278 IHiJ UWU KKtYAKLU [KUM L.UMYUILK INPUT (LUAU) h U1MLN9,IUNW ) JUbM1I1tU BY IKU�J MFH. (104902B (D.L. DAVIS )1981 MIPAULA CT. DUVAL -- ATLANTIC BEACH, FL - HJ11) Top chord 2x4 SP #2 Wind reactions based on MWFRS pressures. Bot chord 2x4 SP #2 In lieu of structural panels or rigid ceiling use purlins: 120 mph wind, 21.16 ft mean hgt, ASCE 7 05, CLOSED bldg, Located CHORD SPACING(IN OC) START(FT) END(FT) anywhere in roof, CAT II, EXP B, wind TC DL-=4.0 psf, wind BC DL-3.0 psf. TC 75 0.02 7.48 Iw-1.00 GCpi (+/ )=0.18 BC 89 0.02 7.48 Hipjack supports 5 3 8 setback jacks with no webs. Provide ( 3 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 0.131"x3" nails, toe nailed at Bot chord. Deflection meets L/240 live and L/180 total load. All wind load cases on this truss have a 1.33 duration factor. 3.54 R=276 U-142 21-11-11 2-9-7 0-7-0 —1—+19-5-12 �- R 99 U=0 3X4(B2) 7-5-12 Over 3 Supports R-188 U=63 W=4.2" Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT/RT=20%(O%) /5(2) 9.01 QTY:4 FL/-/4/-/E/-/- Scale =.5"/Ft. —WARNING—TRUSSES RFOUIRE EXTREME CARE IN FABRICATION. "AIDE INE. SHIPPING. INSTALLING AND BRACING. T C L L 25.0 I'C F REF F R 2 3[ 501-8 REFER IO BCSI (BUILDING COMPON..NI SAFETY INFORMATION). PUBLISHED BY IPI IIRUSS PEAU'. INSTITUTE. 218PSF L J NORM LEE STREET, SUITE 312. ALEXANDRIA. VA, 22]14) AND WTCA IW OCD TRUSS COUNCIL OF AMERICA, 6300 �` 11/10 I ENTERPRISE LANE. MADISON. WI 93119) FOR SAFETY PRACTICES PRIOR IO PERFORMING THESE FUNCTIONS. UNLESS •S�•�.:v TC DL 7.0 P S F DATE 0 1/1 1/1 0 UIHERWISE INDICATED TOP CHORD SHAH DAVE PROPERTY ATTACHED STRIICTURAL PANELS AND BOTTOM CHORD SHALL HAVE �.: % A PROPERLY ATTACHED RIGID CEILING, No.622 '�� BC DL 10.0 PSF DRW HCUSR235 10011007 —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTAIIAIION CONTRACTOR. 'TW BCG. INC. SIIAII NOT y ALPINE BE RESPONSIBLE FOR ANY DEVIATIOW FROM THIS DTSIGN: ANY IAILURF 10 BIT"" THE IRIIII IN COMT ORMANCE WTIH if ; BC LL 0.0 P S F HC-ENG DLJ/DLJ IPI: OR FABRICATING. IA NDLING. SHIPPING. INSTALLING 8 BR Af,i IN Of TRUSSES. OF"131 CONFORMS WUH APPUCABEE P-111.NS GE NE' (NAnoNAI DeSIGN weC. BY AF&PA) AND TPI. nu Bcr, .0% STATE OF TOT.LD. 42.D PSF SEQN- 221952 DNNT CIO, PLATES ARE MADE OF 2TI/i8/1fiGA (W.H/S$/K) ASTM Afi53 GRADE YET/6 (W. K/N.SS) GALV. STEEL. AVPLY PIAIIS 10 EAf,H TACE OF TRUSS AND. UNLLSS OTHERWISE LOCATED ON IRIS DFS IGN, POSITION PER DRAWINGS lOOA oft D D R F A C. 1.25 F R O M RCT ANY INSPECTION OF PI ATFS FOLI OWED BY (1) SHAII. RE PER ANNEX A3 OF 1P11-2007 SEC.3. A SFAI ON THIS F�(�• _fl \` ITW Building Components Group Inc. DRAWING INDICATES ACCEPTANCE HE PROIESSIONAL ENGINFLRING RLSPONSIBIIITY SBI.El FOR THE TRUSS COMPONENT V���� Hame$City,l L 33844 BTIILD HGIIDFSIGNERIPFR SANSI/TPIII SEC_AND UZF OF THIS COMPONENT FOR ANY BRI[DING IS illE RE SPONSIDILItY OT THF FLCOA#0278 Jan NM.. SPACING 24.0" JREF- 1TYD235_ZO2 IMI) UWU VRLI'AKLU THUM I,UMVUILK IINHUI (LUAU) & UI MLINJIUN]) �)UUMII ILU MY IKUJJ MY K. (104902B- (D.L. DAVIS )1981 MIPAULA CT. DUVAL -- ATLANTIC BEACH, FL HJ12) Top chord 2x4 SP 2 Wind reactions based on MWFRS pressures. Bot chord 2x4 SP2 In lieu of structural panels or rigid ceiling use purlins: 120 mph wind, 20.47 ft mean hgt, ASCE 7 05, CLOSED bldg, Located CHORD SPACING(IN OC) START(FT) END(FT) f win 3.0 sf. TC 34 0.02 2.7 7 anywhere i T I wind TC —4.0 s d BC DL e n roof, CA I EXP B DL , Iw=1.00 GCpi (+/-)=0.18 p p BC 33 0.02 2.77 Hipjack supports 1-11 8 setback jacks with no webs. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 0.131"x3" nails, toe nailed at Bot chord. Deflection meets L/240 live and L/180 total load. All wind load cases on this truss have a 1.33 duration factor. 3.54 — 20 7-0 T RU--1 1-4-12 0 7 0 R= 19 5-12 U=0 3X4(B2) 12 9-3 Over 3 Supports) E R--23 U=7 W=4.2" Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT RT=20%(0%) 5(2) 9.01.00. OTY:4 FL/-/4/-/E/-/- Scale =.511/Ft. **WARNING** TRUSSES ECRU IRE EXTREME CARE IN IARRI CAI ION, HANDLING. SHIPPING. INSTALLING AND BRACING. T C L L 25.0 P S F R E F R235- 5019 RETE. IO NC.SI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE I111ITIIII. 218 w• •••• RUNT" LEE ST REFI. SUITE 311, All XA RUN IA, VA. 2231 I ANU ."A (NO OD i.USS COUNCIL OF AMERICA. A 00 (` '( '( ENTERPRIST IANE. MADISON, HI 53]19) FOR SAFEIY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS Pte• ••"Vj� TC DL 7.0 P S F DATE 0 1/1 1/1 0 O LIN.HIT SE INO ICAIFD TOP CHORD SHAH HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND ROT I OM CHORD SHALL HAVE '• No.b2212 �T A PROPERTY ATTACHED RIGID CEILING. ♦ ♦ BC DL 10.0 PSF DRW HCUSR235 10011008 **IMPAR TANT**FURNI SII A COPY OF THIS DESIGN TO THE INSIAILATION CONTRACTOR. TIN PCG. INC. SHALL NOT = • •� : •� BE .1.SPONSI B LE FOR ANY DF VIATION FROM IHIS DESIGN; ANV FATELIRT. IU RTITLD IHE TRUSS IN COMFOHMANCE HI TH B C L L O O P S F HC-ENG D L J/D L J ALPINE TP L: OR F BRICATING. HAM0IING, II11PP1NG. IN ALLING b BRACING OF TRUSSES. STATE OF j DFSIGN CO NFT RMS NII" APPI ICABII PROM S TONS Or NDS (NATIONAL DESIGN SPEC. BY Af&PA) AND IPT. ITN BCG CONNECTOR PLATES ARE MADE 0T 20/1H/16GA (H."/IS /N) ASTM A659 GRADE 40/60 "' K.....I GALV. STFPL. APPLY � •��OR10P TOT.L D 42.0 P S F S E 0 N- 221941 PIAILS TO EA"' IA" OF 1.... AND. UNLF IS OTHERNISL LOCATED ON IHIS DESIGN. POSH ION PER 0RANINGS 1GOA 2. •*• 9 �� ANY INSPECTION OE PLAIFS FOLICHID BY (I) IIIASL BE PER ANNEX A3 DF IPI{-2002 SEI.1. A SLAC ON IHIS SS��NAL D U R.FAC. 1.25 F R 0 M R C T IBII/I(/lII Components G/OU Inc. DRAWING 1X111 CASES ACCEPTANCE OF PROFF SSIONAI ENGINEER LNG RC SPON SIBTI TIY SOI EI.Y FOR iliC IRU SS COMPO NI NI HamesClty,(L 33544 RIIII l HI IA. PI TI SED U'E OE IH11 COMPONENI FOR ANY NUILDING IS 1111 RLSPONSIRIC111 OF THE FL Con FL 33 A Jan 11 SPACING 24.0" JREF- 1TYD235_ZO2 IH1J UWb 1'KtPAKLU LKUM LUMPUltK INPUT (LUAU) 6 U1MtNJ,IVW1) JUNM111tU BY IKUJJ MYK. (1049026 (D.L. DAVIS )1981 MIPAULA CT. DUVAL -- ATLANTIC BEACH, FL - CJ13) Top chord 2x4 SIX 2 120 mph wind, 20.74 ft mean hgt, ASCE 7 05, CLOSED bldg, Located Bot chord 2x4 SP 2 anywhere in roof, CAT II, EXP B, wind TC DL-4.0 psf, wind BC DL-3.0 psf. Iw I.00 GCpi (+/-)=0.18 In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) Wind reactions based on MWFRS pressures. TC 42 0.03 3.24 BC 38 0.03 3.24 Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. All wind load cases on this truss have a 1.33 duration factor. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.13111x3" nails, toe nailed at Bot chord. 5 21-1 8 R=101 U=64T+ 1 11-4 0 7 0 _T_ R-62 U-0 19 5 12 4X4(B2) 2-15 Over 3 Supports R=139 U=28 W=3.511 RL-56 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT RT=20%(0%) /5(2) 9.01.0'lQTY:8 FL/-/4/-/E/-/- Scale =.5"/Ft. **WARNING** TRUSSES RFOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. TC LL 25.0 P S F R E F R235-- 5020 REFER IO SCSI (BDILDING f,OMPONE NT SAFETY INF ORMAl10N), PUBLISHED BY 11'i (TRUSS PLATE INSTITUTE. 218 4_• *\���� �� _/� NORTH LEE STRIET. SUI IF 312. AI LXANDRIn, IA, 11 3' AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 �/ ••• �{�� (` 'I ENTERPRISE LANE. MADISON. WI 53)197 TOR SAFETY PR AC II CES PRIOR TO PLRf ORMING THESE FUNCTIONS. UNLESS ��v TC DL 7.0 P S F DATE Q 1/11/10 OT111 RNISE I""ATER LOT 111ORD SHALL HAlt PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD IHAII HAYF * A PROPERTY ATTACHED RIGID CEILING. No.52212 BC DL 10.0 PSFDRW HCUSR235 10011009 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTAL LAI ION CONTRACTOR. ITR BCG, INC. SITAll NOT ALPINE BE BFSPONSIBLE !OR ANY UEYIn"ON Vft.M THIS UE SIGN; ANY FAILURE TO BUILD THE TRUSS IN COMTGROIN GE WITH BC LL 0.0 P S F HC-ENG DLJ/D L J TPI: OR FARRICAIING. HANDLING, -HIPPING, INS1AlLING 6 BRnf,ING OF TRUSSES. �. STATE OF UE SI IN Cf NIORMI WITH APPLICABLE Pk)YISIONS OF NUS (NATIONAL IJI SIGN SPEC, BY AF3PA} AND IPI. ITN BC,G T Q T L D 42.0 P S F S E 0 N 221 955 (:ON NE f,TDR ILA TES ARE MADE IF 20/18/15 P,A (W.II/SS/KI ASTM 1653 CHADE 40/60 (W, N/H,SS) GAILY STEEL.. APVLY * R�OP f� 1't.ATFS I F :H TACT OF TRUSS AND, UNI FSS 0111t-RW I SF 1.0CAIID ON TII15 DESIGN. POSITION PFR DRAWINGS I60A Z. 1TWBuild%n ComponentsGrou Inc. ANY INSPECT ION 01 PDAIIS FOILO11 BY (1 MALL NI PER ANNTX Al OF 1P11.2002 SE f,.3. A SF AI IN THIS DUR.FAC. 1.25 FROM ROT 9 P DRAWING INIIICATIS ACCCPIaNCI OF Pft Of FSSIONAL ENGINttR ING 0.ESPONSIBILIIV SOI FLY EOB IIF IBDSS COMPONENT {7 Haines City,FL 33844 IIF SIGN 511)WN. TIIF Sun161LIIY ANR 115E OF TITS COMPONENT FOR .ANY BUILDING 15 IIID Rt SPONSIBILITY 01 THE RO ILDI NG GI SIG NFR PIR ANSI/TPI I SLG, 2. Jan SPACING 24.0" JREF- 1TYD235_ZO2 FL CA#0 278 I111J UWU PFILVAKLU -MUM GUMPUILK INPUT (LUALi 6 U1MLNJIUNJ) JUtlM111tU by IMU�J MPH. (1049028 (D.L. DAVIS )1981 MIPAULA CT. DUVAL ATLANTIC BEACH, FL - CJ14) Top chord 2x4 SP 2 120 mph wind, 20.32 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 SP 2 anywhere in roof, CAT II, EXP B, wind TC DL--4.0 psf, wind BC DL-3.0 psf. Iw 1.00 GCpi (+/-)=0.18 In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) LND(FT) Wind reactions based on MWFRS pressures. TC 16 0.03 1.24 BC 14 0.03 1.24 Bottom chord checked for 10.00 psf non-concurrent live load. , Deflection meets L/240 live and L/180 total load. All wind load cases on this truss have a 1.33 duration factor. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 0.131"x3" nails, toe nailed at Bot chord. 5 R=39 U=26 1 1 4+20-3 8 0 7 0 +19-5-12 � R=24 U=0 4X4(B2) 1 2 15 Over 3 Supports R=5544 U-8 W-3.5" RL-21 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT RT=20%(0%) /5(2) 9.01.00 :16 FL/-/4/-/E/-/- Scale =.511/Ft. ""WARNING— TRUSSFS RICH IRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSIAIIING AND BRACING. .AI T C L L 25.0 P S F R E F R235-- 5021 RFFFR TO SCSI (BUILDING COMPONENT SAFETY INF ORMATIDN7. PUBLISHEII BY IPI IIHUSS PLATE INSTITUTE. 2 'r NORTH LEE SIRFE f, SIII TE 312, nLE%nNDR In, VA, 21]1 Al AND WICA (HOLD TRUSS COUNCIL OF AMERICA, 6300 �` (� �` /. FNTIRPRISF LANE, MADISON, WI 53119) FOR SAFETY PRAT,T ICES PRIOR TO HIRE SLIMING THE SF (UNCI EONS. UNI F SS T C D% L 7.0 P S F DAT E D 1/1 1/10 1111111111 INDICA DFD IOP CHORD SHALL HAVE PROOF III AT IACIIFD STRUCTURAL PANELS AND BOTTOM CHORD SLAT HAVE `�� A PRSPIRI.Y nTTACIIED R[GID LFII ING. Na 6I1.1 GG BC DL 10.0 PSF DR W HCUSR235 10011010 "*IMPORTANT**F uaNtsH A cDPv IF THIS DESIGN rD THE Ixsrau ArloN coNrenc roR. IIw BCG. Ixc. SMALL NOT USS ALPINE BF HT.sronsl Bll FDR AN v DevlAnOry FROM T11 DeslcN: nnv FnuHRE TD BHn.D LIST TRUSS IN C.11.1MANCE .11. S BC LL 0.11 PSF HC-ENG DLJ/DLJ RAI DES GNR CO NBO REISI WIiH HPVL ICAAI.FSI�ROV111ONSNS FA NDSNIFILIONAt NDESIGNR SPECS BY AFRI'A) AND IPI, ITW BCG "• OF 10 z ANY CONNE f,TOR PIAFLS ARE MAGI: DF 201IBL16GA (W.1111S11) ASTM A653 GRADE 40,60 (W. F/H.SS) GALV. STEEL. APPIY /^w/�� A TOT.L D. 42.0 P S F S E A N- 221958 PI AIFS I FACR FACE Of I.L S AND UNLESS DTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS IE0A-2. �•`O�`Q'•.`•IM�-; 'I F,,� IS FTWBuilding Cornp0nentSGroup Inc. IIRAWINGPINDIIAIFS FCJION OF PAIFPiES INCEoil OfIEDPROFFSS10NAlBY (I I SPAI IFNGINFERINGBE PER ERFSPONSIRIfITYX A3 Of TVII OOSOIfIY3fOR IF IRIISSAfOMPONE1Nl e.ALewv DVR.FAC. 1.25 FROM RCT llalnes l lty,F L 33844 BOF D I t DIN GHOWN DE51GNfR ED I UNSI JIP III AND"I SCC, 2F OF 1H15 COMTONFNT DOR ANY DU 11-DING 11 IHE RF SPO NSI B IL I TY OF FHE NAL Jan SPACING 24.0" JREF- 1TYD235_Z02 GABLE STUD REINFORCEMENT DETAIL ASCE 705: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C, Kzt = 1.00 2X4 BRACE (1) 1X4 "L" BRACE • (1) 2X4 "L" BRACE • (2) 2X4 "L" BRACE •• (1) 2X6 "L" BRACE • (2) 2X6 "L" BRACE •• GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B r k #1 / #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" —SPF10' 11" 11 3" 13' 1" 13' 5" BRACING GROUP SPECIES AND GRADES: `J #3 3' 4" 4' 11" 4' 11" 6' S" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" T 7 L� STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10 0" 13' 1" 13' 1" GROUP A: W o 1 11' STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' S" 8' 7" 8' 7" 11' 8" 11' 8" SPRUCE-PINE-FIR HEM-FIR 1 2 STANDARD 2 STP UDAD r-4 #1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11 10' 11" 11' 10" 13' 1" 14' 0" 3 sTUD 3 STANRD S P #2 3' 8" 5' 11" 6' 4" 7' 0" 7' 8' 4" 8' 11 10' 11" 11' 10" 13' 1" 14' 0" #3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" DOUGLAS FIR-LARCH SOUTHERN PINE di 3 � DFL TUD S _3'_6 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" 3 STUD STUD STANDARD 3 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" T 7" B' 9" 8' 9" 11' 11" 11' 11" STANDARD STANDARD #1 / #2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" E_ SPF #3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14 0" 14' 0" (1� HF STUD 3' 10" 5' 11" 5' 11" 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" GROUP B: W O STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 1 14' 0" #1 4' 3" 6' 9" 7' 3" 8' 0" HEM-FIR 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" 1 & BTR SP #2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" 1 W #3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" r� D F L STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" SPF #1 / #2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" d S P F #3 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" HF F STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" O 11 STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: #1 4' 8" 7' S" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' O" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. Q U SP #2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" � #3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER — D F L STUD 4' S" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 4' 4" 6' 1" 6' 1" 8' 0" 8' 0" 10' 6" 10' 9" 12' 5" 12' 5" 14' 0" 14' 0' GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" SYMM)((�� PLYWOOD OVERHANG. ABOUT Y + ATTACH EACH "L" BRACE WITH lOd NAILS. GABLE TRUSS # (0.128"x3" min) 2X4 #2N OR BETTER FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. DIAGONAL BRACE OPTION: IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. T + # `FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. VERTICAL LENGTH MAY BE 18" # IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT ..L.. L t + "L" BRACING MUST BE A MINIMUM OF 80% OF WEB DIAGONAL BRACE FOR 870// BRACE MEMBER LENGTH. AT EACH END. MAX WEB ## TOTAL LENGTH IS 14'. GABLE VERTICAL PLATE SIZES 2X4 SP OR DF-L #2, VERTICAL LENGTH NO SPLICE OR BETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE; SINGLE OR L8 # + + LESS THAN 4' O" IX4 OR 2X3 IN TABLE ABOVE. DOUBLE CUT L 1 + GREATER THAN 4' 0 BUT 3X4 (AS SHOWN) AT LESS THAN 11' 6" UPPER END. GREATER THAN 11''6"1_135X4 ONTINUOUS BEARIN + REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX G TICA . MIDPOINT OF VERTICAL WEB. --WARNING"READ AND FOLLOW ALL NOTES ON THIS SHEET! REF ASCE7-05—GABI2030 Trusses require extreme care in fabricating,handling,shipping, installing and bracing. Refer to an oflow BCSI(Building Component Safety Information,by TPI and WTCA)for safety practices prior to p,,far ing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top herd DATE 1/1/09 shall have properly attached structural panels and bottom chord shall have a properly attached rig T Mceiling. Locations shewn for permanent lateral restraint of webs shall have bracing installed per Bc DRWG A120300501O9 sections B3&B7. See this jobs general notes page for more information. e ••IMPORTANT•• FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. `. COI`' IT W Building Components Group Inc. (ITWBCG)shall not be responsible for any deviation from this design, Builth Components Group Inc. say failure to build the truss in conformance with TPI,or fabricating,handling, shipping,installing& �s p �CEfVS'• bracing of trusses. ITWBCG connector plates are made of 20/18/16GA(W,H/S/K)ASTM A653 grade 37/40/60 � '••v �••• MAX. TOT. LD. 60 PSF (K/W/H,S) get,. steel. Apply plates to each face of truss,positioned as shown above and on Joint Detairls. ` TOT. A seal on this drawing o cover page indicates acceptance and professional engineering responsibility solely U�tlO.��52212for the truss component design shown. The suitability and u e of this component for any building is the U 1 expansibility of the Building Designer per ANST/TPI 1 Sec. 2. ITW-BCG: www.itwbcg.com:TPI: wwwApinstcom:WTCA: www.sbcindustry.com; ICC:wwwAcesafe.erg if Earth City,MO 63045 a AX. SPACING 24.0" + S:c(ORIVPG�. � s�oNa►.� GABLE DETx1L GABLE TRUSS PLATE SIZES "T" REINFORCEMENT ATTACHMENT DETAIL FOR LET T T�Urt T REFER TO APPROPRIATE ITW GABLE DETAIL FOR - 1+OR LE l'-1N VERTICALS MINIMUM PLATE SIZES FOR VERTICAL STUDS. "T" REINFORCING "T" REINFORCING MEMBER MEMBER SYM. + O+ REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, ABOUT SPLICE, WEB AND HEEL PLATES. TOENAIL - OR - M ENDNAIL QIF GABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE THAT COVERS THE TOTAL AREA OF THE OVERLAPPED PLATES TO SPAN THE WELL + TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, EXAMPLE: 2X4 MULTIPLY "T" INCREASE BY LENGTH (BASED ON CABLE + 2X4 4 2X8 APPROPRIATE ITW GABLE DETAIL). VERTICAL MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL * * [.EYP, LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED "T" REINF. "T' AND MRH MBR. SIZE INCREASE 140 MPH 2x4 10 % * + 15 FT 2x6 50 % 140 MPH 2x4 10 % 30 FT 2x6 50 % 130 MPH 2x4 10 % 15 FT 2x6 50 % 130 MPH 2x4 10 % + + 30 FT 2x6 50 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 120 MPH 2x4 IO % ATTACH EACH "T" REINFORCING MEMBER WITH 15 FT 2x6 50 % END DRIVEN NAILS: 120 MPH 2x4 10 % lOd COMMON (0.148"X 3.",MIN) NAILS AT 4" O.C. PLUS 30 FT 2x6 40 %110 MPH 2x4 10 7, (4) NAILS IN TOP AND BOTTOM CHORD, RIGID SHEATHING TOENAILED NAILS: 15 FT 2x6 40 % 10d COMMON (0.148"x3",MIN) TOENAILS AT 4" O.C. PLUS 110 MPH 2x4 10 % 4 NAILS (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 50 100 MPH 2x4 20 % ..T.. THIS DETAIL TO BE USED WITH THE APPROPRIATE ITW GABLE DETAIL FOR ASCE 15 FT 2x6 30 % REINFORCING WIND LOAD. 100 MPH 2x4 10 % MEMBER ASCE 7-98 GABLE DETAIL DRAWINGS 30 FT 2x6 40 % A13015980109, A12015980109, A11015980109, A10015980109, 90 MPH 2x4 20 % A13030980109, A12030980109, A11030980109, A10030980109 15 FT 2x6 20 7 GABLENAILS ASCE 7-02 GABLE DETAIL DRAWINGS 90 MPH 2x4 20 % TRUSS"',, SPACED AT A13015020109, A12015020109, A11015020109, A10015020iO9, A14015020109, 30 FT 2x6 30 % 4" O.C. A13030020109, A12030020109, A11030020109, A10030020109, A14030020109 ASCE 7-05 GABLE DETAIL DRAWINGS EXAMPLE: A13015050109, A12015050109, A11015050109, A10015050109, A14015050109, ASCE WIND SPEED = 100 MPH A13030050109, A12030050109, A11030050109, A10030050109, A14030050109 MEAN ROOF HEIGHT = 30 FT, Kzt = 1.00 SEE APPROPRIATE ITW GABLE DETAIL FOR MAXIMUM GABLE VERTICAL – 24" O.C. SP #3 UNREINFORCED GABLE VERTICAL LENGTH. "T" REINFORCING MEMBER SIZE = 2X4 4 NAILS "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 (1) 2X4 "L" BRACE LENGTH – 6' 7" CEILING MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" TrusseslNre•ire ext extreme AND FOLLOW inL NOTES ON THIS fabricating.handling,shipping, -� REF LET—IN VERT quire g, g, Aping,installing end bracing. Refer to end How 13151(Building Component Safety Information,by TPI and WTCA) or safety practices prior to perfar g rt these functions. Installers shall provide temporary bracing per BCSL Unless noted otherwise, top ord DATE 1/1/09 shell have properly attached structural panels and bottom chord sball have a properly attached rigi ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC ...tions B3&B7. See this job's general notes page for more information. t C DRWG GBLLETINO1O9 '-IMPORTANT-- FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. `•....... ITW Buildi1111TL V–A ng Components Group Inc. HTWBCG)shall not be responsible for any deviation from this design, �••�\r C�� Building Components Group Inc, any failure to build the truss rn conformance with TPI,or fabricating,handling,shipping,installing& .--*\C EIV f trusses. ITWBCG connector plates are made of 20/18/I6GA(W,H/S/K)ASTM A653 grade 37/40/60 (K/W/B,S)gety. steel. Apply plates to each face of tree., positioned as shown above aad on Joint Detail. \Q' %* MAX TOT. LD. 60 PSF A seal on this drawing or cover page indicates acceptance and professional engineering responsibility solely J¢n 'I.f IIID 52212far the truss component design shown. The suitability and use of this component for any building is the Ll LC Tiles FAC. At,rV responsibility of the Building Designer per ANST/TPI t Sec. 2. lJ R L' ANY ITW-BCG: www.Rwbcg.com;TPI:wwwApinntcom:WTCA: w bcindustry.com; ICC www.rccsafe.org =* AX SPACING 24.0" Earth City,MO 63045 SS��NAI ENG Wm� N rf1 _D00� r rLLoj uo s-� v� o� r) IL JOB: 104902 DL DAVIS LOC: 1951 MIPAULA CT PLAN: LEVY RE511) ADDITION DESIGNER: RICHARD TINGLEY v�9� Nm- 9 PITCH: 6/12 E 0 0 OVERHANG: FIELD APPLIED O�Ey FLOOR 5YTEM: 16" 5Y542 C39T WIND CODE: 120 MPH EXP05URE C CLO5ED ALL TRU55 PLATE5 ARE ALPINE PLATES O APPROVAL # 1999-3 9 E ENGINEER OF RECORD om HARLE5TON PARQ5Nr =o JACK5ONVILLE, FL, 32233 �Q) LICEN5E NUMBER: 0006496 — Z 03-- ENGINEER ENGINEER OF RECORD TO REVIEW U ALL BEAM AND TRU55 ENGINEERING U 2~ u9� °- 61? AND 51ZE HEADER5, COLUMN5 AND ��m,c cc Z CAP5 WHERE NECESSARY. TRU55 FABRICATOR WILL NOT BE RE5PON515LE FORQQ� REPAIR5 RESULTING FROM A TRU55 OR v 9-as BEAM BEING INADEQUATELY 5UPPORTED. Id 2 � � =oC ALL BEAM5 ARE GEORGIA-PACIFIC GP LAM LVL Oo3� TUBO APPROVAL' FL2023.1 "IOU "IOU '•u.o a BM-1 3-1.-15" X 16" LVL 24' BM-2 2-1.15" X 16" L YL 9' � �';;;; � �!► t 7 3 231411 2,- KA A NA v L LL �t LL m IA O Q _T N i 1L LL O N - 3 23'4„ T-7 bTi �� 4 �i'.[i.HyA'*J,y,�y�VC�{��jwc+lMt4 'F �y�`T � "y� 11 `�t1kS6 *..t t w � m ,„ �u, w.1. ter * .Enofd , I i, r iRiL Dps*a - 4Ai SLS y ; , "_p A 11 3tIlll 3tel� 12S1t} ' '� k ,-,—,t._TQC �� 5 � o, 't *1 # Omtot it 11 EGQ►�� 11 Y '97� it 3r. The dr V, �tx � ? it Z"11 t sheetut ► dare xr� a. i r I , F +7 VTT I 11 = C As sin°cin W � � i L�� t -dr t � �} ;5 # �2 5 iY �� 4 { - ---.� . 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I i � -, � "'N"N'.".11 , � , ,� 4���";,'�,,- � , - � ,�� It-......," ,�,-�,i, i L , :� , ,,-'' -�-,,,� , . 11�1� I" I h"""��;','�"L�,,,�,,-����-;"', � I i ��, , ��:',,',-�_��,� � - , - ""'ti, �" �,, �, ;��,'�,-�,,::t ,,�_,�`,'�,��,A`�_ 1�1 , I �',,,',, , , I-��'.� 11 a , , , , 11 I -­l,­-%­l,k, �,"'Pltft;l , I I 1. i, 1, ",� � I , I I , , ", """", -1, I'll,11-I -,--li" � , ����,', :_ 'I,'f" , I � ,�,:� 1�1-?III,S'te�-`V-1 � I o I,I",!L��'�,��":�`t��. -, , - t I I �1:1 � ,, � , �,,,LEWMI'Iei'I'M I ,, I I I , ," , � ;�� '.." ��,', , , I- ku "1, I 11 � At �It, � -, � �,,,,�',' I I I .. , . .t �� �,J i� ? .l Y M h} sk�y t t r ,n, .:s t t + } 'YC �5 y 4 '? i r+, 'ti to { a 7 P �, Q g 11 11 �� � . 11 I' ;� S ; � £ d d` { 1 ? q l t i h $ '?. ,d A: '� k *s 1, t $ U R 11, r, n, + sz 3 s a 4 g xi: s I 11 r'� +Pu : A W ,. k �� 1 > + + x xv { +,r u,, 1-05 P g +; a di m' +. { 4} + ., ,„k j..dg,r� iAnn,^ wi�?}:v 3ry Rh.e -.tV, �_. ., t _ ., (104902A (D.L. DAMS )1481 MIPAULA CT. DUVAL ATLANTIC BEACH, FL F1) IM1� UWU VRtl'AktU hKUM UUMYUILK 1NFU 1 (LUAIJ� & U1 MHLNJI UNJJ ) JULMJIILL) tlY IKUJ MFH. Top chord 4x2 SP2 In lieu of structural panels or rigid ceiling use purlins: Bot chord 4x2 SP 12 CHORD SPACING(IN OC) START(FT) END(FT) Webs 4x2 SP #3 TC 120 0.25 23.08 0825 23. Trusses to be spaced at 16.0" OC maximum. BC 120 0. Truss must be installed as shown with top chord up. Deflection meets L/360 live and L1240 total load. Sheathing is required for any longitudinal (drag) forces. All connections to be designed by the building designer. 3X3= 1.5X4(R) = W=3X4 1.5X4(R) 3X3= 1 0 8 1-41I--0 1-0-8 V 9 a-6 —L 2X4 III W=3X4= 3X3=- 3X3 X3=3X3 2X4 III �E 23-4-0 Over Continuous Support R-73 PLF W 23 4 0 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT/RT=12%(0%) 5(2) 9.01.0 QTY:1 FL/-/4/-/E Scale =.3125"/Ft. —WARNING— TRUSSES RFOHIRI: F%IRI'ME CARE. IN FABRICATION. HANDLING, SHIPPING, INSIAII LNG AND BRACING, REFER TO BCSI (BUILDING C,OMPONFNT SAFEIY INf"MATION). '.BI .ISTIFF)BY TPI (TRHSS PLA11 INSTITUTE, 21H G •• TC L L 40.0 P S F R E F R 2 3 5 5022 NORTH IFF STREET, SU IIE 812. ALE%A NIIR IA. VA, 22314) AND WTCA (N 000 TRUSS COUNCIL OF AMI RICA, 6300 w�/• '\ IN IFR PR ISE LAN[, MAIL SO N. WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. RNLFS5 T C D L 10.0 P S F DATE 0 1/1 1/1 O 01111 RW T SF iNpICnTED TOP CI{ORO SHALL HAVE I'R OPI RIY ATIACHEU STRUCTLIR AL PA NE I.S ANp BOTTOM CHORD SHALL. II A VF ` ��/� A PROPERLY ATIACNFD RIGID CEILING. J. No.52212 BC DL 5.0 PSF DRW HCUSR235 10011012 "IMPORTANT--DRNISH A COPY OF THIS DESIGN TO THF INSTAIIATION CONTRACTOR. IIW BCG. INC. SHA IF NOT * y ALPINE IF RESPONSIBLE TOR ANY DEI TIO1 FROM IHLS DESIGN: ANY "'TIRE 10 11111 TIT 1RUSS IN COMIORMANCE WIT11 A . B C L L 0 0 P S F H C-ENG DLJ/D L J IPI: OR Fn BRICAtING. HA TNG. SHIPPING. INSTALLING b BRACING OF TRUSSES. STATE DFS IGN CD NI PREIS W1TI APP1 ICA BLE PR 0I IONS OF NDS (NATIONAL DESIGN SPEC, BY AFAPA) AND IPI. ITN BCG : S TATE (gyp fONNl C1OR PLATES ARE MADE OF 20/18/IAGn (N.H/SS/K) nSIM gfisl GRADE 40/60 (W. K/H,SS) I LV. Sif.1'.I.. APPLY �L••••• P.l TOT.L D. 5 5.0 P S F S E Q N 2 2 1 9 8 3 PI AILS TO E CH FACT OF TRHSS AND, UNLESS OTHERWISE LOCATFD ON THIS DESIGN. POST FION PER DRAWINGS I,On Z. o o �/��// J:1 J J L ANY INSVE TION OF PLATES IOLLOWFD BY (i) SHALL DE PCR ANNEX AJ OT IPJ 1-2002 tEC.J. A SEAL ON lillS O R�Q•�` I' F,,� I BIIl1(�IIi9 CpOnEnfS GA/Aq/P�(TC, pRgW[N0' IND II:AIFS AC CFPIANCE 01 PROFFSSIONAt ENGINEERING RF SPONSIBILITY SOIFLY EOR TOP TRUSS COM PONT NT VS'O �•���� DVR,FAC. 1.00 FROM RCT Hainesllry,FL 33844 DO'III SHOWN. THE SOIIABIIIIY AND DSF OF THIS (OMPONFNT FOR ANY 811IIDINO. IS THE RESPONSIBILITY f'F I'll Jan NAL FLCOA#0278 B01 01N0 DESIGNER P1 IT ANSI�IP1 I SE11. 2. SPACING 16.0" JREF- 1TYD235_ZO3 I111� UWU VKLVAHtU THUM (.UMVUItK INVITE (LUAUS 6 UIMtN�IUN�,) JUHM11ItE7 UY IHUJ� MER. (104902A- (D.L. DAVIS )1981 MIPAULA CT. DUVAL - ATLANTIC BEACH, FL F2) Top chord 4x2 SP 2 See detail STRBRIBRO409 for bracing and bridging recommendations. Bot chord 4x2 SP �12 :82 4x2 SP #2 Dense: Webs 4x2 SP #3 Max JT VERT DEFL: LL: 0.43" DL: 0.21" recommended camber 1/4" In lieu of structural ppanels or rigid ceiling use purlins: Trusses to be spaced at 16.0" OC maximum. ` CHORD SPACING(IN OC) START(FT) FND(FT) TC 81 0.25 23.08 Deflection meets L/360 live and L/240 total load. BC 120 0.25 23.08 Truss must be installed as shown with top chord up. 24"� 1080 1080 15" Typ. F- W=3X4= 1.5X4(R) 1.5X4(R) = 3X3= 4X4= 3X6= 3X3= 3X6= 3X6= 3X6= 4X4= 4X4= 1-4-0 1 0 8 1 0-8 62 4X6= 4X4= 3X3= 3X3= 4X4111 4X4111 3X3= 3X3= 4X4= 4X6= 2X4111 4X4= 1.5X4111 1.5X4111 2 X 4 III W=H0310 LE 23-4-0 Over 2 Supports j R-847 W-3.5" R=847 W=3.5" Design Crit: FBC2007Res/TPI-2002(STD) PLT TVP. 20 Gauge HS,Wave FT RT=12%(0%) /5(2) 9.01.0 r:17 FL/-/4/-/E Scale =.3125" Ft. ""WARNING*' TRUSSES HE QUIRE E%TRI ME CARE IN FABRICAt ION, HANDLING, SHIPPING, INSTALLING AND BRACING. TC LL 40.0 P S F R E F R 2 3 5 5023 REFER TO"CSI FBI ILI1 NG COMPONENT SAF FLY INFORMATION). PUBLISHED BY TPI (TRUSS PLATF INSTITUTE. P18 NORTH LEE STREET. SUITE 312. AIF%AHERE A, VA, 223]"I AND HE A (HOOD TRUSS COUNCIL OF AMERICA, 6300 •� • (` FNTFRPRISE LANE. MADISON, WI 537I81 FOR SAFETY PNACTIC.FS PRIOR IO PERFORMING THESE FUNCTIONS. UNLESS •.� TC DL 10.0 P S F DATE 01/11/10 OTHERWISE INDICATED TOP CHORD SHAI.I. IIAVE PROPERLY ATIACHER STRUCTURAL PANELS AND BOTTOM CHORD SHALL IIAVE A PROPERLY AITACHFO RIGID CTII.ING. y o.1532212 BC DL 5.0 PSF DRW HCUSR235 10011013 —IMPORTANT'*EHRNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. FEW RCG, INC. SHALL NOT S 1� ALPINE BE RFSPONSIBtE fOR AN DEVIATION fROM THIS OESIf,N; ANY FAILURE TO BUILD IHF TRUSS IN CONFORMANCE WI11' S BC LL 0.0 P S F HC-ENG DLJ/DLJ iPl: OR FABRICATING. IIA N DI TNG. SHIPPING. INS TALL tNG R BRACING OF 1RUSSFS. STATE OF O1.SIGN C,O NFORMS WITH APPL ICADI.I. PROVISIONS OF RDS (NATIONAL DESIGN SPEC, BY AT6PA) AND IPI. 1111 Bf.G : TOT.L D. 55.0 P S F S E 0 N 221976 CON NF CI Oft PLATES ARF MAI' 01 )0/IB/1HGA (W,WISE. ) ASTM A65IFB GRADE 40/60 (N KSty's) PER SILEL. APPLY �����O Rr,OV-- PIALES 10 CA:H FAfE 0! IRIISS ANO. UNLESS 0111E RWfSE LOCATED ON THIS DESIGN POS1ilON PER DRAWINGS 160A-J. ••• �V E� F,� �TW Building Components Group Inc. ANY INSPECTION OE PI ATLS FOLLOWED BY (1) SHALL NF PER ANNE% A3 OF BILI Y SOLELY F A SE AI ON THIS (�fo�~ DDR.FAC. 1 00 FROM RCT Haines 8 f OA P DRAWING INOiCAIFS AC EPTATCF OF PROFF SSIONAL ERGI NEER LNG RESPONSIBILITY SOLELY FOR THE TRUSS T MPO TE NI N A R f I8111C$C1 Ell 330Y4 DESIGN SHOHN. 111E -1 ITA9111IY All USE OF THIS CO"PONLNI EOR ANY BIIII.DING IS THE RFSPONS I RI I.I I Y OF IIIF FLC City, N°LLDIRG°LSIGNER PFR ANSI"PI I SEG. '. Jan SPACING 16.0" JREF- 1TYD235_Z03 (104907.4 (D.L. DAMS )1981 MIPAULA CT. DUVAE ATLANTIC BEACH, FL F3) IITIJ UWU -`Rt PANLU FKUM CLIMPUitK 1NVU1 (LVAUJ 6 U1 MtWII 1-14�1 JUISMIIILE) 13 IKU» Mt K. Top chord 4x2 Sp #2 This truss spaced @ 16.0" OC supports additional concentrated load at Bot chord 4x2 SP #2 right end from 9.00' stud wall (13.75 PSF) supporting 23-4 0 roof Webs 4x2 SP #3 spans with 2 0 0 overhang. Roof load: 25.00 psf LL and 17.00 psf DL. Negative reaction(s) of 278# MAX. (See below) from a non wind load case In lieu of structural panels or rigid ceiling use purlins: requires uplift connection. CHORD SPACIN96(IN OC) START(FT) END(FT) TC 0.25 8.25 Trusses to be spaced at 16.0" OC maximum. BC 97 0.25 8.38 Deflection meets L/360 live and L1240 total load. Truss must be installed as shown with top chord up. 3 7-12 13" 3-7-12 15" Typ. 3X3= 1.5X4(R) = 4X8= 1.5X4 III 1.5X4 III 4X8= 3X4= j A21 4 1 0 8 114-0 I I r 9-0-8 4X4= 3X4= 3X4= 4X4= 1.5X4(R) 2X4111 2X4111 2X4111 2X4111 —2-0-0� 8-4-8 Over 2 Supports R=94/ 278 W-3.5" R 1645 W-3.5" Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT/RT=12/"(070) /5(2) 9.01. Y:5 FL/-/4/-/E/-/- Scale =.5" Ft. `'WARNING— 1111111 REQUIRE Ek1RIME CARE IN FnBR[CATION, HANpL I N6. SHIPPING. INSIAIIING AND BRACING. REFER I BCSD (BUILDING COMPONENT SAFELY INF ORMAIION). PUBLISHTD BV rPi (1RIISS PLATE INSII TDTE. A D • T C L L 40.0 P S F R L F R235-- 5024 NORT. tEE SiREEi, SII[iE 312, AI LKANDRIA. VA, 223 L4) AN WTCA (WOOD TRUSS COUNCIL OF nMERICA. 6300 ( DATE INIFRPRISE LnNE, MnpISON, WI 53]19) FOR SAFELY PRACri f.ES PRIOR r0 PE RI ORMING MESE FUNCTIONS. UNLESS P! ••�• T C D L 10.0 P S F D A I E 01/11/10 OTHERWISE INDICATED IOP CHORD SHALL HAVE PROPERLY AIIACHFO SIRlilIBBAL PANELS AND BOT10M"ACRO SHALL HAYF ' Nu.5 A PROPERTY Ar TACHFD RIGID CEILING. * : * BC DL 5.0 PSF DRW HCUSR235 10011014 IMPORTANT"IURNISH A COPY or rests DE SIGN TD TUE IxnnuArloN coxTRncloR. IrW BCG, INC. SHALL nDi ALPINE RF RESPONSIBLE TOR ANY DEVIATION FROM THIS DF SI GN: ANY FAZE DRE r0 BUILD 1HF TRUSS IN COME ORMANCF WITH A STATE OF J• B C L L OO P S F HC-ENG D L J/D L J 111; OR I ORIF TING. 11ANDEINf.. SHIPPING, INS IAT LING& BRACING OF Tft USSC S. UF.LGN CONFORMS WITH PPLICABtE PROVISIONS 01- NDS (NATIONAL DESIGN SPEC. BY AFSPA) AND TPI. ITW BCG �• CONNECTOR PIATFS ARE MADE EIF 90,18/16GA (W.H�SSYK) ASTM AG51 GRADE 40/60 IN, RIMOSS) GALV. STFEI. AI'PIY A' O RID T 0 T.L D 5 5.0 P S F S E A N- 221970 PL ALES TO TACH FACE F TRUSS ANO, UNLESS OTHERWISE LOCAiFU ON THIS OF S/G N, POSITION PER DRAWTN.S OF A ]. r�••� ��\ ANY INSPECii ON OF PI il. 1 11 DWFD BV (i) $HAIL NF PER ANHES AJ OI iPll POD? SEC.3. A SFAI ON IVIS lr S ITw Building Components Group Inc. DRAWING INDIfATTS AC.FPIANCF OF PROFFSSIONAI FNGINFIRING RFSPONSIBII IIY SOILIY TOR THE IRHSS COMPONLNE DNA` •� D D R.FAC. 1.00 FROM R C T HainesC1ty,ft 33844 DTSIGN SIIDWN. IHI S ITABILITY AND USF OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBIEIIY OF IHL OYY DII-1 xG DE1IGNLR PER AN51�1P1 1 z`f. '. SPACING 16.0" JREF- 1TYD235_Z03 FL COA#0 278 J a n till', UWU PKtPAKLU hKUM L.UMI'UILK INPUT (LUAU) b Ill IMtNJI M,) JUHhIIIItU MY IKUJJ ME K. (104902A-(D.L. DAVIS )1981 MIPAULA CT. DUVAL -- ATLANTIC BEACH, FL F4) Top chord 4x2 SP y2 In lieu of structural panels or rigid ceiling use purlins: Bot chord 4x2 SP #2 CHORD SPACING(IN OC) START(FT) END(FT) Webs 4x2 SP #3 TC 46 0.25 4.08 BC 46 0.25 4.08 Trusses to be spaced at 16.0" OC maximum. Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal (drag) forces. All connections to be designed by the building designer. 3X3= 1.5X4111 1.5X4111 1.5X4(R) = 1.5X4111 3X3= T0-81 5X4(R) — 11-4-0 L4 908 2X4111 3 3= 3X3= 2X4111 1.5X4 III �-4 4 0 Over Continuous Support R=69 PLF W=4-4-0 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT/RT=12%(0%) /5(2) 9.01.0 QTY:2 FL/-/4/-IE/-/- Scale =.511 Ft. —WARNING— TRUSSES REOUTRF EXTREME CARE IN FABRICATION. HANDI.ING. SHIPPING. INSTALLING AND BRACING. TC LL 40.0 P S F R E F R235-- 5025 REFER l0 BCSI (BIIIIOING COMPONENT SAFETY INFORMATION). PUBLISH E.11 BY TPI (TRUSS PLATE INSTITUTE. ?18 • / (' NORTH ITE STREET. SUITE 31?, ALEXANDRIA. VA. 223 L4) ANU.TCA (MOOD TRUSS COUNCIL OF AMERICA, 6300 ��•. ` TIC D L 1 Q D P J F D A T E 0 1/11/10 INTERPRISE IANE. MADISON. .I Sl Il97 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS �•�� OTHERWISE INDICATED TOP CIIORO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SH AIL HAVE r C A PROPLRI.Y ATTACHED RIGID CEILING. -i o.52212 •'� BC DL 5.0 PSF DRW HCUSR235 10011015 *IMPORTANT"*FURNISH A COPY OF THIS DESIGN TO TUT. INSTALLATION CONIRACTOR. IIW BCG. INC. SHALL NUI 1 y :y A L P I N E BE RESPONSIBLI ICI ANY OEVIA1TO. FROM iillS DESIGN: ANV FAIIURE TO BUILD TILE TRUSS IN CUMFORMANCE ..TO if ll )f B C L L 0 0 P S F HC-ENG D L J/D L J IPI: OR FABRICATING H ND I.ING. .HIPPING. INSTALLING R RRACINI OF TRUSSFS. STATE OF DESIGN CONFORMS MIIH PPL""" """"I OF NDS (NATIONAL DESIGN SPFC. BY AFAPA) AND TPI. ITN MCO T 0 T.LD. 5 5.0 P S F SEAN- 221989 CONNF CIOR PLAITS ARL MADE OF 2L/IH/Ifif.A (N,H/S,/" ASTM A5..GRADE AO/11 (N, "'I " GALV. STLE.L APPLY /� A f PL AICs i0 tPfH FALL OE iRIISC ANI II NI FSS UTHER.ISE LOCATED ON THIS DESIGN, POSITION PIR I11AWI NGS 110A ] •�•^CO O,Q rff ITYVBuildin ComponentsG�oupinc. ANY INSPTCII N 0 PL TF 10IIOWT0 BY (I) SHALL BE PER ANHCX A3.OF TPII-1002 SEf.3. A ST AI. ON THTC '�c�S+S`0.,...... � OUR.FAC. 1.00 FROM RCT Building DRAWING INDI- IES C FITANCL (F IR FF:SIONAI FNGINFFNING RESPONSIBILITY SOI FIY TOR THF IRE SS COMPO NL HI VS Haines Ci FL 33844 DFCIGN SII_ THE SHITABTI ITY AND USE OF tins -IMPONLNT FOR ANY BUILDING 1S INf RESPONSIBILITY OF !HE City, BF)IDIRG OFsiGNER PER ANCI/IPI 1 SFC 1- Jan SPACING 16.0 JREF- 1TYD235_Z03 FL COA#0 278 STRONGBACK BRIDGING AND BRACING REQUIREMENTS 0-All vertical scabs, bracing, and strongback bridging material to be BRIDGING STRONGBACK rade marked same s g BRIDGING TOGETHER 9 species and rade of webs. No-The purpose of strongback bridging is to develop load sharing between individual trusses, resulting in an overall increase in the stiffness of the 41.01, floor system. 2x6 strongback bridging, positioned as shown in details, 4'-0"2x6 SCAB ATTACH SCAB WITH 10d BOX/GUN is required at 10'-0"o.c. (max.) (0.131"x3.0")NAILS IN 2 ROWS AT 6"O.C. NOTE:IN IEU OF SPLICING AS SHOWN.LAP STRONGBACK 0-The purpose of lateral bracing is to provide lateral stability of the L BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING member. 2x4 continuous lateral bracing is required at intervals not to STRONGBACK BRIDGING SPLICE DETAIL exceed 10'-0"o.c. NOTE: when positioned at the upper side of the bottom chord, strongback bridging also satisfies the lateral bracing NOTE: Details 1 and 2 are the preferred attachment methods requirements for the bottom chord of the truss. ATTACH STRONGBACK WEB W/(3)10d COMMON (0.148"x3") NAILS OR(4)10d The terms"bridging"and"bracing"are sometimes mistakenly used BOX/GUN (0.131"0.0")NAILS interchangeably. "Bracing"is an important structural requirement of any floor or roof system. "Bridging,"particularly"strongback bridging" is a requirement to a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, o strongback bridging serves to reduce"bounce"or residual vibration resulting from moving point loads,such as footsteps. The performance of all floor systems are enhanced by the installation oo STRONGBACK BRIDGING of strongback bridging and therefore is strongly recommended b ITW SPACING REQUIREMENTS g Y Y Up to 10'None required Building Compents Group Inc. 10'to 20'1 row(at center of span) (2)10d COMMON(0.148"x3.0")OR 2o'to 30'2 rows—(1at each%3 pointi For additional information regarding bracing, refer to BCSI(Building BOX/GUN(0.131"x3.0")NAILS AT TOP 2x6(MINIMUM)STRONGBACK, 30'to40'3rows Itat each Y4 Dint ComponentSafet Information AND BOTTOM OF 2x4 SCAB-ON BLOCK. RESTRAINED AT EACH END. Over 40' Space rows at 10'D.C. Y )• ATTACH STRONGBACK TO BLOCK W/ (3)10d COMMON(0.148"x3.0")NAILS OR (4)10d BOX/GUN(0.131"x3.0")NAILS. rA 0It o ° ° ATTACH STRONGBA TO BOTTOM CHORD STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES (2)#10-3"SCR - --WARNING--READ AND FOLLOW ALL NOTES ON THIS SHEET! Trusses require extreme care'n fabricating,handling,shipping,installing and bracing. Refer to and follow DC91(Buildi LL PSF REF STRONGBACK Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers she provide temporary bracing per BCSI. Unless noted otherwise,lop chord shall have properly attached structural panels an TC DL PSF DATE bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall h e �O 4/10/09 bracing installed per BCSI sections B3&B7. See this job's general notes page for more information. L �S••.:• • �/�/ ••IMPORTANT•• FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. E i BC DL PSF DRWG STRBRIBRO409 ITW Building Components Group Inc.(ITWBCG)shall not be responsible for any deviation from this design,any failure to build v\� BC LL the truss'in conformance with TPI,or fabricating,handling,shipping,installing&bracing of trusses. lTWBCG connector plates Q• �/ PSF Building Components Group Inc. are made of 20/18/16GA(W,H/S/K)ASTM A653 grade 37/40/60(K/W/H,9)galy.steel. Apply plates to each face of truss, positioned as shown above and on Joint Details. NO 6ip 2212 ��� TOT. LD. PSF A seal on this drawing or cover page indicates acceptance and professional engineering responsibility solely for the truss I I I co mponent design shown. The suitability and use of this component for any building Is the responsibility of the Building Designer per ANST/TPI 1 Sec.2. ITW-BCG:www.itwbeg.com;TPI w Apinst.com;WTCA:www.abcindustry.com;ICC:wwwAccsafe.org STATE OF r° DUR. FAC. 1.00 Earth City,M063046 �'•,•A' -•' SPACING ss��NAI.ENG LUMBER UNLIMITED RICHARD TINGLEY 11 Jan 2010 12:09 pm 9556 HISTORIC KINGS RD SOUTH , JACKSONVILLE, FL. 32257- (904)292-2192 FASTBeam@ Engineering Analysis @1996-2009 Georgia-Pacific Corporation Version 10.0 Project . 104902.FBD 1981 MIPAULA CT Mark# : BMA Usage : Beam (Floor) Spacing (in.) : 16.0 Max Defi : LL= L/360 TL = L/240 3.5",845 psi 3.5",845 psi 23'4" LOADS Project Design Loads:Floor:Live=40 psf,Dead=15 psf-Roof:Live=25 psf,Dead=17 psf. Live+Dead Ld(T) Live Ld(L) LDF Location" # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 0.0., 23'4" 16"o.c. Base Uniform Load(Spacing Sensitive) 1 Span Carried(psf) 42 25 125% 0 0'0" 23'4" 5'0"+5'0"s.c.- +Wall(plf) 110 0 0 0101, 23'4" Uniform(plf) 23 0 0 0 23'4" Self Weight "Dimensions measured from left end when span#is 0,otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 4751 4751 Min R'n 2972 2972 DL R'n 2972 2972 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 845 845 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 4149 1 0'2" 71 19950 125% 0.21 M(ft-lbs) 27715 1 11'8" 71 65539 125% 0.42 LtRn(lbs) 4751 0 0'0" 71 15527 0.31 See Note#4 RtRn(lbs) 4751 0 23'4" 71 15527 0.31 See Note#4 LLDefl(in.) 0.30 1 1118.1 71 0.78 0940 TLDefl(in.) 0.80 1 11'8" 71 1.17 L/352 USE: GPLAM 2.0E 1.75x16.00"3 Plies Grade,Death.Plies selected by user GP LAM tm Georgia-Pacific Wood Products, LLC NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Wood Products LLC. 4. This reaction is based on the combination of loads$duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required,use Max R'n from 'Supports'section above. 5.Bearing length(Min Brg(in.))based on allowable stress of support material(Brg Str(psi));support material capacity shall be verified (by others). 6. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 7.For beams with loads applied equally to the top of all plies,nail plies together with 3 rows of 16d nails @ 12"o%(one row 2"from top,one row at mid-depth, one row 2"from bottom).Specified attachment is from each side. 8.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 9.Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 10.Analysis valid for dry-use only(less than 16%moisture content). 11. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP,change to expanded printout. LUMBER UNLIMITED RICHARD TINGLEY 11 Jan 2010 12:09 pm 9556 HISTORIC KINGS RD SOUTH , JACKSONVILLE, FL. 32257- (904)292-2192 FASTBeam@ Engineering Analysis©1996-2009 Georgia-Pacific Corporation Version 10.0 Project 104902.FBD 1981 MIPAULA CT Mark# : BM-2 Usage : Beam (Floor) Spacing (in.) : 16.0 Max Defl : LL= L/360 TL=L/240 3.5",-845 psi 3.5",845 psi 2'0" 6'4 112" LOADS Project Design Loads:Floor-Live=40 psf, Dead=15 psf,'Roof.,Live=25 psf, Dead=17 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* #_ Shape @Start @End Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 010.1 8'4 1/2" 16"o.c.Base Uniform Load(Spacing Sensitive) 1 Span Carried(psf) 42 25 125% 0 0101, 8'4 1/2" 5'0"+5'0"s.c.- +Wall(plf) 110 0 0 0'0" 8'4 1/2" Uniform(plf) 15 0 0 0 8'4 1/2" Self Weight *Dimensions measured from left end when s_pan#is 0, otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 2199 1196 Min R'n 1360 662 DL R'n 1360 710 Min Brg(in.) 3.00 1.50 [Based on bearing stress below] Brg Str(psi) 845 845 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 740 2 0'2" 71 13300 125% 0.06 M(ft-lbs) 1784 2 3'7" 73 43692 125% 0.04 RtRn(lbs) 1196 0 8'4" 73 10351 0.12 See Note#5 IntRn(lbs) 2199 0 2'0" 71 10351 0.21 See Note#5 LLDefl(in.) 0.00 2 3'2" 73 0.21 L/19290 TLDefl(in.) 0.01 2 3'2" 73 0.32 L/8065 USE., GPLAM 2.0E 1.75x16.00"2 Plies Grade,Depth.Plies selected by user GP LAM tm Georgia-Pacific Wood Products, LLC NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Allowable negative moment is calculated based on bottom edge laterally unsupported between bearing locations. 4.Loads have been input by the user and have not been verified by Georgia-Pacific Wood Products LLC. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required,use Max Rn from 'Supports'section above. 6.Bearing length(Min Brg(in.))based on allowable stress of support material(Brg Str(psi));support material capacity shall be verified (by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.For beams with loads applied equally to both plies, either top or side loaded,nail plies together with 3 rows of 16d nails @ 12" o%(one row 2"from top,one row at mid-depth,one row 2"from bottom). 9.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor&Roof Systems Product Guide. 10.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 11.Analysis valid for dry-use only(less than 16%moisture content). 12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.Allowable upward deflection for cantilever is the greater of 0.20"or the cantilever span(inches)multiplied by 2 and divided by the factor shown in Max Defl(located above beam drawing). 14.For explanation of GROUP change to expanded printout `SS CITY OF ATLANTIC BEACH . ' 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 10-00000048 Date 2/05/10 Property Address . . . . . . 1981 MIPAULA CT Tenant nbr, name . . . . . . 3234 Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 --------------------------------------------- Application desc ADDITION GARAGE/BEDROOM/BATH ---------------------------------------------- Owner Contractor ------------------------ ------------------------ LEVY D.L. DAVIS CONSTRUCTION CO. 1981 MIPAULA COURT 1301 PENMAN ROAD ATLANTIC BEACH FL 32233 STE D JAX BEACH FL 32250 (904) 237-2222 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . PLUMB-PAL, INC. Permit Fee . . . . 90 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/04/10 ---------------------------------------------------------------- Special Notes and Comments PERMIT WILL BE REQUIRED FOR NEW GARAGE DOOR INSTALLATION UNLESS PRODUCT APPROVAL # IS ATTACHED TO THIS PERMIT BEFORE APPROVAL PRODUCT APPROVAL AND MANUFACTURERES INSTALLTION INSTRUCTIONS FOR METAL ROOFS SUBMIT PRODUCT INFORMATION FOR ICYNENE FOAM;R-VALVE; DEPTH OF INSTLLATION, MAKE UP OF WHAT FOAM IS BEING USED; FLAME AND SMOKE SPREAD RATING. *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: PERMIT ISBEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 TF. f INSPECTION PHONE LINE 247-5826 Jif Page 2 ----- - Application Number . . . . . 10-00000048 Date 2/05/10 ---------------------------------------------- Special Notes and Comments *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Roll off container company must be on City approved list and cannot be placed on City right-of-way. Post construction topographic survey required to document proper construction of on-site storage. Separate Revocable Encroachment & Right-of-Way Permits required. Roll off container company must be on City approved list and cannot be placed on City Right-of-Way. ------------------------------------------------------ Fee summary Charged Paid Credited Due ---- ---------- ---------- ---------- ---------- Permit Fee Total 90 . 00 90 . 00 . 00 . 00 Plan Check Total . 00 . 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. `r �* CITY OF ATLANTIC BEACH � oA7 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 st OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUIL DIN G-DEPTCCOAB.US PLUMBING PERMIT APPLICATION DUVAL COUNTY 1 JOB ADDRESS: 2.IS THIS A SUB PERMIT:'! 3 DATE: ., 64 - (D YES PERMIT M /O — y PROPERTX OWNER: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: PLUMBING"CONTRACTOR: 7.NAME OF COMPANY: 8.ADDRESS.: 7zg 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHONE: 11.FAX NO.: CrC os-76 '7 s'�r- y38s1 2y 12.EMAIL ADDRESS: _ 13.OFFICE(PHONE: / 14. r 0 049 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: 15.NiOTURE OF WORK: 16. 8.CURRENT CODE: NEW 0'07 FLORIDA BUILDING CODE ❑ RE-PIPE PLUMBING ❑OTHER: 19.NUMBER OF FIXTURES: BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER If SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN t WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS LAUNDRY TRAY OTHER(SPECIFY): ROOF DRAIN 20.PLUMBING PERMIT FEES: PERMIT ISSUING FEE: $55.00 TOTAL FIXTURES: x $7.00 (PER FIXTURE) + $55.00 = BLDG03 Permit Applicatiion Plumb:12/18/2008 HOMETEAM PEST DEFENSE® TREATMENT WORKORDER ❑Termite Baiting System w/Tubes-under-the slab R]Treat Only ❑Tubes-under-the slab and Treat ❑ Bora-Care (1 DATE CALLED IN: ` ._ 1 DATE OF SCHEDULE: TIME CALLED IN: TIME SCHEDULE: JOB NAME: SUBDIVISION: JOB ADDRESS: l a _ K, BILLING NAME: #t I t` 3 .. '..i". -L._+ J •.;w;}.,rl BILLING PHONE: BILLING ADDRESS: CALLED IN BY: ? - 00(z!F- -- PHONE: FERMI I NUMBER: J LOT&MODEL NUMBER: DATE&TIME COMPLETED: -- j4 Sr1 SQUARE FOOT:� �-' �_� �_�_LIrNEAR FOOT: � �`BLOCKVOIDS- SLAB TYPE: Sk� ,'ar'" ti.J -- -- TYPE OF FI nY • / APPROX.DEPTH OF FOOTING: Outside: Inside: Addition ❑Spot Treat 0 Pool Addition ❑ Driveway ❑ Final/Completion tl'Other PESTICIDE USED: ---- — =tor TOTAL APPLIED: PERCENT(%)USED: tl!e —STICKER POSTED: r' PRICE PER SID FT.= TOTAL FQR P.T. -- ADDITZONAL TAX: - ' TOTAL AMOUNT !� X TECHNICIAN: .31 f I hereby acknowle he satisfactory completion of the above described work. GT 23/TCI 12/05 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 10-00000048 Date 2/19/10 Property Address . . . . . . 1981 MIPAULA CT Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 -------------------------------------------- Application desc ADDITION GARAGE/BEDROOM/BATH ------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LEVY D.L. DAVIS CONSTRUCTION CO. 1981 MIPAULA COURT 1301 PENMAN ROAD ATLANTIC BEACH FL 32233 STE D JAX BEACH FL 32250 (904) 237-2222 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . TRI COUNTY ELECTRICAL Permit Fee . . . . 90 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/18/10 -------------------------------------------------------------------- Special Notes and Comments PERMIT WILL BE REQUIRED FOR NEW GARAGE DOOR INSTALLATION UNLESS PRODUCT APPROVAL # IS ATTACHED TO THIS PERMIT BEFORE APPROVAL PRODUCT APPROVAL AND MANUFACTURERES INSTALLTION INSTRUCTIONS FOR METAL ROOFS SUBMIT PRODUCT INFORMATION FOR ICYNENE FOAM;R-VALVE; DEPTH OF INSTLLATION, MAKE UP OF WHAT FOAM IS BEING USED; FLAME AND SMOKE SPREAD RATING. *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED PERMIT IS Al'Y�tiVA t�lv rV§R-C AWCq *F1W AT:F C i 'Lk7NW%'H ORDINANCES AND THE FLORIDA BUILDING CODES. s� CITY OF ATLANTIC BEACH sl 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 „ .:. INSPECTION PHONE LINE 247-5826 �v C}li J Page 2 ----- - Application Number . . . . . 10-00000048 Date 2/19/10 ------------------------------------------------ Special Notes and Comments *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Roll off container company must be on City approved list and cannot be placed on City right-of-way. Post construction topographic survey required to document proper construction of on-site storage . Separate Revocable Encroachment & Right-of-Way Permits required. Roll off container company must be on City approved list and cannot be placed on City Right-of-Way. -------------------------- ------------------ Fee summary Charged Paid Credited Due ------- ---------- ---------- ---------- ---------- Permit Fee Total 90 . 00 90 . 00 . 00 . 00 Plan Check Total . 00 . 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. 02/17/2010 12:56 9042609688 TRICOUNTY PAGE 02102 CITY OF,ATLANTIC.BEACH .'' ELECTRICAL:PERMIT APPLICATION Aste: Property Address: 1 rV1� 'PA aJ LIq' Ur- /.1CL( r. 1'UI �-►� �v y './/' ' Telephone owner. ���n-�y t=/ec-�i- l Ca Telephone#: �lel�—rllo 6 Coatractor'��r , Contractor Address: 14217 ; r et_p k Fax M ,2/ Q_9 6 R9 1n t:onsideeation of peftnit given for doting the work•st bed in the above sudemw%we hereby ap en to perf =said work in accordance with the attached Naas and speel8eadons which'an a paR hetsof and in pogordenge with.the City of Atlentic Beach erdhumaei end atapdards'of ca'flsoed therein. V other eonsbvwoa is Building: Building•Type: O Trailer Service: befits done on this buddius . D NeW Residentx '0- Temp. o New. orsito,id►o.buil&s. Old � ts.•Commercial t]' 'Sips O Increase Ponnitaumbee:, O Re-wise A4dition:. Sq.Ft. O Repair Na USEq Conductor Sim: ANII'S: '� �' •RACE Switch orPH W VOLT 'WAY Ab (PS AS RACE Existing.Service ny Vouavn WAY -size AMPSPH. Feeders: No;-, . SIZE :. NO S1ZE. ..:: NO• SIZE .Lighting Outlets .OPEN, . CO EA-ED ' Re titles CONCEALED OPEN HM Switcbes Incandescent Fluorescent M.V. aBLL Fixed F�so� • .. ': 'TR�iN9k'EA:. Air :P.RA G HSP. ILINt3• KW- T conditioning. COMP.MOTOR OTHER MOTORS AMP'S BEAT Motors 0-1 H.P. VOLTA PH OVER 1 H.P. PH Trenstbracrs "NO. KVA - NO. KVA No.Neon Transf. Ea. Si .Miscellaneous m 800 Sepsinole Road.Atlandc Bene 1Rlorida•322335445 Ytiono:'(904)247:9800, lFax: ("4)247!-5845,, http://www.cLxdabtic-besih.fLim.. w. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 11 Application Number . . . . . 10-00000048 Date 3/22/10 Property Address . . . . . . 1981 MIPAULA CT Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 ---------------------------------------------------------------------------- Application desc ADDITION GARAGE/BEDROOM/BATH ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LEVY D.L. DAVIS CONSTRUCTION CO. 1981 MIPAULA COURT 1301 PENMAN ROAD ATLANTIC BEACH FL 32233 STE D JAX BEACH FL 32250 (904) 237-2222 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc INSTALL NEW 2 TON SYSTEM Sub Contractor WEATHER ENGINEERS INC. Permit Fee . . . . 111 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/18/10 ---------------------------------------------------------------------------- Special Notes and Comments PERMIT WILL BE REQUIRED FOR NEW GARAGE DOOR INSTALLATION UNLESS PRODUCT APPROVAL # IS ATTACHED TO THIS PERMIT BEFORE APPROVAL PRODUCT APPROVAL AND MANUFACTURERES INSTALLTION INSTRUCTIONS FOR METAL ROOFS SUBMIT PRODUCT INFORMATION FOR ICYNENE FOAM;R-VALVE; DEPTH OF INSTLLATION, MAKE UP OF WHAT FOAM IS BEING USED; FLAME AND SMOKE SPREAD RATING. *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED PERMIT IS A'1-W' VE% (itVtY"YlyCCetUAN(`L NV4W r R CR19 OT-Fk4L14PP@MH ORDINANCES AND THE FLORIDA BUILDING CODES. kv , f s CITY OF ATLANTIC BEACH �-, 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 N F Page 2 Application Number . _-_ � � 10_00000048-------------Date 3/22/10 --------------------------- ----------------- ----------------- -- ------------ Special Notes and Comments *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Roll off container company must be on City approved list and cannot be placed on City right-of-way. Post construction topographic survey required to document proper construction of on-site storage . Separate Revocable Encroachment & Right-of-Way Permits required. Roll off container company must be on City approved list and cannot be placed on City Right-of-Way. ---------------------------------------------------- Fee summary Charged Paid Credited Due ------- ---------- ---------- ---------- ---------- Permit Fee Total 111 . 00 111 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 111 . 00 111 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax(904)247-5845 JOB ADDREss: I Q I r'Yl i mul I n— C,+ . 3 3 PERwr C0(4 $ PROJECT VALUE S (_ IT_ _ 0 0 NEW AIR CONDITIONING 8i: BEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity_ Tons Per Unit Heat: Unit Quantity_ BTU's Per Unit Seer Rating- Duct Systems: Total CFM INQUIRED REPLACEMENT AIR CONDITIONING & BEATING SYS'T'EM INSTALLATION- AM NSTAL TI AR #� lY Air Conditioning: Unit Quantity I Tons Per Unit _ REQU14E9 Heat: Unit Quantity I—` BTU's Per Unite!-{p Seer Rating_ I –) Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's #Water Heaters Solar Collection Systems Tanks (gallons) Wells OTHER: Permm it becomes void if work does not comence within a six month period or work is suspended or abandoned for six months.I hereby certify that I Have read this application and know the same to be true and correct. All provisions of taws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of consmetim Property Owners Name AMSA LC\J\-APhone Number Mechanical Company i S C . Office Phone Fax co.Address: I t D_ 15Q1'l City J O. �Om 1 kc StateT L Zip2904 License Holder(Print):JOT 1 State cation/Registration 4. CpC©Li I IQ© Notarized Signature of License Holder L�� tl �L��p� Sworn and subscribed before me this a day of M21�� 20 Q ASH,,,COMrIlISSION g DD745624 Signature of Notary Public A �u:'. ✓(?r�C z January 02,2012 6'd 9t,89-ZtZ-V06 0 ,ulOswe}sAg uol}ewiolul d9V:60 M % MY le, is CITY OF ATLANTIC BEACH 4 y e ? 801 SENIINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033758 Date 9/06/06 Property Address . . . . . . 1981 MIPAULA CT Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 8500 ---------------------------------------------------------------------------- Application desc hurricane shutters ) ---------------------------------------------------------------------------- Owner Contractor -------------------- ---- ------------------------ LEVY HIGHTOWER GEOTECHNICAL SERVICE 1981 MIPAULA COURT ROBERT D. GAMMIE ATLANTIC BEACH FL 32233 P. O. BOX 330466 ATLANTIC BEACH FL 32233 (904) 246-9934 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 75 . 00 Plan Check Fee 37.50 Issue Date . . . . Valuation . . . . 8500 Expiration Date . . 3/05/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total 37 . 50 37 . 50 . 00 . 00 Grand Total 112 . 50 112 . 50 . 00 .00 i I PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PLAN REVIEW SHEET R; o: 1 akowski Building Department Public Works&Public Utilities Departments LMakowski J;il>r 800 Seminole Road 1200 Sandpiper Lane S. Doerr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 R.Carper (904)247-5800 (904)247-5834 D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# 66 - 33 -1.6-9 Property Address: 19P Applicant: ti C Li v y - 4 wAfiz Project: XC-r-Z' CAnh This permit application has been: AK Approved as noted by the ✓� Department. Final application approval must a from the Building Department. Reviewed and the following items need attention: 2 LL &"r" ode5604( lli6-w 4.1 N R 6l S — c S C 01 rZ lx bit/ (i 7-0 S v -rh ,a3. Q /T71 0 dl4c- N A144 0 � Please re-submit our application when these items have been completed. Reviewed By: Date: 8 O Date Contractor Notified: �� 33 o" CITY OF ATLANTIC BEACH WINDOWS, SKYLIGHTS, GARAGE DOORS,HURRICANE SHUTTERS Date: Please submit(2)complete sets of plans with application. Job Address: Owner: f—,-r�C v Address: o Phone: -1--T — J Legal Description: Block Number: Lot Number: Zoning District: Contractor: v State License Number: Address: l — c� Phone: �1 T�, —? � ►� 7 City: State:. �;� ��Fax: r Describe proposed use d work to be done: �\ r tC a.--,C "-(K S Present use of land or building(s): � Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Required Building Data: Mean Roof Height (ft) Building Width (ft) Building Length 011) Roof Slope_ Window Height (ft) Window Width (ft) Window Elevation ftAPn Grade (ft) Measurement from finer of building to window (ft) Number of windows being installed Mean Roof Height 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ei.atlantic-beach.fl.us Page 1 Revised 1/27/03 Procedure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data,the following information is required: 1. Manufacturer's Test Report with Uniform Structural Load(psf) 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all information provided with this application is correct. Signature of Owner: Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the 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). Name: , �zy Mailing Address. �t.t.,_ Telephone: Fax- E-Mail: C', n&,,s�In i0_► �c _CJ W�CA S' . AS TO OWNER: Sworn to and subscribed before me this �� / /r day of 20 NOiary PubNc-SIMI*of FbAOe .•My CWaftim Expmes Feb 14,2011 Notary's Signature. Commission#00 518533 Bonded By National Notary Asan. Personally known —Or-Produced identification Type of identification produced d (� AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/27/03 RE ED FILE COPY MIAM APPR0� rO CITY OF ATLANTIC "r�' MIAMHDADBCOL>rl'lT.RDRIDA $UILDING OFFICE-- )MM"ADEPIAOMBURDING BUIIDMG CtDB COMPLUNCB QMCX CBCCO) 140 WEST M.A.G M ST$S�T,SUM 7603 rKMUCT(X)N 0L DIVISM kl tea 'r bb MIt4W PLMMA 33130-1563 005)375-MOI PAX 005)375-2908 NOTICE OF-ACCEPTANCE {NOA) Armor Screen Corpossliion 2001-A Nordk Congress Ave. Riviera Beach,FL 33404 Scams: This NOA is being issued under the applicable routes and meguladcm governing the use of c manction materials. The docu000entatioa smbmitbod has been reviewed by Miami-Dada County Product Countol Dinisic a and accepted by the Board of Roles and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Juiediction(AM. This NOA shall not be valid after the mon date stated below. The Dade Cbexity Product Central Dms=(In bftmd Dade Comity)and/or the AM(m new other thm bff=W Dade County)=servo rho riot to have-tier product or materiel tested for quality assurance purposes.If dns pwxbxg or nuftnal f5d1s to perEmm itt the accepted manear, the xnanubcUum wHl incur the ugmu a of such tesbi ng and the AM may Jmmx hately revoke,modify,or suspend the use of such product ac matadal within their jurisdletiom BORA resarv+es the right to revoke,tbn agree,if it is detiammed by Miamt4hde County Product Ccftd Division that this productor matmial fails to meet the requiremmts of the applicable bur'lding gide. This product is agpnaved as described herein.and bas ben da igned to comply with.the High Ydocdty Hunoceme Zone of theHadda Bmr'ldmg Code. - DESCRIPTION:-Armor Screen Series 2000"Firdhie Wind Abatmesit System APPROVAL DOCUM Mr.Diawhrg No.AS4XM tided"Armor Screen Series 2000 Rem-Ne Wind Abatement/ Protection System",sheets 1 ibrough 8 of S,pied,dgwd and sealed by Thomas M Re har.P.R.last revision dated November 25,2003,bearing fere A4amiDade Conoty Product Cartrol Revision stamp with the Notice of Acceptance number and acpiradon date by the bru nmi-Dade Cota ty Product Control Division. M7SWX IMPACT R&TuvG:Lerge and Sm&H MW&h%mKt LABELING:leach screen.shall bear a permanent label with the ms's name or logo,city,state and the foltowing statxmesac"Miami-Dade County Product Contt+dl Affwvtd",unless otkmwiw noted herein. RiKUWAL of this NOA shall be couidexed a$rr a renewal moat has been fired and there has been no change in the applicable building code negatively affecting the pefformum of lois product. TIMUNATJON of dds NOA will occur after the cq)mtian date or if these has bear a revision ec change in the materlats.use,andlor menluhame of the punct or p m cess.Mems-of this NOA as an endatsement of arty product,for sales,advertising or any other puqxxm shall automatically ally aminate ibis NOA.Fadmz to zomply- w9hany ,section of this NOA shall be cause for gear and removal of NOA. ADV=T=MENt: The NOA number preceded by the words Mama Dade County,Florida,and followed by the expiration date may be displayed in advertising litetattim If any portion of rho NOA is displayed,that it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the 101111116cmw OF its dimes and stall be available for hvq caou at the job site at the regnW of the Baift OfficbL This NDA revises NOA#03-010&04 and consists of this page 1,evidence stibmwe d page(s)as well as approval document mentioned above. The snlsocutted tlocuruMARe a was reviewed by Elebmcy A.Maker,PEi.' J ANN& >��� ' _ NOA No 03-MAI a47 Ex1h don Daft:07A7nW t �5�63 AFPi'°"'1 llatr:12ASrAM II protca is r°�r Y system Is designed and tested to comply with the of the 2001 Florida Building Cade. d 4 Armor Screen is a flexible{ Win ��pP0;+¢+1I �, ; nt;- r Imp-pct pri!atedl an System utilizing arwoven , fl�T@t.#Ifit i..pr fl ',q1 ..e' .' 4�',�,:'.Ihi.,7 Y:.lT°i9�.a tl �;z a'i.saJ'1 ���us t�.�a Diii E. inU 3de fi4q.#Ff���ll ai Bt fr c),p yrlinc„ { p71.?+ ii.tt tlyih ti � If�/ Qs4d' -0C I''t<far'icaGle screen: TIMI.',, l.�*pf("a:IuB @..:I 4,011)c1 my?. ven monad .q s + u':.s $4!+ f af—ill w,1vi4h inn:i?vld 4al Iilt.ial'ont' tia-,vall Bn9,F:i+1wi basket,wG1rJlve aet'vork an 1 ,;@' 1 �r l:# iltita! t;l}�?'�ii�f��71,.rrtsx retain cl�rrfer7si�u#�fi st�#ili,y�B'aiative to Buil rrtl#e#, gooteactile,4,'keno shall have the following minimum average roil values: Ezrarnp:t e4a of typical Instaallaaflons ter as T� r ,+ f ;!I B (ASTM D4832) 425 x 325 LBS ur'F+c.'t.#r ; 'rr; ttt@ (ASTM 04833) 130 LBS � y (AST14 D3786) 675 PSI (ASV [)1-5 150 x 125 LBS '#Afids Vfidi< : f '.b (ASTM D4596) 225 x 205 LBS/IN U"b+ir)e Vf 'ih SIongatlasn (ASTM D45$5) 22 x 21 % 30 US STD SIEVE',0/0 �. m� wry°do cat i 3 Opf1 f' a primes anchored1�E;rf1 @r yt,.;.,=f In verl.1' 1. r w -Cga�ament approha-;,;J to the structure l:�a:frfwi 4.ir.k i,;q. . STRAIGHT BALCONY STL1Rk r'�fz ` a rQtE•tI unahWIt raturn 81B{3l{ld extend }:3 I q ';"te f#+ s <xju 1 ti's minimum ' required 0fi1„ ( 1;:,' °� to 1�"tF @•"�1' "1, ia. "wilding {�# nF, f t l t c ri tI Bl tar'.v ling "wilding r. du. 4y ;, a:l;u ti' t:_,al lw W11-xc d tw tlrG b aFri c, ,tw#gym ii-wfdli IcwlcQ sta.WfIi r L a "Armor Crean Corporation, Riviera Beach, Florida Miaml-Dade County Product Control � �k K.L. 6E@'in1 N1 Z4APrl:: :ywr"eC':LN AwS!:HHL1' 114T§L LATIONd JUATLS a1Er`ICTE'o WITHIN INESE Y Df AiVIP(g,", AFT Tl"!xHCAL FOR ME 1CA-?AT Vf N1 1110 0.4"PaL 1 PEVY _f„Ta.[114 X3 F'.,X'FS1':CNKit AW11 .. . • do t, H. r .' {,t' �w ,I� r t't:: W'Lf Vii: f�i!' a'#': Aldi l•.,{:T INVI”" TI.D �.� 1��As6RGG of�;r,;F y a t�d�T6C1Pd ri 4016.4 t ly � b w complyd pp��Qtr `Mhis w1thftma the fry ' 1 PRODUCT. WAOR SOMEN SBcM 2000 �� > r r FIfI SLE NAND ABATEMENT I IMPACT PROTE07ION SYSTEM "A WON.- ��,�,•o*�.` '� o� ��; '�w[►�/// yJ/ {1� � � � r � r� � r,,*� ® ��'�1..� � / �F �4•r. '`r .�,.�<K �. �t F 6D- reo �9 19?kCP grit, U!„ r$ REVISIONS ocrt>®t 2Z 2M Table 1 Anchor Spacing Atn�t9,2>ai Anchor Choices�` Span Deflection 1' OIC 1 7 01C 1 * 2* 3* 4* NWWjW a. alai in feet In inches Design Pressure`* w 318"bolt iaopnwe IM-Pott 0 4' 5.6" 430 65 X X X X 6' 6.T' 130 66 X X X {a s` 6.T" 92.75 46 X X X X r 8' 8.5" 130 90 X a 8` 8.5" 130 65 X X ' 8` 8.5" 115 s8 X X X s 8` 8.5" 68.76 34 X X X X a ;' a 10' 16" 130 so X 10` 16" 130 65 X X X 10` 16" 84.75 47 X X X X 12' 21" 130 90 X 12! 21" 130 65 X X 12• 21" 120 so X X X 12' 21" 68.75 36 X X X X 14` 3w` 130 80 . X \ 14' 30" 130 65 X X 147 30" 120 s0 X X X 14` 30" 64.75 32 X X X X 16• 39" 130 75 X 16` 38" 130 66 X X 48' 39" 110 55 X X X `EEEttttff//!!! 16' 3r 60 34.26 x x x x ic, � . 4.. ....6'�d�`'. 20r 36" 58.00 29.00 X X 24' 4i" 48.00 24.00 X XfJ r CONCRETE: "Table is untended'for drop-in and LDT anchors in concrete. WOOD: Lag anchoring(ind.LDT)into wood as follows �� p EZ �. Column i'. 3B"thread,1.75"penetration into SYP(0.55 sg) Column 2*: 318"thread,3.1"penetration into SYP Column 3*: 1/2"thread,3.0"penetration into SYP s�'�o*fit••'••• 4�� �*F Column 4*: 112`thread,3.7"penetration into SYP eft d l i i11�ttEE; ! EARTH: * Specified earth anchor may be used with any of table choices. • { HOLLOW BLOCK:Column 1•,approved epoxy anchoring system for 3t8"&312"thread x NOTE: "Design pressure may be increased by 5%for negative loads s TRACK SYSTEM:Table applies to track system,anchored with two 5116"fasteners per cleat,as foilows: -into hollow block,min.1 1W embed can be installed as in column 1* -into concrete,min. 13/4'embed can be installed as in column 3` -into coraste,min.2a embed can be installed as in column 4• -into wood(SYP.sg.0.55),min.1"embed can be installed as in corumn 1` -into wood(SYP.Sg.0.5.5),min.2"embed installed as in column 3' 8i NOTES- Anchor OTES-Anch rr Spacing: varies inverselywith pressure and is subject to rational analysis. Snap:is measured anchor to anchor. w Deflection:is minimum glass separation measured at raid-span of screen- us� ANCHOR SPECIFICATION: w -_ Part numbers: 318"Lag Anchor(AS9038S) 4-- 1.12"Lag Anchor(AS9012S} �' " r- a '- z Tapcon 5116",3/8".and 1/2"LDT can anchor in both wood and concrete r ,f Drop-in Anther. 3B"Steel Drop-in anchor in 3000 PSI(min.)cor crete,1518"min. •- embedment(H3038S) 1 Le- 12" 112"Steel Drain Anchor in 3000 PSI(min-)concrete,2"min- embedment(H3012S) Earth Anchor. Proprietary System: Stabilized 112"x 30"shaft with 4"helix ' Y�'1071 of Working load 3150 LBS.(E7912P) sen Na SMI Soil Class: 5(medium dense coarse sand) >lii�i —QQj Epoxy Anchor_ Equal to Red Head umbrella inserts and screens with C7 adhesive. 2 aF 8 REVISIONS � Vn : . � - OCTG8ER22.2MI . "_�• E . - T EEWM v Tr AttgLrt27.3M S RME 3w,r1e _ SEE TAB.E 1 fRh- e t ALTERHATEAs M f� LAfi,TURN@ EYEORPLM O rt @F I.DT �r o Lf i; 5 cc TRACK s o tt�f REMOVEABLELAG n a �a m 4' OSM128,AMM p 2.2 cw INTO THE TRUSS MB05iC tat rl :3 MTH 3W Wi EDGE U1STAME. V "k: XLV $ 4 TAKE "1 ZI x: 9 OF XMM& Ei coo cmcam 3fr or W"DRONNANCHORS Ifuut 6 EF 7 SEE SHEET 1 ANCHORS. *ta, ac ca TYPICAL ZONE STORY ASSE EI.Y ''��°�1•-.,.•...�.•p��� A INSTALLATION Effl r [ S2 e f EYEorBOLTSm ' e 1 F iq �t .�� AT .� SAS£TAf0.E 1 � ` m fOR TR" cd 0 a S3 1 arm 21-� ALTERNME ASSEMBLY br.TG. 10-22-01 INSTALLATION SCAM M SMMX AT EMRIfl' SLAB ws mm AS-001 L ------------- STORM BAR -REVISIONS SPAM! 4, v wwv '' OCToSER22,20 MAX.PSI= 135 DEFLECTION 5.w. 8 N ' t» �" _ f 25,2fl43 i t" G�hv� A F a^> ALUM.TUSE -DEFLECTION;ACHIEVED BY ONE OR _ MORE STORM BARS AND MAY BE PE:T INCREASED WITH BLOCK NG ` ` _ o �" -ALlsrvi.TUBE TO BE TYPE 81351T6 -ANCHOR ENDS WITH 5116"x 1-9/2"TAPCON MIN-OR WITH ALLIAR MM BRACKET AND Biu 2-4r4"x1-9/2°TAPGON ` ALTSRIYATE -SUBJECT TO RATIONAL ANALYSIS tPOWs uj ANCHOR 2 u a p 5 F X Lu LL 2y '4 �.Ss4 3 .4v ice' z ul uj 4`` 3a a� CD s ol 4� T' STORM CSAR3W OR UZc; Mp-14AWlio t CONRGuRATI - -- Zk� ;���� -�„�^--s'y� ��_ ee�`g, .� ! x' ®sem•V Q ¢�i�p °`� id � E'” X4'44 �r ��sebsss fso`A'E � I PORCH INSTALLATION Mm WILE M�111 Z �r R MOVAB.E� PAVER INSTALL _ �Tt#STABLM WITH GS =£ STA6LM s a lol s @t d �p}q��Afshflt 7�g {� t(3�=�ambrf.To,s ma �ftQml �Esk� Nm r., i 4'O.C. �r EE: ABABILi7ED 2M ARAOR SMEN COR�noFs d ra AS-001 C. i 4�i 24'O.C. SEE TABLE 1 A. TE Y T TE � � T� 4 IF 8 � AT 84' = REVISIONS MM USU RAM ocTom:-%=2wl f AUVW 27.2003 ni O All Ln S 511 o U iv Yz& e. :" S n ri C5 —OFASLIRM AT KM-SPAN SCREEID O c �r C5u LU o CL >+ , 1v F- FOR ANCHOR IRWALLATION 1" MAINTAM AT LEAST KK EDZ MSTANCE AND FULL OF 7 CAPACITY SPACING FRDM BALCONY SCREEN ALTERNATE -` a� ASSEMBLY � z � ; o D INSTALLATIONSTRucrummaw 3000PSi � ''��+�♦�•++ss•►•+•� �� z r r 1 .6 W F A� IF 7 jig g Am- a.ma am SIII£S AND � ROTTOPq Cz�Na=Rs 7A�N{C14ELR jSAT LOWER p� INDOW S 1 �P( l., E E t V Dana hy.T C. 10-22-01 No "Li{.a ted tt AS =5 OF 8 =3 C' ARMOR SORE':.-,4RPMllQN REVISrONS rAugftV.=3 OW FUr FMW Sus w►, rate , hook or g.rbw Naaember 20D3 '` S�N7iETLC Pt>1.,� � Maa�.. +1904. name„ ' 'Aa0Meto 2- _ MfJ ` T � i�(=-77,mrwmvff-or . a f. — 3 1 — t • F z Gu s^3tt�l E r5 TO FIM MTEIML `� y A, • `'.fy�j s f ITM Attisrt{C}�#, 8!lCKI E W1 STRAP AM'+ C 3 E � t SEE ANCHOR S'PEifF3CATitMS SEE SWnON'M OF 7 ONSHM20FT SCX$HALL F BOTTOM STRAP DETAIL , BE r K CLASS 5� �' 7 cas 4a. O.. DENSE COURSE SAND). (AT EARTH ANCHOR) �w _ ralatsssi�s' zo ti c u PPMMJL r Ate+ 14-278! e- { • RRf+ $ mm � SEEM! akl nV7a f tt Tft£TIt; PI&fR rTEf3IE'd vc 3r SEE SL-GMN` S aFP z 4 Gr �BOTTOM ST — F1 MMS i RAP DE_TA4 r ! J (AT ANCHORAGE INTO CONCRETE) AZ�� (POF �, ff E ( �Uam crr" ; � Drr�try: T G ,10-22-01 sr , Fa MEF 2003 Q ARUOR SCREEN CORPORA nOP4 iks:401 M6 OF 81 1O.M.N.". M ALT REVISIONS i SM+K 0CrGMW,2W An�rt,'F!,X108 Ntwee16er25. qaa-s - STRAP MZWrSoli�GM 7t1Rdi}EM liftM 3CMn ALTERNATE K TOP STRAP DETAIL DETAIL ATALTERNATE CORNER DETAIL 7X t� 7 , ADJACENT SCREENS f - = - f - ' 1 �re�esr-rnt�i ,i ne +`s�""'�i t 1 `�'►'t t i i�i t 1 f, i ARM" ECtYIi.) IQ 7E fE1Aw ` �1fT3 �YAiSTiET1C FUMM4TERfAL •. d M�cllor � • vc �c • F cc a NOTE: SCREENS MAY BE GROMMETED. =�': o ca Z TRACK DETAIL �•,�, ....pA ��,�` a INSIDE MOUNT CEILING Zia WALL MOUNT `� � —' Dmmbjr. TG, 10-22-01 INSIDE MOUNT SCMZ Na>& FLOOR as In AS-001 2= c amort WJtEEN C09XVAPW to 7 OF 8 REVISIONS na..WF*wr !� R Am it IV --AM 0?J3M7 R Lt1a O "p4m 'tom i saw FULL I 3.44 0m TM t AUJMKiM AIM ?� 8(iAACET(�RTiABT 1900) 4 OWTS FtU �EI= -T -r»ac�ar��saaovf o� . ALUWW AUDY r OWN o_ _ o xff ZA Lm co • '��rttttt+� DaNG CARRIERS(ASW Q SPRING CLIPS W100) 315'KEYHOLE CUPS(AS9138) 112'KEYHOLE CUPS(A59112) �- U6ca 9 . 5116`TAPCONS(FT15W i 39 S(FT15A TWO 111'TAPCONS(FT1512) •g 318'LAG ANCHOR(As9M) - 3E 316"BOLT(815%S) 1/T LAG ANCHOR(AS9112S) all . 1/T BOLT(B15102S) ornm br-Te.ion, W&D No MIE IMAGES ARE REPRESENTATIVE AND NOT TO SCALE jw to AS-0!]1 2=Q �„vR aCa,coRPoR,c M a+E£r to 8 EF 8 Page 1 of t Print Date: L 9 6/12/2006 3:12:01 PM Transaction#: 848946 Receipt#: 807795 Cashier Date: 6/12/2006 Jim Fuller 3.11:36 PM Clerk Circuit Court (KPEARSON) Duval County 330 E. Bay Street Rm 103 Jacksonville,FL 32202 (904) 630-2044 Customer Information Transaction Information Payment Summary DateReceived: 06/12/2006 Source Code: BEACH Q BEACHSIDE HURRICANE Q Code: BEACH Over the Total Fees $10.00 1314 NORTH 3RD STREET Return Code: JCounter Total Payments $10.00 JACKSONVILLE BEACH,FL 32250 Trans Type: Recording Agent Ref Num: 1 Payments Edr $10.00 CASH 1 Recorded Items BKPG: 13322/383 CFN.�2006202660 Date:6/12/2006 Mn 1N/C)NOTICE COMMENCEMENT 3:11:30 PM From: LEVY AMY To: COMMENCEMENT INDEXING 2 $0.00 RECORDING 1 $10.00 0 Search Items 0 Miscellaneous Items file://C:\Program Files\RecordingModule\default.htm 6/12/2006 429347 MAP SHOWING BOUNDARY SURVEY OF LOT is BLOCK 1' AS SHOWN ON MAP OF " S'EL VA /t/02- ,e U.V/7' C)v,!F AS RECORDED IN PLAT BOOK 39 PAGES 92-94.8 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CERTIFIED FOR: f•21-;7.c/k ,q, s�iTvc/; yAx .t/Ayy FE7��P/�L cep u�rra�r, Fr2S7 /Q/ eiC�c! • T/.TLE /.�.r:.Co. rn ��•y '� n ?G I'I �� 50' /DRAJ6 E x ---I 4• woo x r x N x In N wv0i7 /�ccK x N sc,eG&nv "uecN 42.5�' woo r-D 9.7 9:3• s r'Y � m • b 3� � 'x`/ 98 ! � o � m � /Co N r�,�• �N /d 0 GO VL7L no O 0 � °�• �• Zf.Co' 25.3" //.4 � v� Nr 3©•cx:2r /!v9 0¢ _ ZZgp.lCo' d70 35 4¢ 0�0 5 /411 THE FLOOD ZONE DATA DENOTED HEREON IS SHOWN AS A COUI?TESY ONLY AND DOES NOT CONSTITUTE A CERTIFICATION OF THE SAME. NOT VALID UNLESS EMBOSSED WITH SEAL OF THE UNDERSIGNED. BEARINGS BASED ON LINE AS SHOWN 77YE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD ZONE X AS SCALED FROM FLOOD INSURANCE RATE MAP FOR THE CITY OF 47-441,j7-/c ., FLORIDA, DATED 4- t7- 89 /3 c=racN TRI-STATE LAND SURVEYORS, INC. 8411 BA YMEADOWS WAY SUITE #2, JACKSON l/ILLE, FLORIDA 32250 (904) 731-72J5 LEGEND I HEREBY CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY `ONC A/°Y RESPONSIBLE SUPERVISION AND DIRECTION, THAT THERE ARE NO IRM COR. ENCROACHMENTS EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN (SEr W7H cw f LS 4144) HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE _x_SCE FLORIDA STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS o IRON car•(FWND) PURSUANT TO SECTION 472.027, FLORIDA STATUTES. 0 owm cur AR.L SUILMO RES7RIcl7CN LINE e Esu? EASEWENr LARRY G DDY, P.L.S. No. 4144 R/W NGHT^A''-WAY COV. COVERED AREA SCALE. '20 oll Q cENMWNE _ A aR CU0770MING PADGlS URVEYOR A MAPPER, (R) RADIAL DISCE DATE. 0-/Z-95" STA O LORIDA nonc-r7 Nn 95-,303 '42930 HAP SHOWING BOUNDARY SURVEY OF LOT— BLOCK — AS SHOWN ON MAP OF SEL V.0 U.V/7' ONE AS RECORDED IN PLAT BOOK 3 9 PAGES 92-"B OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CER 77FIED FOR: felVAJk V. • 777'/_E /.ys:,co. nod 2Co ZI V -1 J I •' oz0 39 ' S SS.00' G x 4' woo r K 111 N wvoi> /�ccK x N sc evr�vr�Qcr/ 42.47' ` //7 � m M � L1 . /Co N77 C 057.3- .\3 S.3".5 �' V• C?-7 3S 4Q. = 55 4&o 3 /tel / p ,9 ciL F� Couz7" THE FLOOD ZONE DATA DENOTED HEREON 15 SHOWN AS A COURTESY ONLY ANO DOES NOT CONSTITUTE A CERTIFICATION OF THE SAME NOT VALID UNLESS EMBOSSED W17H SEAL OF THE UNDERSIGNED. BEARINGS BASED ON -0/1-' LINE AS SHOWN TN£ PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD ZONE X AS SCALED FROM FLOOD INSURANCE RATE MAP FOR THE CITY OF A Tr_4.vTi c FLORIDA, DATED 4- (7- 89 /3 ccQaN TRI-STATE LAND SURVEYORS, INC. 8411 BAYMEADOWS WAY SU17E #2, JACKSONVILLE, FLORIDA 32256 (904) 731-7235 LEGEND I HEREBY CERTIFY THAT 7HE ABOVE LANDS WERE SURVEYED UNDER MY ' CONC MW RESPONSIBILE SUPERVISION AND DIRECTION, THAT 7HERE ARE NO • Rm com• ENCROACHMENTS EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN (SET WIN CAP I Ls 4144) HEREON MEETS' THE MINIMUM TECHNICAL STANDARDS SET FOR7H BY 7HE -ac-nwcr FLORIDA STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS o MN CDR.(FIXWD) PURSUANT TO SECTION 472.027, FLORIDA STATUTES. 0 CROSS CUT ML ftft"NG RESTMC77ON LINE ESb'r EAS000 LARRY G DDY, P.L.S. No. 4144 RIM' NQYr—Q''—WAY SCALE: ' Z� COV. C01�E7PED AREA f CEN1ERLddE Aot AIR CrwanaNWC PAD GIS URVEYOR AMAPPER, (R) RADIAc wsrANCE DA TE. S-/Z-9S STA 0 ORIDA L'D ORDER NO. 9s-3231 CITY OF ATLANTIC BEACH M SENMOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5825 Application Number . . . . . 06-00034114 Date 10/18/06 Property Address . . . . . . 1981 MIPAULA CT Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc LAVATORY ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LEVY AMERICAN PLUMBING CONTRACTORS 1981 MIPAULA COURT 5720 ARLINGTON ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 745-1693 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 63 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/16/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 63 . 00 63 , 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 63 .00 63 . 00 . 00 .00 PERwT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION �Ji3 J Date: Property Address: l 0G �• Owner: �a v Telephone #• Contractor: Telephone#: Contractor Address: 4 _&W Fax#: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a 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 list the building permit number:O/ d2636 ❑ Re-Pipe SP Number of Fixtures: Bath Tubs S Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer 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) 247-5800• Fax: (904) 247-5845. http://www.ci.atiantic-beach.fl.us CITY OF ATLANTIC BEACH = `�? PLAN REVIEW SHEET Routed to: Building Department Public Works&Public Utilities Departments L. Higgins 800 Seminole Road 1200 Sandpiper Lane S. Doerr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 R.Carper (904)247-5800 (904)247-5834 , D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax r Public Safety PLAN REVIEW COMMENTS Permit Application# 0 & y0 3 Property Address Applicant: d'q z'5- Project: C>2 W'q-/h re0—rkl d� L- This permit application has been: Approved as noted by the Department. Final application approval must come from the Building Department. El Reviewed and the following items need attention: CIFY Bit OF ATLAv cu NTIC BEACH Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correc partment may delay your permit from beim issued. Reviewed By: Date: Date Contractor Notified: ori; t City of Atlantic Beach 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 • http://www/ei.atiantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATE 0 -2-046 JOB ADDRESS _ ICIV I"�"-t"i� C4_ �"�- APPLICANT �1/�G °� ftWUAT ADDRESS A I I =�4 ,0&J& '6eAJq PHONE: 0104- 241-LI034 Saw, Nark, [AA4 &le- LEGpQAL SCppRIPTION: BLOCK NUMBER LOT NUMBER I5 ZONING DISTRICT 'C%Inc OR KENDA.E DE51W I -BU1 Lb STATE LICENSE NummERC Cbg1%22 ADDRESS `WJE)I 1-EW" 0_&NA E PHONE D-39q-W(V 11 CITYL�SaA ijQ} STATE fl%_, ZIP 3210 FAX 01o4-3%V- -7 yPg DESCRIBE PROPOSED USE AND WORK TO BE DONE 4J6,I1 �.ry�dt 1 PRESENT USE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTIONJ(PcqJ5 .00 Is this an addition? no If yes, what are the dimensions of the added space: rJOL, feet by feet Will the added area be heated and cooled? 1)iEke New electrical or increase in service?A New plumbing fixtures?%,k-4; New fireplace? )no New heating/air conditioning? 1� Is approval or Homeowner's Association or other private entity required? n I� If yes,please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? KNO. Applicant certifies that no change in site grade or fill material will be used on this project. ES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/18/02 STEP 3. . Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach,FL 32233 Telephone:(904)247-5826 " In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE l'DZ Zlu Y 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 Aqn�•�+ ADDRESS AND CONTACT INF RMATION O PERSON O RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLLIICAuTION (PLEASE PRINT) NAME MAILING ADDRESS 41501V1 f111 � C7QC�SCIIN I� c� .l Off�,._ - 1"_ ' PHONE 384 "�IDI� FAX 389-1 IL(0yrp E-MArii) tys C r a�at .nef SWORN AND SUBSCRIBED BEFORE ME THIS YO DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE7X- ASTQ.JQA=JV.:....................... •, Personally known KIMBERLY A.JONES Produced identification ra4"1!"vP"' Comm#OD0558367 Type of identification produced ` $ Fxpres 5/30/201,' AS TO CONTRACTOR: [ Personally known .............I............ Produced identification KIMBERLY A JONES Type of identification produced Commit D005SM7 • Expires S/3 =10 % ..... Fbrida Noto y Assn..Inc .. ...$..Sees....................:.,... 6/18/02 05/18/2006 THU 14: 27 FAX 0/002/003 i GFA-DAILY JIMESHEET EMP.Name: Employee d: -'cSF=.:_-���•-�-� -:t�s�tl3inn6__�a_�_',_.`:`���,: =mow i>•v^_•_^1',y;:.`.Y-%•' ..EF-:L�5..•..:i..l�N;"i__ .1 S•�,„`LS_�°Tatu .G 1.::•�'• ••.t t a-- c�`•a Dept lr:t012 .`5,::F'uc:: 2c==- 'tr `" ` -_ :�._:• • -- _...-..,���O��YJUB:?n,s'i- ---_ ...:�' y_;_tee—�_ Project Project Time Time Number Name In Out Travel Tolai Activity Order Bitl Hours Code N Units INSPECTIONS DEPT. Comments 10 1 1 Total Hours Wo ked: 'fA_ d 0.00 7TT `;ii;;•}--�^t_vi'>=•`•='31 :;n�H�a! Woli2a� a:°;�it��,A`�s`caca,-II'•a;u'. flu:;Cf`�I••'.-i.�-.�.Rt`�`i3=����'t`�,: `G• :r al I-All ors 0.00 I Gedifythal I have not rec atl 'vi v or n sed any acOdents this date. emc All Umust ee filled ou m I ,s da Signed: g PM the Following day.No exceptions allowed. I Date: Approved: -- • 5k_, J-gg-- ;"`jtn=°pbe�r tfiev a i W iliiist>?Y_ .,Pit'e zta, °`>r [per r4e:� ase 3oSk.�;yf 9.k1 e,esixj y 'iJic 1 :t... t... -�i,'�„'�y j`? e�f �`jc_-,;iii;i;-sltr; :=NM-• - my 05/18/2000' THU 14: 27 FAY- [�jQ03/003 i :9'4;.t,. <;•?'• 'S-•�,as wHr^YSPw:•;;•:••:eo --;r^.. ,;;< .:a•..-. Y.ksrx. hr,:::,•v....:z,:.. ns._,�.'�A�Ys4.',,s;,'.s,.. `b,::^^.:' {N ,.•;�.;:' ..or+.`..nay,'>'ti"•:.,�r;,s:'...',.:• ,,;Y' :.+•-,r':... ;i.r.,-•.'•q' � 'Y,'t::3;: •:.. ..:##;. YS??t7r't, '^ V k`vi;<' tW."i "• a::p n 'c;..gso..# tet•H,iy'k"�,.j'?�sY.y,•'•�'.+,3s:•.., '`:��,��a-',t.� �Fw�..c.:ti c �3':'. : .s1.::o'r' "�c`2;,•#yc �•�•:...;3t.�*.'pto-c. t;8µ:;Yfxi:-y'"+•4,J..{O,Y{ '+sn.���.yhi�n `C,. Q.;� `.yc- �9ri `,. ,,{��� ,y(,,' ". •::,fb:..',-y.�.f�:ff•.i"'"s`�:"k^ .'dK�c,'.�ilt'•�`�''.v}1R? .��.'Y,? ''.�.��.�'�.',��,�':.. a �: 7.k�4�,Y�x.'t�bp�' �.y �•�'-r'''•lY.c£�Y, , eN •. . i� :+.,+.. .. :. ..::...... .. .... .... w...-'t, r" :.h.• } •.tit. ,.t,:q+j4,-/`ky,...;c• MANAGER: -p PROJECT/LOCATION: (� � ,� ��i"T�t r�` ,}C 14 DATE: r''::-::`i..k;,.3r:.xxriz%t;:-i;;•xb' oy.v-•::sx;•%�.t:�tii:h:}'xC•r,Ig °-.x;'•i.:t:�`"/ :a,:_cR. -•:<. N,.�:...:. ...n:.. .r;c,.., ?'^[ ;,w}-. •'i�,.•--... } .:;Y� ,�,,,..vp y�:'�;e• :.h,�a,:: taYR�.r" ,�.--Yt.?:,.a >• . d'.�"i•'-.,..sa}.;, v<:"" a'lr i cx .,y.:,.aS;.:}..�.bbr. 8. _ ..,^!';`#c„"ss�a.^ ,o.,.e. �o-�.". '.a:.1y,{:is:�.";. -.>�'�{'•' r`:i'.�.,•::rH. SM.:.�.,.y-�.'':i>`:r'scr t:i •vd:-.id.:�.., .��.. ,d.._,,y.?: :S}y:. aY,.• n::: :.mow"• •..7"�••YC;•'.'�a;u:g.,+,+..{•w:✓.F:. :v :SrJ'."'k.di'Y.lee:J..K { y �tYy... '�.. ti "aw.✓.s t$}'•. W: tj�` t`��"�K'•.{.',.';v.'t.' -f%'.w.y xL o^'^-c\ i:,w,•'•few•, `A'• _ s m .# s.'a�tt�d�%n✓.^w'"a' �',`.�': 'fit•-`-. -�:: r :Y'• . � �"J,Yi,.{'#iYL:.}.2:'�i,'.:�XY:. -}5:: SR� : :i: -'>:. try'". Y,-`'�•y`�i{.:et`r,...-:��•jv",{qA'��h %�� ::.x"�,..,.: :T.nr....da.,eu:,�.:�rs:.'rr-�:....-.;✓/.v.•ae.. .... :.,..?}Xti?,s�•��b. �'. •' >h:.f�;.x,+,u�c.•. 1, ,...;# Set, Shi•,'.•�%-`J',:.T�h•rrt•;c- ��A•: IN: ; C,U OUT: IN: OUT: 400 ': Op Total for Day: ®R &W` s f COMMENTS: ---�-- . tel I ty S �� L4 L ron/k 60 SIGNATURE OF MANAGER DATE CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTIONPHONE LINE 247-5826 Application Number . . . . . 06-00034030 Date 10/09/06 Property Address . . . . . . 1981 MIPAULA CT Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 7000 ---------------------------------------------------------------------------- Application desc 2 bathroom remodel ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LEVY KENDALE, INC. 1981 MIPAULA COURT 4501 BEVERLY AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32210 (904) 384-8611 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 65 . 00 Plan Check Fee 32 .50 Issue Date . . . . Valuation . . . . 7000 Expiration Date . . 4/07/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 65 . 00 65 . 00 . 00 .00 Plan Check Total 32 . 50 32 .50 . 00 . 00 Grand Total 97 . 50 97 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ' CITY OF ATLANTIC BEACH -SSS 800 SE INOLE ROAD` ATL 4N IC BEACH,FL 32233 ti INSPECTION PHONE LINE 247-5826 Application Number- . . . . . 06-00034126 Date 10/19/06 Property Address . . . . . . 1981 MIPAULA CT Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc REWIRE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LEVY AMERICAN ELECTRICAL CONTRACTOR 1981 MIPAULA COURT 5065 ST.AUGUSTINE RD #3 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 737-7770 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 85 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 4/17/07 --Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 85 . 00 85 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 10 vE DEPAWNIONT OF, CITY OF ATLANTIC BEACH PE INI t41 If3N _ .- .. �.�� _..� I,C?CAT f31 Ii4Ft31�, 1014 1901, �X%PAULA C, U T �'.ly-4-f m tt" Type BUILDING ,:I�a TIC �BEACH , EAC , �I��I� �A ��� 0, ass ob 4�`rki ADAi�Y�S«�',t7,, +w,..+n. ri++i.,►w.�+!4 ,LZOAL �+�'+Ri11�.�C¥�� ..w...r n; tr. yipe, Wt QIJ Lot S co w Section: < r opus e a Use, PAT'I QG PECK 111 nas: 1 Cade:, ' ubdi v } ' SELVA NORTZ UNIT ONE I tzm,at ed Yalu ea' S I rC1 lthprov. Cost: o T .,) ' Amo " . 9 I art K ANIS Ft HOD L . ��',r ,, ���,a,� 1, ;�,• DN - - A C CSI FEB Ad'i � 5 .; .0 UR ' I A 414PA. T FEE � . F`wT ` -RADION .GAB-H.R. s . . .� ,. T FC3 bN -- I�ADON CAS '15% , Vit► N� C T P C TRAC `C 'CAPITAL :,IMPROVE. o .00 A � , ' j LL. Sk'ACK, FL�� 2 Ok S3 CONNECTION 4 BSC .R1 IMPACT FEE CON, tICIARGE I A}OTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGMUST '�IIrFORE POURING PERMITY00 SIX MONTHS AFTER DATI* 1F 13SUI BUILDING MATERIAL, RUBBISH AND DrzsklS FROM THIS WORK MUST NOT BE:PLACED IN'.PUBLIC SPACE,AND MUST BE CLEARED UP AND,HAUL AWAY BY EITHER CONTRACTOR OR OWNER , tS "IN CAN, A TO Com L MECHANIC' 1 , T14-SPRIOP99TY60 ''NOTWICEP 41110111im" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AN©.SUBJEGT TO,fleVOCATION �. Ip I CSF AI IGABL E.PROV 3IONS OF LAW._ ATLANTIC EACH BUILDINGDEPARTMENT QIlt�911�i �#ItI1I: t 4 CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS �-- /� DEMOLITIONS owner(s) :- F-�vC AI �C 640 N Address :_ i 1'� r e Qn�a (�4 , Phone: "104- 2g9 - 449-31 Lot # 1S Block or Unit # Subdivision: -5dy'4 ,AJor4c Y ONe, Contractor: ?1 ,dop, State License # Address : P/7/ P,-64a, Phone No: Describe work to be done: 2 ix [tis ` hclt 40 reCed ' �rdeaz2 L Present use of building: 1( << ►c: Valuation of Proposed Construction: Proposed use: __Ce-, , 1 Is this an addition? 1 If yes , what are the dimensions of the added space: ft . X f.1 ft . Will the added area be heated and cooled? �J& New electrical (or increase)? ,uv New plumbing fixtures? AJO New fireplace? &uD New Heat/AC? No SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY , ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: - Date: 23 9r Signature CONTRACTOR: Date: f� Z License Supplied: Liability Insurance: LIU .> ? `41995 Worker's Compensation Insurance: Building and CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address `7 Date Heated Square Footage _@ $ per sq ft = $ Garage/Shed �@ $ per sq ft = $ Carport/Porch V @ $ per sq ft = $ V 1 Deck � (a $ per sq ft = $ Patio �� @ $ per sq ft = $ TOTAL VALUATION : $ Total/,V-41U tion 1 s t $ l 1El� _` $ Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ lzy V ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $— WATER IMPACT FEE $�_ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $� GRAND TOTAL DUE $ S 7• S� ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: ti i i i i { 1 v 's ' X-t r i cn IL V Lam, n12" � X995 � � an ing b L � ` OQ� o o."o Q ��m z 4 I I I j I i . � � � • Ger t CITY OF FILE NUMBER 08-0000683 LOCAL BUSINESS TAX RECEIPT TYPE: CONSULTANT, NOT OTHERWISE CLASSIFIED RECEIPTYEAR 2007-2008 `-'_m r� CLASS NO. -+ BUSINESS LOCATION: 1918 OAK CIR DATE ISSUED 10/1807 mov DATE EXPIRES 9/3008 o�v Z-1 0 ymm FIRM NAME: KARL KLEIN, PRIVATE TUTORiU FEE 53 . 54 0 Z`� INVESTIGATIVE FEE m p o OWNER/MGR: KARij KLEINTRANSFER FEE �m DEL.PENALTY z" ADDRESS' 1918 OAK T CLE TOTAL 53 . 54 0 3 NOT EFFECTIVE UNLESS VALIDATED BELOW Z= � N C FL 32233 <m PRIVATE AT HOME TUTORING SERVICE CITY CLERK THIS RECEI MUST BE CONSPICUOUSLY POSTED IN PLACE OF BUSINESS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 HOME OFFICE / HOME OCCUPATION LOCAL BUSINESS TAX RECEIPT APPLICATION Home Office shall mean an activity consisting only of a private office for a practitioner of a recognized profession,which is entirely located within a residential structure and does not involve any daily contact with customers or clients.A Home Office shall be clearly incidental and accessory to the residential use of the property,and shall not involve any employees,commercial signage, manufacturing or storage of products or materials,equipment other than normal office equipment and shall not create any additional daily traffic.Home Offices shall be a permitted Accessory Use in all Residential Zoning Districts. Home Occupation shall mean any use conducted entirely within a dwelling and carried on by an occupant thereof,which use is clearly incidental and secondary to the principal use of the dwelling for residential purposes and does not change the character thereof. Home Occupations shall be allowed only in accordance with the requirements of Section 24-159. I hereby make application for a Local Business Tax Receipt for the following business: NAME OF BUSINESS ( Tr i%fG,, ^y r. NAME OF OWNER War `+ HOME ADDRESS U G'•• C Irc/1 MAILING ADDRESS � Z-1 3 PHONE'Z 58 14 FAX E-MAIL ADDRESS �(,G(,(` ._._. Le 4 C'd5.cc DATE OF BIRTH 0-4116141 SS# 43T bDSJ TJ DRIVER'S LICENSE# 1-%73 )3 -`i) —2ZG"0 TYPE OF BUSINESS �( � yfntQ. To4-o << n Cj (Please give as much information as possible) I understand and agree to abide by the following conditions in accordance with the Atlantic Beach Code. 1. The address of the home occupation shall not appear in the telephone book,on letterhead,checks or any type of advertising. 2. No one other than immediate family members residing on the premises shall be involved in the occupation.The home occupation shall be non-transferable. 3. All business activities conducted on the licensed premises shall be conducted entirely within the dwelling and there shall be no outside storage or outside use of equipment or materials. 4. No more than one(1)room of the dwelling shall be used to conduct the occupation,provided the area of the room does not exceed 25%of the total living area of the dwelling. 5. There shall be no extemal sign or evidence that the dwelling is being used for the home occupation. 6. There shall be no unusual pedestrian or vehicular traffic,noise,vibration,glare,fumes,odors or electrical interference as a result of the home occupation. I FURTHER UNDERSTAND THAT FAILURE TO COMPLY WITH THESE CONDITIONS MAY RESULT IN THE LOCAL BUSINESS EIPT BEING REVOKED. Signed: Date: (911310-1 For Office Use: EXACT NATURE OF BUSINESS DENIED/APPROVED-REASON,IF DENIED//"_ p CODE# S 15 D LICENSE# (P p 33 FEE PAID $ FUL F YEAR J .3.S V FICT US NAME CORPORATION ID# STATE CERT./REG. Vii. '°�� JO7 ONNA L. BUSSEY,C TY CLERK DATE FR I CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 4 f f w . F ATLANTIC BEACH FL 32233 ' INSPECTION PHONE LINE 247-5826 }'j t Application Number . . . . . 06-00033511 Date 7/17/06 Property Address . . . . . . 1981 MIPAULA CT Tenant nbr, name . . . . . INSTALL 1 AHU & 1 CU Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ----------------- ---- --- ------------------------ LEVY WEATHER ENGINEERS INC. 1981 MIPAULA COURT 1000 EDISON AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32204 (904) 356-3963 ---------------------------------------------------------------------------- Permit . . . . MECHANICAL PERMIT Additional desc Permit Fee . . . . 87 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 87 . 00 87 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BIJILDING CODES. CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION ...i jr (� Date: a� Property Address: 7 -07L Owner: Am LiGevy Telephone#: Contractor: P,(>(-5 QN C Telephone#: 3S -396 Contractor Address: 10 Fax3— Contractor Signature: 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 theCity of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other,construction is being done on this building or site,list the building permit number: Electric ❑ Gas: _LP Natural _Central Utility ❑ Oil F ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK X Heat _Space _Recessed Central _Floor A Residential At Air Conditioning: Room Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity_C&❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity fpm Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _— Manlift Escalator (Number) Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT _ AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency r r lr; CS &M HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency Q �j 4 5 }i /'✓10 Uf A../1/ !l q4 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• http://www.ei.atiantic-beach.n.us Revised 1/04 OF ATLANTIC BEACH CLTY goo sE OLEROA� _ ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 �.4 M9 Application Number . . . . . 05-00031600 Date 11/15/05 Property Address . . . . . . 1981 MIPAULA CT Tenant nbr, name . . . . . . RE ROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 7975 Owner Contractor ------------------------ ------------------------ LEVY JOHN GILMORE ROOFING, INC. 1981 MIPAULA COURT 11647 GWYNFORD LANE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32223 (904) 880-8044 ---------------------------------------------------------------------------- Permit ROOF PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 7975 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 .00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUI G` FICxAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Q I M Tj:4," Date 1( [Ib (a5 Heated Square Footage @ $ per sq ft= $ Garage/ Shed @ $ per sq ft= $ Carport/Porch @ $ per sq ft= $ Deck @$ per sq ft= $ Patio @ $ per sq ft= $ TOTAL VALUATION: $ ocD Total Valuation 1 St $ 000 Gg ,, Remaining Value $5'per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + 1/Z Filing Fee $ 3 FLOOD ZONE: ( )Fireplaces @$35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ _ i�IS WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL RYIPROVEMENT$ SEWER TAP $ C ( )RADON .0050 $ SECTION H PAVING( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GR,�Ci'D TOTAL DUE: S CITY OF ATLANTIC BEACH Cc: I, s , BUILDING /ZONING DEPARTMENT °. F i� 800 Seminole Road . Hi ins Atlantic Beach,Florida 32233 oerc (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 6.5-- 3 Property Address: / -/d / -M 1;q fq"A Applicant: Project: /-DO"C This permit application has been: M/ApP roved F7 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. i Reviewed By: Date: ( ( to to-3 Date Contractor Notified: �} CITY OF ATLANTIC BEACH NnVROOFING PERMIT APPLICATION lDate: Job Address: 'q �j m I I' U �Q- c1c"LC r!. x Owner of Property: =. . kAddress: ��`�� �' ��,�,, C_.\ •,� ...- �� •t'3�Telephone: o� �- Contractor: 3-61M G IrYtOr-C eat r M -,gyp C State License Number: CCC O` ? (P'101 Contractor's Address: pI 1 �" 70 Zai a .6 6�U 0 �jQ& �"p�X I �- ��22� Telephone: q©14- �6 )`��(4 Fax: ��D 'tC1 p L Scope of Work: Re-�(t au Ee JMCes F-e ac)4-° 35" 3 IA h -S hi'Aq ICJ -LRS6h 3S 5Q f)f Deck Slope: 5 . !Z- Greater than 2:12 Less than 2:12 --7 v U Valuation of work: / g 7 Product Name(Example: Timberline): Com/IL wm c A rc l e c tL u o, d� ,��i✓d Manufacturer(Example: GAF): L! CD r p ASTM Designation(s): Required Inspections: Sheathin d Final , Signature of Owner: Date: AS TO OWNER: Sworn to and subscribed before me this 4Y4 day o ''rId .20 ��1N1111Nf1f//// State of Florida,CountD ; `�� o�N�SSION •/ %Notary's Signature: r c *. •. :*_ 94ersonally known a #DD069701 :4_ D Produced identification - �a oQ� Type of identification produced Signature of Contractoti'h/ Date: /t/— Q S AS TO CONTRACTOR: - Sworn to and subscribed before me this _day of dy��/✓ - ,20 d�. State of Florida,County of Duval No tary's Signature: sonally known 4ewnA.VVWn oduced identification . My COW N69W 00329327 Type of identification produced 800 Seminole Road Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.Lus Page 1 Revised 2/21/03 NOTICE OF COMMENCEMENT State of Tax Folio No. County of 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: G 'E ( co l a a CA Address of property being improved: tit q- � I �rt P &e U (A 0,61A(`F A }I(fit j� cc.cy-� General description of improvements: r. ( ,� T j 1 k(�\ V.Ee`j a r-f e P1 C-C_ Owner: e- .n.. Address: \q%\ C\ Owner's interest in site o e impro ment: f'St 01FIAC'-e Fee Simple Titicholder(if other than owner): Name: f Contractor: }"l i'li 1 +� t A C -1 Address: 11I 11 tb 2 11 I Q(Q ( h� Telephone No.: �(� 4 4 Fax No: Surety(if any) Address: e..,..,,,,r of Rnnr1 Doc#2005413411,OR BK 12875 Page 1160, Telephone No: Fax No Number Pages 1 Name and address of any person making a loan for the construction of Filed& Recorded 11/09/2005 at 11:31 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Name: RECORDING$10.00 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: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER `aAly,/��� \� Q •8���j�i��� Signed: Date: /O' ���r9lsslONA Before this day E m the County of Duval,State Of Florida, as personally app ed�Je r C- G , V r/ m• Notary Public at Large,State of Florida,County of Duval. `�-- _* C) My commission expires: t9 4-�- i 1 -- ab? #DD069701 loQ� Personally Known: Y'• or �•, ••�� RdBFdIIF� $• ��\` Prodtted Identification: Page 1 of 1 111111111 IN ' Print Date: 11/9/2005 11:31:41 AM Transaction#: 752607 Receipt#: 713322 Cashier Date: 11/9/2005 Jim Fuller 11:31:04 AM Clerk Circuit Court (KPEARSON) Duval County 330 E. Bay Street Rm 103 Jacksonville, FL 32202 (904) 630-2044 Customer Information Transaction Information Payment Summary DateReceived: 11/09/2005 Source Code: BEACH Q JOHN GILMORE ROOFING INC Q Code: BEACH 11111-70 SAN JOSE BLVD Return Code: Over the Total Fees $10.00 #196 Counter Total Payments $10.00 JAX, FL 32223 Trans Type: Recording Agent Ref Num: 1 Payments (P LJ CASH $10.00 1 Recorded Items BKPG: 12875/1160 CFN:2005413411 R (N/NOTICE Date:11/9/200511:31:02 AM COMMENCEMENT From: LEVY ERIC ETAL To: COMMENCEMENT INDEXING 3 $0.00 RECORDING 1 $10.00 0 Search Items 0 Miscellaneous Items file://C:\Program Files\RecordingModule\default.htm 11/9/2005 CITY OF 4&4i'l& 1.S eazA-414 Office of Building Official REQUEST FOR INSPECTION Date �/ / J Permit No. Time A.M. Receivedl •M• e/ Job Add Locali y Owner's J�— Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing n Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READ R INSPECTION A.M Mon. O Wed. Thurs. Friday ♦ J' A.M. Inspection Made r P.M. Inspector Final Inspecti�K- cy Certificate of ❑ r4y-L � Date t PSR-3844 AOk 7898 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH 1,1 T T 00N ER I N F-;-F,14 T 1�N FEES PtTIL MATT—14-, 1, M FIN t'f T,7 T T T t F STf I ;A A ei. , f, T t, RT- 41 F+q NOTES: NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' 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. NTLANTIC BEACH BUILDING DEPARTMENT ,lip- `Aur; CF(YSTAL dMHIER COPY CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J - ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028984 Date 9/21/04 Property Address . . . . . . 1981 MIPAULA CT Tenant nbr, name . . . . . . REPLACE EXISTING WINDOWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 5636 Owner Contractor ----------- ------------- ------------------------ LEVY, ERIC & AMY WINDOW WORLD OF JACKSONVILLE 8535 BAYMEADOWS RD UNIT12 JACKSONVILLE FL 32256 (904) 477-8114 (904) 443-7001 ---------------------------------------------------------------------------- Permit . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 60 . 00 Plan Check Fee 30 . 00 Issue Date . . . . Valuation . . . . 5636 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. F IAL .�i Uyf CITY OF ATLANTIC BEACH Cc. BUILDING / ZONING DEPARTMENT Moe�FF35 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax € �:a I V ! CITY OF ATLANTIC NTIC BEG,CH E i! 7 ti� ,- PLAN REVIEW COMMENTS SEP10 Qo4 Permit Application # 04 - 2'8 9 ib4 Property Address: 1 q 8 M I P A U LA C1. Applicant: WINDOW \NORLA Of JACK50NYILLE Project: QC, 'KEPI.AC E1IG)ING WNDO\NG This pe it application has been: a *; Approved r Gev and owing items need attention: a J w Please re-submit your application when these items have been completed. Reviewed By: LA Date: �� A.. CITY OF ATLANTIC BEACH WINDOWS, SKYLIGHTS, GARAGE DOORS,HURRICANE SHUTTERS Date: S 2 00 Address: �erc Ike.-��,• L ? z-a- Job }� Owner: L cJ y t': 1'r ,K N Address: ( M: _ A.w (0. C'r Phone: gt 1 y Legal Description: Block Number:� ' ot�umber: }� Zoning District: h*'- ZS - I q L Contractor: n aa w W or (�s m p v State License Number: C.QC 1250 3 7-1 Address: S S3ig- !2 Phone: 9 0 4 - Y yS- City: 3 4cksowy,4 State: FL Zip: ZS Fax: g0t( - Kq3 - 77�f Describe proposed use and work to be done: f f eu 2x s �Inlw�.�s at ren cs w !•�. �/� .''-F �lac.�wy- •.�' �tiw�+w� S•Cr��� 1.o t -��'or- �I�I Z, Present use of land or building(s): Valuation of proposed construction: 5 to3 Is approval of Homeowner's Association or other private entity required? /-)0 If yes,please submit with this application. Required Building Data:A—(ft)a: uMean Roof Height Building Width -1 0 (ft) Building Length (3 (ft) Roof Slope 11- Window Height (ft) Window Width (ft) Window Elevation from GradeVF (ft) CITY OF AT,�NTIC' 6rACH r_,IT Measurement from corner of building to window (ft) i SEP 10 2004 Number of windows being installed F2 BY: Mean Roof Height � A\ 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/27/03 Ak Architectural Testing 16 July 2002 Mr. Marsh Fernbaugh, Director of Testing Alside, Window Company 3773 State Road Akron, Ohio 44309-1365 RE: Wood Installation of 0201 Double Hung Window, 3' 0" by 6' 0" Dear Mr. Fernbaugh: At your request, I have performed an installation fastener analyses into wood framed walls for Alside double hung windows, Model 0201. The testing of the actual windows was done under ATI project 05-30324.02. The fastener analyses provides a 3' 0" wide by 6' 0" high window with an allowable installation design wind pressure (D.P.) of+/- 55.0 psf, To provide this D.P. in a wood framed wall requires 6, #8 screws, each 0.164" in diameter. There should be 3 screws through each window jamb frame, one near the top, one at the midheight, and one near the bottom. The minimum penetration of the screws into the supporting wood framing must be 1-5/32". These results are appropriate for the size window stated in the first paragraph above, and any size smaller. The supporting wood framing can be Southern Pine, Douglas Fir, Hem-Fir, or Spruce-Pine-Fir. If there are any questions about this analyses, please advise me. Sincerely yours, ARCHITECTURAL TESTING, INC. CGw r .,_ Allen N. Reeves, P.E. Director—Engineering Services �6 2.6 : ANR:anr y v r ✓ cc: 01-41462 ZZ 05-30324.02 ti 5 3 y r �J 130 Derry Court `4 York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com i 1 2 (..t.�`� �aas�► If � 1Z'So321 (904)443.7001 Fax(904)443.7778 ( ) a 6535 Baymeadow Rd.,#,2 Toll Free 888.852.7001 Jacksonville,FL 32256 2n 1 2 3l X 4(o FILE COPY 3 k \A G �y 4 3 � qG yi z o, -� 3 4 �2- `� St YY mal 58 yq z� tv .31 � 5% N Sol d `�- I FILE COPY p �® F • r r rr • r r s r 'ir r , r Overview Product Search Organization Product Search A lication User: Public User -Not Associated with Organization- Need He_ p Application#: FL 1089 Date Submitted: 11/14/2003 Product Manufacturer: Alside,Inc.,Division of AMI Address/Phone/email: 3773 State Road Cuyahoga Falls,OH 44223 Technical Representative: Marsh Fembaugh Technical Representative 3773 State Road Address/Phone/email: Cuyahoga Falls,OH 44281 mfernbaugh@alside.com Category: Windows Subcategory: Double Hung Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Section Standard Year Building Code: 1707.4.2.1 ANSI/AAMA/NWDA 1997 1011S-2 Certification Agency: American Architectural Manufacturers Association Quality Assurance Entity: Validation Entity: Authorized Signature: Marsh Fernbaugh mfembaugh@alside.com Evaluation/Test Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Method 1 Option A http://www.floridabuilding.org/pr/pr detl.asp?IPT=1089&fm=ROSrch 9/8/2004 Florida Building Code Online Page 2 of 4 Application Status: Approved Date Validated: 11/14/2003 Page: Page 1/1 Go pp/Seq product Model#or Name Model Description Limits of Use 0201:48x78 DP30,44x77 P35,44x60 DP45,36x72 P55;0301:4807 P25,4407 DP30,44x60 P35,36x72 DP50; 401:4808 DP25,44x77 Replacement: DP30,44x6O DP40,36x72 8x78 DP30,4407 P35;0501:52x84 1089.1 0201 DP35,44x60 DP45, DP25,44x77 DP40,44x60 602 DP55; 1/8" DP45,36x72 DP45,36x60 lass DP60,52x6I "C"package P35,52x61 "C" package/tempered DP45; 8001:4407 DP30,44x60 P40;9001:4407 P35,44x60 DP50,36x60 P65 0201:4808 DP30,44x77 P35,44x60 DP45,36x72 P55;0301:4807 P25,4407 DP30,44x60 P35,36x72 DP50; 401:4808 DP25,44x77 New Construction: DP30,44x6O DP40,36x72 8x77 DP25,4407 P35;0501:52x84 1089.2 0301 DP30,44x60 DP35, DP25,44x77 DP40,44x60 602 DP50;3/32" DP45,36x72 DP45,36x60 lass DP60,52x6I "C"package P35,52x61 "C" package/tempered DP45; 001:4407 DP30,44x60 P40;9001:4407 P35,44x60 DP50,36x60 P65 0201:4808 DP30,44x77 P35,44x60 DP45,36x72 P55;0301:4807 P25,44x77 DP30,44x60 P35,36x72 DP50; 401:4808 DP25,44x77 Replacement: DP30,44x6O DP40,36x72 8x78 DP25,4407 P35;0501:52x84 1089.3 01 DP30,44x60 DP40, DP25,44x77 DP40,44x60 602 DP35; 1/8" DP45,36x72 DP45,36x60 lass DP60,52x6I "C"package P35,52x61 "C" package/tempered DP45; 001:4407 DP30,44x60 P40;9001:4407 P35,44x60 DP50,36x60 P65 http://www.floridabuilding.org/pr/pr_detl.asp?IPT=1089&f n=ROSreh 9/8/2004 0201:4808 DP30,44x77 P35,44x60 DP45,36x72 P55;0301:4807 P25,44x77 DP30,44x60 P35,36x72 DP50; 01:4808 DP25,44x77 Replacement: DP30,44x6O DP40,36x72 2x84 DP25,4407 P35;0501:52x84 1089.4 501 DP40,44x60 DP45, DP25,44x77 DP40,44x60 602 DP45,36x60 DP45,36x72 DP45,36x60 P60; 1/8"glass DP60,52x6l "C"package P35,52x61 "C" package/tempered DP45; 8001:4407 DP30,44x60 P40;9001:44x77 P35,44x60 DP50,36x60 P65 0201:4808 DP30,44x77 P35,44x60 DP45,36x72 P55;0301:4807 P25,44x77 DP30,44x60 P35,36x72 DP50; 401:4808 DP25,44x77 Replacement: DP30,44x6O DP40,36x72 2x61 DP35; 1/8" P35;0501:52x84 1089.5 0501 glass,3 cam DP25,44x77 DP40,44x60 ocks/keepers,"DP" DP45,36x72 DP45,36x60 tilt latch w/"H Key" DP60,52x6l "C"package P35,52x61 "C" package/tempered DP45; 8001:4407 DP30,44x60 P40;9001:4407 P35,44x60 DP50,36x60 P65 0201:48x78 DP30,44x77 P35,44x60 DP45,36x72 P55;0301:48x77 P25,44x77 DP30,44x60 P35,36x72 DP50; Replacement: 401:4808 DP25,44x77 2x61 DP45; 1/8" P30,44x60 DP40,36x72 empered glass,3 P35;0501:52x84 1089.6 501 am locks/keepers, P25,44x77 DP40,44x60 "DP"tilt latch w/"HP45,3602 DP45,36x60 ey„ rP60,52x6l "C"package P35,52x61 "C" package/tempered DP45; 8001:4407 DP30,44x60 P40;9001:44x77 P35,44x60 DP50,36x60 P65 0201:4808 DP30,44x77 P35,44x60 DP45,36x72 P55;0301:4807 P25,44x77 DP30,44x60 1089.7 001 P35,36x72 DP50; 401:4808 DP25,44x77 P30,44x60 DP40,36x72 Replacement: P35;0501:52x84 4x77 DP30,44x60 PP25,44x77 DP40,44x60 http://www.floridabuilding.org/pr/pr detl.asp?IPT=1089&ftn=ROSrch 9/8/2004 Florida Building Code Online Page 4 of 4 P40;3/32"glass IDP45,36x72 DP45,36x60 P60,52x61 "C"package P35,52x61 "C" ackage/tempered DP45; 8001:44x77 DP30,44x60 P40;9001:4407 P35,44x60 DP50,36x60 P65 0201:4808 DP30,44x77 P35,44x60 DP45,36x72 P55;0301:4807 P25,44x77 DP30,44x60 P35,36x72 DP50; 01:4808 DP25,44x77 Replacement: P30,44x60 DP40,36x72 07 DP35,44x60 P35;0501:52x84 1089.8 001 P50,36x60 DP65; P25,44x77 DP40,44x60 P45,36x72 DP45,36x60 /32 glass P60,52x61 "C"package P35,52x61 "C" ackage/tempered DP45; 001:44x77 DP30,44x60 P40;9001:44x77 P35,44x60 DP50,36x60 IP65 Next Coyright_and._Disclaimer_; 02000 The State of Florida. MEW All rights reserved. http://www.floridabuilding.org/pr/pr_detl.asp?IPT=1089&fm=ROSrch 9/8/2004 FILE COPY A - ECTIQN B win .A 44 • 'v SHIM (MAX) MASONRY FRAMIN Tapcon Anchor NOTES With Minimum of 1-1/4' 1. (2) 3/16' DIA, TAPCONS PER JAMB, 3' FROM Penetration In to Concrete EACH, AND (3) IN THE HEAD, 121 FROM EACH Framing (Typical) END AND ONE NEAR THE MIDSPAN <7 TOTAL). SELECT < SCREW LENGTH SUCH THAT A MINIMUM EMBEDMENT I OF 1-1/4' IS ACHIEVED INTO THE MASONRY FRAMING. Z 0j' TAPCON 2. INSTALL TAPCON ANCHORS ACCORDING TO M ANCHOR TAPCON INSTALLATION INSTRUCTIONS. 3. SEAL INTERIOR AND EXTERIOR PERIMETERS COO WITH SILICONE CAULKING. 4. MASONRY FRAMING SHOULD BE CONCRETE, MASONRY BLOCK, OR LIGHTWEIGHT MASONRY BLOCK, APPROVED Joseph A. Reed CITY OF ATLANTIC BEACH 130 Derry Ct BUILDING OFFICEYork, PA 17402 FILE COPY FL PE #589g0 EXTERIOR ELEYATION SEP 0 2004 z4t3 ?c BY: ALLOWABLE DESIGN • 4 Model 0970 WIND LOAD (D.P.) I ATI TEST REPORT # 61-01 X 4'-0' 40.0 psf 05-30442.01 FILE COPY "ZMECT NaPROJECT N*'E' MAWM 0970 FIXED WINDOW4/29/ ALSIDE INC. MASONRY INSTALLATION DRAWING PLE I AL Architectural Testing 16 July 2002 Mr. Marsh Fernbaugh, Director of Testing Alside, Window Company 3773 State Road Akron, Ohio 44309-1365 RE: Wood Installation of 0201 Double Hung Window, 3' 8" by 615" Dear Mr. Fernbaugh: At your request, I have performed an installation fastener analyses into wood framed walls for Alside double hung windows, Model 0201. The testing of the actual windows was done under ATI project 05-30324.02. The fastener analyses provides a 3' 8" wide by 6' 5" high window with an allowable installation design wind pressure (D.P.) of+/- 35.0 psf. To provide this D.P. in a wood framed wall requires 6, #8 screws, each 0.164" in diameter. There should be 3 screws through each window jamb frame, one near the top, one at the midheight, and one near the bottom. The minimum penetration of the screws into the supporting wood framing must be 1-5/32". These results are appropriate for the size window stated in the first paragraph above, and any size smaller. The supporting wood framing can be Southern Pine, Douglas Fir, Hem-Fir, or Spruce-Pine-Fir. If there are any questions about this analyses, please advise me. Sincerely yours, ARCHITECTURAL TESTING, INC. Allen N. Reeves, P.E. Director—Engineering Services :zoo z.. ANR:am cc: 01-41462 05-30324.02 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com I Ak Architectural Testing 16 July 2002 Mr. Marsh Fernbaugh, Director of Testing Alside, Window Company 3773 State Road Akron, Ohio 44309-1365 RE: Wood Installation of 0201 Double Hung Window, 3' 8" by 6' 5" Dear Mr. Fernbaugh: At your request, I have performed an installation fastener analyses into wood framed walls for Alside double hung windows, Model 0201. The testing of the actual windows was done under ATI project 05-30324.02. The fastener analyses provides a 3' 8" wide by 6' 5" high window with an allowable installation design wind pressure (D.P.) of+/- 35.0 psf. To provide this D.P. in a wood framed wall requires 6, #8 screws, each 0.164" in diameter. There should be 3 screws through each window jamb frame, one near the top, one at the midheight, and one near the bottom. The minimum penetration of the screws into the supporting wood framing must be 1-5/32". These results are appropriate for the size window stated in the first paragraph above, and any size smaller. The supporting wood framing can be Southern Pine, Douglas Fir, Hem-Fir, or Spruce-Pine-Fir. If there are any questions about this analyses, please advise me. Sincerely yours, ARCHITECTURAL TESTING, INC. Allen N. Reeves, P.E. Director—Engineering Services �6 2oa -2- ANR:am cc: 01-41462 05-30324.02 = 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com 4 78 DOART'MENT'OF BU140tNK3 CI t OF AtLAWTIC SlAd Y PERMIT ,INFORMATION ... . . _. _ �».�..„-.. LOCATION INFORMATION '%0 i t Number: 7� fl Address 1981 M.;PAULA,:COURT -Pekhlit Type I FENCE AT4"_T.IC EEA R. FLORIDA 32233 icr : NEW * LEO, ----__-- Ar. Type:� WOOD 'FRAME Lot . 1� Elock:` section: F P.1 0 ec U $INOLE P LY '' w b t tRC: 0? rel3 ix : 1 Cade: O Subdivision: S,9LVA NORTEK UNIT :I imaited Value: 63 .t1{? Improv. Cca t: SCSw�J Total 020»00 At Iraun 10.00 Oe. " /2 % 4 i ices UR FOOT FENCE PEI,: PLAAt5 i �. �.....�.�.. ION APPLICATION�. .. �. -�-- APPLICATION 'F"I:EB ----- Na ` ` , �. PERMIT $10.00 r P;ddr A COURT WA'I" R IMPACT FEE 000 Fi► FLOR DA � IMPACT ER RADON OAS-R.R. S. $0.00 4 RORMATI ------ RADONC1 $ sit Q »94 Narlte, P ER CAPITAL IMPROVE. 00100 ` NYDRAULI W WHARE $0,100 1 Lx erase Type: 1 CROSI§ CONNECTION, � so 'o EFS,N IMPACT. PEE,, . 1 4' rCl fy NOTICE—ALL CE?NCR4TE FORMS AND FOOTINGS MUST BE INSPECTEO BEFOtiE.POUlRING j l PERMIT VOIO.SIX MONTHS AFTER''DATE DT jsSUE I BUI1.01.lsla MATERIAL RUBBISH AND'DEARIS FROM THIS WORK MUST NOT BE PLPACEANO ACED tN PUBLtC S , MUST BE +C.t:fwARED UP,AN4 HAULED AWAY BYEITHER CONTRACTOR OR OWNER } -c_ " AILURE TO CiJ11A.PLY WITH THE MECHANICS' L:AVw CAN RESULT N TSE PROPEATY TY 'Ili rlER PAYING TWIG FOR bUlL.01NG 111 PROV9MENTS.�� � r IS$t1ED ACCORDING TO APPROVED PLANS,WHICH ARE PART OF ,THIS PERMIT AN'O SUBJFCT TORE-VOCATION .FCtR VIO#.ATION OF APPLICABLE PROVISIONS OF LAW. ATL , TI EACH BUILDING DEPARTMENT CMAL f, DA*j 2/,J /94 10 Itet1 gy r Teal P tt :Ott .� Y APPLICATION FOR FENCE PERMIT Owners name__L,�---------�--�- -----------Phone �(5 73 � 'nn Job Address_�� �_ V-' l_ C� � . Lot__� _Hlock and/or Unit !__ C' N ____Subdivision____________� Contractor if different from owner_ �_ "F�LAC-, Ca ----------------------------------------------------------�---�---- Valuation of fence !_� Corner or interior lot_ Typeconstruction____ ___________________ Show location and height of fence as well as location of street(s). Owner signature , 9 ----- -- -- --- - -------------Dater �� C Contractor signature---------------------------------Date MAP SHOWING SURVEY OF LOT 15, SELVA NORTE' UNIT ONE, AS RECORDED IN PLAT BOOK 39 , PAGES 94 , 94A AND 94B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. L7 GoT 24, I 4o7 77 lip 331 c_01; srcis , bo,. .00.ecv a 4P.7' 1) �V i- STORY 4 14 CIA IAJ � . o��E. '. C, , ft' l.Pt.s MS.94('1W1'l �' vR7' 50,A101 ILE,VATIONS SHOWN THUS (6.9) REFER TO A3 pNa�7 J? NA'T'IONAL GEODE`T'IC Vh2TICAL DATUM TN/S /S A Eft[/ic/OA.4y S!/RVEy. .4EG'.�/EC.�Ec� SEPTE�1BEf?/7, 1985 ".b ZkMeO.wr .4EST.Q�CTion/e-4V.6- .By'.oL47- REVISED AUGUST 1, 1986.10 SHOW Tt1/i PRUPERTy G iE5 /.�/Ft[xJO 2t�. /E 'B." ELEVATIONS [-�N/C.! /✓ BET�t/EE�/ TRIG` �O.A�/O SC17 YE.oQ /•�lG.•I�"��Clp ✓t/�.j�;?, /986 To r3.ei.��j �y}i� FcvoU .4.PEAS� 5tlR�.�y t/r'7t� pejE To.•/�K!��i✓o .o.NF.�/Geon/NOMI'/'!/rvt�iN�, c..•//c��o 77T�E/r�5di�swc'�co. 1 hereby certify that this survey meets the minimum technical standards as set forth by the Florida Board of Land Surveyors,pursuant N. A. DU�DEH to Section 472.Op Florida Statutes & ASSOCIATESINC. ' LAND ura�so wwvsro« 41rJa�. SURVEYORS -ter " r/."�• y,- E.�o Pat on Box 60670 SIGNED--- � 7 SodT�T�•zo STI�r/ JackAW"le Beach,Florida 32260 SCALE: THIS SURVEY NOT VALID UNLESS THIS PRINT Is EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. 30 o-/5990 - 204,(5 INSPECTION LOG Owl- JOB ADDRESS / /rel r/ j'), CONTRACTOROWNER l z' , t BUILDING PERMIT ELECT PLUMBING PERMIT TEMPORARY POLE PERMIT MECHANICAL PERMIT MISCELLANEOUS PERMIT FLOOD ZONE DATE SURVEY FILED Called-In Approved J.E.A. Temp Pole 3 Footing Slab Framing Plumbing (R) Electrical (R) Mechanical Fireplace Top out Other Electrical (F) FINAL INSPECTION Certificate of Occupancy Issued C0121ENTS : CITY OF 4&4a4-C /3eccli-�,Gvtilc Office of Building Official REQUEST FOR INSPECTION Date . Permit No. Time A.M. Received l P.M. District No.. Job AddressV Locality Owner's Name Contractor BUILDING PLASTERING ELECTRICAL PLUMBING HEATING Foundation ..,.❑ Wire ........:.Q Rough Wiring ..p Rough ........Q Rough ........❑ Chimney ......❑ Lath ..........❑ Finish Wiring ..Q Final .........❑ Final Q Framing .......Q Scratch ......,Q Fixtures Final ..........Q Brown Q Motors .......Q Sewers ........Q Water Heater ..❑ ........ ........p,Gas ..........Q Footing .......❑ Finish ..,.....,❑ Temp-Pole .....�} Cess ooI Slab ....Q Wallboard .....Q Final Inspection. Top-out .......p Lintel Beam ...❑ Water .........❑ READY FOR INSPECTION A.M. Mon. Tues. ed. + Thurs. Fri. P.M. A.M. Inspection Made P.M. Inspector L� MAP SHOWING SURVEY OF LOT 15, SELVA NORTE' UNIT ONE, AS RECORDED IN PLAT BOOK 39 , PAGES 94 , 94A AND 94B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. Lam_ LoT 2G ( GoT 27 _ __ __ -.._ .. �.....,... -.; .� -.)Y•�—_�- r /�� ) � :opo�.,�o,,, A� � �^• vl�A/SAGE SEA NJENT 8Y PGAT N -,' N aT� coNC (•, JTZ 1 V• lei i.o `j•3' ,4// h 04.4 r m ) � :�� AA�RQ eov o V 35,4'4.. �R2h cN �o 30.00. cot1,?T ELEVATIONS SHOWN THUS (6.9) REFER TO ASf,Nv`T R NATIONAL GEODETIC VERTICAL DATUM 7"<//S /S A QX/�c/OA.4y S[/R�/Ey. REC.�/EC/�EO PTE^-1BER/7/51e5 TZ7 .S/'!o!-v F(.�4�G�SU•4y ,tet' .0y.oc47- TN/✓ PROPERTY L/E5 //✓F�GL70 ZO^/E f3;' TIONS <, a✓N/C.'! /S pd A^/O SGCi YEA.P FGaoU .4.PE.gS' 1 hereby certify that this survey meets the minimum technical standards as set forth by the Florida Board of Land Surveyors, pursuant N. A. DU�DEH to Section 472.07 Florida Statutes. Y, & ASSOCIATESfNC. LAND ursaso aunvavoa -1/i7 rue SURVEYORS Poet Office Box 60670 SIGNED 630 Beech Boulevard �. G Jackamrvllle Beach,Fiodda 32260 SCALE: THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. �. CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT ��I� i/L(/4�► �v.� 14� v sS DATE OWNER'S NAME NEW TYPE OF BUILDING REPIPE RESIDENTIAL LOCATION ADDITION COMMERCIAL PLUMBING FIRM .j G,1f- ADDRESS ,?(54 �J 31 -57F S,4k4 6 I MASTER PLUMBER fffZAjoLb 6-, 8j',vNE7-( please print CITY/COUNTY OCCUPATIONAL LICENSE NO. STATE CERTIFICATE NO. Q- P CA 7-1�l BUILDER OR CONTRACTOR ��'���� �'" /cf ems ---- ------ ----- gg --------- -y------ ---- ------- ----- ------ - SINKS 3 I;AVATORY------¢- BATH- --------- --------- TUBS URINALS FLOOR-DRAINS------------ �- CLOSETS SHOWERS WATER HEATERS DISHWASHERS DISPOSALS -- fart/ WASHING MACHINE f OTHER ' TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION �4 OF THE SOUTHERN STANDARD PLUMBING CODE. SIGNATURE OF MASTER PLUMBER FIXTURE UNIT BREAKDOWN FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. SEC. 27-3 (c) BATHROOM GROUP CONSISTING OF BATHTUB (W/OR W/O OVER SHOWER STALL, WATER CLOSET, LAVATORY & BATH HEAD SHOWER) (2 UNITS) DOMESTIC (2 UN TUB OR SHOWER STALL (6 UNITS) BIDGET (3 UNITS) LAUNDRY TRAY COMBINATION SINK & TRAY (2 UNITS) (3 UNITS) DENTAL LAVATORY (1 UNIT) KITCHEN SINK CONBINATION SINK & TRAY W/ DENTAL UNIT OR CUSPI- (2 UNITS) FOOD DIS. (4 UNITS) DOR (1 UNIT) KITCHEN SINK W DRINKING FOUNTAIN (;I UNIT) DISHWASHER (2 UNITS) WASTE GRINDER FLOOR DRAINS (1 UNIT) LAVATORY (1 UNIT) LAVATORY, BARE LAVATORY, SURGEONS (2 UNITS) SHOWERS GROUP PER HEAD BEAUTY PARLOR _ SURGEONS SINK (3 UNITS) (3 UNITS) (2 UNITS) FLUSHING RIM SINK (8 UNITS) _ SERVICE SINK TRAP POT, SCULLERY URINAL, PEDESTAL, SYPHON JET STAND (3 UNITS) SINK (4 UNITS) BLOWOUT (8 UNITS) URINAL, WALL LIP URINAL STALL, (4 UNITS) WASHOUT (4 UNI URINAL TROUGH EACH 2' WASHING MACHINE RES. WASH SINK EA SECTION (2 UNITS) (3 UNITS) OF FAUCETS WATER CLOSETS, TANK- WATER CLOSETS, VALVE (2 UNITS) OPERATED (4 UNITS) OPERATED (8 UNITS) TOTAL FIXTURE UNITS i ` DEPARTMENT OF BUILDING /ham R (qJ CITY OF ATLANTIC BEACH,FLORIDA PERMITNO•v v r PERMIT TO BUILD 52*0 T ��.01?CK7 THIS PERMIT MUST BE POSTED ON JOB b:17L 1 A P/1 sP/S} Date Jum 28 1985t3694 or)GCAC 98 t3694or)GCAC G370 1 A 0/1 P/B Valuation$ EJ-1-MING Fee$ 52.00 1000 This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that ATLANTIC COAST FLU 4BIM has permission to Mid Rj'TAT 7• P'UMBIX Classification E&SII E TTIAT. Zone Owned by HARMAN BUILDERS Lot Block S/D House No. 1981 KTAUA COURT According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 01 4 is O Building material, rubbish and debris ii from this work must not be placed in public space, and must be cleared up hauled away by either con- if'ira or 'owner.. j Building Official. r FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER i 1 DEPARTMENT OF BUILDING (�`O Q (� CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. V Q Jy PERMIT TO BUILD THIS PERfMIT MUST BE POSTED ON JOB 2S June 85 Date � 19 Valuation$ 80;239.25 Fee$ 297.75 12` .7 5 CriT 4'971 i 7/C^/8 This permit not valid until above fee has been paid to City Treasurer,and is 6 9 r, 9 QUCAC y subject to revocation for violation of applicable provisions of law. P 9 7 ! q 7/n2/t ° HARTMN BUMEM, Inc This is to certify that 1644 Park Terrace West has permission to build. Single Family Home as per plans subrdtted residential Zone Rel Classification - - Owned by Hardmm Builders, Inc. Lot 15 Block Unit I S/D Selva Norte l House No. 1981 MMAMA COURT I I According to approved plans which are part of this permit _ NOTICE—ALL CONCRETE FORMS tp = AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS -n AFTER DATE OF ISSUE 4 01 �� O Building material,rubbish and debris Z� from this work must not be placed in public space, and must be cleared up uled away by either con- or ac or owner. ' i Building Official. I FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER AM* PiECHANICAL PERMIT# DDRESS PLUMBING PERMIT BUILDING PERMIT WORKSHEET ELECTRIC PERMIT ^� TEMPORARY ELECT. � Bated Square Footage / 74� @ $ per sq ft = $ r1oZa .s� arage/Shed �1 @ $ A• oa per sq f t = $ j, � •�° arport @ $ per sq ft = $ 'orches / � @ $ nsf per sq ft = $ i, 130 , ,eck '?o per sq ft = $ &6. 00, atio @ $ per sq ft = $ TOTAL VALUATION $ rol • a 5i, 6, 939. otal Valuation Data 1st $ 5-o, 600 emainder Valuation @ $ -9- .00 per thousand or portion thereof TOTAL BUILDING FEE $ + k FILING FEE $ 917t, a� FIREPLACE @15 .00 $ / 6- , ° TOTAL. BUILDING PERMIT $ �F7, ------------------------------------------------------------------------------- LUMBING PERMIT FEE$ MECHANICAL PERMIT FEE$ LECT. TEI- PORARY $ ELECTRICAL PERMIT $ ATER METER SIZE $ ACCOUNT NUMBER EWER IMPACT FEE $ ATER CONNECTION $ (@10. 00 per fixture unit) �S ?PROVED BY: TOTAL BUILDING/PLAN FILING FEE $ a7 7 TOTAL WATER METER CHARGE $ 1/Lr ,o oa TOTAL SEWER IMPACT FEES $ & ,3 , r`{cCii TOTAL WATER CONNECTION CHARGE $ a.- IQ _ - MISCELLANEOUS CHARGES $ 7 GRAND TOTAL DUE: $ w CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT Owner f./Ae� �yi�o�Q,r /✓e, Address 14,1V 1e !S Architect Address Phone ✓ Contractor A4RVm,,gfV pLo2s. ln/Ci Address ✓ Phone License Number c ,p,t _ cog!"g Expiration Date 4 - S7 Lot # /S- Block # Udjj / Subdivision- _X ,g�rs Zoning -i Street ,;� , /a, C ,w4r Between and side Valuation $ JS" Purpose of Building 065; Type Cons t. Dimensions : Building A4 x 1,3_ 6 Lot S1 X /ala Sz .Footings Sz. Piers 8 x /G Sz. Sills 2 x /Z. Greatest Span Sills /0 ` Sz. Ceiling Joists Tuss Distance on Centers 2q" Greatest Span .3/ ' Sz.Floor Joists 2 xo Distance on Centers /G Greatest Span 2,61 Sz. Raf ters -Izuss Distance on Centers :z q Greatest Span 3l ` Heating 11,P Solid-Filled Ground Roof Flood Zone If located within a FLOOD HAZARD ZONE fill out reverse of this application. Inspections Required: 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns/lintel. 3. When steel is in place and ready to pour beam. 4. When framing , mechanical, rough plumbing and fire place is completed and ready to cover up . 5. Rough electrical. 6. Final inspection. In case of rejection, reinspection MUST be called SETBACKS for after corrections are made. In consideration of permit given for doing Rear Lot Vine the work as describzd 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 a. a. in accordance with the building �t � s m m of the City of Atlantic Beach i'. <<4 B/-EACH o 0 O Y'I'I c E: rt rt r r .'H 2 F; 1085 H. O FJ- Signature OWN Signature B L Rte-" Front Lot Line FLOODPLAIN DEVELOPMENT INFORMATION Type of Development : New Building Alterations to Existing Building Flood Zone Required Floor Elevation Actual (as built)Lowest Floor Elevation If located within a flood hazard zone (zone A) a survey mustbe made after the slab has been poured, certifying that the "lowest floor elevati6`H`is­equal to or above the base flood elevation established for that zone. No Final Inspection will be made and No Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS Applicant acknowledgement : I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been: or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances effecting the proposed developemnt. Date Applicant ' s Signature ----------------------------------------------------------------------- Department Use Survey filed with the Building Department on Certified Lowest Floor Elevation Required Lowest Floor Elevation Building Department Representative PLUMBING WORKSHEET SINKS SHOWERS DISHWASHERS CLOSETS BATH TUBS FLOOR DRAINS / WASHING MACHINE WATER HEATERS DISPOSALS , LAVATORY URINALS OTHER TOTAL FIXTURE COUNT / 72 FIXTURE UNIT BREAKDOWN FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT $10.00 PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF LAVATORY (1 UNIT) WATER CLOSET, LAVATORY, AND BATH TUB OR SHOWER STALL SERVICE SINK TRAP STAND (6 UNITS) (3 UNITS) DRINKING FOUNTAIN (11 UNIT) URINAL, WALL LIP (4 UNITS) FLOOR DRAIN Cl UNIT) WASHING MACHINE RES. URINAL, PEDESTAL, SYPHON (3 UNITS) JET BLOWOUT (B UNITS) WATER CLOSETS, VALVE OPERATED WATER CLOSETS, TANK—OPERATED (8 UNITS) OUNITS) SHOWER STALL, DO'�ESTIC BATHTUB (W/OR W/O OVERHEAD (2 UNITS) SHOWER) (2UNITS) — LAUNDRY TRAY BIDGET (3 UNITS) (2 UNITS) DISHWASHER (2 UNITS) KITCHEN SINK (2 UNITS) KITCHEN SINK/WASTE GRINDER (3 UNITS) c ( aE� TOTAL FIXTURE UNITS @ $10.-00 EACH �� 7J�p'�-"���� i i i Of f a � c.W-� ' s tPAULA CowQ:T .�EGr�� J►�u,c rE' CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD ar ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 J t Application Number . . . . . 05-00031775 Date 12/09/05 Property Address . . . . . . 1981 MIPAULA CT Tenant nbr, name . . . . . . REMODEL KITCHEN Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 6056 Owner Contractor ------------------------ ------------------------ LEVY KENDALE, INC. 1981 MIPAULA COURT 4501 BEVERLY AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32210 (904) 384-8611 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 115 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 6056 Free summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 115 . 00 115 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 115 . 00 115 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUIL G OFFICIAL CITY OF ATLANTIC BEACH Cc: BUILDING /ZONING DEPARTMENT L. Hi in` 1� r 800 Seminole Road oerr Atlantic Beach,Florida 32233 - � (90 )4 247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # �� 777� Property Address: / 191 -)7) A, Applicant: Project: 2rnad L / /Tec f-71 This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: t- - Date: Date Contractor Notified: �i- City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATE -27 CJ. JOB ADDRESS t R S 1 rh i s (,t I Cot&r t APPLICANT FV-10 d- ADDRESS 1�t $1 YY1 D G tA_!CA G+- r 4-{a r � Oem Lf-Q 3�- S�i v No r+e ft f a e LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER IS ZONING DISTRICT CONTRACTOR 1 e- G y-� S Q �Ke-✓►eA L,> S l3 0S�ATE LICENSE NUMBER CC-G-,o 4 S ADDRESS L-S©1 &e_t}2.rI� A',fe-V1(A e- PHONE R o 4- 33$4- 8(01 CITY Sa c4k 5 0r1 Y i (�°� STATE F4-- ZIP � .a_(V FAX 9014 - 3 8 8 7 co4 (, DESCRIBE PROPOSED USE AND WORK TO BE DONE K t"I"C_ l e.,g K e-vyl©c� PRESENT USE OF LAND OR BUILDINGSG1 E- VALUATION OF PROPOSED CONSTRUCTION Is this an addition? (n p If yes,what are the dimensions of the added space: el 2%. feet by fe t Will the added area be heated and cooled? P) 4a New electrical or increase in service? New plumbing fixtures?X a_,;i New fireplace? Vtct::7 New heating/air conditioning? 11 C> Is approval or Homeowner's Association or other private entity required? 'i Zs — If yes,please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MA_TFRIAL? NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/19/02 STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach,FL 32233 Telephone:(904)247-5826 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. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNE LDATE I 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 WELL 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 A DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME Mc,--r e,a(4-h I/o k—eI/t C)c &t(' 1<3 MAILING ADDRESS L( 5 0 ( 4�qe Vl,e.. FL ( O PHONE 3 g i 4""$1p_( ( FAX 3 9%—-7 co 4 Co E-MAIL rn h �P1 e S a LC-lrtG� SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE AS TO O7R= Personally known FREVATT ❑ Produced identification ION#DD379547 Type of identification produced amary 05,2009y Discoot/woo Co. AS TO CONTRACTOR: personally known ❑ Produced identification Type of identification produced e-yp% LORI M.PREVATT MY COMMISSION#DD379547 ve EXPIRES:January 05,2009 1400.3-NOTARY FI.Notary Diuwnt Anon Co. 6/18/02 WATER IMPACT FEE WORKSHEET ADDRESS: 6-T DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet,lavatory, Bidet, and bathtub or shower 6 Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 i Drinking fountaiMcemaker Floor drains 2 Hose bib 1 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray(1 or 2 compartments) 2 Lavatory 1 Shower compartment,domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple)each set of faucets 2 Water closet,flushometer tank, public or private 4 Water closet,private installation - 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= 0-_-) MULTIPLIED X 20 c O TOTALS o. ' Doc#2005446643,OR BK 12931 Page 613, Number Pages. 1 Filed&Recorded 12!07/2005 at 03:13 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10,00 Return to: Kendale, Inc. 4501 Beverly Avenue Jacksonville, FL 32210 NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF DUVAL The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with section 713 Florida Statutes, the following information is provided in this notice of commencement. 1. Description of real property to be improved (legal description and address, if available): 1 / J It 1 ✓ 2. General description of improvements: 4 I+-C� 3. Owner Information: ,�} - _ ct (a) Name and Address: (�I Ci °f" �'V►'►�z u V I c o ( I 10 -C(,4 (c,"- C- �4 an�,I G ���� -- 3 a a 3 (b) Owner's interest in the site of the improvements(if other than fee simple title holder): (c) Name and Address of fee simple title holder(if other than owner): 1 � ; Y p J 4. Contractor: Name and Address: (<e V%d (Pi t ©CA a IA\ _ 4501 Beverly Ave Jacksonville FL 32210 5. Surety on any payment bond: (a) Name and Address: (b) Amount of bond $ 6. Name of any lender making a loan for the construction of the improvements: 7. Persons within the State of Florida designated by owner upon whom notices may be served as provided by Section 713.13(1)(a)7, Florida Statutes (Name and Address): 8. In addition to himself, owner designates the following person to receive a copy of the lienor's notice as provided /I 1 in Section 713.13(1)(b), Florida Statute(Name, Bank and Address): �J 9. This notice of commencement shall expire one year from the date of recording. (CWNcR) The foregoing was sworn to and subscribed before me this 0t`h day of 4?C-erV l:;1,2 r)Qb5 Aryiq S jcl Who is personally known to me, or Inas-p�� as identif ation. M.PgEVATT �� MY OM MISSION#DD3"19511 Notary Public, tate of Florida f EXpIRES:January05,2009 Print Name: ��",\ M �rf-0 d Discou�tAcsa'CO- My Commission Expires: e D ��3 NOTARY FI.NoteY CITY OF ATLANTIC BEACH, FLORIDA Aovrowa ay APPLICATION FOR 'ELECTRICAL PERMIT r 1/2 HE CHIEF ELECTRICAL INSPECTOR: DATE: I RTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE REBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, HIGH ARE A PART HEREOF, AND IN=ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ti LANTIC BEACH ORDINANCES. oop rneo ooqlra E RICAL FIRMASTERU154TRICIAN E ADDRESS: RfD BOX DG.SIZE BETWEEN: S.( APT.( ! COMM.( ) PUBLIC( ) INDUS. ( 1 NEW` LD( ! REW.1 ) COITION( ! -TRAILER ( ! TEMP.( ! SIGNS ( ) 1_SO:FT. a. SERVICE: NEW INCREASE( 1 REPAIR ( ! FEE OR I3I441 AMPS C)0 COPPER ALUM. TCH OR`RR KE PH W J41VOLT ACEWAY IST,SERV.SIZE AIM'S, PH W VOLT RACEWAY . EDERS ice. SIZE IND. SIZE NO. SIZE' GHTING OUTLETS CONCEALED OPEN TOTAL CEPTACLES CONCEALED OPEN TOTAL 0-a0 AMPS.' 91.100 AMPS. mcross ' 1 ANDESCENT.,,. U�IESGENT , M.V. S?•100� MPs. cum � E� BELL TRANSF. y `' �.,.Ii4TttG H.Pt RATING ., h fIP MC TCfR, OTHER MOTORS _ AMPS- EIL W MT: KW-HEAT, c 0-1: OVER ORS ; H.P. VOLTAGE P NO. I N.P. VOLTAGE � PHS e � � = HS� , CSCE LANE ; RANSFORMERS: UNDER 600 V. OVER 600 V. NO. XVA I NO. lKVA .NEON TRANIM NO, VA. MA MOTOR SIZE SWITCH FLASHER Cts-SIGN FORWARDED TOTAL FEES m r� CITY OF ATLANTIC BEACH, FLORIDA Aivro"d by APPLICATION FOR ',ELECTRICAL PERMIT *'D THE CHIEF ELECTRICAL INSPECTOR: DATE: 14 r'3 411PORTANT NOTICE: IN CO:NSIDkRATION OF PERMIT GIVEN FOR DOING THE WORKAS DESCRIBED IN THE FOLLOWING, WE EREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, HIGH ARE A PART HEREOF, AND IN-'ACCORDANCE WITH THE ELECTRICAL. REGULATIONS, CODES AND CITY OF TLANTIC BEACH ORDINANCES. mkz:-- aa3 �ECTR[OkL,FIRM: ER lE`LECT4kICI6N,SIGh%nRj i; E4hQC`�yctr+.. ADDRESS: g L � G RFD BOX DQ.SIZE BETWEEN: S.'1 APT.t ) COMM.{ I PUBLIC{ I INDUS.{ # NEW(W OLD( I REW.{ I TION f # TRAILER t 1' TEMP.I I SIGNS ( I SO.FT. SERVICIL: ` NEW(Lr INCREASE t I REPAIR t I FEE p. OR AMPS,. 9,00 COPPER I ALUM. TCH OR BR KER Z4: CQ AM PH W 23D V T RACEWAY IST.SERV. AMPS PH W VOLT f RACEWAY EDERS NO. SIZE N0. SIZE NO. SIZE 4 GHTING OUT! TS _CONCEALED OPEN TOTAL EPTACLE8 CONCEALED, OPEN TOTAL 0.30 AMPS. 31.100 AMPS. WITCH E : ... DL=NT; RESCENT&m.V. OE , BELL TRANSF. I~I.P.ltTlliG N.L.RATING �s"' COMP.MOTOR IS I`IotER Mt?Tt3RS ' litNBAT: , KW-HEAT } tR1OVA TORS H.P. VOLTAGE PHS 140. 1 K.P. VOLTAGE PMS 77 ELLANEOU RANSFORMERS:' UNDER OW V. OVER 600 V. NO. KVA N0: lKVA . j ___ NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHE CH SIGN FORWARDED $ TOTAL FEES E. MAP SHOWING SURVEY OF LOT 15, SELVA NORTE' UNIT ONE, AS RECORDED IN PLAT BOOK 39, PAGES 94 , 94A AND 94B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. y� I LoT Z(. LoT 27 //.Les�•.YiT/1 - �► i7 T _-- N SO" c7.?A/r�LK� EASEMENT BY PLAT M M W C1 0 Q m w M-Usov.�Y Z ¢ � , �o uNaa T/o/✓ ozOeAr � � � � � .�.4o�oss•o � " /toot EEE✓ j 7.0 o 14 N /4. `ti/ o p. ��A E , 35. 4••µ/ cot/RT 7,�,i/.S .•.S A QX/•t/OA.Qy SU.QciEy �7 tvllC//LO.ttit3 RESTi4K'j/�i�/G/�t/E.ByPG4T N/CH /5E TwEEN TJ�,1E iCJO NO�cx=) YE.AQ FGooO AQE.4S� I hereby Certify that this survey meets the minimum technical standards as set forth by the Florida Board of Land Surveyors,pursuant H. A. DUODEH to Section 472.07 Florida Statutes. Zj & ASSOCIATESINC. LAND ej�euee�so wwaow 9(�7 . SURVEYORS {/ Poet olll"Boe 60070 SIGNED uo Beech Boulev0d JeduonvNe Beech,FloAde 32260 SCALE: THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. 15500 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 82299 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT Applicant to complete all items in sections 1, 11, 111, and IV. L ATION Street Address: O intersecting Streets: Between And BYILDING 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 attac�d plans and specifications which are a ,part hereof and in accordance with the City of Jacksonville ordinances and standards of`good-practice,listed therein. Nana of MechanicalContraContractors C tractor (Print')of Prglperty Owner S' atur� of Owner ( Signature of orwthorrud Agent *A,_ /t�``�.- Architect or Engineer FA, GENERAL INFORMATION Typeof heating foal: B. IS OTHER CONSTRUCTION BEING.00N�o THIS BUILDING OR SITE? (;.c {r-) Gas— ❑ Lie ❑ Natural ❑ Contra[Utility IF YES. GIVE NUMBER OF CONSTRUCTION '13 Oil PERMIT ..�..�..... k 1❑ Other- SPWfy 4, IVB tn1EC1i/INICJIL 1"t►6111INT TO 1E IMALLEO NATURE OF WORK (Provide complete Fist of components on back of this form) -© Residential or ❑ Commercial Q�Haat ❑ Space ❑ Retried O Control O Roo► New Building Air Condltialinq: 13 Room ❑ Central ❑ Existing Building �N����_ r' �1Q''Duct :System: Moterta'. s�f��" Thidnes• I ❑ Replacement of existing systemEr--New , } Er/New Installation(No system previously Installed) Maximum capacity tf.ta. w ❑ Extension or add-on to existing system tb Refrigeration t ❑ other— Specify ❑ Cooling tower- Capacity ,r , �,(] Piro sprinkien: Number of huds_.� jQ Elevator ❑ Menlift ❑ Escalator.__ -laumber) THIS SPA= POR offila iliEl ONLY (� Gasoline pumps ---(number) (boeiwdl X17. Tank (number) Remarks 1.P6 eonfefnen (,somber) Unfired pressure vessN Permit Approved by 'O.''ier7us Other Spot* Permit w IBT ALL EQUIPMENT a CONDI'f[b" ANNIE "XRMRAT ON EQUIPMENT _ t. Number TIAMS D"019tiM ]itoM Number mamufaatutrr (h J a w o y.1- r1 z- SI G • F[IR ACBIS,,s�QU W, FIREPILACES s M Zlnits l criptfsn NOW Ntor►bsls 1Rsnt hA>plar C�� �a�►L ori lL,10 . ` KS i ,y Nambiat tY Ty"> X=*Ott Serial sod;••, u Contau" mawift tow No. .s. f DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. 6895 PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB 4400 T Date J 2$ 19 85 449CIOCKT 44.00 + a4 ► It! 9/161A N.> Valuation$ QWIM Fee$ sa 3' ri •I ICA 1..'44"5 This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that TAYWR'S H.A.R. i has permission to b1Qfd IIST.AU HEAT FY AIR Classification BESIDENTIAM Zone Owned by hARLUM BUn TM fLot Block S/D House No. 1981 KTALU-A 0DW According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS I „ AFTER DATE OF ISSUE 4--I; 4 01 0 Building material,rubbish and debris i from this work must not be placed in public space, and must be cleared Up an led away by either con- i = ,trac owner. ` Building Official. FOR OFFICE PERMIT DATE USE ONLY NUMBER CONTRACTOR PLUMBING ELECTRICAL SEWER WATER I 1 ntF CITY OF 4&comic &444-49&Uda Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received P.M. District No. 42) Job Add ss Locality .owner's Name Contractor BUILDING PLASTERING ELECTRICAL PLUMBING HEATING Foundation ....[] Wire ...........C) Rough Wiring ..❑ Rough ........Final .. Framing .......❑ Scratch .......❑ Fixtures .......❑ Sewers ........❑ Water Heater . E] Final ......... Brown ........{] Motors ...... ❑ Gas .. .......❑ Footing .......E] Finish .........E] Temp-Po le ...❑/Cesspool ......❑ Slab ..........❑ Wallboard .....C1 Final Inspection Top-out ......C] Slab Lintel Beam ...El Water .........C1 READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Fri. P.M. A.M. Inspection Made — J —P.M. Inspector CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. j Received P.M. C�=�-�—t strict o. lqez Job Address Locality Owner's Name Contractor BUILDING PLASTERING ELECTRICAL PLUMBING HEATING Foundation ....❑ Wire ...........❑ Rough Wiring ..❑ Rough Rough ❑ Chimney ......❑ Lath ..........❑ Finish Wiring ..❑ Final .........❑ Final .........❑ Framing ...... ❑ Scratch .......❑ Fixtures .......C] Sewers ........❑ Water Heater ..❑ Final ..... rown ........❑ Motors .......❑ Gas ..........❑ Footing ......r� finish . Temp-Pole ...❑ Cesspool ......❑ Slab .........Wallboard .....❑ Final Inspection.❑ Top out .......❑ Lintel Beam ...❑ Water .........❑ READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Fri. P.M. �/ A.M. Inspection Made P.M. Inspector �— CITY OF o- ,�r&.� Bim-A;"' Office of Building Official 0 REQUEST FOR INSPECTION Date �`�f d�J Permit No. Time A.M. Received P.M. District No. Job Address /Locality J Owner's C4Wti /sa Name Contractor •ti• � BUILDING f, CONCRETE ELECTRICAL / PLUMBING MECHANICAL Framing Footing ❑ Rough Wiring ®/ Rough ❑ Air.Cond.& Re Rooting ❑ Slab ❑ Temp Pole ❑ Top Out Heating Lintel ❑ Fire Place Pre Fab READY FOR INSPECTION A.M Mon. Tues. Wed. TU �Thurs. Friday P.M. . A.M. Inspection Made Inspector Final Inspection❑ Certificate of Occupancy Date IJ•' Y'J���. y CITY OF cad - 9�azca4 716 OCEAN BOULEVARD P.O.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE 19041249-2395 September 16, 1985 Pre-Service Section 3rd Floor Jacksonville Electric Authority 233 West Duval Street Jacksonville, Florida 32202 The following final inspection has been made and is satisfactory: Permit #4836 - 1981 Mipaula Court Permit issued to RayTwnd Electric Co. Permit ;x4426 - 1983 Colina Court Permit issued to Ferris Electric Co. Permit 1460 - 2001 Mipaula Court Permit issued to Brooks & Limbaugh Electric Co. Sincerely, d"-L ohn M. Widdowssj�` Building Inspe tion Supervisor JIV:ra FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION o SECTION 9—RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES FORM 9MA-84 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 This form may be used to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached dwellings under Section 9 of the Energy Code. An alternative to this method for single-family detached dwellings,and multifamily attached dwellings of three stories or less, is provided in Section 10 of this Code.Only dwellings which are above ground frame(wood siding,brick veneer,etc.)or concrete wall type construction may be calculated using Sections 9 and 10.Other types of construction must comply under Section 4 or Section 5 of this Code.Additions to existing residential buildings shall comply with the requirements of Section 10 of this Code.Detailed information on how to complete this form may be obtained from your local building department or the Department of Community Affairs,Energy Code Program,2571 Executive Center Circle East,Tallahassee,Florida 32301. PROJECT NAME PERMITTING OFFICE: 0QL C AND ADDRESS: S LV/A N 117 t CIRCLE CLIMATE ZONE: 1 2 BUILDER: j4AjZ0mA4j rbLDOLSPERMIT NO.: OWNER: �Ilfwo JURISDICTION NO.: �� IF MULTIFAMILY, NO,OF UNITS GLASS AREA AND TYPE F_V�bETACHED COVERED BY THIS CALCULATION: CLEAR TINT,FILM,SOLAR SCREEN LTJ SEPARATE CALCULATIONS ARE REQUIRED ?> 5SGL E SGL FOR EACH WORST CASE UNIT TYPE.CHECK IF ❑ ❑ CASE CONDITION. THIS TION .N REPRESENTS A WORST DBL �� DBL NET WALL AREA AND INSULATION CONDITIONED CEILING INSULATION CBS R= FRAME R= FLOOR AREA UNDER ATTIC SGL.ASSEMBLY ZCENTRAL COOLING SYSTEM PRIMARY HEATING SYSTEM PRIMARY HOT WATER SYSTEM F�NONE ❑ ELECTRIC STRIP F�GAS ❑NONE 5�tLECTRIC RESISTANCE ❑ SOLAR ❑l ROOM ❑ OIL ❑ SOLAR ❑ HEAT RECOVERY ❑ GAS ❑PACKAGE TERMINAL AC u' U HEAT PUMP:COP = ❑ DED.HEAT PUMP:COP = ❑ m EER/SEER= ® ® ❑�OTHER: ❑OTHER: CALCULATED E.P.I.: r 19 CALCULATED E.P.I.MUST NOT EXCEED 100 POINTS In accordance with Section 553.907 FS., I hereby certify that the plans Review of the plans and specifications covered by this calculation indi- and specifications cover this calculation are in compliance with the cates compliance with the Florida Energy Code. Before construction is Florida Energy Code. completed, this building will be inspected for compliance in accordance with Section 553.908,F.S. OWNER/AGENT: BUILDING OFFICIAL: DATE: G Sr DATE: 9A I PRESCRIPTIVE MEASURES(Must be met or exceeded by all residences. MINIMUM REQUIREMENTS CHECK TO INDICATE COMPONENTS REQUIREMENTS COMPLIANCE WINDOWS 903.1 MAXIMUM OF 0.5 CFM per LINEAR FOOT OF OPERABLE SASH CRACK. DOORS 903.1 MAXIMUM OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA.INCLUDES SLIDING GLASS DOORS. f/ EXT.JOINTS 8 CRACKS 903.1 TO BE CAULKED,GASKETED,WEATHER-STRIPPED OR OTHERWISE SEALED. CEILING INSULATION(903.9) MINIMUM OF R-19. WATER HEATERS(903.2) MUST BEAR ASHRAE STANDARD 90-80 LABEL OR A MAX.4 WATT/SQ.FT.STAND-BY LOSS.SWITCH OR CLEARLY MARKED CIRCUIT BREAKER(ELECTRIC)OR CUT-OFF VALVE(GAS)MUST BE PROVIDED. SWIMMING POOLS(903.3) IF HEATED BY OTHER THAN SOLAR,MUST HAVE POOL COVER DESIGNED TO MINIMIZE HEAT LOSS. i r ALL NON-COMMERCIAL POOLS MUST BE EQUIPPED WITH A POOL PUMP TIMER. IIlk `� HOT WATER PIPES(903.4) INSULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS. IN SUCH CASES,PIPING HEAT LOSS SHALL BE LIMITED TO A MAX.OF 17.5 BTU /H PER LINEAR FOOT OF PIPE(SEE 504.4). SHOWER HEADS 903.5 WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE. HVAC DUCT CONSTRUCTION CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS AND LOCAL MECHANICAL CODE. f 903.6 DUCTS IN UNCONDITIONED SPACE MUST BE INSULATED TO A MINIMUM R-4.2. (/ HVAC CONTROLS 903.7 A SEPARATE,READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM. 1 RESIDENTIAL CALCULATION FORM 900-A-84 CLIMATE ZONES 1 2 3 COMPONENT WINTER GROSS SUMMER GROSS WINTER SUMMER AREA x WPM = POINTS AREA x SPM = POINTS R 0-2.6 31.4 16.2 R 2.7-3.9 1.3 11.5 CONCRETE R 4.0-5.9 15.6 9.9 N R6.0&UP 13.1 9.2 J FRAME R 0-10.9 26.1 20.0 3 OR R 11.0-18.9 1 cl 7.8 t D Z 9.2 BRICK R 19-25.9 4.9 5.6 VENEER R 26&UP 3.6 4.2 COMMON 7.8 2.5 WOOD OR METAL 247.7 1 Z 16 Z- 1 36.4 I m INSULATED 235.5 14.5 O STORM DOOR 124.4 29.0 p COMMON 61.9 4.5 am R 19-21.9 5.5 (off UNDER R 22-29.9 4.1 5.0 ATTIC R 30&UP 3.3 3.7 0 R 6-7.9 14.2 14.9 Z _J F 8-9.9 10.9 11.3 W SINGLE R 10-11.9 9.2 9.5 V ASSEMBLY R 12-18.9 6.7 7.0 NO ATTIC R 19-21.9 5.0 5.5 COMMON 4.8 1.5 U R 0-6.9 15.5 4.8 a R 7-10.9 6.5 2.1 WOOD R 11-18.9 5.6 1.8 ZR19&UP 4.0 1.3 ¢O p R 0-2.9 19.4 6.0 Z R 3-5.9 12.4 3.7 LLZ R 6-10.9 9.3 2.6 CONCRETE R 11-18.9 6.2 2.2 > R19&UP 4.4 1.6 O COMMON 4.8 1.5 W EDGE INSULATION PERIMETER WPM m Q R 0-2.9 1 92.7 QJJ¢ R 3-5.9 69.5 Z PERIMETER R 6&UP 46.4 O 15i3 T 23�( 'I 2 FORK WO-A-84 CLIMATE ZONES 1 2 3 WINTER SUMMER OR AREA SGL DBL WOF GROSS OR AREA SINGLE DOUBLE SOF GROSS (9F) WINTER CLR TINT CLR TINT (9F) SUMMER POINTS POINTS N d 157.4 120.8 / ((p 5)L7 N t V S 146 123 120 101 15313, NE 157.4 120.8 NE 221 186 190 159 c7 E Z 157.4 120.8 s E 4L 289 242 251 209 Q 1 1 ,4( 0 Z SE 157.4 120.8 SE 261 219 226 1 189 S Z 157.4 120.8 S 190 16o 160 134 1 7$� y SW 157.4 120.8 SW 261 219 226 189 C W 157.4 120.8 ,4 ,' W 289 242 251 209 N cc NW 157.4 120.8 NW 221 186 1190 159 U) H 46.4 79.3 H 489 408 432 360 J V 2 F O ppZ C H=HORIZONTAL GLASS(SKYLIGHTS). FOR SC OTHER THAN 0.83 SEE SEC.902.2(a)5.TINT MOLT.MAY BE USED FOR GLASS WITH SOLAR SCREENS FILM OR TINT. TOTAL GROSS WINTER POINTS O TOTAL GROSS SUMMER POINTS 7 &(. R=4.2-4.9 ct3bs_5 1.14 (bb U'RcZ� R=4.2-4.9 1.14 8q 4 J F J R=5.0-6.6 1.12 R=5.0-6.6 1.12 jM R=6.76 UP 1.09 R=6.76 UP 1.09 DUCTS IN CONDI- DUCTS IN CONDI- TIONED SPACE 1.00 TIONED SPACE 1.00 HSM FROM 9G t 0(a 08t✓ x ,37 11 cl r CSM FROM 9H fb ct `E?S x 7(. 1 6 'BOO DIVIDE BY DIVIDE BY CONDITIONED 35 �, = ( ) (� 2 CONDITIONED �, V '`1 - 'j + p FLOOR AREA WINTER POINTS FLOOR AREA SUMMER POINTS CALCULATE N R Y PERFORMANCE INDEX WINTER SUMMER HOT WATER E.P.I. ADJUSTMENT ADJUSTED CREDIT PTS. PENALTY CALCULATED POINTS POINTS PTS. 91 SUBTOTAL MULTI. 98E.P.I. 9C+9D PTS. 9E E.P.I. -23 + 40 _ 0 _ G3 x t ,4q = 014 _ 3 + THE CALCULATED E.P.I.MUST BE EQUAL TO OR LESS THAN 100 POINTS. PIERS CONDITIONED 901- 1101- 1301- 1501- 1701- 1901- 2101- 2301- FLOOR AREA(SO.FT.) 0-900 1100 1300 1500 1700 1900 2100 2300 ABOVE ADJUSTMENT 1.21 1.25 1.31 1.36 1.42 1.49 1.57 1.65 1.74 MULTIPLIER 3 FORM 900-/M84 CLIMATE ZONES 1 2 3 9C DESIGN CREDIT POINTS(CP) 9D HEATING SYSTEM CREDIT POINTS CEILING FAN IN COND.SPACE(max 5 CP) 1 NATURAL GAS/PROPANE HEATING 16.0 MULTIZONE A/C SEPARATED BY DOOR 5 OIL HEATING 12.8 CROSS VENTILATION(1 CP per room) 3 1 - WHOLE HOUSE FAN(min.1.5 cfm/s.f.) 5 WOOD STOVE 7 9E DESIGN PENALTY POINTS FIREPLACE WITH OUTSIDE COMBUSTION AIR 2 WASHER AND DRYER IN COND SPACE 3 TOTAL GLASS OPENS LESS THAN 40"k 5 9C TOTAL(not to exceed 12 points) I I FIREPLACE WITH INSIDE COMBUSTION AIR 5 9F WINTER OVERHANG FACTOR MOM 9F SUMMER OVERHANG FACTOR SO FEET N NE E SE S SW W NW FEET N NE E SE S SW W NW 0-0.9 1.00 0.98 0.99 0.74 0.71 0.82 0.93 1.00 0-0.9 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1-1.9 1.00 0.98 0.99 0.75 0.73 0.83 0.93 1.00 1-1.9 1.00 1.00 0.99 0.98 0.97 0.98 0.99 1.00 2-2.9 1.00 0.98 0.99 0.77 0.76 0.84 0.94 1.00 2-2.9 1.00 0.98 0.94 0.92 0.91 0.92 0.94 0.98 3-3.9 1.00 0.98 0.99 0.81 0.79 0.87 0.94 1.00 3-3.9 1.00 0.95 0.89 0.86 0.85 0.86 0.89 0.95 4-4.9 1.00 0.98 0.99 0.84 0.83 0.89 0.94 1.00 4-4.9 1.00 0.91 0.84 0.80 0.82 0.80 0.84 0.91 5-5.9 1.00 0.99 1.00 0.87 0.87 0.92 0.95 1.00 5-5.9 0.99 0.88 0.79 0.76 0.79 0.76 0.79 0.88 6-6.9 1.00 0.99 1.00 0.90 0.90 0.93 0.96 1.00 6-6.9 0.99 0.85 0.75 0.73 0.78 0.73 0.75 0.85 7-7.9 1.00 0.99 1.00 0.93 0.94 0.96 0.97 1.00 7-7.9 0.99 0.83 0.72 0.70 0.77 0.70 0.72 0.83 8-8.9 1.00 0.99 1.00 0.95 0.96 0.97 0.98 1.00 8-8.9 0.99 0.81 0.70 0.68 0.77 0.68 0.70 0.81 9-9.9 1.00 1.00 1.00 0.97 0.98 0.98 0.98 1.00 9-9.9 0.98 0.79 0.68 0.67 0.76 0.67 0.68 0.79 10-10.9 1.00 1.00 1.00 0.99 0.99 0.99 0.99 1.00 10-10.9 0.98 0.77 0.66 0.66 0.76 0.66 0.66 0.77 11-11.9 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 11-11.9 0.97 0.76 0.64 0.64 0.76 0.64 0.64 0.76 12 UP 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001 112 UP 0.97 0.75 0.63 0.64 0.76 0.64 0.63 0.75 9G HEATING SYSTEM NAL&TIPLIER HSM HEAT PUMP COP 2.5-2.6 .7-2. 2.9-3.0 3.1-3.2 3.3-3.4 3.5 3 UP HSM 40 .37 .34 .32 .30 .29 SOLAR HEATING SYSTEM (BACKUP FRACTION) x(BACKUP SYSTEM HSM) ELECTRIC STRIP HEAT 1.0 NATURAL GAS/PROPANE/OIL 1.0(SEE TABLE 90 FOR CREDITS) PTAC 3 ROOM HEAT PUMPS MINIMUM COP 2.2.HSM FOR COP 2.2-2.4=.45. SEE TABLE ABOVE FOR COP>2.4 9H CO SYSTEM MULTIPLIER(CSM) ELECTRICJEER/SEER 7.8-7.9 8.0-8.4 .5-8.9 9.0-9.4 9.5-9.9 10.0-10.4 10.5-10.9 11.0-11.9 12.0-UP .83 .81 0.76 0.72 0.68 0.65 0.62 0.59 0.54 GAS 0.40-0.44 0.45-049 0.50-0.54 0.55-0.59 0.60-0.64 0.65-0.69 0.70 3 UP 1.50 1.25 1.20 1.09 1.00 0.92 0.89 MINIMUM SEER/EER LEVEL 7.8 FOR STRAIGHT COOL OR HEAT PUMPS;MINIMUM OF 7.5 EER FOR ROOM UNITS AND PTAC. FOR ROOM UNITS AND PTAC CSM FOR EER 7.5-7.7=.87.SEE TABLE ABOVE FOR EER>7.7. 91 HOT WATER CREDIT POINTS(HWCP) ELECTRIC RESISTANCE WATER HEATER 0 GAS WATER HEATER 10 INSTANTANEOUS WATER ELECTRIC 4.5 HEATER GAS 12.6 HRU(A/C)WATER HEATER ELECTRIC BACKUP 6.7 GAS BACKUP 13.9 HRU(HP)WATER HEATER ELECTRIC BACKUP 9.7 GAS BACKUP 14.5 HEAT PUMP WATER HEATER COP 1.60-1.89 1.90-2.19 2.20-2.49 2.50-2.79 2.80-3.00 (DEDICATED HEAT PUMP) CREDIT POINTS 9.0 11.4 13.1 14.4 15.4 OVERALL SOLAR FRACTION* 0.1 0.2 0.3 0.4 1 0.5 1 0.6 0.7 1 0.8 0.9 1.0 SOLAR rffif ELECTRIC BACKUP 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 HOT WATER GAS BACKUP 11.4 12.8 14.2 15.6 17.0 I 18.8 I 19.8 I 21.2 122.6 24.0 *PERCENT OF ANNUAL HOT WATER PROVIDED BY SOLAR SYSTEM_100=OVERALL SOLAR FRACTION 4 jr�arl City of Atlantic Beach APPLICATION NUMBER a ;. . Building Department � ; � ." g y s Department.) ' 800 Seminole Road (To be assigned b the Buildin De artment. j r Atlantic Beach,Florida 32233-5445 j �,f + l 1(� Ifi Phone(904)247-5826 . Fax(904) 47-5845 E-mail: building-dept@coab.us Date routed: /0 City web-site: hftp://www.coab.us ' APPLICATION REVIEW AND TRACKING FORM Property Address: M / t!Q _ C..� Deparbuiprit review required Yes No Applicant: ���//� arming &Zonin r rator Pljhlir- Project: f74Z2h'l--�5n 0,4-in 99E��_ Public Utilitie u is Safety Fire Services Review fieeu$ _ _-Dept Signature _;} Other Agency Review or Permit Required Review or Receipt Date of 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: APPLICATION STATUS Reviewing Department First Review: []Approved. IoDenied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: Y — TREE ADMIN. Second Review: [Approved as revised. ❑Denied. PUBLIC WORKS C/oomme ts:� CJS y 1 c ) Y k\J PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: i �0 FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Q Nlvp way Comments: � Reviewed by: Date: Revised 05114/09 Public Works Plan Review Comments Date: 1/22/10 Initials• Project Name/Address: 1981 Mipaula Ct. Application Permit#: 10-0048 Check Box Application Tracking Comments to Add Comment Provide impervious surface calculations. ❑ Provide erosion and sediment control plans with installation details and maintenance ❑ schedule. Provide drainage plans showing site topography(flow arrows, etc.) ❑ Provide construction site management plan, including Right-of-Way Permit if using ❑ right-of-way for construction parking. Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing 1' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Calculated Delta volume is 484 cu. ft. Provide on-site retention plan per Section 24-66(b). (See attached info. Sheet) If on-site storage is required, a post construction topographic survey documenting proper construction will be required. A Right-of-Way Permit must be obtained for use ❑ A Revocable Encroachment Permit must be obtained for paver driveway. Pool—Wellpoint(if used)must discharge into vegetated area 10' minimum from ❑ street or drainage feature (swale, structure or lagoon). All concrete driveway aprons must be 5 inches thick, 4000 psi, with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not ❑ allowed in the ROW(Commercial driveways—6"thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be ❑ shown on the plans. P -Roll off container company must be on City approved list and cannot be placed on City right-of-way. ❑ ' Comp. By: RLC Date: 1/22/2010 .,q1 Public Works Department City of Atlantic Beach Permit No: 07-1397 Address: 31 17th Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C= Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 10,694 fe Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 3,496 10,694 1.00 0.33 Pervious 7,198 10,694 0.20 Runoff Coefficient(C)'= 0.46 Runoff Volume V= 0.46 x 10,694 x 9.3 / 12 V= 39825 ft3 Postdeveloement Runoff Volume: Lot Area(A) = 10,694 ft' Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Md INC" Impervious 4,276 10,694 1.00 0.40 Pervious 6,418 10,694 0.20 0.12 Runoff Coefficient(C)= 0.52 Runoff Volume V= 0.52 x 10,694 x 9.3 / 12 V= 4,309 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 4,309 - 3,825 DV= 484 ft3 Retention 1981 MiPauia Court-onsite Retention-As 1/22/2010 CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 09- t I OFFICE:(904)247-5826 a FAX NO.:(904)247-5845 BUILDING-DEP-r@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1.J013 RQQRESS; Z.VA1 UA nON OF WORK: 3:SQ.FT:UNDER'ROOF' t� t A Vt• �zZ33 /Z o vo 0 4.LEGAL DESCRIPTI N: 5.CLASS Or WORK 6.USE OF STRUCTURE- LOT_6'BLOCK L TRUCTURELOT_6'BLOCKt p Y' ❑NEW BUILDING E3 DEMOLITION RESIDENTIAL SUBOMSION �(�mJiT � ADDITION 13 CONVERTING USE COMMERCIAL 7 DESCRIPTION OF WORI<:' �TERATION El ACCESSORY BLDG. FIRE SPRINKLER. `, X71- ❑REPAIR 13 POOL t SPA ❑YES ❑NIA ,ktUtito f Arkt eo GA- MA � 0 MOVE ❑OTHER £f010 PROPERTY OVVNERf CONTRACTOR'" ARCHITECTTENG1NEER H.NAM,' 15.COMPANY NAME 23.COMPANY NAME: 1bNAME 24.LICENSEE NAME: ✓e. b V1,S 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 18.ADDRESS: 25.ADDRESS: ;.. X., �.. 571- 3-LZ- - 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICEPHONE: 20.FAX NO-* 27.OFFICE PHONE 28.FAX NO": -513 15 513\ -L-5I. ZZZ I • 63� 13.CELL PHONE: `, 21.CELL PHONE: 29.CELL PHONE �\'k.- �'i L. Z -zZ LZ 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: C„w c clt l cls Rvis La i lie!'PYA bk--4) . FEE'SIM LE TITLE HOLDER: BON DING COMPANY: MORTGAGE LENDER: ff OTHER THAN OWNER) 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. t certify that no work or instailation 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 worts 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. OWNERS 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: 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. OWNtR or AGENT CONTRACTOR g Pow"of Attomey or Agency Letter Required) (qualifier Only) Signed: Date: Signed: Date: Before me this day of 20t1;�n the county,of Before me difof 2009 in a county of Duval,State of Florida,has personally appea d Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are herin by himself 1 herself and affirms that all statements and declarations are true and accurate, y� true and accurate. Not�y.Publ&e, —",County o ✓7 Notary Public at La S Coun ofPersonall ❑Personally Kn 0 Produced - �Produced Iden'gtionNotary SignI Notary Signature: EIV VP W o ry c a_My Com ss' n Expires Feb 14,2010 .61����r, PATRICIA A.HARRELL Co Ission#DD 518533Notary Public-State of Florida ' '..`. '' Bonded By National Notary Assn. BLDG01 Perm Apr 11,21110 Come CD 531887 11#11Bonded By Nadwal Notary Assn. t7�7 MAP SHOVING BOUNDARY SURVEY OF LOT 15 BLOCK -A' AS SHOWN ON MAP OF- SEL VQ 1'10,e76 UA11-r ONE AS RECORDED/N PLAT BOAK -3!� _PAGES 9,,ms qF uc PUBLIC RECORDS OF'DUVAL COUNTY, FLORIDA CERTIFIED FOR:FRyAA 9< V. 4SN7*a41, dwX Ab9VV'FE6r-V*i4L fPE'.OIT uN/O.c%• F/.2ST.OME2iGtfrJ IIIA 1! g. oZ` 39 .. x'85.00' ' ------------ s'= 50' DPW6 E / _ VA q• woo N N woo,7 oecAe x \ \ scacxW Ab[eN ki ® wood o. to /cl � uvstCo Q 75. Al / 9.04 xy5p./fi' 0.70 :N5' .s CN° 0 ,.�3. age yJ. M/PAULA Cou�eT INE FL000 ZONE'DATA DEMMEV HEREON K SHOOA AS A cOf mwy ony ANO DUES NOT CON"FUrf A GLRMXAMM QT TW SAME NOT VALID UAXESS OWBOSSED WT H SEAL CIF 774£UNDERMOVED. BEARINGS BASED ON2 LINE AS 9H01MV THE PROPERTY SHOWN HEREON APPEARS TO LIE W7hw RL000 HAZARD ZONE X AS SCALED FRM FLOOD w•� ivry rr art-4Airie . FMAMA. nA TFT) 4-17-59