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210 Pine St (vault) - Permit CITY OF ATLANTIC BEACH 4 j 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026149 Date 5/27/03 Property Address . . . . . . 210 PINE ST Tenant nbr, name . . . . . . REPLACE CONDENSER Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BENNETT, LEEANN SNYDER HEATING & AIR 210 PINE STREET P.O. BOX 16826 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32245 (904) 641-0600 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 67. 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 67 . 00 67 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 67 . 00 67 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE 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. BUILDING OFFICIAL BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. I =Street Address: LOCAntersecting Streets:Between , n� , f1iBUILDub-division II. INDENTIFICATION-To be completed by all applicants. In coisideration 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 wi r City of Ad 'c B94ph ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor n Infr Master Name of Property Owner C)�/� / Q Signature of Owner Signature of l.. l Or Authorized A eat Architect or En 'nrer III. GENERAL Il MA 101 A of hotting fuel: B. TV Electric IS OTHER CONSTRUCTJQV BEING DONE ON THIS ❑ Gas: _LP _Natural Central Utility BUILD[NGORSITE? Cl Oil .❑ Other—Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BE XATURE of WORK INSTALLED (./ Residential or _ Commercial (Provide complete list of components back of this form) ❑ New Building Heat _Space _Rrcessed t/Crntrat _Floor — / Existing Building lY Replacement of existing system d Air Conditioning Room s- Central ❑ New Installation C] Duct System: Material Thickness (No system previously installed) Extension or add-on to eras�tng system Maximum capacity cfm �Other- Specify_ �dG+.�SA+/` 6v�l� ❑ Refrigeration J ❑ Cooling tower. Capacity eflm ❑ _Fire sprinklers: Number of heads ClElevator: _ M[anlift_Escalator (Number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (Number) (Received) ❑ Tanks (Number) ❑ LPG containers (Number) Remarks ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Date ❑ Other—Specify Permit Fee LIST ALL E UIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number . Manufacturer Capacity Approving rr ons N Agency f ko w 01- HE ATINGCES,BOILERS,FIREPLACES Description Model Number Manufacturer Capacity Approving TU) en al Capacity Type Liquid Namcof Serial Approving imensions Contained Manufacturer No. Agency CITY OF ATLANTIC BEAU 800 SEMINOLE ROAD ATLANTIC HEAC%FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . 05-00030001 Date 4/26/05 Property Address . . . . . . 210 PINE -ST Tenant nbr, name (8) REPL WINDOWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 10000 Owner Contractor ------------------------ ------------------------ MIRLANDO, CAROL. MARTIN HOME IMPROVEMENT INC 210 PINE STREET 5749 HAVEN ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 737-5009 ---------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 80 . 00 Plan Check Fee 40 . 00 Issue Date . . . . Valuation . . . . 10000 Fee summary Charged Paid Credited Due ---------- ---------- ---------- Permit Fee Total 80 . 00 80 . 00 . 00 . 00 Plan Check Total 40 . 00 40 . 00 . 00 . 00 Grand Total 120 . 00 120 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILD ODES. IL BUILDING OFFICIAL CITY OF ATLANTIC BEACH cc: BUILDING / ZONING DEPARTMENT D. Ff r J ,Sa J 800 Seminole Road S. Doerr - Atlantic Beach,Florida 32233 rlfil>. (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # C)S' coo L r_ t Property Address: 2 10 1 i a i Applicant: Project: CEJ t� 0n UO3 This pe it application has been: Approved V Reviewed and the following items need attention: i tC- a,( E�-ec6 '�l 0 r.7 (O 5 Lt OaL C-5 CA7Ait t ►.ATo W 0'Z^ C W02 — , - LS 1Ze140A-10 v V flaw• W C>o..— Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: 3 Apr 1 .05 11 : 21a Jeff Darnofall 904-268-4434 p. 2 Architectural Testing AAMA/WDMA 10111.S.2-106KEST REPORT . Kendered � - ANDERSEN CORPORATION . 100 FoiUlb'Avenue North Bayport;Minnesota 5500-1-1096 ATl Report Identification: 0243764.01 . Test Date: 02/13/03 Repmrt-Date: 02/19/03 Expiration Date: 02115/07 Project Summary: Architectnrai Testing,Iiie- (ATI)was contracted by Andersen Corporation to perform testing on.a TW 3862 Doubled Hung Window. "Me sample tested successfully met the . peeforrulwce rctluiremeats for an H-LC50 46 x 77 rating_ Test spcaimert desoriptiun and milts are reported bereiin. Test Procedure: The test specimens were evOtiate:d in accordance AAMA/NWVMA 101/I.S.2- 97, "Volurt�ary Specitcations for.41uminum. Vinyl(PVC)and Wood FKndows and Gldm Doors." Test Specimen Descriptiou: COME Series/Model:- TW 3862 KEEP THIS I'LARI A 1'1 Type: Vinyl Clad Tilt-in Double Hung Wood Window SAY L 11 i BU'Iding Zo 'ng •C1iS;n 01 JUL.FL. Overa]I Size: 3'9-5/8"wide by C 4-7/8'high Up Sash Size: 3'6-5116"wide by 3'1"high Bodezu Sash Size: 3'6-5/16"wide by 3'1-13/16"higb Screen Size: 3'9"wide by 6'3-114"high OverallArea: 24.3f? ar>�.� ATLAN77C BEACH Finish:Interior wood was naturay,exterior was white UlLDIN(;OFFICE APR 121005 849 Western Avenue Noshy' Saint Paul.MN 55117 SZer phone:651.663M 700 'd We6E111 50/ZL/b0 Rpr 12. 05 11 : 21a Jeff Darnofall 904-268-4434 • P. 3 I • 0243764.01 Test Specimen Description(Continued) Page.2 of 7 Glazing Details: The window utilized nominal 16.2m= (0.632' thick insulating.glass. fabricated from a 2.3tnm heat strengthened interior sheet and a 2.2mm annealed exterior sheet separated'by a 1 l.Smm desiccant-filled stainless steel spacer sylte m The glass was set from the exterior against silicone backbedding with dual duronmeter vinyl Slazurg beads used on the exterior Fame Construedon: Head,sill.a]d jamb members consisted of molded pine sections with extruded PVC on the exterior. Cladding was secured to the wood members with ho4-melt' adhesive. Upper wood frame comers used a finger joint-type connection and were secured with three 1/2"by 1-1/2"by 16-gauge staples per corner. bower wood corners were dadoed and secured with three 8d vinyl coated nails. Upper exterior cladding corners were mitered and seal.ad with a plastic corner flashing. Two #8 by 1-7/8"screws secu red cladding carom and one#8 by 2-114" screw secured the sill cladding to the vertical jambs. Continuous inten'br wood stops were secured with 12'by 1-1/2" 16-gauge staples located 2"fmm each and spaced approximately 8"on center_ Sash Construction: Sash members consisted of molded pine sections with the corners utilizing mortise and tenon construction socured with one 1/4"by 1-1/4" 17-gauge staple per comer. Weatherstripping: cirri tion Quantit Location Polypropylene leaf 1 row Sash Stites Santuprene bulb t row Meeting rail PVC clad foam bulb 2 rows Top rail top sash,bottom rail bottom sash Vinyl jamb liner 2 Ooy per jamb Hardware: Descrigtion Opanfit Location Block and tackle sash . 4 Two per sash contained within .balance the jamb liners Wash assist clips 2 Interior jamb track Pivot pins 4 Lowes sash corners,two per sash Meatal lock and keeper 1 Midpoint on meeting rail ZOO 'd UMSC-17 90/31/b0 Apr 12. 05 11 : 21a Jeff Darnofall 804-268-4434 p. 4 02-43764.01 Page 3 of 7 1.12rdware(Continued.): DesRiotioa ouarAit Location Frame extari6i.auetal . 4 One located at each side of 5•ame for support braek(ts. upper sash check rail and one located . 14 each side of sill for-lower sash bottom rail Frame interior metal 4 One located at each side of forme,for support brackets lower sash bottom rail and one located at each side of frame for lower sash check rail Lower sash metal 2 Sash interior,one bracket located on support bracket each end of check rail and two metal locks applied to lower check rail Installation: The window w.-a installed wittdn amomival SPF #2,wood test buck and secured with Andersen steel installation clips. The clips were secured to the window frame with'two 08 by 51r truss head screws and to the wood buck with two I-1fr screws por Andersen Installalmn Inshvictions. A 114"shim space between the window fraena pannckr and rough opening was utilized around the frame perinx ter. Thcee clips were used on the Lead and sill located 8" from each cud and midpoint and four azi each jamb located$-from each end and I" on.eaeh side of the check rail interlock 4ali+ct2W Vria5?t'W llation flange was scaled to the buck with silicone. CODE C� ;; Test Results K EP 'rHIS PLM Oil JOB The results are tabulated as follows: MAY 1 2003 1)Uit{�Irlg& 0nIII$ q 2cSwlt oiu•;&X.,ft. araMob ritle of Test-' iAhiy w fxarnirat [ata 2.2.1.6.1 Operating Force Licrgeow Mo.� _-.- Top Sash 161bf 35 lbf Bottom Sash 24 lbf 351bf 2.1.2 Air Infiliration per ASTM L=283-91 (Sege Note#1) g 1.56-psf(25 mph) 0.10 chew 0.30 cfmliV max. @ 6.24 psf(50 mph) 0-24 crwfe - Note#1.The tested specimen meets(or exceeds)the performance levels spedfiied in AAMAIAWWDA 10M.S 2-97for afr hiftltratiorr. E00 'd 77e6ELi 90/ZL/b0 Rpr 12 05 11 : 22a Jeff Darnofall 904-268-4434 • p. 5 0243764.01 Page 4 of 7 Test Results(Continued): Parawph TitlegTest--Test Wthod Re alts Allowed 2.13 Water Resistance per ASTM E 547-00(See Note#2) 2.1.4.1 Uniform Load Deflection per ASTM E 330-97(Sc6 Note#2) 2.1.4.2 Uniform Load Structural per ASTM E 330.97(Set Note#2) Note#2:The client opted to start at a pressure higher than the nritiim' =required. Those results are listed under"Optional Performance." 2.1.8 Forced Entry Resistance per ASTM F 5,88-97 Type Grade 10 Tests Al A7 No entry No entry 2.2.1.6.2 Deglazing Test In operating direction @ 70 lbs Top sash—top rail 0.09111% 0.91"/1000/0 Top sash—bottom rail 0.10"/12`Yo 0.81"/100y° Bottom sash—lop rail 0.02"/2% 0.811,1100% Bottom sash—bottom rail 0.02"/2% 0.81,11,00% in remaining direction @ 50 Is Top sash—left stile 0.0516% 0.81"/100% Top sash—right stile 0.05"16% 0.81"/I00'� Bottom sash—left stile 0.02"/2% 0.810/100% Bottom sash—right;sale 0.02~r2% ti.g1"nvo% Optional Performance 4-3 Water Resistance per ASPM E 547 and E 331 (with and.Without screen) WTP=7.50 psf No leakage No leakw 4.4.1 Uniform load deflection per ASTM E 330(Seo Note 03) (Measurements were taken on the meeting rail) (?,Dads were held for 60 seconds) @50.0 psf(positive) 0.30" -- @ 65-0 psf(negative) 044" too -a mese=TT 50/2T/b0 Apr 12` 05 11 : 22a Jeff Darnofall 904-268-4434 P- 6 02.43764.01 s • Test Results(Continued) page of i Para Title ofTest—Test Metbod Results Allowed 4.4.2 Uniform Load Structural per ASTM L?330 (Measuroments reported were taken between anchor points) . (Loads were held for 10 seconds) Q 75.0 psf(positive) 0.015" 0.16"max. Q 97.5 pd(negative) <0.01" 0.16"max. Note#3_The Uniform Load Deflection rest is not an A4M(4VWWDA 10111-S 2-9 7 rcguirenrent fol thu proaheet designation. The data tr recorded ip this report for informotfon only. Detailed drawings,repre=sentative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product which may only be granted. by the certification program administrator. This report way not be reproduced except in Rill without the approval of Architectural Testing,Inc. 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WtM +t1s sw'er�vE Q► da MWn, FlApla4 337�q flnrpORf. MN. 5'1003-10A6 TE4.4705)�Gt-�IqO Fes. C +f1 0411Q 191-7R�/ iNl(_) .. (709 2G9-9970 CO4p-AM �.�G Mar 08 05 02:31p City of Atlantic Beach Bu 904-247-5845 CITY OF ATtANTI '- ; WINDOWS,SKYLIGHTS,GARAGE DOORS,HURRICANE SH "E Date: .. Job Address: 1 ►'►-C S f c CA- Owner: C:cn( Address:vi k(i p� 1 t �1' P c s�-'s" ?L'y -3 3 Phone: 2--�4 q^9 �L Legal Description: Block Number: 6e-e- 3 Lot Number: Zoning District: Contractor: ha*,-N 4r�,j G State License Number: C(L(-oS 7 o 3 G Address: S'7 �_jf/},,,� ,., Phone: �i`7 - y��"fi City: 1-�a Ln-S 01,1 k., I I't State: F::f, Zip: iS7,11- Fax: Describe proposed use and work to be done: t/!',1A 6 c t%,%.% c Vz C7_ Present use of land or building(s): R r S Valuation of proposed construction: %�� u OJ v -� Is approval of Homeowner's Association or other private entity required?Na if yes,please submit with this application. Required Building Data: Mean Roof Height i `7 (ft) Building Width -?22, (ft) Building Length (ft) Roof Slope '$ Z Window Height 3 6ir l'2e"(1't) Window Width b'u it `S (ft) Window Elevation from Grade 4 (ft) V6'f �7 Measurement from corner of building to window 31- 4, (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.ci.adantic-beach.fl.us Page 1 Revised 1127/03 Mar 08 05 02:31p City of Atlantic Beach Bu 904-247-5845 p. 2 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 DescriptiowType 4. Garage Door Description/Type 5. Skylights Description/Type 6. Hurricane Shutter Descriptiow Type 7. Elevation View of Window Locations I hereby certify that all informati vided w this applicatiot<s correct. Signature of Owner: Date: I hereby certify that I have read and examined this application and know the same(o 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 d 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 alI correspondence regarding this application(please print). Name: K- /� 1/i J V\AM . • , Mailing Address: "5 -7�f 61 1-�A,u e�n 4 "Sc,s t-s—%Q l I e. f— 3 22 I Telephone: 7 -C ;11) Fax: ,(�-3 E-Mail: AS TO OWNER:- Sworn WNERSworn to and subscribed before me this l t day of j`LCX ,20 State of Florida,Count - ; 'x •• MAGGIE MARTIN 's Signature: Notary Public- Stater of Flori� d./ My Comm ,sbnEVrestk324. Personally known Commission 8 DoOSU1 roduced identification ype of identification produced F !� AS TO CONTRACTOR: Sworn to and subscribed before me this_ h day of State of Florida,County of Duval ENotary's Signature'rF JENNIFERSCHLUETERMy COMMISSION#DD 121301 R��Psonally knownEXPIRES:May 21 2006 . `� Bonded?hruNotary PublicUnderwriters uced identification ` _ C .1 Type of identification produced f�b 3-7' 50-Z-- b I— q 7 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone:'(904)247-5800 Fax: (904)247-5845 http://www.ci.stiantic-beach.n.us Page 2 Revised 1/27/03 Installation Installation Andersen. for Andersen° 400 Series Tilt-Wash Double-Hung and 200 Series Narroline° Double-Hung Windows WINDOWS.DOOR$ Congratulations! You have just purchased one of the many fine Andersen®products. Proper assembly, installation and maintenance are essential if the benefits of your Andersen product are to be fully attained. Therefore, please read and follow this instruction guide completely. If your abilities do not match this procedure's requirements, contact an experienced contractor. You may direct any questions about this or other products to your local Andersen dealer, found in the Yellow Pages under"Windows" or call Andersen WindowCare°service center at 1-888-888-7020 Monday through Friday, 7 a.m.to 7 p.m. Central Time and Saturday, 8 a.m.to 4 p.m. Central Time. Thank you for choosing Andersen. Important Every assembly and installation is different (windloads, structural support, etc.). Andersen strongly recommends consultation with an Andersen supplier or an experienced contractor, architect, or structural engineer prior to the assembly and installation of any Andersen product. For installation methods not covered in this guide, (i.e.through jamb) please visit the Architect Detail File on the web (www.andersenwindows.com). Andersen has no responsibility in regard to the post-manufactured assembly and installation of Andersen products. AWARNING Using ladders and/or scaffolding and Improper use of hand/power Weight of window/door unit(s) working at elevated levels may be hazardous. tools could result in personal and accessories will vary, Use a Follow equipment manufacturer's injury and/or product damage. reasonable number of people with instructions for safe operation. Use extreme Follow manufacturer'ssufficient strength to lift,carry, caution when working around window and instructions for safe operation and install window and door door openings. Failing from opening may of equipment. Always wear unit(s) and accessories. Always result in personal injury or death. safety glasses. use appropriate lifting techniques. AWARNING Unless specifically ordered,Andersen windows and doors are not equipped with safety glass, and if broken, could fragment causing injury. Many laws and building codes require safety glass in locations adjacent to or near doors. Andersen windows are available with safety glass that may reduce the likelihood of injury when broken. Information on safety glass is available from your local Andersen dealer. A@L I • Andersen°Head Flashing and Installation Flanges DO NOT take the place of standard window and door flashing. Unit must be properly flashed and sealed with silicone for protection against water and air infiltration. Use non-reflective flashings. Highly reflective flashing tapes can raise the surface temperature of the vinyl to the point where vinyl deformation and product damage may occur. • Do not apply any type of film to glass. Thermal stress conditions resulting in glass damage could occur. • Use of movable insulating materials such as window coverings, shutters, and other shading devices may damage glass and/or vinyl. In addition, excessive condensation may result causing deterioration of windows and doors. "Andersen" and "Andersen WindowCare" are registered trademarks of Andersen Corporation. All other marks where denoted are marks of Andersen Corporation. ©1997-2004 Andersen Corporation. All rights reserved. 1 Instruction Guide 0005134 Revised 07/09/04 i 9-ror iW-�w - I . fl[!i-L9Z 9DC)'%Vd +OOt0-ML COC 'P91 1-)Is4 14Ytroly(OOy'p� � .--•" i e7� 4Lt(r WI�71! •CMN 9FO1-CpCISS 'NM'1MOd:WB _ '"�N g � �Iql LB aAS C£Zt MlSON :IN WkVWI4A 001 nTM sy•+v o N'JI!xl0 1Of100Md�I SN3NHV1d •S»NI9N3 Nt)l�KlOdtlO`�_.�ONV r..• —.•—�. - . N qY irid�'[V 3MOpNw fNfIH 3lElfm HS — A; J . Q ' K C9 s^ Ly6 e Wal o i `\q* _ I v p II -..•i� a3'N�MINr�C'- .. E s ��V 0 - � aN M ij 'lei o • CITY OF ATLANTIC BEACH f S 800 SEMINOLE ROAD J r ATLANTIC BEACH, FLORIDA 32233 9 INSPECTION PHONE LINE 247-5826 �A J131 a'' Application Number . . . . . 05-00030000 Date 4/06/05 Property Address . . . . . . 210 PINE ST Tenant nbr, name . . . . . . CEDAR SHINGLE SIDING Application description . . . SIDING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 27800 Owner Contractor ------------ ------------ ------- ----------------- MIRANDO, CAROL MARTIN HOME IMPROVEMENT INC 210 PINE STREET 5749 HAVEN ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 737-5009 --------------- -------------------------------- ----- ----------------- ------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 170 . 00 Plan Check Fee 85 . 00 Issue Date . . . . Valuation . . . . 27800 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ------- --- Permit Fee Total 170 . 00 170 . 00 . 00 . 00 Plan Check Total 85 . 00 85 . 00 . 00 . 00 Grand Total 255 . 00 255 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODEC,} NG OFFICIAL CITY OF ATLANTIC BEACH Cc: BUILDING / ZONING DEPARTMENT ; ra 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 ... ... _. (904)247-5800 ." t -' r (904)247-5845 Fax ' www.coab.us MAR aq x # PLAN REVIEW COMMENTS t Permit Application # OS- `�OC) ' t Property Address: Applicant: Project: This permit application has been: E Y Approved Reviewed and the following items need attention: C d fjas —A-tAi4-( 2 20 �AA t"P c• F8 Please re-submit your application when these items have been completed. Reviewed By: Date: ,�� Date Contractor Notified: 3 3 Mar 08 05 02:31p City of Atlantic Beach Bu 904-247-5845- p.3 t 1 r CITY OF ATLANTIC BEACH MAR q r SIDING PERMIT APPLICATION Datei Job Address: A 1 D Owner of Property: C /r}(Lv, M'1 .1-pl, y `g'' q p)- 94 C, 2 Address: 2� f- �T! e t-f" } Ck�, ;c - Telephone: Legal Description: Block Number: S ec Lot Number: 5 Z''"` Zoning District: Siding Contractor: { 1 \R aA 'oni G ::I_"U r+C•��c Contractor's Address: � al h v t Z / -L SG-%t,, 1(.t- Z_L1 Telephone: 7 -3,7-S Gen i Fax: 5? I '� 3 Describe proposed use and work to be done: l e d A2 Present use of land or building(s): I` Valuation of proposed construction: �� 7 i 0 0 0 0 Is approval of Homeowner's Association or other private entity required? AJ 4-"' If yes,please submit with this application. Procedure: In order to expedite issuance of permits,please follow.all steps and provide all information as aporoariate. Incomplete applications may result in delay in issuance of permit. 1. Provide detailed information of product being used and how it is to be attached,i.e.,fasteners,etc. 2. Provide completed Owner's Authorization Form if applicant is other than property owner. Address and contact information of person to receive all correspondence regarding this application(please print). Name: t_ a.A . Mailing Address: 7 4 q l A /e_,, �4 Ax _S a �-� San 0 L 3 Telephone: ::2 3 `t—S Fax: eel— 1'73 4 E-Mail: /� (�2 C.c�r"�Chs . ,NN 800 Seminole Road Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •hftp://www.ci.atiantic-beach.fl.us Page 1 Revised 3/04/04 Mar 08 05 02:31p City of Atlantic Beach Bu 904-247-5845 p. 4 1 hereby certify that all inf rmation vided wi application is cprreot. Signature of Owner: Date: �/ J 1 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: Data AS TO OWNER: Sworn to and subscribed before me thisLl day of m k " ,-2.00 State of Florida,Countyf9RUN4,-4- JAAGG1E 1�AR7tp��j nt-F ignature: _ ` Y s Notary pub" -Staff s 1.,r 1E7o'AB1-_r. e y known 8�µ DO Commission 3 Dd Identification ,rte Type of Identification Produced AS TO CONTRACTOR: Sworn to and subscribed before me this v day of .20 y State of Florida,County of Duval Notary's Signature. '11Mti;, JENNIFER SCHLUETER MY COMMISSION#DD 121301 E] Personally known 0. EXPIRES:May 27,2006 aom:ed T%Notary Pic tJmletvrritets P oduced Identification yam 7� Type of Identification Produced r// Lo 50 z--(.a L(j�4 — 0 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 .Fax: (904)247-5845 •http://www.ci.atiantic-beactLn.us Page 2 Revised 3/04104 Mar 30 05 03: 43p Ken Martin 904 821 1734 p.2 NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Pemdt No. Tax Folio No. 1707 0000 State of Florida County of Duval 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 los staled in this NOTICE OF COMMENCEMENT, Legal description of property being Improved: 10-16 16-2$-29E SALTAIR SEC 3 LOT 524 Address of property being improved: 210 PINE ST Atlendc Smoh,FL 32233 General description of improvements: Sld Owner MIRANDO,CAROL Address 210 PINE ST Atlantic®each,FL 32233 Owner's interest in site of the improvement Fee Simple Titleholder(if other than Owner) Name Address ContractorMartin Home Improvement 6A Address 5749 Haven Road Jacksonville,FL 32216 � Phone No. 757-50Dq Fax No. 821-1734 Surety(if any) Address Amount of band 6 Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No. In addition to himself,owner designates the following person to receive a copy of the Liences Notice as provided in Section 713.06(2)(b),Florida Statutes.(Fill in at Owner's option). Name Address Phone No._ Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): /� THIS SPACE FOR RECORDER' USE ONLY OWN" ?6i 1 I f"_Z b �D to; �� S Before me this_1 i_day of DS60 (.._11", _in the Ooc 0 2005103589,OR BK 12378 Page 491, County of Duval,State of Florida,has personally appeared Number Pages:1 Filed&Recorded 03/30/2005 at 02:47 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY 271 RECORDING$10.00 NotaryPua t Lar t l�L/J My commission expi +�. 1 MARTIN We .� Personally Known NOtary pt+ 'Sfjb ' _ Produced Identificatl �pu�14 Rpr 04 05 09: 41a Ken Martin 904 821 1734 p. 4 APR-01-2005 FRI 02:28 PM CSSS _ FAX N0, 604 820 0266 P. 06 '. � .•.• � � •� � � '. � � � � ' Ilq�lbeoelc•iiii>�tort. �' `• ' ��• .�DnderwriLe�'S : . . . � ., .. .' � ' .. t�marocu..a.eoo�z-zone iii. . • .. • . .. iok.';a4r uz asoa.. 47 o�tomcc sank :1 877 8'541 y r Projet 64CA0¢2�9 R 1;00 CoMKr$ ST »G'$RTS•- '�"+D11Tt SHA1Qsr. ' • � ', a... • •NrC�'.PIGR�EN...REAL"SD.A,R .. .. • ' ,�:`�.• •�'-, ,' ..and-�h3.�i9�t $ureau .... . .:;�: ' ' � .-�'Capyright• ®::•'��Q0�•� UadaXwr�,tOX:�:... •. .. . . rxtorfrcer'-17n� .. duitboxz �s.�t,'�a,�`a1iOv'e�.n.isi�ed�Qri►PanY:to,: '•. .. • . xeproduce,:thie�:'Re�orc.��iro'pid�d'`it•• i'4.represii�c•e�, is»:•x'�d';eritiro�y: dGrw.icstaz Iiaborat'ocies'ba.`res made•'o! ''tes.'xxt4 �► 'i'pa cvacaaed;:is,'Cbie f 'r'•',wli e r & :.gx::nosiaas' i4. t uxud*r.. itei�m',.' �t�:'; :IpYeas;:.`cx ': .8" Repoarc arid.�i? 'nq. e�!trt:'s�a17: `;iacluding ,but' bis $'%on xst:Ziability.'tot'damsrgea w:,tt�. ". iiCUIX...apy.,° Via' eh'ci.a� age :;'-ari`f 3 out off, oz: ►'. coupe t :iiitted:to.,' c'a:is�Qu Cbe ifoioAa£ioa �c?tairieii, in phi. t 'ude:r';off` fnabf]3ta► to`ose' ;X.or ;;r.: APPROVED. CITY.-OF'ATI:'RNTiC.BEACH BUILDING OFF LCE R 0 4 2005 ' a solei w'o�Y4 uritl: intd4Trty: a�es�stoa• �n•4 ,kns�f�'ap� An �n6ependPt� S[$an:in:r0n wo�Ki19 Rpr 04 05 09: 41a Ken Martin 904 821 1734 p.3 APR-01-2005 FR1 02:31 PM CSSB _ __. FAX N0. 604 820 0266 P. 13 C� Cedar Bh�cA� S, Bureau IMPORTANT MEMBER NOTICE Certi-labelTM products withstand 245 MP11 wind speed November 30,2004 Ttoday that Certi-label shakes and shingles he Cedar Shake�Shingle Bureau announced Y have undergone the UL(Underwriters Laboratories) 1897 fourth edition"Uplift Tests for Roof Covering Systems"with exemplary Certigradeg Shingles 90 PSF(pounds per square foot) • Corti-Split(&Shakes l80 PSF As�quent report tiY a Florida Registered Professional Engineer converted the PSF numbers into miles per hour figures using the analytical method for'wind desiga of roof cladding set forth in Section 6 of ASCE 7-98(American Society of Engineers).Results, using no safety factors,are as follows: • Certigradet shingles withstood wind speeds H Certi SpUto shakes withstood wind speeds of 245 MFH It should be noted that these calculations�m PSF to Me conductedPH uusing ASCE 7 98 ror a specific house in the esults County area of Florida.when converting from roof slope, will vary depending on many factors including building height,location. and environment etc.Members are advised that all design parameters, components of limitations of use set forth in the Florida engineer's report are necessary further interpretation. CSSB Chairman, john Cole stated, ,this is great sews for the members of the Cedar e Bureau, and it proves what we have always believed. products are a natural roofing Certi-label rode & Shingle, choice that are able to withstand the elements of Mother p Nature:'A full report is available:please contact the CSSB at 1-800-843-3578. Rpr 04 05 09: 41a Ken Martin 904 821 1734 p. 5 APR-01-2006 FRI 02:28 PM CSSB, _ FAX NO, 604 820 0266 P. 07 5i1e SV2200 Parc 03 Issued: a00'�-08-�,a GvNmtAL le MCertiThe gmde"ibandtot a rtdhis Cedar shakeort s identified.. as cedar "Certi-splitafLed as Tha object of this investigation w4s to develop uplift•xesi.-st&Ace test data, without conclusions, on the aubjact products in accoYdassce With 1897, Fourth 9dition, entitled •Uplift Tests for Root Covering �Y. Rpr 04 05 09: 41a Ken Martin 904 821 1734 p. 6 APR-01-2005 FR1 02;29 PM CSS9 FAX NO. 604 820 0266 P. 08 Page ! issued: 2004-09-24 Fi1F SV22fl0 ' OESCRTPTYON ,jkTB.RXALS: is The followir others serroted tnetxareialsaweacesthaisameetozsboth asser,�b'_-iea asseribl ics. wood Supports No.(joists or Rafters) - Komi:►al 2 S,r�- by i0 o. 2 glade (1-1/2 in. by 9-1/4 in- actual) deep wood fr&m:n5 members. spruce-Pine•-Fir.. Plastic - 0.006 in. thick POlYethylene was usedto Prevent Pressure leakage. Located between the batters and shingles and shakes, under'layment - ASTM Type 30 asphalt saturated felt was used for the shake test. fothe Wood Battens - prugla 6Fin.wood was sXe tesed) battens,i in. by 4 in. (shingle test) and 1 Fasteners (Screws) - Fasteners used to attach the battens to the wood supports were No. 8 2-1/2 in. long dry-wa11 screws. Fasteners (Nails) - Fasteners used to attach the "Certig=ede" shingles to the battens were Id the e�lousplit shakesless ttolt3te� ►tc is nails es6d Fasteners used to 2-112 in, fang stia^nless steel ring shake nail:. 0.45 in. 5hirgles - The shfngles used in Test No. 1 were le in. long. thick at the butt with a 5-1/2 in. exposure. The: shingles were de5ic):�tE� ~Certigx'ade' . Shakes - T;ne shakes used in Test No. 2 were 24 in, long, 3/4 to thick at the bunt with a 10 in. exposure. The shakes were designated "Certi-Split' . CONSTRUCTION OF TEST ASSEMBLIES: members of The asserblies were constructed under the observation o€ Mde:•writets Laboratories, technical staff. wood Joist Description: - The joists were spaced 24 in. on center' Apr 04 05 09: 42a Ken Martin 904 821 1734 p. 7 APR-01-2005 FRI 02:29 PM CSSB FAX N0, 604 820 0266 P. 09 File SV2200 page 2 Tssued. 2004-oB-24 Test Assembly No. 1 -"certigrade" Shingle Bach batten was attached to the wood joists with 2 screws per Joist. The first batten was located 6 in. from the euter .edg® 0:6 the woodb10tene second batten was spaced 1.114 in, from the {first. The regaining att were spaced 2 in- apart, except the last one. This was spaced 3/4 in, from Che previous batten. The shingles were attached to theebattets ailhwas�/�eto°1 in hfroa► the shingle, 6-112 in. fro* the leading edg shingle edges. Test Assembly No. 2 -"Certi•Split" Shake Bach batten was attached to the wood joists with 2 NOVO".•per joist. The first batten wits located 6 in. from the outer edge of the wood joist. secondatten wax seco d. Thea fromthe remaining battens were spaced 4h1/2 ins apartd 4 in. The underlaymsnt was located on the battens 20 in, from the leading edge of the shake on each corner. The shakes were attached to the battens with 2 nails for each shake, 11-1/2 in, from the leading edge. Each nail was spaced 314 to 3 in. from the shake edges. Rpr 04 05 09: 42a Ken Martin 904 821 1734 p. 8 APR-01-2005 FRI 02:29 PM CSSB T _ FAX N0. 604 820 0266 P. 10 Fila SV2200 Page Tl-1 of 3 Issued: 2004-08-24 TEST RECORD NO• 1 L'pLIF'C TESTS: LJi,18�7, The uplift testa were conducted in accordance with standard -Uplift Taste for Roof Covering &YsCe� Fourth Edition, Entitled 9AmPLE The test assemblies were consTructeedssasdescribed in.the section of this Report under "COh$truation of st l'4ETROD The standard test equiPmeAt of Underwriters LThe test a Inc- for spas deck constructions waa used for the uplift texts' The test apparatus was as described in 5aetion 5 of �' 1997' ived The Classification for uplift resistance, exPreB%upliftpTestssfor rRoof from tests conducted in accordance with tAe Ssubjects a minimum 10 by 10 ft covering Systems", UL 1097. The test method subjects pressures whir-h test sample to various short-tern ii m'n. incremenstBCe�aessecurement to a represent the uplift forces imposed $to hisrh velocity winds specified roof deck when exp chamber to create The test apparatu6 consisted of two sections' a top asitive pressure . a uniform vacuum, aand a bottom chensbeded createeseure taps located The top and bottom ere sea are P o the velocity of the air such that the pressures readings are not affected by into or from the chamber. A.pM1anon►ster is uva�m pxesgureewaseusedttlxm and positive pressures. For tbase ttsts, only The pressure differences were adjusted such hettachment and heldl"d 30 fsf or uplitt pressure was exerted upon the roofing system 1 min. This process was repeated with maximum additional 15 {ssf maximum pressure increments, each held for 1 min. RESULTS ,ft pressureThe assemblies were subjected to uploaccordance with the . loading schedule through a maximum of 90 pat for Test No. 1 aria , pas for Test Nq. 2. Prion to and during the attainmentattainment of these pressures, there 41a9 no sign of failure. The mode of failure for 'Test zoo• I w3aash�ngleiin tht�laetecourse last chad se completely pulled away frog the nails and cracked ati the nail line at I05 pst. 'the na11s were intact and not bent' Apr 04 05 09: 42a Ken Martin 904 821 1734 p. 9 APR-01-2005 FRI 02:30 PM CSSB _ _ FAX 90, 604 820 0266 P. 11 'File SV2200 Page T1-2 of 3 Issued: 2004-08-24 failure for Test No. 2 was a corner shake completely pulled The mode of The nails were not bent' away from the Nails 3t 195 p8f. Per the sponsor's request, the following is a sample conversion for sing the A 1b/ft' uplift resi3tance to wind speed uitS standard be noted that 6.5.10 (velocity pressure) for a given building• pressure on a roof due to there are many factors which will affect the uplift wind. The magnitude of the wind velocity across a► roof deck and. the resulting upli:ft pressures on a roof deck are depenemto u'DO?% 'on sa such as 'wind gusts• thd the e shape o£ the roof dank, edgegulift landscape surrounding the roof deck 8t71(Minimum Design Loads for Bni]diaJs pressure for a building use ANSI / and Other structures) ' Velocity pressure, qr evaluated at height s is calculated by the following equation from ASC= 1, Section 6.5.10• qa M o.00256 XxXtT-731 tIn SI: q= n 0.613 KjCttWP1 We) ;; V in m/91 Where: Kd is the wind directionality factor defined in Section S.S•4.4 R. is the velocity pressure exposure coefficient defined in Section 6.5.6.6, Ktc is the topograpbie factor defined in Section 6.5.7.2, V is the basic wind speed, r is an importance factor determined in aceor"nee With Section 6.5.S, The numerical coefficient 0' available 1ble in sI) s the selection ofpa where sufficient climatic data are available talication• diffezent value of this factor for a design epk? speed, v, based on a Follo#rin9 are the values used to determine wind aP velocity Pressure, qx, Of 90 pet. Kx r 0.70 +fid r �.00 Rpr 04 05 09: 42a Ken Martin 904 821 1734 P. 10 APR-01-2005 FRI 02:30 PM CSSB - _ FAX N0, 604 920 0266 P. 12 File M200 Paye T1-3 of xseued: 2004-09-24 0.00256 x C.70 X 1.66 x 0.85 x1.o0 V2 g0� = 36000 0.0025 V r 190 MPH Reviewed y= ,Report k:y= BERT KS tBxt 41514) k,79 B}►TtER lExt. 426$8) Section Manager Staff Mgineex Fire Protection 1 1` Fire Protection Div. Apr 04 05 09: 43a Ken Martin 904 821 1734 p. 11 RPR-01-2005 FRI 02:26 PM CSSB FAX N0, 604 820 0266 F. 02 Mei .L.C. .. Exterior Research & gn, L Building Science and Envelope Consultants CeMfWate of Authorizaftn 99503 November 8,2004 Lynne Christensen Cedar Shake&Shingle Bureau P.O.Box I t78 Sumas,Washington 98295 RE: Test Pressure vs.Maximum Wind Speed Analysis Certigrade Shingles and Certi-Split Shakes ERD Project 03650.040 Dear Lynne: the results of This letter serves to document the results of an analysis conducted to translate corresponding simulated wind uplift testing of(„ertigrade shingle and Cerd-Split shake systemhod for maximum allowable basic wind speeds. Se 'on 6 of ASCE 7-Dcanducted the analysis uti ;d8`with test�results othe �nh cal Undetrwricers wind des'Ign of roof cladding set forth in Laboratories,Inc.as the baseline system performance data. 1. ROOF SYSTEMS: The foil-owing roof systems are examined in this report•as set forth in the referenced UL Report 04CA06279. Note: A 6-mil thick polyethylene film was loose-laid between battens and shingles/shakes to establish the pressure differential across the system. TM Wood.7o)stsr Nominal 2 x 10 in., No. 2 Grade Spruce-Pine-Flr supports spaced 24 • in. o.c. r the UL Report attached at .. Wood Battens: 1 x 4 in., Douglas-Fir battens spaced per each wood joist with two No. 8 x 21/2 in. long drywall screws. Shfngles:Cartigrade measuring 1&in. long, 0.45 in. thick(butt end) having a 51/2 inch exposure attached to battens using two 3d x 1%.in. long stainless steel ring shank nails positioned 34 to 1 inch from each edge, 61/2 in.from the Leading edge. Wood]ois>»s.` Nominal 2 x 10 in., No. 2 Grade Spruce-Pine-Fir supports spaced 24 in. O.C. ' ns spaced per the UL Report attached at Wood Softens., i x 4 in.,Douglas-Fir batte each wood joist with two No. e x,/ 30 felt)installed pedrywall ws. recommendations. Undarlayment.ASTM D226,type ( Shaklssr Certi-Split measuring 24 in. long, %4 to 1 in. thick (butt end) having a 10 • inch exposure attached to battens using two 6d x longstainless the lead steel edge. ring shank nails positioned 3A to 1 inch from each edge, 11,1/2. n MAin office 2412 7`"Avs W+ Svicc IOL . Saactla.WA 981 19•Vol"(106) 497-6634. F" (206)467.5840 • Seattle,WA 981 19 •Voice (206) 294-3626 . fax(206) 248-]330 Laboratory;600 VY.Niekerlon 8t RD East:2 Mattoon R*%4 •wsterbury,CT 06708 •Voice(103) 59b•7884 • Fax (203)596.7658 E Rpr 04 05 09: 43a Ken Martin 904 821 1734 p. 12 APR-01-2005 FRII02i26 PM CSSB FAX N0. 604 820 0266 P. 03 I.yone Christeasea,CM Re: 'rest pressure vs.Maximum Wind Speed An8Ws15 November S,2004 -E-RD page 2 of 4 certificate of Autbarkratiop*9503 2. SYSTEM PERFORMANCE TESTING: UL Report 04C,A06279 dared 08/24/2004 documents results of simulated wind uplifl:eesting of the above noted assemblies in accordance with UL18970 as follows: e Asmmb/y lft t: Pass 90 psf. a ASsembjy No. 2: PaSS 1$0 Psf. 3. DESIGN PARAMETERS: ERD utili2ed the following parameters,as specified by the client,for the analysis outlined in Section 4 herein. �j►rion PaCstoal�C Yadue Max.Roof Height(h)- _15 ft Roof slope(a); 300 < e < 450 Building ExpoSune: C Category: 11 Importance factor: 1.0 Designing for, Mechanically attached cladding Tributary Area: c 10 ft2 a, Enclosed Buildings b Gco= +0.18 C. The eload ling I not to apply(Kda=i ig)niticant hill, ridge or escarpment (ttzi= i) d. Na overhangs. 4. ANALYSIS: ASCE 7-98,Section 6.5.12.4 specifies the following equation to the determination of design pressures(p)for any particular cladding system at the client-specified roof height p= 4b [(GCp) - (GCvi)l where qn = velocity pressure(psf) GCp = external Pressure coefficient Gc,, - internal pressure coefficient Velocity pressure(ql,) is a function of basic wind speed,as noted b s qn = 0.00256K,%ztKdV2I where K= = velocity preure exposure coefficient Kn = topographical factor Kd = directionality factor V = basic wind speed (Mph) I = importance factor 101 •Seattle. WA 96119•Voice (206) 467-0054• Fax(206) Main office:2412 7`"Ave W•Suit* 6-70"467-Sd40 ERG East:2 Mattoon,Road •Waterbury, CT 06108.Votes(203)596-7834• Fax(203) 59 96�5130 Laboratory:600 W. Niekereon St• Seattle,WA 981 19 •Voice(20..'v`�98-9620• Fax (206)2 x1-194 t"Wiee Lao Codes 2005631 0 Rpr 04 05 09: 43a Ken Martin 904 821 1734 p. 13 APR-01-2005 FRI 02:26 PM CSSB FAX N0. 604 820 0266 P. 04 Lynne Christensen,CSW ,to. Test pressure vs.Maximum wino N erred AnalYsis 82044 page 3 of 4 ERDV Certificate of Autherliati•a 09503 Combining these questions and solving for basic wind speed (V)yields the following V = {p 1 [0.00256 K=Ka Kd I (GCp - GCp+)1)'' wherethe following ya&Awes apply for the purposes of this analysi& p = test pressure' _ -90 psf(Certigrade) -- -180 psf(Cefi-Shake) exposure coeffident = 0.85 VIXvelocity pressure expos = 1,00 Kzt = topographical factor 1.00 Kd . directionality factor _ 1.00 I = importance factor. -1.20 (for critical zones•2 8r 3) GCp critical external pressure cAefFicient S +0.18 GCpi internal pressure coefficlent SYI : Table 1: Maximum Basic Wind Speed cerddrade-and Certl-shake 5ys>um Maxiinum Basic Wind certigrade173 mpn : 245 mph Certi-Shake: S. LIMMATIONS OF USF-*' on of the design A. The maximum basic wind speedresults Section 3e Building condkionss fading outside of these parameters and assumptlom outlined parameters require supplemental analysis. B. The maximum basic wind speed results outlined in Table l are a fiancticn bf baseline system performance data with no margin of safety appl• • Any marri of safety rec red by the Authority Having Jurisdiction requires supple�tal analysis. (i.e.,one cannot simply apply it should be noted that the relationship between test pressure and wind speed is non-linear(i the specified margin to Table I wind speed results). e sPeciric to the C The system performance data upon which the Table 1 results are $ed variations these tested systems described in Section 1 and in the referenced UL Report• assembl'les could affect system performance and,therefore,affect maximum basic wind speed. 14t the r>:Auest of the dient,this analysis includes no margin of safety applied to test Pressures. Main Office;2012 y`"Ave W • Suite 101 •Seattle.WA 92119•Voice(206) 467-0054• Fax(206)4674840 ERO Ease: 2 Mattoon Road a Waterburyk CT 06708•Voice (203) 596-7811;• fax(203) 596-7058 ►ayoratory: •Seattle.WA gill 19•Veice.(206) 290.3620 • Fax(206)296-3130 600 W. Nickerson St �L-199 CWRrO Lab co".ao05i3-0 Apr 04 05 09: 43a Ken Martin 904 821 1734 p. 14 APR-01-2005 FR I 02:28 PM CSSB FAX N0. 604 820 0266 P. 05 Lynne Christensen,CS58 Re; Test prCSWM Vs.Maxtmum Wind Speed AnaiysiS November ti,2004 ��Dp�� page 4of4 v. t:►>!./ Certlticat•of Authorisation 4*9303 6. CONCLUSIONS: The to basic wind speed, as defined in ASCE 7-98,for the roof assemblies described '+n subject to the limitations of Use set forth in Section 5- Section 2 are as sec Earth in Table 1 herein, Please contact our office with any questions. Sincerely, Robert Nieminen,P.E. Florida Reg.No. 59166 General Manager,ERD East and Other SY ittrs La boratories,Inc. C)2000 AMOACan Sudety or Civil Engineers. ASCI°7-98,Minimum Delp toads for BWiding "UL 1897.UPlilt Tests!or RO&Covet"Systems,®underwriters la pteie Ottic+: 1412 7`"Avow• Suite 101 •Seattle.WA 981 19•Volco(206) 467-005A•Fax(206)467-5640 ERD Essc:x Met�oon Read•Watwrbu�y.GT 06704*Voica(203) 596-7884• Fax x(20 )795.58 �bpracorr:600 W. Niakorson St• Seatt{a, WA 98119•Voiee(206)298-362 0• Fax(206)298.3130 WAAP TL-199 certified Lab Cede:soosda-o Rpr 04 05 09: 43a Ken Martin 904 821 1734 p. 15 APR-01-2005 FRI 0226 PM CSSB r FAX N0. 604 820 0266 P. 01 MEMO Date: Dec 2, 2004 From: CSSB Marketing Department Re: Test pressure vs. Maxiumum Wind Speed Analysis CertigradeO shingles d Certi-Splitg shakes ERD Projed 03654.04 Please note: Further use of the attached information intanyCform,tnmentp�or to uall sreertising, MUST be authorized by the CSSB marketing states The CSSB agree report with exteriors b e arch incl ded in any ad ertising of the that certain aspects of the report m findings. This report was conducted with Cef6-la Products. products and therefore mus onl be referenced with Certi-label p reference to this report in conjunction with non Certi-latae) products could Ari► actin, result in legati action andlor disciplinary in our members best interest by We trust you understand that we are acting putting these stipulations in place. if you have any questions please do not hesitate to contact our office. SIDEWALL FASTENER GUIDELINES Nails NO Each Cerd4abel Western Cedar shingle or shake should be ! � applied with two corrosion-resistant fasteners,Overdriven >�� such as ' k' stainless steel(type 304 or 316),hot-dipped zinc coated,or 67,01110V x aluminum nails or other fastener as accepted by your locale .� .. building official.Minimum nail lengths are shown in the NO fastener chart below.in double course applications,the Underdriven exposed Cerli-label Western Cedar shingle or shake shall be 4i retardant face-nailed with two hot-dipped galvanized or stainless steel pr = casing naas,driven 2"above the butt line,and 3/4"from (Pwte- each edge.Cerd4abel Western Cedar shingles wider than faedar YES 10 require 2 additional nails and these two nails are driven AtW�'S ask fire treatment Correct-flush approximately 1"apart near the center of the shingle. wfthsurface StaplesIYVlI[ifIC�12flafCe rem #or use 1 their Staples should be aluminum or stainless steel(type 304 or PoCech- bei Figure 4:Nail Driving Fi$U Drrvrng Detail 3%)16 gauge or other fastener as accepted by your local Westet ► etlarsb)ng(es atld building official.Two staples should be driven per Cerd4abel Aalms.�,11 Some SGetters atenp#' Western Cedar shingle or shake with the staple crowns 7/16" wmpattbie with#rated:inatetxat minimum horizontal,maximum 3/4"horizontal,to the Certo label Western Cedar shingle or shake butt Staples are lnfo� ►atie ;!� P driven in the same location as nails relative to the sides and use !sdewap overlapping butt One.Certi-label Western Cedar shingles phi O 00t16 Please., Centetine of heart wider than 1o"require 2 additional staples and these two c60"1 fo1r� staples are driven approximately 1"apart near the center of itel the shingle. faistemet'+�Irtads:. 11/2• Fasteners should be long enough to penetrate into the sheathing at least 3/4"or all the way through and driven Knot or flush with the surface of the Cerd-label Western Cedar simlar defect shingle or shake.in all applications,staples shall be 1 2 concealed by the course above.Fasteners cannot be electro- galvanized as they will cause staining.Kalb are preferred, Faure 5:Course Alignment for aesdw&reasons,in sidewall appBmtions using exposed fasti mm We srwhr�le Fastarrer matafl Single rurse Sidewall Fasteners im Double r (Product Type Nail Type&Minimum Length duct Type Nail Type&Minimum h Certigrade,R&R and Cert! e,R&R and Sanded Shingles Type(in) Sanded les ype(in) 16"and 180 Shingles 3d Box 11/4 160,18"and 2 hingies 5d Box 13/4 24"Shingles 4d Box 1 1/2 or a size casing nails Certigromfe Shingles Type(in) Certigroove Shingles Tyne(in) 16", 18"and 24°Shingles 5d Box 1314 16°and 18°Shingles 3d Bax 1 1/4 Certi-Spilt&Certi-S n Shakes Type(in) 24"Shingles 4d Box 1 1/2 18"Straight-Sp s 7d Box 21/4 Corti-Split&Cerli-Sawn Shakes Type(in) 8d 21/2 18"Straight-Spilt Shakes 5d Box 13/4 185 and 24" andsplit Shakes 7d-Bqx 21/4 18"and 240 Handsplit Shakes 6d Box 2 24"Ta plit or 8d /2 Shakes 7d Box 21/4 24"Taperspiit Shakes 5d Box 13/4 or 8d 21/2 18"and 24"Tapersawn Shakes 6d Box 2 18"and 24"Tapersawn Shakes 7d Box 21/4 or 8d 21/2 De#p Old Appikadon In'uCtionS 1110411aft Furring If required Once the old exterior wall material has been 1.Apply new casing to bring Cerd-label Western removed and the old nails or other Cedar shingles or shakes hush with surface Protrusions cleaned away,the new wall can 2.The integrity of the original flashing is to be be applied.Type 30 felt underiayment utilized.Additional trim Is considered to be should be applied since it is new decorative only.If the original window does not 1 construction. have good structural Integrity,it must be removed and a new one installed.New casings 2 O"Mra ft are to be installed as part of proper wag construction as shown throughout this manual. Applying Cern-label Western Cedar shingles or shakes right over an old wall-whether Figure 12:lytpical Window and poor Ging Delail wood,brick;stucco,or synthetic products-is easily done.It saves time involved in both removing the old exterior and in disposing of it However,avoid nailing over vinyl or _ aluminum as they are not sufficiently strongr to provide a proper support Ar%nail moukkng strips on the face of i existing window and door casings,flush with the outer edges.The Certii-label Western Cedar shingles or shakes are then joined to the mouldings(Figure 12). Figure 13:Over Beveled Siding Detail Over Beveled Siding-Applying a new CeCabel Western Cedar shingle or shake Double starter course wall over old beveled siding can be accomplished in either of two ways:1)By fiVing in the low points of the wall with low grade lumber or plywood strips(Called 1 x 3 or 1 x4 nailing horse feathers)of appropriate thickness and strips spaced according to thereby increasing the potential nailing Western Cedarsure of surface,or 2) shingles or by nailing the CertHabel shakes,regardless of Western Cedar shingles or shakes to the high single or double course. points of the bevels of each course of the old (See pages 6-7) wap,or of alternate courses(Provided it does not result in weather exposure greater than is recommended(Figure 13). Ensure that the fust course is properly Figlere 14:Over atter.All Cerrti-label Western Cedar Masonry Wall shingle and shake product installation must Double starter course meet nailing and exposure guidelines as detailed in this manual.fi may be necessary to add occasional nailing strips. e Over Nlasoary-Masonry walls are easily covered,by vertically furring the walls and Over Stucco-Nailing strips should be appl*g nailing strips(1 x 3 or 1 x 4)spaced attached with nails long enough to penetrate according to the exposure and sirhgde/double the stucco and the underlying sheathing.Do course product design.The nailing strips not apply directly to the stucco,which is too should be fastened with special nails,driven weak to provide a proper support N the old between the bricks or blocks,so that the stucco is removed,new Type 30 felt outer shingled wap will be firmly attached underlayment is then applied to the walls, (Figure 14). and the shingling can proceed as in new construction(Figure 15). Figure IS:Over Stucco Detail Double starter course SIDEWALL APPLICATION GUIDELINES 12 General Application Notes t. The contractor shall cover all wall Sidewall Guidelines surfaces with Certi-label Western Cedar shingles or shakes bearing the Cedar This information has been designed to aid architects,consultants and Shake&Shingle Bureau's official grade builders in specifying Certi-label Western Cedar shingles and shakes.It marked label. suggests a standardized terminology and style for ordering in the hope of 2. Cer1i-label Western Cedar shingles/ improving accuracy.It incorporates a general outline of the latest application shakes for outer courses shall be(specify information.Please note,however,that this is an application guide only.The grade and length). information in this manual Is not intended to supersede local codes. 3. Cerli-label Western Cedar shingles/ Refer to local building codes for more information. shakes for undercourses shall be(specify grade and length). Sidewall Application 4. Certi-label Western Cedar sidewall shingles/shakes shall be(doubled or trioled)at foundation lines. Maximum Sidewall Exposure Chart 5. Certi-label Western Cedar sidewall Number One Grade Products shingles shall be spaced apart t/s"to IA.. le CCerll-label Western Cedar Product Grade Single Course Doubourse & Joints of Certiaabel Wein Cedar Certigrade shingles/shakes in any one course shall 16"Shingles 1 7" 12" be offset not less than 11/2"from the 180 Shingles 1 8' 14" joints in adjacent courses. 24"Shingles 1 101/2" 16° 7. Certi-label Western cedar shakes on 16"R&R,sanded,Cerfigroove Shingles 1 7" 12" sidewalis shall be spaced apart not more than 3/W'to 1/2". 18"R&R,sanded,Cer4groove Shingles 1 8' 14' B. Certi-label Western Cedar sidewall 24°R&R,sanded,Certigmove Shingles 1 101/2' 16' shingles/shakes shall be applied with a , weather aposure of(specily in inches 18"Hands lit Shakes 1 8' 14" from exposure chart). p 240 Handsplit Shakes 1 101/2" 18" Fastening Sidewall 18"Straight Split Shakes 1 8" 16' Shingles/Shakes 24'Taperspiit Shakes 1 101/2" 180 9. Fasteners should be long enough to penetrate into the sheathing at least 3/4"or 18"Tapersawn Shakes 1 80 14' all the way through and driven flush with the surface of the Certi-label Western Cedar 24°Tapersawn Shakes 1 101/2° 18" shingle or shake.In all applications,staples shall be concealed by the course above. Number Two Grade Products Fasteners cannot be electro-galvanized as Certigrade they will cause staining.For aesthetic 16"Shingles 2 6° 9° reasons,nails are preferred for sidewall applications. 18"Shingles 2 7' 100 [Note:Due to the diverse range of fastener 24"Shingles 2 9' 14' rerluirements,please refer to the dots on 16"R&R,sanded Shingles 2 6" 9" page 5 for fastener specifications]. 18"R&R,sanded Shingles 2 7' 10- 240 R&R,sanded Shingles 2 9° 14° 18"Tapersawn Shakes 2 7" 10° 24°Tapersawn Shakes 2 9" 14" SIDEWALL FINISHING ir5 MW FIMs(also known as Coatings) SemWansuarent and semi-solid stains In all instances drying time varies from region to There are a variety of paints,stains,and (penetrating oil-based):have some pigment but region.Excessive moisture will limit finish preservative treatments available for Cerd4abel allow some wood grain to show. adhesion.Check with your professional Western Cedar sidewall products.Certi-iabel Paint or solid stain:provide opaque coverage, contractor,finish manufacturer and/or sidewall sidewall products are available pre-finished, allowing little to no wood grain to show. (pre-printed or pre-stained)and natural product manufacturer for assistance. (unfinished). Cerfi•-label western Cedar Skkwall Surface Craning Please note:A detailed product finishing Finishing System:Preferred Paint System There are products that claim to be effective for discussion is beyond the scope of this Step t:Factory or field applied oil-based,stain- removing dirt airborne pollution marks,mildew manual;however,a brief overview is blocking primer on all surfaces. and prior finishes.if you dean the surface prior presented below.it is aitical to read the Step 2:Field-applied top coat of highest quality to finishing,ensure that it is allowed to dry to the instructions on the finish product`s container 100%acrylic latex paint.This type of top coat is finish manufadurees recommended moisture as well as follow the finish manta tureh's more flexible and more resistant to blistering and Ment level before applying a new finish. directions.AN areas of the world present cracking.The best protection against extractive Contact your finish manufacturer for more unique PaludWsbirdrig Challenges.Some of bleedingis the application of an oil-based stain- details. the baa you should discuss wpm you blocking primer hckLe the top coat is applied E Bring side"product manufacturer,tudsh OR Extractive bleeding is dwaderked by the manufak ,and professional contractor Less Durable Paint System tannins in the wood being dssolved in moisture Include the followbW. Step t:Factory or field applied oil-based,stain- and migrating to the surface of the product Rain t. Product coverage blocking primer on all surfaces. will sometimes wash these stains away;however 2. Surface preparation Step 2:Field-applied oil-based or alkyd top coat if left to weather,the sun can cause 3. Qualified finish contractors in your area CSSB member manufacturers do supply factory. polymerization,thus requiring the addition of a 4. Cekii-label Western Cedar moisture contentPrimed tannin blocker and new top coat of finish You level recommended for r specific locale products.These prodmore cast-effectivethan on-site priming.products are usually (ensure proper surface preparation before 5. Appropriateness of finish for Certi-label applying new top coat)once the moisture Westcort Cedar sidewall products Stains problem has been solved Compounds 6. Drying color versus sample chip color Use oihbased stains only.CSSB member containing oxalic add appear to be the most X Material Safety Data Sheet manufacturers can factoryapply a coat of semi- effective at removing extractive bleeding stains: 8. Mildew resistance transparent or semi-solid oil-based stain.This ensure you use Proper safety precautions and process is usually more cost-effective than on- follow the oxalic add compound manufacturer's 1 W resistance and water repellency site staining.Further enhancing the natural application directions. t o.Exterior/Interior finisfhusage durability of Cerd4abel Western Cedar shingles Extractive bleeding does not signify failure of the I L Depth of finish penetration and shakes,some CSSB members offer pass- appy finish,but instead is found in 12.Application method,including how to cover through finish warranties on their factory applications where a source of moisture is all sides of product mocing/stirring(to prevent finished sidewall shingles and shakes.These can Present Extractive bleeding is not a Iap marks),temperature,brush versus spraying be further enhanced by application of a final, manufacturing defect nor is it a finish defect;it is tools,and recommended proper dean up and field-applied top coat Contact participating CSSB a natural phenomenon that occurs in disposal of all tools,brushes and rags.Talk to members for details. applications.Tannin blocking products help, your finish manuladurer if you have questions To the Process however,the CSSB does not provide any finish abort back-priming instructions for your warranty.Check with your sidewall product particular project To hasten the weathering process,apply a manufacturer,finish manufacturer,and 13.Price.Do not be fooled by a low price.Better bleaching oil finish. professional contractor for more assistance. quality brands tend to be more expensive A How Soon to Fmish The CSSB does not warrant this information cheap finish will usually cost more in the long Generally finish products IMMEDUITELY after or bhstSnufion regarding finishm&If you see an run through quicker weathering,poorer installation PROVIDING that the moisture attractive job that has endured in your locale, coverage and less pigment Use only the Highest content is appropriate for both the finish product inquire about the type of finish used.Once quality products from your finish manufacturer. being used and your locale.if the finish is net Cerd-label Western Cir shingles and Qty finish manufacturers have technical applied promptly,adhesion will be compromised shakes are preswre4tu reguated treated you help lines you car cad(some are toll-free). (unless additional surface preparation is must coulact the treatment company to Advice is also available via the Internet undertaken). determine 9 a flnW such as paint w staK is The CSSB reeognt m these general types If you have installed a natural product allowable If!here is any confusion of finishes: (unfinished),apply your finish before rain and whatsoever k Is highly recommended that Transparent finishes(penetrating o1!@gKD: other moisture are absorbed.Ensure that you you contact both your sidewall product dear,allow natural grain to show through,may account for high humidity concerns. manufacturer and the finish manufacturer• also include paintable water repellant If you are using a pre-finished product(where Preservatives.Such treatment can possibly, finish is applied at the manufacturing plant), depending upon the product inhibit mildew ensure that the product is thoroughly dried growth as well as rapid change in color due before applying a top finish coat to weathering. PSC 2000 Series 2410 Log for Personal Printer/Fax/Copier/Scanner City of Atlantic Beach Bui 904-247-5845 Mar 312005 11:39AM Last Transaction Dg Time TL= Identification Duration Pages Result Mar 31 11:39AM Fax Sent 98211734 0:33 2 OK J° CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r, ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 t j��cy`r INSPECTION EMAIL REQUEST: Building-deptneoAus Application Number . . . . . 07-00001505 Date 10/30/07 Property Address . . . . . . 210 PINE ST Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3600 ---------------------------------------------------------------------------- Application desc REROOF, FL 183 . 10 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MIRANDO PLEMMONS ROOFING INC 210 PINE STREET P. O. BOX 37475 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32236 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 3600 Expiration Date . . 4/27/08 -----------•----------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 PERMIT IS APPROVED.ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. i L. � fl3 . 00 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 07_" sa OFFICE:(904)247-5826•FAX NO.:(904)247-5845 J BUILDING-DEPT@COAB.US r ! BUILDING PERMIT APPLICATION DUVAL COUNTY 1448 ADpt Ail li Pd a•" ) PI 15„ '. a?.V/4t t %T� 2C3R1 , ,:IIS r, 3i'S£t` w' t1QEt pm dnA mEEC, s ruc dd., ❑NEW BUILDING ❑DEMOLITION ESIDENTIAL LOT_BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 4 ❑ALTERATION ❑ACCESSORY BLDG. -75 siPm E .+°e. ❑REPAIR ❑POOL/SPA ❑YES ❑N/A 0� • V ❑MOVE Gee!-IER ❑NO `.',•:°.PR PEfiTY f3Wfl�,��"�id��,. �'�'� :,°P . ."...1 in;�tib�n°CQNTRACT13F�k 11 a�� .Ptl�o�� :� i -rri"�':11itGtl. TkEfii4tNEER�.�. " "' 9.NAME: 15.j PANY NAME: 23,COMPANY NAME: 16. : 24.LICENSEE NAME: AME 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 224 D iP/rJ cST Q,el F`, 18.ADDRESS: - �, S 26.ADDRESS: 0' fax . 11.aFFfBE PHONE: 12.FAX NO.: 19.OFFICE PHONE:• 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: A tR- 9 0 Z %3- 3-(0'194 13.�LL Pi ONE -t21. ELL P NE� � _ D 29.CELL PHONE: to It(0 qt) 49-9 14.EMAIL ADDRESS: flJ' 2 MAI RESS: 30.EMAIL ADDRESS: Gl M;rgntko aol, com ,r%v+ ffl <aP . k��0'j 'd i � idaoS €81 -sl P) �1, '. 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. �, F' led�16�P 000 a,rd£e'Qrrd" :zxm:^ta �7s?§' I u r 7 PrEu t G rr ai 8 ddd I n'ts p B C 7 dPP flA r R S a Pit�Pd .� dN s drt.9i � ,, � .. , ..�_ � [oue W N,a - ;-,�-,': .,,4 .,,, ':. ,"•sola ,.rr. �/_':.19 1013 PID 7Signed: �/"t�i/! Date: /0 -30-07 Before me this?()day of 2007 in the county of Before me this i;�o day of o 2007 in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,hasmersoonnaliv appeared herin by himself/herself and affirms that all statements and declarations are herin b`himself/herself and affirms that all statements and declarations are true and accurate. / / true and accurate. r Notary Public at Large,State of FG_• ,County of G✓� Nota ublic at Large,State of 1-4-1 ,County of �Lt✓&A ❑Per ly Known ersonally Known roduced Identification- V • ❑Produced Identification- Notary Signature: Notary Signature: +` MARCIA SMITH Notary Public-Stals of FIorW' i '• • MVCom* g� Ng31,2011 - ' Ootemieaion p DD 672077 NIIIUIry PMMe->1Mt.d iNiN. COAG FORM BLDG01:REVISED:8/ • • wC8MMh"1m0WAw31,36th CNIIt�MM11M t 00 67"77 08U/"w0 N1@"Nobly AM Od 30 07 04:36p Plemmons Roofing Inc 904 7836794 p.1 Permit Number DOOO I Tau Folio Number N I ICE OF CObO ENCEMENT STATE OF FLORIDA COUNTY OF DUVAL �) THE UNDERSIGNED hetzby gives notice,it at improvement will be made to certain real property,and in accordance iiuith Chapter 713,Florida Statutes,the following information is provided in this Notice of Col MWIcement 1. Description of property(I ddress). 01 to_ PI,, Sr ZZ 2. General description ofi vement: � t� -c oo-C Ph � i 3. Owner infh=ation: 1. Name and", d a ry t /A i;u n til o 210 j ne S-t, A416n kc.dear. 2. Interest in praiperty: o 1! P- ' 3-iA32, 3. Name and ad�ress of fee simp.e titleholder(other than owner): 4. Contactor's name and address:a. G, ' ya Phone number S' - �Ci X• F t . 3 L 2 3 6 4" b. Fax n�ber•' r 5. Surety Information: a. Name and adAress: _ b. Phone Nmm*-• _ c. Fax Numbers _ KL Amount of gond: i 6. :Lendeis narne and address: _ a. Name and address: _ b. Phone Num'aer: _ 7. Person-within the State of Florida desigrr►ted by owner upon whom notices or other documents maybe serveei as provided by 713.12(l)(a),Florida SuArtes. a. Name and address: b. Phone number. _ c. Fax num!)cs:' _ S. In addition to himselflti rself,owner designates of i to n.N=ve a cop)of the Lienors Notice as provided in Section 713.12(l)(b),Florida Statutes- 9. Ex*ation date of Nota i of Comazznas utast(the expiration date is one(1)year from the date of Recording unleaga dsffmn[date ic�,e �,�fie�dl Signature of Owner• j Sworn to and subscribed before me jhis_ � day of 20 Oq Notary-/ r j Krsowapersonally s �s-- . My cornmissioa expires: tbils Doo 2907341792.OR 3K 1 Q248 Fa"7222• wna�wM t4wrber Pages:l Nyn .•sra a rMru Fkd 6 Recorded 1630.'2097 at 1CL53 AM, yrOwsww6v�+►VR71r1 JIM FULLER CLERK CIRCUIT COURT DUVAL e.#Dosnwr COLIN'Y RECORDING 510-09 a Pitis,o �a to -� n _END T�'iAN a� Q pzO n 00 m OW ai 4 L` _E© SIMS' DESIGN SERVICES POST OFFICE BOXP � � T PILA 874 �� i ORANGE PARK. FLORIDA 32¢73 t a:3T Zr PN"'Gw 904J269•YQ46 �' ,. ,.�. 4. L.!►llrllN�'RINfT�F1i�91�111frAI�Mf►-iJMA1�flWttdlMlf�IT t �14t,1�IIM1lEA{�t'1�1 a �14 . titin Mfoa, own 90055 iwrWJ,$S cOncsTRt +t CO. 11�f�`RUC�f1QMf U Fo*ado'llood Id, ioaeirg OR bow Masi k to ills adatdt wltsas eod+l4ati "M l&e wisiaaa► occ+optshis wtii be srs�sardW**po ow*W of A4:.. sws Moa ilMM� � to thio swum roOr+atints mot be con Wwad aatars qWdAcWb r L r or VA cwt orOftownfostionofvalooll so two i** 4. y ser al "Or*qP*r' Prow, or cowbodictay fuss. t�06 sU daRadads rani - � is��odw a�it �� piocly" at substitute caibaida or sad 'dM-1 a I A �csd�irtT for b sw o rp oa ll spsoe is ��at tbw d is will&the mis�l lttMdW scoot • ,�•> dra+p�e tower italla 9'! a sw trn 000guAnce '1'1 4 tJ�iTAsssi6 WM Fr4lt and spot Amdons.as anow�dwi*g jprro lbs spedi�r. M cm . L�Da'�'is rMMwwjwu tionsla ude Description of!storms and oppiiasbie Wnioxsn P o. 3 vert aiprt gldly demoraW sr ai- viii to be cooatdend vortq Stied r t. 11�"I�ti sat,hoe Saw LW 2. VOW,or Caweaste ,nix 2 5 d,.�.�..,Q P§l wength Pei R686rcing 211 #4 RODS C y.&*. magaw CONCIRETE BLOCK lawrisr 1'ousid wis. me: sottaerw y loundadat wag Weems: maw"sed airier Pielra: material and t+eiofoeeiwg cul&+t: Maoeom sad sin. Saga: material rnlraotee wakway wlpw seeawwo wo Fooft Amiss T.Mshc po"Aw5, ,L ISFAMP BY §QtQLD APPQGAT Dasrtoeadas spww read collar iasuatiaa ; foyedadon verve Spocw Avd kietlwi isisrtnadan: & aNIW AS PER PLANMe- W 12k.go-EAB OR BRICK f Fm&Wicued(mkand siv) MA kCGTT!' '-fall OR UAI ;zQ Fite wantesial Heater Rae aitw rkepblce ave T$in Vo (,Mhr-tMo Avk ow of al boar ; water Amer wadwan� �: VYIW D"Ad:fuel:0 PSAWWW,0 eirt:aleeor(rant apt utr) Ala► dwwp and cleaw.owt !'ira noes 4rdus buinb : stand *A&Amd _ WA" vkeod Agar: wood gnwK awd rpm's�...F r 2 OR P j NF p Cknwr beacind. lodding.poper or hk GY flp O, E"L; d**om 1./21:...., witilb1111 i E3 soft Q "a e-;.0 ;-- ..PL�n"- , pada..F XT type t>iaa "" lTer ". him""Iranesr RR i C .�. SiMa hiarrir Derr: Moonry:Q told 91 bad-0 armor ook Vont was *kku yn ", focine ikAdo n Ls ---". Sockop staterial ; .........,._.0; bow ftw t#b„ _RR ICK winidow As ISRR1 E D"I filoshfing UNAW"NOM as d",ppeoollws corp r1 Aarift PT 1X2 @ 16 4?.C. ruao�eiat ; aw 6w of Cosa�... G&W won �:b sum as main wa hs.4 atber Cowstnrdirn �11 EXTERIOR GI! YwlYtf� C t A T AI(� 6, Now "A n11�� n/CITY OF Office of Building Official / r ` �l 7 REQUEST FOR INSPECTION '7 / _/ , Permit Mr. Date Time A M. PM Received J Loq4ity t Job Address Owner's {\ X _ Contractor - Name st ry 1 � ""� .. MECHANICAL BUILDING ''ELECTRICAL PLUMBING;;1 CONCRETE �^- - - Air Cond. & u9fl Wrong Rough Heating Fra m Footing To Out �"� Slab L._ Temp Pole P n Re Roofing - Final ❑ Sewer ❑ Fire Place Insulation ❑ Lintel Pre Fab READY FOR INSPECTION A.M. / Tues. Wed. Thurs. Friday pAon. A.M. InspectionMade Final Inspection ❑ Inspector --� ..Certificate of Occupancy I_ Date _— — /21 a CA 117 Ll � f'R i b��PE��'""'NCC 01 BUHding Offici � ,is _ ! 6 �� r.,-•.Writ�,o � ' / � r Tii e Ar/ 1 Jor, Add,ess L.4I ty CILD f1TaCF�ti i ELECTRICAL PLUMBING -MECFIANICe'�.!_. NCRETE. oo6ng miring Rough Air Cond. & Re Roofing Slab Temp Pole Top Out Heating Insulation Lintel Final Sewer Fire Place Pre Fab REALTY FOR INSPECTION } _ n ru M,rt. Tues ><4'ed. _hurl. Friday ..... C A.M. r - ,nspAcC car ^.' de Cr rt ic<&; o Oc c Ins,�actor ;it(?�!nC)L CITY OF 4&4xtic Bear-4-#;&U*d.� Office of Building Official REQUEST FOR INSPECTION Date f Permit No. F 'Y3 4 Time �) Received � c� C P.M. Job Address Locality f -may y �, � // Name Owner's "' <, , , -i-) U- e- UG Contractor / BUILDING CONCRETE ELECTRICAL LUMBING MECHANICAL Re Roofing Slab g F-1 Temap Pole g D Top Out E Air Cond. & r' Framing Footing I Rough Wiring ❑ Rou h ❑ g Heating Insulation Lintel Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues..r Wed. Thurs. Friday f A.M. Inspection Made � P.M. Inspector_ Final Inspection, Certificate of Occupancy Date „ 14200,97, DEPARTMENT OF BWLMNQ CITY C)F ATLANTIC EACH LO AT INFIORMAT'Ifi N ` I N FORMAT I ON - - -------- PERMIT ; P**mit "NUmberl 142SS Address.: 210 PINE STREET -Permit Type;REMt?I)EI IAtC ATILA.NTIC B ACHE PLORIDA 32233; Iris of work:MODEL (LEGAL DES ON ' ��'_ Constr. TTIae-.,WO€D P AME Block, L.ot: S24 Tarp: Q Proposed 0se:SINQLZ_PAMILY section: 0 Subd: Rng: fl Dwelling : O Subdivision; Est . Val Improv. Cost: 3 , 5Q0 .04 Total F,e � 4 F��R� 45 .00 ' TttG?tknt 0.00 s. g I � 4 -=- - ION �..�� -�;.� , w APPLICATION FEES” - e� fN��+y PERMI'T 45.00 � LOEIDA e a . C wn 6y'k 6",r�s m .' °"�� -. �hw'F� A� ��,• �' 8� .��'"� '�s� . 'Ph� C A R C}I AT 166lk NalmA� wWIiITEU Adie a `T 50 . JACKSON � 'FLOR I DA 32211 , Li V-C 2 R Exp: �NOT�s: { I E N F RM AAtD FOOTING MUST BE#NSRECTS D BEFtIR POUR G NOTICE—ALLCONCRETE d $ , i ' PERMIT VOID SIX MONTHS AFTER DATE OFJ ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST"NOT BE1 PLACED IN PUBLIC SPACE,AND MUST BE CLEAAED UPAND HAIJLED AWAY,0Y EITHER CONTRACTOR OR OWNER i ,<�I= ►I UR T } COMPLY WITH THE MECHANICS' �EhI LAW CAN RESULT 1 % "(RHS PRE3PR'TY ' VVVER PAYIhIQ IC FOf BUI dlH :1IIR �MENit' ." _*SUED ACCORDING TO APPROVED PLANS WHICH;ARE PART OF'THIS PE IT AND SUBJECT TO"REVOCATION FOR .` "VIOLATION OF APPLICASLE PROVISIONS OF LAW. #45.I 14 CHECKS ATLANTIPVEACH 0 EP RTMENT i > b ,+ I CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address !/ Date �C_1 Heated Square Footage@ $ per sq ft = S Garage/Shed1 $WK per sq ft = S Carport/Porch tkk @ S per sq t = $ Deck @ $ per sa ft = $ Patio @ Sper sq ft = S TOTAL VALUAT I OPS : c)o 3 Sya - i .S o C, ez Total Val ion lst $ 1000 Remaining Value $ per thousand o portion thereof TOTAL BUILDING FEE + 1;2 Fi 1 ing Fee $ !X Ov ( ) Fireplaces @ $15 . 00 S c� BUILDING PERMIT FEE WATER IMPACT FEE $_ " SEWER IMPACT FEE $ __ WATER METER/TAP S CAPITAL IMPROVEMENT S SEWER TAP S i ) RADON (HRS) . 0050 S SECTION H PAVING 1 j $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 S OTHER $ GRAND TOTAL DUE $ S u ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp : Swimminapool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owners):_ 7pGA e- Address : 2 la Phone: 70 Lot # ,5'.Zt Bloc//k��orr Unit Subdivision: Contractor: W/j. TG��'� ��• '/d�'� `` State License Address :__ epley '4 � Phone No: / 4f''" fG�L /oo Describe work to be done: G!r �^'�"�► �o�i"✓ 0� +� Zz� 44 Present use of pu_.0-na: 1.If G�l✓� G1��`�y Valuation of _rcncsed Ccr.struc/tion: �,s� Proposed use: I-Ile Is this an add_t_cn? 1` yes, what are the dimensions cf the added space -_. { t. Will the added area be heated and cooled? New electrical (or increase) ? �d New ^lumbi^.c fi:ctures? New f_�eclace?�`�' New Heat/AC? /1/0 SUBMIT THREE (COMh0RCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCII-XNT, AND OWNER/CONTRACTOR AFFIDAVyyIT, IF OWNER IS CONTRACTOR. Sianature OWNER: �(� Date: Sianature CONTRNC7OR: �� Cf Date: License Supplied: Liability Insurance: Rf7cl . VED Worker 's Compensation insurance: 1997 Ci .y Ot Atlantic Beach ding and Zoning L LAL .CL . Lzz s e I I 1 1 I �3NlNla N3N01(A ' I I I � � 1 F CL I I A I L�%�li I Ii � I , � I I I j N3G , J IS:. I NVld 8001j loMld D) 3SnOM 1L3NN38 NN1Bl I � I dd i ly M _ 77 I -� APPROVED C17Y .OF ATLANTIC BEACH BUILDING OF'F'ICE JUL 14 1997 fax from 984 232 2029 07/07/97 07:35 Py: 1 )7/07 9.7 07:46 $904 232 2029 JAX BANKRUPTCY Z 001 LEANN BENNETT HOUSE SECOND FLOOR PLAN 26'9 { .. 13-9-- - 13' Y7 `/ BEDROOM BEDROOM I F---up K� 2'3 r (20 Y ire 'CF �•—� y � U'.� BEDROOM I 4.. / � s -. s'Z— •� -- 18'1 � -•—� �.—. .. 24'3 .... DEPARTMENT Of SUILDINGI I' CITY OF ATLANTIC BEACH PERMIT IN- FORMATIr N w� 140�iA ION IN ' RMAtICN Permit umber < 143,17' Address : i 210 PINE STREET vermi T; p :> LXCTR, CAL ATLANTIC BEACH, FL R DA 3 2 2 3 3 Class of'' Nur :R CAEI LEGAL DES�`RIPTT N w.� �� _- .._ " Block: _ Lot,* 24 `Tw ! nKt E 1� RSL 'I Ly Section: €� Sub�d d Rng, , ? Est . vlu y 0 00 IIII roV 'CO t : 0 0 Total Fe2 �. 0 Amun li' >' 2 1 € La � I N , APPLICATION FEES N ame" `� �° ° kR IT . Addv d Al ,,,FLORIDA Phol P' d + A ORMAT I ON 1 am ` MODE E R Ml. C31si"1', N '� 2 �1 A „V E-1-1.... .. JAICKSO!, FL 32211 wN05, NOTES: { I } I f IVQTICE --ALL CON CREI E FORMS AND FOOTINGS MUST SE INS I Ctsb 810000E POURIWG PERMIT VOID SIX MONTHS AFTER DATE OF1 ISSUE X13411?1NG N ATER1Al�RUBB18H AND DEBRIS FROM THIS WORK MUST NOTE PLACE[ IN PUBLIC"e,A�dI �E UPAND_HAULED AWAY BY EITHER CONTRACTOR OR OWNER iJ�tLURE Tt CQAIIPLY WITH THE ME�NANIGS' IEN t.�41N CAS ElJi t i TIME PROPERTYWI NER PAYING,TWICE1 FOR ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND $UrSIECT TC? REVOCATION 'FOR Wt4TION OF,APkLICABL E PROVISIONS OF LAW:` . r a ATLANT/ BEACH BUIL` }'N 77 ge CITY OF ATLANTIC BEACH, FLORIDA :: Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: -i� 19 q7 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. rer �;� �rica rS ELECTRICAL FIRM; MASTER ELE RICIA IGNA U NAME-- •- _�!_► Q.(1(1�C.i ' _TADDRESS:_O?jUSZ� RFD BOX BLDG.SIZE BETWEEN;_Sy1va,., f."�� d 4, -,- RES. a APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW( OLD ( I REW. (�!i ADDITION ( ) TRAILER ( I TEMP. ( ) SIGNS ( SO. FT. SERVICE: NEW ( ) INCREASE ( ► REPAIR ( ) FEE /S• D D CONDUCTOR SIZE AMPS COPPER ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE DCJ AMPS PH W '/d VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN o•so AMPS. TOTAL SWITCHES 61.100 AMPS. INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES AIR ING H.P. RATING BELL TRANSF. CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. -T VOLTAGE PHS MISCELLANEOUS 41, Al ! N2 rP - 7Ccs mow. ii✓ �i�Y, 0 r j DEPARTMENT OF BUILDING CITY OF ATLANTIC B.EACM f � PER IT INFOF:MATIOI .. w _ ,� M 'I' ON INPO TION � _ . Permit Number 14 °4�, Ad eels i 21GPINE STREE R � Type:PLO hNO ATLANTIC BEACR,, F`LOEI' �A. 32233 . Ia n cat Work :ALTERATION --_,.w-- �t�AL IBES RI�T��!I+1 '_ � -- f Constr, Type* WOOD FRAME Block: Lot : 524 Twp; Pr " osed U e:SII GLE 'F M; I LY S ct i n: O SuLd: Rn 'Dwel lingo x ubdivisiion. Est . ;Val e: ti l 1 Ilii C4 Foot � +� ' ..Amount" i, £7 s f ION A}' {ids , F ? I� ATION FEES" [g PE 07 �y T ft QAC, O IATI�, :. P Ad - 1328 RO EED' , CK50 � PL 221I L � ,I � s� a k&o. 1 `Y :NOTES: I NOTICE -r-ALL CONCRETE FORMSAND FOOTINGS MUST BE SINS EC't D$##' 0 POURING, E PERMIT VOID SIX MONTHS AFTER DATE© ISSUE r IBUILQtNG 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 I ��I~AILU T� OMPLY WITH THE MECHANICS' IEN I.AW CA 1 RESULT f THE PROPEl�T -O�INER �'AY'IN�,�`ii'TWICE FOR �3U1�.�31A�°CI I�1i PAD" 111E1�1"I5." --11 1 -ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OPAPPLICABE PROVISIONS OF LAW. a t ATLANTIC CH BUILDING DEPARTMENT oil, F1B By. i CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION : A?, 5� OWNER OF PROPERTY : PLUMBING CONTRACTOR CONTRACTOR ' S ADDRESS : STATE LICENSE NUMBER : L' � 6 TELEPHONE : HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES : x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER : �! SIGNAT.U�E OF CONTRACTOR : ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE . CALL A DAY AHEAD TO SCHEDULE INSPECTION'S ' - ( 904 ) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904 ) 247-5834 i i DEPARTMENT OF BUILDING 3638 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 3✓27/ 8 - 19 k Valuation 8 PLUMBING Fee S 13.00 i This permit not valid until above fee has been paid to City Treasurer, and is abject to revocation for violation of applicable provisions of law. This is to certify that Roto Rooter PlMAMAPS has permission to buildr install l ' : 3 i ayA f-cri ns. r l bath tt1 3 closets, 1 shower, 1 water heater, 1 dishdmsher, disposal and I Wa 'ng lxaac ine Classification r"iden* .a�. Zone � •'� 'C'�� Weiss Construction Co. s " =!p°71 ' Owned by Loti'd Block ��1aa House No. '21 n 'Pi n if4 S:t 0 E <>10 1 { According to approved plans which are part of this permit l NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS AFTER DATE OF ISSUE ♦,► 41 ► z Building[ material, rubbish and debris Z from this work must not be placed in public space, and must be cleared up and hauled away by either contractor or owner. T1 i tC l]a�T i Building official. OFFICE PERMIT FOR F DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER cl ly M¢ AMLAINY&C BEAM 0-24 TV M ONAL LgCEW �fOil .r aaS — —Lmvi Tis . > _„ DWADONE MIMI FPXVAM O ' CITY OF ARAHnc BEACH NATE cmwcn ON ow" MATO 09 � �,,� _ .. MMING AFI MASTS K ----------------. TYPE OF DLII LDI PiC CMISTI16 QF _._._._. R STALL, TIC C2 l,1�II`SS VAM CLOUT, LAVATORY & I ) (It �RJOM STALL QA 'I`SS) .._.....,0VA�5' (GROW) PER HEAD (3 UNITS —BA"m two 7H OR we MW om .._....—su :, SRNK (3 UNITS) WJM l (2 UNITS) —81 L3 UNI75) INa Ron SINK (a UNITS) --CMQNAT8OM SOW & `I AY 0 UNO M -----..-SERVICE Slit'Slip' St's► (3 UNITS) �COW NATO QN S I W "My WOOD RR -•-, ICE S I EIEC-P TMW M. UNI T.5) MY (4 UNITS) SINK (4 UMOTS) MffAL. WO T CR CMI DM t NA T) ,.._,.�,.UStB NAL, PEDESTAL, SVPHON JET, LAVATORY (1 URI T) BL ' (® MTS) �OR1*116 FflUMXI N Q UNIT) --tAI WIL, WAL1. LOP 64 dill 73) m.0#.:. SHER (2 UN873) -, .._'WNW STALL, WSHMff (4 UNITS) . .FL06t ORAI NS (I UNIT) �URI NAL TROM (EACH 2-FT. SECTION (2 UNITS) SINK (2 MITS) *UM NB Iii NE (am.) (3 U111 TS) r, X11X1164EN SINK W/ROtS'! HASSE d0j jM � SOW. EACH ' CP FAUCETS E3 UNrTS) � t2 U01175)�$—LAMATOMY l UIEI T) MATER CLOW, TAW-CM ATED LAVATCRY, �R, BPARLOR (4 !MI YS) (2 UNITS) _ JWATER CLOUT, VALVE-©PEPATED ,.._,.,,-LAVATORY, SUFAEMG (2 UNITS) � Wt1TS) MUMM TRKY (2 UNITS) 11( Vry CITY OF 7 0dcC 716 OCEAN BOULEVARD---DRAWER 28 fr LANTIC SLACH• FLORIDA 32233 March 8, 1978 TO WHOM IT MA Y CONCERN: Proper functioning of the drainage ystem in the newly developed area in Saltair Subdivision (Section 3) is contingent on maintaining the swales located on each side of the streets in an as-built configura- tion. Accordingly, the following instructions apply to contractors (or owners acting as contractors) who construct dwellings in the subdivision: a. During the site preparation phase and construction of the building, and prior to installation of driveways, the entry area to each lot between the pavement and the lot line shall be protected by use of wood planking, pierced steel planking, or other means. Repair of any damage (including seeding) to the swale area shall be the responsibility of the contractor. If swale is not restore,! to its as-built condition, the provision of City utilities will be denied. b. The top elevation of driveways shall coincide with the contour of the swales. This requirement does not apply if culverts are constructed (see next paragraph). C. If required, culverts (cast iron, PVC or corrugated metal) may be installed in such a manner so that the invert eleva- tion will permit free flow of ground water in the intended direction. Pipe shall extend a minimum of two feet beyond each side of driveways with projections covered with graded back-fill. Diameter of pipe shall be determined by the City_ Building Official inasmuch as prevailing conditions vary at individual 1 of sites. d. All driveway construction must be inspected and approved by the Building Official prior to paving. R. C. Vogel, City Manager Signature of Contractor RCV:jh Date �+✓ aM 5 ,raE�l JAMES F. MHOON f.L,kN i; j )N L JV MiNIUN 1H GATHFHLNE G VAN NESS , Con m,s5,rner Commissioner Coillwisslulwr Gon-1inissionar Commissioner ✓OGEL OLIVER C. BALL MRS. ADELAIDE R TUCKER CARL. SFUCKI RICHARD HILLI.ARD Ya ager City Attorney City Clerk-Treasurer-Comptro'ler Chief of Poiice Director of Public Works and Fire Department CITY OF C ! I 716 OC BOULEVARD MMMIC BEACH, FLORIDA 3m alil rLDi Ma PIaAI+i a EuI I via Lamt Ion; 210 Pine at- 2. t_2. `-he atfact od p 11 an for the above but I di ng i s approved subject to aaeeti ng the fel i i rl app ti i I e .onst recti on ro"Irerents. X e. steam I t be continuous +eonol i th i c concraste ander dxtar i or oaf Is,. reinforced w1th two 5/8" deformed reinforcing red* for one-wftyv Erg I idt no and three 548" deformed rot nfor cl rig rods for two-*" brei a ati ergs. Rol nfore l ng rods she l I be F i aced I n the i oases» ,deer-tfi t rd of "a footings. pr I y p I aced and fest an metal saddles wilt wire. F( ngs shoe it I be six I nchas wider on each si ally thein the eget i obwo, steal I bre at I amt e1 Sht i nches, th i ode and shot 1 I rest on f I rye sot I at I east twe l ve I nchis bet am I sturbod sol 8. b. �.1LL .t i 18 omit a::enstn1;±i+tee each mesh col l steal I be real nfor9ced wi ft at I east awe No. 5 tzar art s I I comers, poured sand tampW wt th concrete; each reri nfor c i ng shelf be prgw P y tied Into ibe footing spandrol bee m. c. Al.I MA ftMe - (raaof og±LW-JJqVJ steal I be securely fetamd to the extort or teal I s vi th appnwed hurrrt cone anchors or c I I ps. d. CemsiTuctl on of nearby one-faai I V *eti I i ngs, wh i ch we dup l testes or i ntenser l y si eei for, sha l I be avoided. Such s l ml l a i ty cons i dard the echrm l a mf t guraat i on and appearance (I.*., rwf, o0w wi i q rel ndarir s i xe &4%4 design, oared ~ t fi chairacteri sti cs) of stmehires a In mcm-4 with the forregat ng, sl rei I or or dap 11 cated bomes, shot I not be eicon*tru tsd Y;it I n c I oss proxt mi ty o , and she I I bre at I mist SW feet t f any ons si Of I ar q 1 I Aq I a vi st ble from any other siert lar dwel I i ego e.> Saw ssrvo ce connections must be probed with ci+ean-cut rods In the presence of a City 1 aar. f- The f i near I connection betimen the house p I mbi ng drain and the sewer service connect I on Cart the property I I no) must be i nspected by the Ci ty before bei ng c:ow er ed. city "W"er 14 r WKWSI SPAW hereby +tet"ti f i as that he liars read the above and and ws mds wet° thl s addmdm takes precedence ow any carfmry decal Is to the plans sped f R c a+tt+ons and agrees to cop y rei th tlae i uteric at tht s addendm. A Gwretrsctur owner i DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH, FLORIDA 3632 PERMIT TO BUILD PERMIT No. THIS PERMIT MUST BE POSTED ON JOB Date 3123/ is�8 Valuation s 48:000 Fee g 131.50 This permit not valid until above fee las been paidto City Treaaurer, and fa aabfect to revocation for Violation of applicable provisions of Lw. This is to certify that We g$ Construction Co has Permission to build R L"C'f3].CeYit Classificatio , �,� Owned by n :_! T House No Block S/H.,£+## t,air -- �l4 Pira Street According approved to plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS AFTER DATE OF ISSUE ---� bris Z Building material rubbish from this work must not beplace in -i public space, and must be cleared p and hauled away by either contractor or owner. i I Batldtn�Official FOR OFFICE PERMIT USE ONLY NUMBER DATE CONTRACTOR PLUMBING ELECTRICAL SEWER WATER FOR OFFICE USE ONLY Date..... Permit #------------------------Fee$.. ........... ... ........ CITY OF ATLANTIC BEACH Valuation " FLORIDA House ..................... ....................;6.in APPLICATION FOR BUILDING PERMIT 4F. I -i--;; 9.40., .............................. .1.4L� .4]�....... ....... ............. Application is hereby made for the -approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. I'll . Date........ . ..........2---I/.............. --- ........ --------------Address-S-OC17.41........S.. ---4&,FZL---Telephone No.2.3 7._/) ;> Owner------ /71------------------------------------ Architect......----------------------------------------------------------------------------------------Address,-----------------------------------------------------------Telephone No.....................---_.... Contractor Builder............. ............-------------__.......Address------------------------------------------------------------Telephone No.---_----------- T ..1....�.� Lot o----_---------_Lot No.--..----)---- --------------........Block No-_--_-----------------_-_--Sub Division..... ------------- ---------Zone----------_--_- -----------r�O/ L------•-----------Street--- -----------...�Side Between------- ....... .........---------------and......................................................Sts. ---- -----------_---- Valuation $--------------------------------For what purpose will building be used.....)eA;J----_-----_-Type of construction.._...-----.-----.--_._.-..--_-._ Dimensions onstruction.....I--------------------------Dimensions of Building__.___3._0_f..'(_J6_--_------Dimensions of Lot---- Size of Footings.........L4::_X---VY---- ...... ... ...U................. Size of Piers-------------------------------.--Size of Sills.-__..--- -----------Greatest Sill Span in ft-----------------_-------Type Roof.....!O�w---1-11-e How will Building be Heated?_____________ ___..........___.._............_......Will Building be on Solid or Filled Ground?..................................... to t4t _ft/ Size of Ceiling Joist --- Distance on Centers............................................. Greatest Span---_---_---...---._........._............... Size of Floor Joists-_---__1-1----------------------------------I Distance on Centers__....-... ...____--------------------- Greatest Span________._.____.__._......._........_....... ?v Size of Rafters--------_-------------- ------__------------Distance on Centers...._ _------....................... Greatest Span............................................ to APPROVED This rectangle is to represent the lot. CITY OF ATL,V4-1r.' BEACH Locate the building or buildings in the BUILDING OFFICE right position. Give distance in feet from all lot-lines and existing buildings. Two copies of plans and specifications shall MAR 2 2 1978 REAR LOT LINE be submitted with 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 and/or lintel. Z _1 01 Z 1.* — 3. When steel is in place and ready to pour beam. :4 4. When framing is completed. E-4 5. When rough plumbing is completed,and ready to cover up. 3 6. When septic tank drain field or sewer is laid but before it is covered. 4- 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit n r doing the work as described in the above statement, we hereby agree to perform said work in accordance with th plans d specific ons, which are a part hereof, and in accordance with the building regulations of t c B r Signature Builder I/.... ... .................... ..... ----- Address.... ..............J.... /......... Signature . .......---------------•--••-------•-•---.....................:................ Address............S.Lezv?i............)............ 0$° YOFAnAMM BEAM AWMATION PS HSVBV- WJX FOR 3/4" Tau „ WATM W-Aft AT TM FOMOMING AWRESS FM I UNIT((). CUT-IM CHARGE OF 85.00 + 6.OQ const. water for April Qtr. SrW NQa �10 Pine St T...r_. .. ..__�_ . .�_w. .�.. .. 0'g 524SUMOVISgONLltair Sec 3 YW+Os . � ..........�.........�,........ Y V l'ft .' 8829 Can Jose Blvd. Fax i DEPARTMENT OF BUILDING 3970 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO.— PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date_ 1./31/7'9 19 Valuation PLU-MBING Fee $ 2.00 This permit not valid until above fee has been paid to City Treasurer, and L subject to revocation for violation of applicable provisions of law. - This is to certify that Duckworth Plumbing Co. has permission to build hook--up supAly tul es and p--trans lavata and sink which were not previously. colleted hy;.Io-Rcapert�{ei11 Plumbing contrSi for a, Classificationresp. ential Owned by Allan Seger Lot 524 Block _S/D_salta.i.r House No 210 Pine Street According to approved pians 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 ► ► O Building material, rubbish and debris Zi from this work const not be e d is public space, and const be clearedplaced lap and hauled away by either contractor or owner. Bill r Davis -- Building official FOR OFFICE PERMIT USE ONLY NUMBER DATE CONTRACTOR PLUMBING ELECTRICAL SEWER WATER C"ITY OF ATT-AVIT'l C BEICI-i iWTILICATION FOR PLUPMMG PEMKIT u k c��A cA 4'1Y/C.07Z7,ZY 0-l"C-UPATIONRL l,'.XCE14SE 1-;'0.__m— T'Fil" OF BVXLDX�,�G SHOWERS WATPER HEATERS _-,l STH TJDa'SS. DISH TARSHERS — fJRlvN3lLS Disposh-1618 C SETS WASHING MkCHINE OTHFae TOTAL P=rURE COUNT LNSVALIATION OF PLUMBING AND FJXvfURES MUST BE IN ACCORMNCE WITH THE MOST RF,,C&qT EDIT.-,OIC OF THE SOUTHEM4 STANDARD PLUMBING CODE. CITY OF ALTANTIC BEACH Al COMPLAINT MANAGEMENT SYSTEM TAKEN (date/time) COMPLAINANT: _ Last Name First Name MI ADDRESS: �U � � �� 4-C21 CITY/STATE/ZIP. — — TELEPHONE: ( ) �✓ _ a�j�. ' _�—_ COMPLAINT: _ S'/,/�-i) LOCATION: PROPERTY OWNER PROPERTY OWNERS NAME: ` DEPARTMENT .FORWARDED TO: COMPLAINT TAKEN BY: DATE/TIME: OFFICE USE ONLY INVESTIGATED: (date/time) ASSIGNED DEPT. /-DIVISION: PRIORITY: I14VESTIGATOR: le� -� � CONDITIONS FOUND: ACTION TAKEN: COMPLIANCE: NOTES: