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640 Ocean (vault) O ff irlj4-"‘td AGENDA COMMUNITY DEVELOPMENT BOARD CITY OF ATLANTIC BEACH July 17, 2001 7:00 p.m. 1. Call to Order 2. Approval of Minutes of Meeting of June 19, 2001 3. Recognition of Visitors 4. Old Business None. 5. New Business a. Application for Variance filed by Charles E. Blumstein to add on to an existing non- conforming use (duplex grandfathered into single family RS -2 zoning) by constructing two townhomes at 356/358 8 Street. b. Application for Variance filed by 58 Builders to decrease the side yard setback to . build a new home at 640 Ocean Boulevard. 6. Reports and Announcements 7. Adjournment If any person decides to appeal any decision made by the Community Development Board at the above meeting, he will need a record of the proceedings, and for such purpose, may need to ensure that a verbatim record of the proceedings be made, which record shall include the testimony and evidence upon which appeal is to be based. MINUTES OF MEETING OF COMMUNITY DEVELOPMENT BOARD July 17, 2001 A regular meeting of the Community Development Board was held Tuesday, July 17, 2001, in the City Hall Commission Chambers. Present were Chairman Don Wolfson, Craig Burkhart, Robert Frohwein, Samuel Jacobson, Mary Walker, Community Development Director Sonya Doerr, Building Official Don Ford and Recording Secretary Susan Dunham. 1. Call to Order The meeting was called to order at 7:02 p.m. 2. Approval of Minutes of Meeting of June 19, 2001 A motion was made by Mr. Burkhart, seconded by Mrs. Walker and unanimously carried to approve the Minutes of the Community Development Board meeting of June 19, 2001. 3. Recognition of Visitors Mr. Wolfson introduced the new Community Development Director, Ms. Sonya Doerr. Ms. Doerr gave a brief history of her professional background and stated that she was very excited to work with the City of Atlantic Beach. Mr. Wolfson stated that the Board looks forward to working with her and also commended Mr. Ford for the excellent job he has done during the transition. 4. Old Business None. 5. New Business a. Application for Variance filed by Charles E. Blumstein to add on to an existing non - conforming use (duplex grandfathered into single family RS -2 zoning) by constructing two townhomes at 356/358 8th Street. Mr. Wolfson advised that the applicant requested a deferral until the August meeting due to a scheduling conflict. Ms. Walker asked Mr. Ford for clarification of his staff report that indicates that to grant the variance would increase density. Mr. Ford responded that the applicant intends to build much larger units- - approximately 40 percent more square footage than what is currently there. Mr. Wolfson advised that the taxing authority for Duval County in the City of Jacksonville has allowed these types of lots to be divided as a tax entity so from a density standpoint, the lot is changing from a 50 x 100 lot to a 25 x 100 lot. Mr. Wolfson further advised that this would preclude someone from demolishing a duplex to build a single family home because the lot would be substandard. Mr. Frohwein advised that he telephoned the city attorney, Mr. Alan Jensen, to determine the legitimacy of subdividing a lot into two substandard lots. The Board requested that Ms. Doerr follow -up with the city attorney with regard to this issue and include the response in the August Agenda packet. It was further requested to copy Mr. Blumstein with the results of this finding. b. Application for Variance filed by 58 Builders to decrease the side yard setback to build a new home at 640 Ocean Boulevard. Mr. Ford requested that to speak to this application. Mr. Ford advised that this property received a building permit and is under construction; however, a "stop work order" has been placed on the property. He stated that during his plan review process, he did not realize that the dotted rectangle on the south side of the building site plan was a cantilever and not a planter. He stated that he has to bear some Minutes of Community Development Board July 17, 2001 Page 2 of the responsibility for this error and it is one reason he has recommended approval of the variance request. He further advised that the applicant has already built the 1 foot 7 inch cantilever section of the slab. Mr. Jacobson arrived at 7:15 p.m. Mr. Frohwein asked Mr. Ford if it was possible that he also missed the two second story projections. Mr. Ford responded that those two projections are in compliance because they do not increase the heated area of the home. Mr. Steve Geuther introduced himself as the general contractor for the homeowners, Mr. and Mrs. George Garcia. Mr. Geuther advised that he had consultations in the past with Mr. Worley who had previously approved cantilevers not to exceed 40 percent of the side yard setbacks. Mr. Geuther submitted pictures to the Board detailing the construction of the cantilever section of the home. Mr. Geuther advised that the homes to the south and north are both 20 feet from this home. Discussion was held with regard to whether or not the cantilever area is a chimney or an enlargement of the home. Mr. Geuther advised that this area is a direct vent fireplace and bookcases. Mr. Frohwein stated that his recollection was that staff previously interpreted fireplaces to be a portion of the 40 percent projection. Mr. Wolfson asked Mr. Ford what his position would have been if he had discovered the cantilever from the outset. Mr. Ford responded that he would have requested that the applicant reduce the area to a fireplace only. Mr. Frohwein asked Mr. Ford for clarification of his statement with regard to the projection of the bay window on the second floor not conflicting with the code. Mr. Ford responded that staff's position has been to allow bay windows on the second floor to project into the setback. He further stated that most bay windows do not have a floor area and do not contribute to the square footage of the house. Mr. George Garcia, the homeowner of the property, introduced himself. He advised the Board that he and his wife did not sign the contract with the builder until the City approved the building Mr. Burkhart moved to approve the variance as requested. Mrs. Walker seconded the motion. Mr. Wolfson cautioned Mr. Geuther that he must come before the Community Development Board if he were to build another home with similar features. He further stated that this cantilever section is not a chimney and Mr. Geuther's understanding and the previous position of staff are not supported by the Ordinance. Mr. Frohwein stated that he feels the applicant and the builder acted in very good faith but that they misinterpreted the Ordinance or were misinformed. He further stated that the encroachment is strong and does not think it is the intent of the Code to have that much side yard projection. In addition, he stated that he dislikes the fireplace projecting into the side yard but since previously it has been staff's interpretation to allow this, then he thinks only the fireplace should be allowed. Mr. Jacobson stated that in view of the City's complicity, the construction being so far along, and the configuration of this structure relative to the structure to the south create a combination of circumstances that has produced an exceptional situation. Minutes of Community Development Board July 17, 2001 Page 3 Mr. Wolfson advised that potentially the homeowner to the south could come before the Board to request a similar variance thereby significantly reducing the distance between the homes and potentially creating a fire hazard. He also advised that this is the reason the Board addresses the side yard setbacks as carefully as they do, especially on the five -foot side, because of the potential problems that could occur in the future. He stated that because of the unusual circumstances in this situation he is not comfortable denying the request although, in principle, he is totally opposed to it. Mr. Wolfson cautioned staff to make sure that setbacks are carefully reviewed in the future. A vote was taken and the motion was approved with Mr. Burkhart, Mr. Jacobson, Mrs. Walker and Mr. Wolfson voting in favor of the motion. Mr. Frohwein voted in opposition of the motion. Mr. Wolfson noted that even though Mr. Worley may have approved bay windows, there is no provision in the Ordinance for bay windows to intrude in the side yard setback. Mr. Frohwein suggested Mr. Geuther closely examine Section 24 -84 and the definition of "Yard, Rear" which addresses uncovered stairs and balconies. 6. Reports and Announcements Mr. Wolfson distributed a letter from Mr. Eakin to the Community Development Board (attached and made a part of these Minutes). Mr. Wolfson stated that he appreciates the work that this Board has done and that this Board has the respect of those who come before them even if they are denied their request. He further stated that this is a great example of this Board to perform its responsibilities in the best interest of the community. Mr. Wolfson stated that he received a copy of a letter from The Law Source (attached and made a part of these Minutes) sent in response to Alan Jensen's inquiry about the rezoning issue and the responsibilities of this Board relative to bringing non - compliant structures back into compliance should there be a catastrophic event or voluntary construction. He stated that it is very clear that the position of the State has been to look to Boards such as this one to bring non - compliant structures back into compliance. Mr. Wolfson advised that he is in receipt of a memorandum from the city manager pertaining to draft zoning changes (attached and made a part of these Minutes). He stated that this memo sets forth changes that took place in a workshop with no members of the Community Development Board in attendance. The members of the Commission that attended that meeting voted to strike "24 -85 (a)" and replace it with the following: " 24 -85 (a) Buildings which are not in compliance with setback regulations, height restrictions and/or off street parking regulations that were in existence upon the passage of the 2001 zoning code shall be deemed to comply with the code and shall, in the event of destruction or demolition, be allowed to be rebuilt in the same footprint. Rebuilding of these buildings requires compliance with current building and safety codes. If that footprint is exceeded, then the new building must meet all applicable zoning provisions." Mr. Wolfson stated that this new provision would not allow the Board to bring any building into compliance and would allow any non - compliance to be accepted in perpetuity. Mr. Wolfson stated that when he spoke with members of the Commission, except Commissioner Beaver who he was unable to reach, they each stated that this was not their intent. Mr. Wolfson advised that he has requested a workshop with the Community Development Board and the City Commission. Building Official Ford advised that the workshop is tentatively scheduled for August 6 at 5:00 p.m. Discussion was held with regard to the letter received from Ms. Pilimore. The Board requested that Ms. Doerr contact the city engineer to confirm that concerns raised by Ms. Pillmore were satisfactorily Minutes of Community Development Board July 17, 2001 Page 4 answered and, if not, then what steps need to be taken. The Board requested a written response within two weeks from the city engineer. 7. Adjournment There being no other . siness or discussion, the meeting was adjourned at 8:20 p.m. f- SIGNED ATTEST Lt _40 . Aga • RECEIVED U w 3 2001 . APPLICATION FOR VARIANCE City of Atlantic Beach uUcU � and Zoning NEXT MEETING DATE: '17 C" FILING DEADLINE: 7'3' PLEASE TYPE OR PRINT IN INK APPLICATION FEE $75.00 TO REQUEST A VARIANCE FROM THE REGULATIONS INDICATED HEREIN, THE APPLICANT MUST SHOW THAT THERE ARE UNNECESSARY HARDSHIPS IN CARRYING OUT THE STRICT LETTER OF THE CODE. 6 ‘6 61-tiZ.C.,( Applicants Name Owners Name 3?! '1eEL V6pe '. - 35'20 5 r*4 e o S T Address Address 32233 _ J l E ( F1.- 3 2Z5 0 City, State, Zip City, State, Zip Telephone: 21 r2Z3 Telephone: 2 Street address and legal description of subject property: Note: Copy of deed and survey or plot plan indicating proposed construction must be attached. boo o c em a wt. . l-o T 3 ( ,1i&4 . Zoning classification of property: r— K6 1 V LL A TLAkiT(C, �cW Section of code from which variance is sought: 2y IC (3) Describe variance requested: D E Lo7 — o 5 � - ' 5 " Supporting data which should be considered by Board: ' /NTERPR714 -nil O y2) / ekeitr .4 VER 1hr OF eo 4 C hu�r IN FILING THIS APPLICATION FOR VARIANCE, THE UNDERSIGNED UNDERSTANDS IT BECOMES A PART OF THE OFFICIAL RECORDS OF THE CITY AND DOES HEREBY CERTIFY THAT ALL INFORMATION CONTAINED HEREIN IS TRUE TO THE BEST OF HIS /HER KNOWLEDGE. Signature of Property Owner (required for processing) SECTION 24- 49(1)b. OF THE CODE OF ORDINANCES REQUIRES THAT THE COMMUNITY DEVELOPMENT BOARD FIND THAT THE FOLLOWING EXIST IN ORDER TO GRANT YOUR VARIANCE: 1. Special conditions and circumstances exist which are peculiar to the land, structure or building involved and which are not applicable to other lands, structures or buildings in the same district; 2. The special conditions and circumstances do not result from the actions of the owner or applicant; 3. A literal interpretation of the provisions of this chapter would deprive the applicant of rights commonly enjoyed by .other properties in the same zoning district and would work unnecessary and undue hardship on the applicant. IN ADDITION TO THE ABOVE, THE BOARD WILL CONSIDER THE FOLLOWING QUESTIONS IN DELIBERATING UPON YOUR REQUEST FOR A VARIANCE: 1. Will granting the variance confer any special privilege that is denied by this chapter to other lands, buildings or structures in the same zoning district? 2. Will the variance requested be the minimum necessary to make possible the reasonable use of the land, building or structure? 3. Will the requested variance be in harmony with the general intent of the Zoning Code? Will it be injurious to the area or detrimental to the public welfare? • • N01 "oiJI *+W t•WI I • . • . I I { I ■ M-. I • . gI I . o_ o . I' • 'o I. 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NAME ADDRESS 1-1D 6;541,-tril=c(---, CITY 4(i5C- 1 - 3 9- 33 4)1540 oarA.A- )°Z, $75F 7 Date: 7/11/81 81 Receipt: N7ic" CHECKS 001@0533291880 1 cf 9 F ,,,,i',' 5J 3 T* )� $ t � A °Pir r Y =,::= sW s • .- $ +? ',, i �' % d9 1 w'C i . V • ' s c, DL i , 1, . 117 f �� > >— v J i1 r 4 = h. -3.. t 0 = 1 1 - 1 _•, - ot __ Z w U j , 0 i I • I _ �' LOT 3 *' 117 BLOCK 17 ca z �� fi x a - t. � 1 1' , ' IT, afar` � a , ,y. 4 y � � x . s'k', `� n 'S�NLE: . IJB� s �� '��"° ? -y a- �" ,, ..',; I^` , �, a . : , ' F � z • •:, ..: e- : r a a l '' F E K d 2 Y%#, �. P'M Y 'k� �1.1 • �...��... r _ _ _ _ 1+w,. t f . ^K ,> ic ; .„ Eft „,,x1.-...,,-;,..,- .'” • • • L � ' . $ • • • • 1 `-� �- • 1 ' .4 .... .. . . r 1 I • 1 4� _ . .jp✓_ -- - Q _ '5 D 1 � c7c2 ■\/ 11 Z ... .f-it y n . 1 ., •.. h ex. t s.: +� CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247 -5826 - Fax: 247 -5877 ELECTRICAL PERMIT PERMIT IN ORMJ TION LOCATION INFORMATION 1 Permit Number: 22726 - Address: 640 OCEAN BOULEVARD -� Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: .. OWNER INFORMATION Date Issued: 9/25/2001 Name: GEORGE & MARAGRET GARCIA Total Fees: 50.00 Address: 640 OCEAN BLVD. Amount Paid: 50.00 ATLANTIC BEACH, FL 32233 Date Paid: 9/25/2001 P ne: A000)000 - 0000 Work Desc: CS4 /0 200AMPS 1 PH 3W S'E Y ALUM NEW E ENCE CONTRACT. - S - CA11014 FEES i ALPHA ELECTRIC OF PONTE ' • RA T' '' IT r 50.00 t I SE qre i ce? S" i i ROUGH ELECT 21� � � T s . z NOTICE - INSPECTIONS `. ' BE REQUESTED AT LEAST 24: HOURS tft<IOR TO INSPECTION BUILDING MATERIAL, R&IBBISM ANIlQEBRIS FROM THIS WORK MUST NOT l PLACED IN SPACE, AND MUST BE CLEARED UP AD h AULEb A AY BY EITHER CONTRACTOR O' - ' NER { .6"' "FAILURE TO COMPLY WITH T 4i.►G�1: II_ 4 . N RF 1LT IN THE PROPERTY OWNER PAYIIsi „y Q! I' rE ti:. . N ` ISSUED ACCORDING TO APPROVED P Filett AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS Date: 9/25/91 81 Receipt: 8891931 ATLANTIC BEACH BUILDING DEPT. CHECKS 2648 99199883221999 TOTAL FEES � CITY OF air eacI 2 2 - ' 20 5 1 `" � `'�4 Building Officia• i Office of Bufl 9 2 Z6 l) 1 0i REQUEST FOR INSPE O 6 22:7 26 Permit No 6 a 1 96, Date to in _ A.M. Time // ` /5 P.M. Received Locality Job Address z� � ��'r� ,_ Get, Contractor Owner's 61-C- � � � UMBING Name LECTRICA �; ,r on.. CONCRETE Rou Heating i= UILDING � � Rough Wi Footing C Temp ole 0 S o p Out ❑ Fee Place Fab READY FOR INSPECTION c� Insulation ❑ L int C , Final C. Pre Place Re Roofing �_� Lintel M. Insulation hur= Friday Wed. Tues. A.M. Mon. ® P.M. V " r r� Final Inspection ❑ Inspection Made ;� Certificate of Occupancy ❑ Inspector �� Date \ 1 � S CITY OF l`. teRGZtec 'ea cl - ecvreele 800 SEMINOLE ROAD 4 ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE (904) (904) 247-5805 45800 FAX (904) SUNCOM 852 -5800 DATE /6-//-0/ JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS ` Please call me at 904- 247 -5826 if you have any questions. r at 1/1 ATLANTIC BEACH BUILDING DEPARTMENT I 0 FO CITY OF -"';mo ( 117 .- 1 D ate T /me �� c f Bu idi , Repeived E(�vESr ffice R , N isi C T � O IV � � a � � � � L/ A. M, Job Ad T ?M n i .• Owner's dre s Permit No. /I) CONCRETE ty : Prer ing '"°EL� • t acto y n :Rern°u°911:11/16 / ri ng P r nal �- READ), on SPEC o Se Out ea CNgNIcgC F p c g ire T hurs, Pre Fab m M Frida ''�, taillie al" A.ly' � � F nal inspection PM Date to of O ccupancy r CITY OF rit eutt c Feac4 - Goa r da 800 SEMINOLE ROAD lr, ATLANTIC BEACH, FLORIDA 32233 -5445 .ft TELEPHONE 247 247-5800 FAX X (90 (904) ) 247 -55805 05 SUNCOM 852 -5800 DATE /U -/ / JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS ,2g9J G Isar ear 1/1" /MOP ' e2 g (0 7 S c:; Please call me at 904- 247 -5826 if you have any questions. Sincerely,) ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be received by 5 P.M. on the MONDAY prior to the scheduled meeting in order to be placed on the agenda for consideration. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. 1. -Teller" &d 72 2fp b°ZZ3 APPLICANT NAME ADDRESS TELEPHONE 2. -i ?b <3 e � -a v ED ADDR4/0 S OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: /V A 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION 5. TOTAL NUMBER OF TREES TO BE REMOVED: 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) t MAP SHOWING BOUNDARY SURVEY OF LOTS 3 AND 4, BLOCK 17, ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: STEVEN R. GEUTHER OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY PATTERSON, BOND AND LATSHAW, P.A. 7TH STREET (40.0' RIGHT OF WAY) FOUND 1/2" IRON PIPE 0 NO IDENTIFICATION TS 14 10LL<< VI f g . 1 (Z2) a 0. W _ O LOT 5 BLOCK 17 o - K O 115.00' (PLAT) .` FOUND 1/2" IRON PIPE N 80'08'00° E 114.99' (MEASURED) NO IDENTIFICATION 0 2 \ 4 , C A x x 0.3TFONO IDFJITIFl 0 48.1' 20.0' vi LOT 45 15.6' LOT 4 �� BLOCK 17 Ai 4 j M • NE STOR 6 CC ,-2.1' D `v ' • o W CONDITIONER NEER ' y_• ED # 654 v) AIR a Q O • C Q a d Q • ! 15.8' `-� W "c;')5 �0 O v �, 20.1' 10.1' I� O Q > r O O FRAME GARAGE 0 : a, -- .44411 20.0' O f ' o w COVERED I G a te. O J • d O .. WOOD DECK I . • a ..... . ' 4 • 18.0' D O M O �o W z o ... 3 K a Q v Iii _ p O a) O (n Z LOT 44 '< LOT 3 BLOCK 17 0.4"--, \ p' • I u Ph1,M - X. FOUND 1/Y IRON PI* 3'QO° W 115.27 MEASURED ps • F All NO IDENTIFICATION ` • OUND ' IRON >C _ S 115.00' (PLAT) NO IDEN71/2IFICA710N PIPE .B & � z ! LOT 2 BLOCK 17 le TES: ACCEPTED BY: M LEGEND: '✓ -- X — = FENCE = CONCRETE I L Illll ,ill I I� 'I A) I'i II I,,il II , II t s ,r c �� l '' r l i'•' dl� :III o ,i1,1,:,1„•,,-. I I,d, � ,� w y °� • • iiiwayl ,,,,,,„,„,,,,,,.,„,,„,,,,,,6,77.•••• . t.... w ,I,i,.:• ' -771 �r ' I ,, ;I I I c F 1 11111 ' ,'i',1�!Il�ili'I�,'�114K � 1 ' " � : �� - pario . . p3 : : . :? m : ., . z ', Nj o ::: uy; i'IIIhr , ,,, .. .. . , , o . fl,lltl I ,,i I ��( I �' I Illlll N 'a,` ' ) rti " • 0 1 � � I JI�,I,,1111I 1 i 1 ' ; ;'1 Dili,' � III ' i!,II1.iiI! I y VW' j ;.. cS I,Iii Iii' hill 'i,I i,i;iq ihll i ICI Eli I I i,1 i, i l� I I i, �i; ii !fib i II III II ' I�I ii 4 1 „ ' � II'I � : 1 J A a I HEREBY CtRI!rvl :;i !`;c >ISArKiE. IXAACT COPY Ur I ' t,_ u, . N [x?CUMENT, BUSCHMAN, AHBft1 n!'La • S BY • , All /U 1 [Space Above This Line for Recording Data] PERMIT NO. TAX FOLIO NO. 170135 -0000 NOTICE OF COMMENCEMENT State of Florida County of DUVAL THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713 Florida Statues, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY (Street address, if available) 640 OCEAN BOULEVARD ATLANTIC BEACH, FL 32233 LEGAL DESCRIPTION OF PROPERTY Lot 3, Block 17, Atlantic Beach, according to plat thereof as recorded in Plat Book 5, page 69, of the current public records of Duval County, FL 2. GENERAL DESCRIPTION OF IMPROVEMENT - construction of single family dwelling 3(a). NAME / ADDRESS OF OWNER 3 (b). OWNER'S INTEREST IN PROPERTY GEORGE J. GARCIA III Fee Simple MARGARET C. GARCIA 1422 INDIAN WOODS DRIVE NEPTUNE BEACH, FL 32266 3(C). NAME / ADDRESS OF FEE SIMPLE TITLEHOLDER (if 4. NAME / ADDRESS OF CONTRACTOR other than Owner) 58 BUILDERS INC. 470 SATURIBA DRIVE ATLANTIC BEACH, FL 32233 Page 1 OF 2 FLNC 1 P.0201 5(a). NAME / ADDRESS OF SURETY 6. NAME / ADDRESS OF LENDER Peoples First Community Bank 110 Highway AlA North Ponte Vedra Beach, FL 32082 5(b). AMOUNT OF BOND 7. Person(s) within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7), Florida Statutes are shown below: 7. NAME /ADDRESS 7. NAME /ADDRESS 8. In addition to himself, Owner designates the person 8. NAME / ADDRESS OF PERSON TO RECEIVE COPY OF whose name and address appear in the box at the right LIENOR'S NOTICE to receive a copy of the Lienors's Notice as provided in Section 713.13(1)(b), Florida Statutes. 9. Expiration of date of Notice of Commencement (the 9. EXPIRATION DATE expiration date is 1 year from the date of recording unless a different date is specified) is shown in box at right. Signature of Owner x George J. Garcia., III • NOTARIZATION STATE OF FLORIDA kAt-e COUNTY OF DUVAL Margaret C. rcia The foregoing instrument was acknowledged before me this llth day of May 2001 by George J. Garcia, III and Margaret C. Garcia who 1 - • - rsonally know o me or who has produced as identification. AO. kit 1,.111 l 1�1 Notary Public My commission expires: SA;.4r1 .' 3 VOODSON (Seal) �; ,1 MY COP° • N # CC 708019 EXP. i;d128, 2002 • rr bonded Th. r. Pudic Undemters WHEN RECORDED RETURN TO: DRAFTED BY: Peoples First Comtlnity Bank Sandy WOO on 110 Highway AlA North ADDRESS, CITY, STATE Porte Vedra Beach, FL 32082 Buschman, Ahern, Persons & Bankston 2215 S. Third Street, Suite 101 Jacksonville Beach. FL 32250 FLNC2P.NOC.0400.SH BUSCHMAN, AHERN, PERSONS $C BANKSTON A PARTNERSHIP OF PROFESSIONAL, ASSOCIATIONS ATTORNEYS AT LAW 2215 SOUTHTHIRD STREET, SUITE 101 POST OFFICE BOX 50006 JACKSONVILLE BEACH, FLORIDA 32240 -0006 BUSCHMAN & AHERN, P.A. ALBERT E. BUSCHMAN, JR. FRED L. AHERN, JR. ROBERT B. PERSONS, JR., P.A. JEFFREY R. BANKSTON, P.A. TELEPHONE (904)246-9994 2 246 -9994 FAX NO. (904) 246 -6680 CERTIFICATION The original Notice of Commencement for the property known as Lot 3, Block 17, Atlantic Beach, has been filed with the Clerk of the Circuit Court. I certify the attached is a true and correct copy of the original. i f f ./10 1 . Sandra J. Woodso 1 Date: May 11, 2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Garcia Residence -3429 Builder: 58 Builders Address: 640 Ocean Boulevard Permitting Office: Atlantic Beach City, State: Atlantic Beach, FL 32233- Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi - family Single family - a. Central Unit Cap: 50.0 kBtuihr - 3. Number of units, if multi - family 1 - SEER: 10.00 - 4. Number of Bedrooms 3 - b. Central Unit Cap: 50.0 kBtu /hr - 5. Is this a worst case? No _ SEER: 10.00 - 6. Conditioned floor area (ft 3429 ft c. N/A _ 7. Glass area & type - _ a. Clear - single pane 0.0 ft - 13. Heating systems b. Clear - double pane 480.0 ft - a. Electric Heat Pump Cap: 50.0 kBtuihr _ c. Tint/other SC /SHGC - single pane 0.0 ft - HSPF: 7.00 - d. Tint/other SC /SHGC - double pane 0.0 ft b. Electric Heat Pump Cap: 50.0 kBtu/hr 8. Floor types - HSPF: 7.00 - a. Slab -On -Grade Edge Insulation R =0.0, 179.0(p) ft - c. N/A _ b. Raised Wood, Post or Pier R =19.0, 14.0ft - _ c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap: 50.0 gallons a. Frame, Wood, Exterior R=11.0, 2576.0 ft _ EF: 0.92 _ b. N/A b. N/A c. N/A - - d. N/A c. Conservation credits _ e. N/A (HR -Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =30.0, 1687.0 ft - 15. HVAC credits MZ -C, MZ -H - b. Under Attic R =19.0, 424.0 ft (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts - PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R =6.0, 25.0 fl. _ RB -Attic radiant barrier, b. Sup: Unc. Ret: Unc. AH: Interior Sup. R.0, 25.0 ft MZ- C- Multizone cooling, MZ- H- Multizone heating) Glass /Floor Area: 0.14 Total as -built points: 31479.00 PASS Total base points: 37077.00 t hereby certify that the plans and specifications covered Review of the plans and sT.. by this calculation are in compliance with the Florida specifications covered by this : � o`� .. _ _ 9 T. o •... Energy Code. calculation indicates compliance : , ''-',' • PREPARED BY: Ocean State HVAC with the Florida Energy Code. 1 .. Before construction is completed .. -a DATE: �' `� " I this building will be inspected for ':... , A • I hereby certify that this building, as designed, is i compliance with Section 553.908 ' .�:c � ' v 5�.: ' compliance with the Florida Energy Code. Florida Statutes. °D ` ' OWNER/AGENT: BUILDING OFFICIAL: L, ( ,..,,.__ DATE: DATE: ..c 2- -, --o EnergyGauge® (Version: FLRCNA -200) CITY OF ATLANTIC BEACH DEPARTMEN OF BUILDING 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL: 247-582 6 -FAX: 247 -5877 ION_ -,.;:PERMIT INFOR ... ,4... ` LO CATION. NFORMAT �... i �, Permit Number: 2219 Address 640 OCEAN BOULEVARD Permit Subdivision: r: Type: BU ILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Rang Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Est. Value: Parcel Numb! Improv. Cost: 253,241.00 OW NE OC R:INI= ORMATI i-x 1 Date Issued: 6/19/2001 Name: GEORGE 640 & MARAGRET GARCIA Total Fees: 5,769.13 Address: EA BLVD. Amount Paid: 5,769.13 ATLANTIC BEACH, FL 32233 Date Paid: 6/20/2001 Phone: (000)000 -0000 Work Desc: NEW SIN FAMILY HOME .,,,, �:...- W = C O I VTRACTO - S , _ � * P _. L ICA t 'O , FEE _ . , . . STEVEN R. GEUTHER PERMIT y �, ,, '1,398.00 `' ' AS R IM FE 710.00 „ ' �. xp 7 ,v ER'IMP ACT FNE 1 � W ATE R MET E R I , TP � .�;: ' 525.00 -� x LION. .AS+' R,S . GA s7 10.01 � RAI OI CAB 5 a ` °" 0.53 CAPITAL I MPRO fE 325.00 � R SS CONNE TfOr e x 35.00 `� ��, �NST. '' 14.03 ��'� SCHARGE/ATL BCH 1.56 t '41#7,701-0,m,,,,--.,,,,,,,,..--,,,,' ,'� SEWER TAP i 15 0 } {1 , .A ?. Y Rte#,. �. 1H1 b i p ''''''',7`3;0'';''-''',.:4 x � � , 5 ... y a S .s,�. : . t. f `� f.":1T v `4'� .: 41 .' " —,. S.,"M1 ' ` .:3 1 �� u '.a + a N7 ' ' ''N '''' ; ' , "''''''';''''''40.,... 4 ', - wok w, ' ° ' n '' � � t is if 1 ,' e ens ° ;, -c f a4 r 4 °^.,e ' g wr+'. w a t k �i' - � � .�. ',7:0—?:"''' $� � `'�'+ te. "'a '? a�, $,Y �, _ NOTICE ., INSPECT NS , _ ,ST`BE I EQC EST AT LEAS 24 HOURS P RI TO INSPE CTION ,.,,, BUILDING MA TERIAL RUBBISH t �G DEBRI FROM THI WOR M UST NOT BE P '' C ED IN PI�BLIC SPACE, AND MUST BE CLEA U ► „ AND HAU , r WAY BY EITHER`: OR O "FAILURE TO CO MPL E WITH TI N STRUCT (ON LIEN � CAN REST IN THE PROPERTY OWNER PAV � � % R`B I LL I V R ” 1 IT ISSUED ACCORDING TO APPROV�Ef ,PLA 4 $ WH H R A tT E t F P , AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO LQI S O • F,p ' I Operator: JLANIER ►� C H Date: 6/21/81 81 Rece 9867 ATLANTIC BEAC UILDING DEPT. Total Pay�ent x CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247 -5828 - Fax: 247 -5877 ELECTRICAL PERMIT Permit Number: 22212 Address: 640 OCEAN BOULEVARD Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: TEMPORARY POLE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: We INFORTIwI Date Issued: 6/21/2001 Name: GEORGE & MARAGRET G ARCIA Total Fees: 25.00 Address: 640 OCEAN BLVD. Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/21/2001 (000)000 -0000 Work Desc: TEMP POLE ‘Vt C WRA ) ` " .. ' : k " .. �" h • "" @F " C 1Ctril FEES ALPHA ELECTRIC •F P•NTE " RA 4 IT 4 25.00 r sA ,k � �` 1:1 « `,.�' -,,. NOTICE - INS 'ECTION i$T BE REQUESTED AT LEAST 24 HOURS/PRIOR TO INSPECTION BUILDING MATERIAL, I' UJBBISH ANIapEBRIS FROM THIS WORK MUST NOT P ACED II UBLIC SPACE, AND MUST BE CLEARED UP /ID HAULED `4VAY BY EITHER CONTRACTOR O NER ' "FAILURE TO COMPLY WITH-„THE C N TACT f ) R LT IN THE PROPERTY OWNER PAYINGIVICFO , [OVA'► I P ` a• ISSUED ACCORDING TO APPROVED PL ►1 f '4iftl AREPA +F ...: ERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS a1=. la 41IP A NTIC c ` CH BUILDING DEPT. CITY OF r4dezutic z eacw - 2eept da 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE (904) 247 -5800 'l FAX (904) 247 -5805 SUNCOM 852 -5800 DATE - ° / JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS ,-- 6 2 ( Uo2a,i, • (- 1 21 if La- Please call me at 904 - 247 -5826 if you have any questions. Sincere) Er ATLANT C BEAt H BUILDING DEPARTMENT PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: (' of © Q c E et& 6 _ u 0 S F . OWNER: d r e.2 r.. F 4 "9-2 a ,9 - 2i f C n /ZCr ef- 4 1. Determine Occupancy Classification of the structure. Select occupancy classification , /e. • 5 which most accurately fits the use of the Building. (Chapter B3) [• ' 2. Determine actual physical properties of building. [vj" a. Determine building area each floor. (Area definition Chapter B2) [Vr b. Determine grade elevation for building. (Grade definition Chapter B2) [Yr c. Determine building height in feet above grade. (Height definition Chapter B2) [v'r d. Determine building height in stories. (Story definition Chapter B2) k]' e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter B2) [✓]' f. Determine percent of exterior openings per floor. [v]' 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter B6) [■]' a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) [ vi b. Check allowable height and area increases permitted. (Chapter B5) [v]" 4. Check detailed Occupancy requirements. (Chapter B4) [V]' 5. Check detailed Construction requirements [✓j a. Fire Protection of Structural Members (Chapter B6 & Table B600) [" I b. Fire Protection Requirements (Chapter B7 and Table B700) [vr c. Means of Egress Requirements (Chapter B10) [ of d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [✓f 6. Review design as related to standards. (Chapters B16 - B26) [vJ 7. Check other requirements as necessary. ] a. Construction projecting into public property (chapter B32) ] b. Elevators and conveying systems (Chapter B30) [ ] c. Sprinklers, standpipes and alarm systems (Chapter B9) [ ] d. Use of combustible materials on the interior (Chapter B8) �Y e. Roofs and roof structures (Chapter B15) [t f. Light, ventilation and sanitation (Chapter B12) [ ] g. Other 5 - p CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: c c ` Don C. Ford, Building Official don /sb.1 CITY OF ATLANTIC BEACH Fixture Unic Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE HEISURE:?ENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO CITY wAT7R SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CIT: WATER SYSTEM.. 3 BATHROOM{ GROUP CONSISTING OF SERVICE SINK WATER CLOSET, LAVATORY & BATH 7K TRH. STAND OR SHOWER STALL (6) /1 (8) 4 1 WATER CLOSET, TANX OPERATED D ( ) t/ WATER CLOSET VALVE OPLR.iT_ED (8) j (3 BATHTUB /SHOw'ER (2) • URINAL WALL LI? (4) / SHOWER CROUP PER HEAD (3) 3 FLOOR DRAIN (1) 0 SHOWER STALL DOMESTIC (2) LAUNDRY TAY (2) 2- LAVATORY (1) 2 COMBINATION SINK AND _ ("3) WASHING MACHINE (3) 3 PCT, SCULLERY SINK ( l D I SHWAS EiER (2) 2 - - WASH SINK EACH SET OF (} FAUCETS (2 ) YITCZEN SINX (2) DENTAL LAVATORY (I) 1 XITCZEN SINK WIIB WASTE 3 CRINDEY (3) DENTAL UNIT OR CUSPIDOR (I) 4 BIDET (2) URINAL STALL, WASHOUT (G) FLUSHING AL4 SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. PEDESTAL, SYPHON JET 41 BLOWOUT (2) DRINKING FOUNTAIN (1/2) LAVATORY, BARBER /BEAUTY I ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) o LAVATORY, SURGEONS (2) J JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 33 7 J 1 $20.00 EACH $ 7- /Q JOB INFORMATION • t r Jun 07 01 04:13p Harry McNally 904 247 5872 p•3 May 29 01 01:45p Building Department 904 -247 -5805 p•1 sir PRICE QUOTE . APPLICATION FOR WATER ANO /OR SEWER TAP APPLICANT NAME riA. MAILING ADDRESS (.p c � /5/do- -- PHONE NUMBER DATE 18 '6 L SERVICE REQUESTED c. c� ./,) C.. C7 SERVICE LOCATION 62 F(L) . &J--' J CL- DATE SET TO PUBLIC WORKS • f -0 / DATE RETURNED TO BUILDING DEPARTMENT_ /^ PUBLIC WORKS DEPARTMENT j J D D` PRICE QUOTE RESPONSE `�i' WATER: C\ -t ' c, ;e"' L GZ. - SJ -fetch SEWER: 2, S 2.1/4/4 -.. E R __ - _ '°f/ `S 7 OTHER: %Q.wQ.r YV' tvl RC.■'U SS S - i ♦ 0 i PRICE QUOTE PREPARED BY: P/�S ' Sign re - Title DATE NOTIFIED OWNER_ CR.-ei V CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET '1 Address 6 Q O C - ' 6 c--up S F /2___ Date S Heated Square Footage @ $ per sq ft = $ 1 Garage /Shed OU @ $ per sq ft = $ Carport /Porch V r # @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio V fl 0 @ $ per sq ft = $ TOTAL VALUATION: $ 33 / 2-I/ 253 fie// 1 7 1 6 © $ er6 o Total Valuation 1st $ /00 000 / 13 ? e{/ 1 7 4 G � G l $ Y6 Z- Remaini /ng Value So. per thousand o2 portion thereof TOTAL BUILDING FEE $ 1- + 1/2 Filing Fee $ 4' ( ) Fireplaces @ $15.00 $ / BUILDING PERMIT FEE $ /. ?? WATER IMPACT FEE $ Y( O SEWER IMPACT FEE S /2.1 WATER METER /TAP $ j.,1tc -S CAPITAL IMPROVEMENT $ .32.E S't CL C( l 1 _ SEWER TAP $ / CO t0C f2 /0?) RADON (HRS) .0050 $ i0.0 s73 SECTION H PAVING ( ) $ 0 HYDRAULIC SHARES $ O CROSS CONNECTION $ 3' ,S _ (3/I`/) SURCHARGE .0050 $ / 4 /, O 3//. S OTHER $ V ,�-�- ()-- GRAND TOTAL DUE $ 7e07, )3 ADDITIONAL PERMITS OR FEES:Mechanical ; Plumbing Electric /New Electric /Temp ;SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and /or NOTES: GARCIA RESIDENCE HVAC LOAD ANALYSIS for 58 Builders 470 Saturiba Drive Atlantic Beach, FL 32233 Fly_l °bare R H Y Ac RESIDAN I HVAC L,0AD8 Prepared By: Andy Bryan Ocean State Heating & Air Conditioning 1476 Atlantic Boulevard Neptune Beach, FL 32266 (904) 249 -8251 3 -8 -01 as I RHV,QC - Residential & Light Commercial HVAC Loads Program ii . Elite Software Development, Inc. 1 Ocean State Htg & A/C Garcia Residence Neptune Beach, FL 32266 -1798 3 -8 -01 Page 2 i Project Summary I Project: Garcia Residence Company: Ocean State Heating & Air Conditioning Client: 58 Builders Representative: Andy Bryan Address: 470 Saturiba Drive Address: 1476 Atlantic Boulevard City: Atlantic Beach, FL 32233 City: Neptune Beach, FL 32266 Phone: (904) 249 -2400 Phone: (904) 249 -8251 Fax: (904) 249 -5811 Fax: (904) 249 -8949 Design Data Project Name: Garcia Residence Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 1,982 CFM per square foot: 0.577 Square feet of room area: 3,432 Square feet per ton: 728.033 Building Loads Total heating required with outside air: 61,078 Btuh 61.078 MBH Total sensible gain: 43,558 Btuh 85 % Total latent gain: 7,860 Btuh 15 % Total cooling required with outside air: 51,418 Btuh 4.285 Tons (based on sensible + latent) 4.714 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday, May 24, 2001 RHVAC - Residential & Light Commercial HVAC Loads Program . Elite Software Development, Inc. �' Ocean State Htg & NC Garcia Residence Neptune Beach, FL 32266 -1798 3 -8 -01 Page 3 Total Building Summary Loads I Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain , 3C Window Double Pane Clear Glass Metal Frame 470 15,335 0 20,128 20.128 71 Skylight Double Plastic Dome /Clear Glass Metal Frame 10 394 0 1,434 1,434 10D Door Wood Solid Core 38 787 0 430 430 12C Wall R -11 + 1/2" Gypsum(R -0.5) 2,576 10,431 0 5,706 5,706 16G Ceiling R -30 Insulation 1,679 2,492 0 2,492 2,492 201 Floor Over Open Crawl Carpet + R -19 15 32 0 11 11 22A Slab on Grade No Edge Insulation 179 6,525 0 0 0 Subtotals for structure: 4,967 35,996 0 30,201 30,201 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 3,600 3,600 Lighting: 0 0 0 0 0 Ductwork: 0 2,911 0 3,960 3,960 Infiltration: Winter CFM: 448.3, Summer CFM: 199.2 518 22,171 6,940 4,597 11,537 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 43,558 Temperature Swing Multiplier: X1.00 Building Load Totals: 61,078 7,860 43,558 51,418 Check Figures Total Building Supply CFM: 1,982 CFM per square foot: 0.577 Square feet of room area: 3,432 Square feet per ton: 728.033 Building Loads Total heating required with outside air: 61,078 Btuh 61.078 MBH Total sensible gain: 43,558 Btuh 85 % Total latent gain: 7,860 Btuh 15 % Total cooling required with outside air: 51,418 Btuh 4.285 Tons (based on sensible + latent) 4.714 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday, May 24, 2001 RHV,QC - Residential & Light Commercial HVAC Loads Program . Elite Software Development, Inc. Ocean State Htg & A/C Garcia Residence Neptune Beach, FL 32266 -1798 3 -8 -01 Page 4 1 System #1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 278 9,071 0 9,953 V..953 10D Door Wood Solid Core 38 787 0 430 430 12C Wall R -11 + 1/2" Gypsum(R -0.5) 1,280 5,185 0 2,835 2,835 16G Ceiling R -30 Insulation 259 384 0 384 384 22A Slab on Grade No Edge Insulation 179 6,525 0 0 0 Subtotals for structure: 2,034 21,952 0 13,602 13,602 Active People: 0 0 0 0 0 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 3,600 3,600 Lighting: 0 0 0 0 0 Ductwork: 0 1,658 0 1,951 1,951 Infiltration: Winter CFM: 225.9, Summer CFM: 100.4 316 11,173 3,497 2,316 5,813 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 21,469 Temperature Swing Multiplier: X1.00 System Load Totals: 34,783 3,497 21,469 24,966 Check Figures Supply CFM: 977 CFM per square foot: 0.584 Square feet of room area: 1,674 Square feet per ton: 720.469 System Loads Total heating required with outside air: 34,783 Btuh 34.783 MBH Total sensible gain: 21,469 Btuh 86 % Total latent gain: 3,497 Btuh 14 % Total cooling required with outside air: 24,966 Btuh 2.08 Tons (based on sensible + latent) 2.323 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent Toads. Thursday, May 24, 2001 RHuAC - Residential & Light Commercial HVAC Loads Program 110. Elite Software Development, Inc. I Ocean State Htg & A/C Garcia Residence Neptune Beach, FL 32266 -1798 3 -8 -01 Page 5 ' I System #2 Summary Loads 1 Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 192 6,264 0 10,175 10,175 71 Skylight Double Plastic Dome /Clear Glass Metal Frame 10 394 0 1,434 1,434 12C Wall R -11 + 1/2" Gypsum(R -0.5) 1,296 5,246 0 2,871 2,871 16G Ceiling R-30 lnsulation 1,420 2,108 0 2,108 2,108 201 Floor Over Open Crawl Carpet + R -19 15 32 0 11 11 Subtotals for structure: 2,933 14,044 0 16,599 16,599 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 0 0 Ductwork: 0 1,253 0 2,009 2,009 Infiltration: Winter CFM: 222.4, Summer CFM: 98.8 202 10,998 3,443 2,281 5,724 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 22,089 Temperature Swing Multiplier: X1.00 System Load Totals: 26,295 4,363 22,089 26,452 Check Figures Supply CFM: 1,005 CFM per square foot: 0.572 Square feet of room area: 1,758 Square feet per ton: 735.385 System Loads Total heating required with outside air: 26,295 Btuh 26.295 MBH Total sensible gain: 22,089 Btuh 84 % Total latent gain: 4,363 Btuh 16 % Total cooling required with outside air: 26,452 Btuh 2.204 Tons (based on sensible + latent) 2.391 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent Toads. Thursday, May 24, 2001 RH\AC - Residential & Light Commercial HVAC Loads Program it Elite Software Development, Inc. 1 Ocean State Htg & NC Garcia Residence Neptune Beach, FL 32266 -1798 3 -8 -01 Page 6 I Room Load Summary Reports System #1 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM -- -Zone 1 - -- 1 Dining 210 7,322 95 0 -0 0 3,512 841 160 1.00 160 160 Room 2 Entry 98 1,881 24 0 -0 0 630 266 29 1.00 29 29 3 Living 195 7,246 94 0 -0 0 4,117 841 187 1.00 187 187 Room 4 Mechani 150 767 10 0 -0 0 219 0 10 1.00 10 10 cal /Vesti bule 5 Family 290 6,901 90 0 -0 0 • 3,544 686 161 1.25 202 161 Room 6 Breakfas 150 1,553 20 0 -0 0 1,462 166 67 1.25 83 67 t 7 Utility /Mu 91 4,270 56 0 -0 0 3,484 376 159 1.00 159 159 d Room 8 Kitchen 343 3,145 41 0 -0 0 3,862 177 176 1.00 176 176 9 Pantry 147 1,698 22 0 -0 0 639 144 29 1.00 29 29 System 1 1674 34,783 452 21,469 3,497 977 1,034 977 Totals Main Trunk Size: 18x10 in. System #1 Cooling System Summary Cooling Sensible /Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.080 86 %/14% 21,469 3,497 24,966 Recommended: 2.323 77 %/23% 21,469 6,413 27,882 System #1 Equipment Data Heating System Cooling System Thursday, May 24, 2001 R? VAC - Residential & Light Commercial HVAC Loads Program Elite Software Developmai lt, Inc. j Ocean State Htg & A/C Garcia Residence Neptune Beach, FL 32266 -1798 3 -8 -01 Page 7 Room Load Summary Reports System #2 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM -- -Zone 1 - -- 10 Bedroom 203 4,547 59 0 -0 0 3,705 843 169 1.00 169 169 2 11 Closets 109 2,275 30 0 -0 0 2,175 341 99 1.05 104 99 12 Bedroom 203 5,854 76 0 -0 0 4,241 1,099 193 1.17 226 193 1 13 Bath 175 2,318 30 0 -0 0 2,325 341 106 1.16 123 106 1 /Hall 14 Master 315 4,909 64 0 -0 0 4,659 1,108 212 1.25 265 212 Bedroom 15 Master 225 2,728 35 0 -0 0 1,866 222 85 1.00 85 85 Bath 16 Master 200 1,316 17 0 -0 0 816 102 37 1.00 37 37 WIC /Bat h2 17 Attic /Stor 328 2,348 31 0 -0 0 2,302 307 105 1.25 131 105 age System 2 1758 26,295 342 22,089 4,363 1,005 1,139 1,005 Totals Main Trunk Size: 18x10 in. System #2 Cooling System Summary Cooling Sensible /Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.204 84 %/16% 22,089 4,363 26,452 Recommended: 2.391 77 %/23% 22,089 6,598 28,687 Thursday, May 24, 2001 FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 640 Ocean Boulevard, Atlantic Beach, FL, 32233- PERMIT #: BASE 1 AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 3429.0 33.05 20402.0 Double, Clear N 1.5 17.3 38.0 19.22 0.99 726.6 Double, Clear E 7.0 7.3 38.0 40.22 0.53 807.2 Double, Clear E 7.0 2.3 4.0 40.22 0.36 57.4 Double, Clear E 7.0 7.3 38.0 40.22 0.53 807.2 Double, Clear S' 1.5 17.3 38.0 34.50 0.99 1300.5 Double, Clear S 1.5 2.3 8.0 34.50 0.60 164.3 Double, Clear W 7.0 7.5 54.0 36.99 0.55 1091.2 Double, Clear W 1.5 6.0 15.0 36.99 0.91 506.7 Double, Clear W 1.5 8.0 11.0 36.99 0.96 389.8 Double, Clear N 1.5 2.5 5.0 19.22 0.80 76.6 Double, Clear N 1.5 6.3 16.0 19.22 0.94 290.3 Double, Clear N 1.5 15.3 13.0 19.22 0.99 248.4 Double, Clear N 1.5 6.5 15.0 19.22 0.95 273.1 Double, Clear E 1.5 5.0 21.0 40.22 0.87 738.7 Double, Clear E 1.5 9.5 20.0 40.22 0.97 783.7 Double, Clear E 1.5 5.0 21.0 40.22 0.87 738.7 Double, Clear S 1.5 6.5 30.0 34.50 0.88 907.5 Double, Clear S 1.5 5.0 10.0 34.50 0.81 278.4 Double, Clear H 0.0 0.0 10.0 72.73 1.00 727.3 Double, Clear S 1.5 2.3 8.0 34.50 0.60 164.3 Double, Clear W 1.5 6.5 30.0 36.99 0.93 1028.7 Double, Clear W 1.5 4.5 6.0 36.99 0.85 188.5 Double, Clear N 1.5 2.5 7.0 19.22 0.80 107.3 Double, Clear N 1.5 4.5 6.0 19.22 0.90 103.8 Double, Clear W 1.5 4.0 8.0 36.99 0.82 241.9 Double, Clear W 1.5 3.5 10.0 36.99 0.78 288.0 As -Built Total: 480.0 13036.0 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Frame, Wood, Exterior 11.0 2576.0 1.70 4379.2 Exterior 2576.0 1.70 4379.2 Base Total: 2576.0 4379.2 As -Built Total: 2576.0 4379.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 6.10 231.8 Exterior 38.0 6.10 231.8 Base Total: 38.0 231.8 As -Built Total: 38.0 231.8 EnergyGauge® DCA Form 600A -97 EnergyGauge ® /FIaRES'97 FLRCNA -200 • FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 640 Ocean Boulevard, Atlantic Beach, FL, 32233- PERMIT #: I BASE AS -BUILT CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Under Attic 1688.0 0.60 1012.8 Under Attic 30.0 1687.0 0.60 1012.2 Under Attic 19.0 424.0 1.10 466.4 Base Total: 1688.0 1012.8 As -Built Total: 2111.0 1478.6 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 179.0(p) -37.0 - 6623.0 Slab -On -Grade Edge Insulation 0.0 179.0(p) -41.20 - 7374.8 Raised 14.0 -3.99 -55.9 Raised Wood, Post or Pier 19.0 14.0 0.77 10.7 Base Total: - 6678.9 As -Built Total: - 7364.1 INFILTRATION Area X BSPM = Points Area X SPM = Points 3429.0 10.21 35010.1 3429.0 10.21 35010.1 Summer Base Points: 54357.0 Summer As -Built Points: 46771.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 46771.6 0.500 0.974 0.341 0.950 7383.2 46771.6 0.500 0.974 0.341 0.950 7383.2 54357.0 0.3573 19421.8 46771.6 1.00 0.974 0.341 0.950 14766.3 EnergyGaugeTM' DCA Form 600A -97 EnergyGauge ® /FIaRES'97 FLRCNA -200 FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details 1 ADDRESS: 640 Ocean Boulevard, Atlantic Beach, FL, 32233- PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X WPM X WOF = Points .18 3429.0 9.76 6027.0 Double, Clear N 1.5 17.3 38.0 14.30 1.00 543.4 Double, Clear E 7.0 7.3 38.0 9.09 1.27 440.3 Double, Clear E 7.0 2.3 4.0 9.09 1.51 54.8 -- Double, Clear E 7.0 7.3 38.0 9.09 1.27 440.3 Double, Clear S 1.5 17.3 38.0 4.03 1.00 152.4 Double, Clear S 1.5 2.3 8.0 4.03 2.03 65.4 Double, Clear W 7.0 7.5 54.0 10.77 1.16 674.1 Double, Clear W 1.5 6.0 15.0 10.77 1.02 165.3 Double, Clear W 1.5 8.0 11.0 10.77 1.01 119.7 Double, Clear N 1.5 2.5 5.0 14.30 1.01 72.4 Double, Clear N 1.5 6.3 16.0 14.30 1.00 229.3 Double, Clear N 1.5 15.3 13.0 14.30 1.00 185.9 Double, Clear N 1.5 6.5 15.0 14.30 1.00 215.0 Double, Clear E 1.5 5.0 21.0 9.09 1.05 200.5 Double, Clear E 1.5 9.5 20.0 9.09 1.01 184.4 Double, Clear E 1.5 5.0 21.0 9.09 1.05 200.5 Double, Clear S 1.5 6.5 30.0 4.03 1.09 132.3 Double, Clear S 1.5 5.0 10.0 4.03 1.20 48.3 Double, Clear H 0.0 0.0 10.0 8.45 1.00 84.5 Double, Clear S 1.5 2.3 8.0 4.03 2.03 65.4 Double, Clear W 1.5 6.5 30.0 10.77 1.02 329.3 Double, Clear W 1.5 4.5 6.0 10.77 1.04 67.4 Double, Clear N 1.5 2.5 7.0 14.30 1.01 101.3 Double, Clear N 1.5 4.5 6.0 14.30 1.00 86.2 Double, Clear W 1.5 4.0 8.0 10.77 1.05 90.7 Double, Clear W 1.5 3.5 10.0 10.77 1.07 114.8 As -Built Total: 480.0 5063.6 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Frame, Wood, Exterior 11.0 2576.0 3.70 9531.2 Exterior 2576.0 3.70 9531.2 Base Total: 2576.0 9531.2 As -Built Total: 2576.0 9531.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 12.30 467.4 Exterior 38.0 12.30 467.4 Base Total: 38.0 467.4 As -Built Total: 38.0 467.4 EnergyGauge® DCA Form 600A -97 EnergyGauge® /FIaRES'97 FLRCNA -200 FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 640 Ocean Boulevard, Atlantic Beach, FL, 32233- PERMIT #: I BASE AS -BUILT CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Under Attic 1688.0 1.20 2025.6 Under Attic 30.0 1687.0 1.20 2024.4 Under Attic 19.0 424.0 2.00 848.0 Base Total: 1688.0 2025.6 As -Built Total: 2111.0 2872.4 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 179.0(p) 8.9 1593.1 Slab -On -Grade Edge Insulation 0.0 179.0(p) 18.80 3365.2 Raised 14.0 0.96 13.4 Raised Wood, Post or Pier 19.0 14.0 0.88 12.3 Base Total: 1606.5 As -Built Total: 3377.5 INFILTRATION Area X BWPM = Points Area X WPM = Points 3429.0 -0.59 - 2023.1 3429.0 -0.59 - 2023.1 Winter Base Points: 17634.7 Winter As -Built Points: 19289.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 19289.0 0.500 0.990 0.487 0.950 4416.6 19289.0 0.500 0.990 0.487 0.950 4416.6 17634.7 0.5340 9416.9 19289.0 1.00 0.990 0.487 0.950 8833.1 EnergyGauge DCA Form 600A -97 EnergyGauge ® /FIaRES'97 FLRCNA -200 FORM 600A -97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 640 Ocean Boulevard, Atlantic Beach, FL, 32233- PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.92 3 1.00 2626.61 1.00 7879.8 As -Built Total: 7879.8 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 19421.8 9416.9 8238.0 37076.7 14766.3 8833.1 7879.8 31479.2 PASS y „ „ = �. 1 ` 5 ,`� S 9 i on .E`.` EnergyGauge DCA Form 600A -97 EnergyGauge® /FIaRES'97 FLRCNA -200 FORM 600A -97 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 640 Ocean Boulevard, Atlantic Beach, FL, 32233- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 1 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 1 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS 1 CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 j Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGauge DCA Form 600A -97 EnergyGauge ® /FIaRES'97 FLRCNA -200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.6 The higher the score, the more efficient the home. , 640 Ocean Boulevard, Atlantic Beach, FL, 32233- 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi- family Single family _ a. Central Unit Cap: 50.0 kBtu/hr _ 3. Number of units, if multi - family 1 SEER: 10.00 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap: 50.0 kBtu /hr _ 5. Is this a worst case? No _ SEER: 10.00 _ 6. Conditioned floor area (ft 3429 ft c. N/A _ 7. Glass area & type _ a. Clear - single pane 0.0 ft _ 13. Heating systems b. Clear - double pane 480.0 ft _ a. Electric Heat Pump Cap: 50.0 kBtu/hr c. Tint/other SC /SHGC - single pane 0.0 ft _ HSPF: 7.00 _ d. Tint/other SC /SHGC - double pane 0.0 ft b. Electric Heat Pump Cap: 50.0 kBtu/hr _ 8. Floor types _ HSPF: 7.00 _ a. Slab -On -Grade Edge Insulation R =0.0, 179.0(p) ft _ c. N/A _ b. Raised Wood, Post or Pier R =19.0, 14.0ft _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Frame, Wood, Exterior R =11.0, 2576.0 ft' _ EF: 0.92 _ b. N/A _ b. N/A _ c. N/A d. N/A _ c. Conservation credits _ e. N/A (HR -Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =30.0, 1687.0 ft _ 15. HVAC credits MZ -C, MZ -H _ b. Under Attic R =19.0, 424.0 ft _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R =6.0, 25.0 ft _ RB -Attic radiant barrier, b. Sup: Unc. Ret: Unc. AH: Interior Sup. R =6.0, 25.0 ft MZ- C- Multizone cooling, MZ -H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) : p sT 9 j .. m this home before final inspection. Otherwise, a new EPL Display Card will be completed 147" based on installed Code compliant features. ' co • „ Builder Signature: Date: :0111 a s Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCNA -200) CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be submitted with seven (7) copies and received by 5 PM on the Friday ten l l u) clays prior to the scheduled meeting in order to be placed on the agenda. *INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. . 6 11S T----t_veDel j_18 Z_L/0 APPLICANT NAME ADDRESS TELEPHONE 2. U L I) Q COW V I . CO iTE ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: 53 544( — 1+ 4 (e ti r' w, 'f i r . . t� _ 54=W DiZr av ,�.E - 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑ YEs Iii( NO 0 NOT SURE 5. PROPERTY ZONING: XRESIDENTIAL 0 COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER DIAMETER MITIGATION INTERIOR EXTERIOR :FAK I 2 . Sk i P SoviziAL_Wtoiti vt L - 5 37 .83 X •6 I 8.11 -rbra.- (7764-7794 2 * SG > G, 5 "T o .'77 &-4f Gv rl $ Mt fl4ti * Diameter at Breast Height (D.B.H.) is measured at 4.5 feet above grade. To accurately determine diameter, measure the trunk circumference and divide by 3.14. Diameter of multi- trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. • ** See attached diagram for determination of interior and exterior zones. 7. SITE PLAN/TREE SURVEY indicating: a) Location of topography features such as hills and low areas. b) Existing and proposed structures. c) Location of all trees with Diameter at Breast Height of six inches or more. d) Tree species and sizes. e) Trees to be removed should be clearly marked with an "X". f) Trees to be preserved on -site for mitigation must be marked with brackets "[ ) ". g) Location, size and species of any proposed new replacement trees marked with a circle "0". h) Location of utilities and easements as applicable. I) Location of trees to be preserved on -site with barricading noted. 8. ON - SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on -site by RED flagging, paint or tape. b) All trees to be preserved on -site for mitigation MUST be marked with BLUE flagging, paint or tape. c) The front property corners must be marked by stakes or paint indicating the Lot 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF O : IN S OF ATLANTIC BEACH. 0 ,1,/ . 4, . .04, 7//z/0/ ..... Appli ..t's Signa L,- , Date Owner ' ' re Date CITY USE ONLY: �24 / (24-- / 1// ' Tree Consery ' ' on Board Chairperson Date w Tree Removal A t proved By , — or Data $/,--64 ._...r.I... ,,./.0............................),. _ _ ...._..._..,.....II/I ......M.~a•M/ " PA Ir.cA�oN 2.�6 • a;N. . ( b 1. A '; :OUNO (2. "i;,Oti PE N 0910'38" W 49.9 ' (MEASURED) ,r�►�. LEI d :r.2 • 1 ,, , ,, ..................... ...z ,,,)< • e ii ' a; 1 . l W L ktica., ; Cl t 11'4— '' i I I U i Q. �r 11:43" L� /7 P4 Q tri 1 c A� 45QNHY ' `�� ; r � ( AAIISi :), o w 2 1— r— r v rc3 4 , 0 -4 „_;4` l^ 3 x xi '" co fill 74) .l► 4; . til q 4.(1. LA F ,, ( 5) cr 0 Re e, c 9.5 „ I _ .........7 4 . S ... A . : AL a LI 'S 1O'QD'O13" i 50,0 ' (MEASURED) i z i do. DO (P._ :I. a r 111 M I 1 I O 1 1 1 4 \ I 1 O I 1 r1 1 N 1 1 IF ATLANTIC BEACH g00 SEMINOLE ROAD KC � � � TIC BEACH, FLORIDA 32233 w Q ;TION PHONE LINE 247 -5826 I I I I I I I I I I I I I I co CO N N N N N N 1 I Date 7/15/03 1 1 I 1 . 03- 00026364 H H . . 640 OCEAN BLVD N N PAVERS I I U) . • 1 • • RIGHT OF WAY PERMIT H 1 O O I O 1 ° rn 1 1 . . TO BE UPDATED H 1 1 1 0 H 1 I 1 , z 1 1 H �' ; Q 0 z ; cn Contractor w x g 1 cn x x 1 1 E-1 H "' a, a 0 OWNER H a 1 I •• Ol 1 I co d 0 0 0. ' 1 O l H o I 1 0) 1 H H I 1 H 1 W in m U U I 1 z 1 Z a1 E-1 W W I 1 W 1 H Ln Z U z X � H[ z EWAY PERMIT H • H I 1 H H O 1 a' 0 p p H H 1 z 35.00 Plan Check Fee . 0 • 1 x a 1 H z Valuation .. I 0 1 0 I 44 H Z 1 U) U] ., Q 1 H 1 [x] W I H H 0 a 1 d Paid Credited Due 0 I w 0 E 1 - - -- w 0 H � " 5.00 35.00 .00 .00 H 0 1 Q 1 H .00 .00 .00 .00 N H a 'H 0 H 1 a z U 0 ) x 5.00 35.00 .00 .00 0 i 0 H 0[1%Y ' 0) 1 Z H P I J -1 p.' )a.< � Ln H I m Z U) 1 W C7 w 1 p F:4 I W W H 1 N 1 a - 0 4 . 1 0mXal 1 0 0 W C7 00 H Q Q cn 1 ,a fx o I H H I o al 0 0 0 0 1 4 0 1 U) G7 1 0 H 1 71♦ z M W (`"1 I 0 0) a O �< o H 1 to W H 0 o I o a 1 01 `,' r1 Z 1 1 Q1 X , �. `�H FC §w � •Ma • • x u F:C 1 Zi 0 M I Qa O 1 E-1 pal C14 I co . r0r�J OS O H H FC I W o. P: al H a 1 0 al >4 1 x PG H w 0 a 1 \ aH Q q wo < al I w a ' P4 c..) 1 FCHUOar.� 1 a H H 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 PROPERTY RESULT IN THE OWNER PAYING TWICE FOR BUILDING WHICH ARE PART OF PERMIT PP MITAND SUBJECT TO REVOCATION FOR VIOLATION ISSUED ACCORDING I NOFAPP ICCAB E RO SON OF APPROVED PLANS BUILDING OFFICIAL rage 1 01 1 Schlueter, Jennifer From: Showman, Lisa Sent: Monday, July 14, 2003 4:10 To: 'George Garcia' Cc: Schlueter, Jennifer Subject: RE: permit 640 ocean blvd Approved by Public Works Dept. just minutes ago. Original Message From: George Garcia [mailto:george.garcia.bxrz@statefarm.com] Sent: Monday, July 14, 2003 3:59 PM To: Showman, Lisa Subject: permit 640 ocean blvd lisa, anyword on my permit for the parking area? george garcia 7/14/2003 DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ° Atip ��.` • ATLANTIC BEACH, FLORIDA 32233 -4318 TELEPHONE: (904) 247 -5834 k FAX: (904) 247 -5843 'w S) SUNCOM: 852 -5834 st) http: / /ci.atlantic- beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # C3 Z./ 3(1 Applicant: U7( (—Oft' Address: (t' f C CC'r_c Project: pc I, ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. ye Your permit application has been reviewed by the Public Works Department and the following items need attention: i, Provide - pleas shows #c where: pavers are belo /t' 4 ai7"h 4iiinens /0 -- 2 - &pv ;de ✓J jn drrn .2i af •eceerr'dIiy f-7er rne, c h ill of f74 VCI' Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247 -5834. Reviewed by Robert S. Kosoy, P.E., Director of Public Works Date 2 d_ Signature Contractor Notified Date 6/:2. /o 3 CITY OF ATLANTIC BEACH CONS I HUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS DATE / 7 (J / (1 1 PERMIT NO. ISSUED BY THE CITY JOB ADDRESS 640 Occan Blvd VALUATION $ $2738.0 PERMTTTEE GPnrgP ,T (;a rc i a PERMITTEE ADDRESS 640 ) Cear i 1 va TELEPHONE NO.2 -3096 REQUESTING PERMISSION FROM THE CITY OF ATLANTIC BEACH TO CONSTRUCT LOCATIONS: (REFERENCE TO CROSS w side of OCc-an blvd btw 6th 7th ct . APPLICANT DECLARES THAT PRIOR TO FILING THIS APPUCATION HE HAS ASCERTAINED THE LOCATION OF ALL EXISTING UTlUT1ES, BOTH AERIAL AND UNDERGROUND AND THE ACCURATE LOCATIONS ARE SHOWN ON THE SKETCHES. A LETTER OF NOTIFICATION WAS MAILED TO THE FOLLOWING UTIUTIES /MUNICIPALITIES: JACKSONVILLE ELECTRIC AUTHORITY YES ( x ) No ( ) DATE: 6/20/03 BELL SOUTH TELEPHONE COMPANY YES ( No No ( ) DATE: 6/70/03 FERRELL GAS YES ( X ) NO ( ) DATE: 6/20/03 MEDIA ONE CABLE TV YES ( X No ( ) DATE: 6/20/03 2. WHENEVER NECESSARY FOR THE CONSTRUCTION, REPAIR, IMPROVEMENT, MAINTENANCE, SAFE AND EFFICIENT OPERATION, ALTERATION OR RELOCATION OF ALL. OR ANY PORTION OF SAID STREET OR EASEMENT AS DETERMINED BY THE DIRECTOR OF PUBLIC WORKS, ANY OR ALL OF SAID POLES, WIRES, PIPES, CABLES OR OTHER FACIUTIES AND APPURTENANCES AUTHORIZED HEREUNDER, SHALL BE IMMEDIATELY REMOVED FROM SAID STREET OR EASEMENT OR RESET OR RELOCATED HEREON AS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS, AND AT THE EXPENSE OF THE PERMITTEE UNLESS REIMBURSEMENT I5 AUTHORIZED. 3. ALL WORK SHALL MEET CITY' OF ATLANTIC BEACH OR FLORIDA DEPARTMENT OF TRANSPIRATION STANDARDS AND BE PERFORMED UNDER THE SUPERVISION OF Cq le /6 ciao /K;., l✓et - (CONTRACTOR'S PROJECT SUPERINTENDENT) LOCATED AT 11459 Ph ps may Ja TELEPHONE No880 -7669 4. ALL MATERIALS AND EQUIPMENT SHALL BE SUBJECT TO INSPECTION BY THE DIRECTOR OF PUBLIC WORKS OR HIS DESIGNEE. 5. AU_ CITY PROPERTY SHALL BE RESTORED TO ITS ORIGINAL CONDITION AS FAR AS PRACTICAL, IN KEEPING WITH CITY SPECIFICATIONS AND THE MANNER SATISFACTORY TO THE CITY. 6. A SKETCH OR PLANS COVERING DETAILS OF THIS INSTALLATION SHALL BE MADE A PART OF THIS PERMIT. 7. THIS PERMITTEE SHALL COMMENCE ACTUAL CONSTRUCTION 114 GOOD FAITH WITHIN 1 5 DAYS FROM THE DAY OF SAID PERMIT APPROVAL AND SHALL BE COMPLETED WITHIN 15 DAYS. IF THE BEGINNING DATE IS MORE THAN 60 DAYS FROM DATE OF PERMIT APPROVAL, THEN PERMITTEE MUST REVIEW THE PERMIT WITH THE DIRECTOR OF PUBLIC WORKS TO MAKE SURE NO CHANGES HAVE OCCURRED IN THE AREA THAT WOULD AFFECT THE PERMITTED CONSTRUCTION. 8. IT IS UNDERSTOOD AND AGREED THAT THE RIGHTS AND PRIVILEGES HEREIN SET OUT ARE GRANTED ONLY TO THE EXTENT OF THE CITY'S RIGHT, TITLE AND INTEREST IN THE LAND TO BE ENTERED UPON AND USED BY THE HOLDER, AND THE HOLDER WILL, AT ALL TIMES, ASSUME AU.. RISK OF AND INDEMNIFY, DEFEND, AND SAVE HARMLESS THE CITY OF ATLANTIC BEACH FROM AND AGAINST ANY AND ALL LOSS, DAMAGE, AND COST OF EXPENSES ARISING 114 ANY MANNER OF THE EXERCISE OR ATTEMPTED EXERCISES BY THE HOLDER OF THE AFORESAID RIGHTS AND PRIVILEGES. 9. THE DIRECTOR OF PUBUC WORKS SHALL BE NOTIFIED TWENTY (24) HOURS PRIOR TO STARTING WORK AND AGAIN IMMEDIATELY UPON COMPLETION. SUBMITTED BY: (PLACE CORPORATE SEAL IF APPUCABLE) SWORN TO AND SUBSCRIBED BEFORE ME THIS '7 DAY OF D I � 3 . f DEBRA C. BOONE NOTARY PUBLIC M Y COMMISSION* 0D040522 ‘ 3,4, EXPIRES: July 9, NW r OF le 1.80•3.NOTAPV FL Notary Service 8 90 dIng. h1F GEORGEGARCIA .,... p . 1. 06/23/2003 16:38 9042476515 . ,10.1. -2 * 9-58 1 I. Getittvekr lf 317,elen R . 104-399-6175 P• 1 Feb 26 OP OttnR1 fl . 5l 16 ......".....................................................................••Pma...11 ram M i I SH 0 W C BC)IiNDAR`f SURVE? OF ," 58 BUILDER 1 r, kr.• c•C ett:no-■ PIV rirenkilt. 0 01 FLA' .,;1301( .,, !vet! c.n. riF Iiii (....vr. ,: Putoc Actmlf.c.; 0 r/IIYAL ))1..IN i ':. 11(.010.4, 11 Pi ! ATLANTIC BEACH, FL 322Z t;Eill1FID TO: f T. GEvintR ,,........e.e 0.1) 11 r1,1b...1." :VI. TIONI.N. II '• I r. mstAANII, t 7 6, 4. c /4 0.„, f7r,o11, IONE) Ahit) LA UttA1N. r A Al•I1 hilAgl,Altr f, FILE 7TH STREET is° •J• eitteeV OF 1.4V) "TMla;•17.ttl'r 1,01 1 i11 r • .. 1,- l to Aid eek6k4ce r 7 11!1 CV II'l A I) 1 (M(ASIIRED) Ffil A' r CI 14( 'A • n4 i.nr.c.,...t, .1 r • '.11.10 I . Se .1.• Ole( '"'" i'..710 el 10." aet ., • . . ■ , . . • ' . . 6; rt c.: ..,.. .,. • .,...,,..._......,:..z........,..:,.....„... k : ,,:: ti i,t. -...1•, IX :! 1 w /- •.. .. . . : . . .• id ' 4 • ; 1 t a '/ ' .c -. : . A. . .at.x.w.r ■ .!• • f ! . .• . • ' \ i 1 1 "42 '• 4 ..._:•, ' h., 1:1 . 1 . 1 ., I* ...• . ,,.....■■•••■■•:--: ! .,.., 1.. ‘, 1 ,..1 i . .....!!.... r01./. if■ IVRY. ... •c• 1 .--.-_ 2 , INv LOT 4 4 . ; 4J :1_,, .'. 1. Itto....E . • a 15 . il e. _ .. cAme. d % 1 ',-. , *. • I 4i . 1 •.,. Frv.;ir.r. 0 u4t) ,,,.., .,,... l''.' It ' : 1..7,,,11'•"1 - .. '. ';•—•\;. ' i ta,k 1" 1: ' .. • +.4: :: 4 i y 6 s i - . '-ij I • • 1 i. ' ' ,•,..,,„„„., . 11 tit y t1 0 N •os ji 14 A 130 1C1'';'' P ir 1.it.-.0 (mr.*Stwo> 0. ' 1 D.I...I) $ ' 11 1 Igl •'',1. W ... :. / fie, : • : • i •:.: " -- .7. - L. - 7.=. - .., Letit.pm: . *--- - .r.1 fie-14 tr.) _ ,::,.:,- - ...._____. __. _ _ ________. .. .c. ... .., ,......_..___ __ .....___. __._ ... . ............._ _ . _ _.. 6 ' L. Arm. , 0 , 1 birollor.% gni 10: 'I vt. 1.V "...;'''''I• II: , rio.• Ar . 1 ' I r''.°1 4 . / ...! . ...._ ....6 11% ULU:APE: r.... ....L., .....„. , , .. ,,, ,,,,„;,.„, _......._,.__.__....__....- 1141: illl./FMI•eilla 3 OF ....... PLOTITIO OM 1111 19. •-1 el' *it'll, r,.4t11 ztled „ `',„„ a', m aovea feel 1•01 7 3. L.• _4 pi" ...w0,4 rum, ,,,,0,0r1 arr. Oat(%) /3 II I •', ■',I1, , ::..4,Isit • Mope i i3Ofe3 1 ... I F. ,.:-.......---, a ••••••■ 3. 4.11 . 1 E" ,1 :4 1 5 41! , a 14 oto.... a 44:I.!. or , .01 feth .4.ofte,a:u Kt., ,,,0„ 1 ,.:. . "APOL 4.11% 1.111 IF4 MI F. 11 ' 4110,alla Ilae. 1 1, r ,Le4 4OF(RIMel or . .11 . ! lamo.....o.A.,o '''------' N. A two; *Awry hor •• La • umor Ni r..1141.•:.... :1,4 •e 1,1 Cl...11 r.:.'FF.Flet 1 0 Y 61 /7L .655 tairi li 1::7 2 --- "It171717.r . iii137'9F. vl 1 " my , :trit1HL A 11 aa, a j , IS.!.. :6. o ... el .•04111•0 cto.n so. to Illii-C, Or: 0 . 1 ; 11 mh.,"" I ''''''''''' IC: No ' ' rg*shor;''''':,:.•1;11•!)..1g). ol To.:. , .1',Z:ig... totrAltri.: atr7otro4 1 :7::::Ao ' • .,,,! • • • ' ' ' tr,.) ...' .4,..,;1 •41 Our: rt 'Inore...n klayaaa 1,000. 1 j .") • 1 11 V L ,TtE11.1 i',,li L;w . ... , ii, liliiil .... .__.......,.._. n ,....._.........._. , ...,..._- mCwt.•-4 ACV le Lieve,to .,,,,aawla-, i• ',TIE, , an1...11.4171 1itt.0.:41111 mo Imo", ir .Arr ., ' LAND 5.;1•JRVrn C ...1.,"CiriSTR4(41:140N1-54RWEN-1/29.---0--leittr1;101qE 06/23/2003 16:38 9042476515 GEORGEGARCIA PAGE 02 Jun 23 03 03:41p CIT`.'STONE, Inc. 19114? ;t r;7 "F. °;>fl P -3 TREMRON MIAMI 11321 N.W. 138th Street 4; , • PAVERS Miami, ( loricht, 33 170 �' ' f R T `I �f J WALLS Phone: (3051;325-9000 �` , Y 1 . ) ) r ONTROL • Fax: (305) 1323 -661 Toll Free: (300) 567-1480 -i Cc.; re i ntrv, :;.i aia TREMRON JACKSONVILLE 2885 St. Cla r Streit Jacksonville ?, Ft 32254 Phone: (95 359-.5900 111 Fax: (905) 3'i9 -59C)1 CL , 410 INTERLOCKING CONCRETE PAVER iL _ I Note: This is a ::uide .hecification for the construction of Thrmr {:m Intern :k: ?1!:3 Ooncrntl! Peers and Q t bedding and c >vi:?r a dense- graded, comp :we ' agcregate bn: >e. - r,)is !J — iot, lci be edited by an engineerlarcll:ect to conform to project conditions 3:nd vocation 1`!0!n tre provided on the use of a coinf'actec :igaregate base under the hedding sand Eind Olt r Lase rrsttoriet may iC be used. The vier .,horrid ruler to Interlocking Conc to Pavernenr.. In =li:ule If' ;I ::ftware, Zaktht:'rsTfA Detail and Spec f:cationt. for lnterlocicing Concrete Pavement, for vtirio +.13 gUidF p cilicatk ns c "nd detail drawings. a PART I0Gs N RAL c 1.01 Section Includes CO A. Concrete paver units. (Concrete paver er.tre wits.) B. Bedding ar d join sand. © C. Edge restraints. C r 1.02 Related Sections Tech Data: A. Glossary of Terms used in the Production, Design, Constn.ecliot and lestirlD of Interlockmrf' oncrrtle Pavement, - [CPI Teo Spin *1 8. Construction of Interlocking Concrete Pavement -ICPI Tech Sp tic x,? C. Edge Restrains for Interlocking Ccncrete Pavement - ICPI Tech . D. 5trucuturat Di of Interlocking Concrete Pav "merit tor Roads rrr Lct;. It;'PI ch SpaG #4 E. Cleaning and ::3ealing - A Maintenance and Protw ion Guide - Tecll .3per, F. Application Guide for Interlocking Concrete 'avernents - !CPI - rich 31 :fit: del• :) 06/23/2003 16:38 9042476515 GEORGEGARCIA PAGE Ia . 4 J c3 03 03:41p CIT "�'STQNE, Inc. t9f14'. 3'I t 1.03 ReferenIes _ ) Note: Pavement:: subfer:t to vehicles should be designed In consultation ,nit{ ;;i1 aualibed civil engineer, 11 accordance with established flexible pavement design procoreeee. Pavespec !towers, end in accordance with the ICPI "Tech Spec" Technieel ��aAatins. A. American Sraety ..e Testing and Materials (ASTM): 1, C :3e, Specification for Concrete Acar�recalr3rr. 2. C teE Methcd for Sieve A,nalyele 3. C 1e•0 Sarnp'ing and Testing Concrete Masonry !mite. 4. C144, Stan.i rd Specification lot Pagreilate for Masonry PgUrta.i. 5. C 9 8, Spereficetion forSolid Interleckin,3 Concretes Paving lines. 8. C 979. Spe,itieetiOn for Pigments ter 1n':egrally Ccrlorert C le l: 7,13 *8 Test ivlethods tor Moisture Density Relations of :Sol d ,Sriil Aggregate Viirturr using 3 5.5 1b. (2.49kg) Kammer and lain, (305 mmi d op. 8. U HIT, Test Methods for Moiztture Density 9. 0 25'40, Graded Aggregate Materiel tor Bass or Subbases ice Highwraas or Airports. S. Intetlockine :encrete Pavement Instit'ile 1. Teel Spec Technical Bulletins, 1113 Quality Assurance A. Installation :'hatI be by a contractor arid crew Wee at least one .rear rl experience in placing int:r:C:kine ceecrete pavers en project: of similar nature or rtelnadr , .;•;:r5'. B. Contractor shall hold a current certificate hem tie Interlocking'�onerete Ielveinont Ireeitut^:. Concrete P ver Installer Certification program. C. Contractor shell conform to all local, etatelorovincial licensing :::nc bolding rwiLliremer'rs. 1.os Submittals A. Shop or product &awing and product data B. Full size seriplee 0l concrete paving units to indicate color and shape selection . Color will be selected by Architect/Engineer /Landscape Ar'chitect/Ow1er trom r.anuteCturer'i> available co ors. C. Sieve anaiy':ie for grading of bedding and ;print sand D. Test result tom are independent testing laboratory tqr compliance f.,:rvinn unlit requireme res to (ASTM) C 9361 (CSA) or ether applicable regirir*rneree. E. Indicate layout, petl:ern, and relationship of paving Joints to fixtures end polect formed rlet !its. 06/23/2003 16:38 9042476515 GEORGEGARCIA PAGE 04 Jun 23 03 03:41p CIT''STONE,Inc. I904 :33r0-- 76511 p.B 1.06 MOCk4i A. Install a 2 t. ;c 7 ft. r;2 m x 2 ml paver area as described in Aric1,? B. This area mill be used to determine surr.,hnrcle:.f the beddinc! slant: ,,'yr r ;r9Ht:- aes I'na';. laying patinnt(5), color(s), and texture of .he jch. C. This area s ir:.11 be the standard from which the workwiN be Judge:! E :rr,I it shrill i:i' incorporeled into thu work. 1.07 Deliver,; Storage, and Pandang A. Deliver/ conc pavers to the site in 3ter.:4 banded, or plastic banded, cr pl:►.3Iic wrapped Cubes capable of 'transfer by fork lift or clamp 111., Unload dams it job site In such a manner that no damage occurs to the product. B. Cover sand with waterproof covering :0 Orijveln'ti exposure to r.rtnf Il cr erT'Io rat by wir::`. C. Coordinate :IE•livery ftnd paving schedule 1c+ minimize interface with normal ono of building adji rc e,nt to paving. 1.08 Enviirog entara Condition , A. Do not instal :,anc! or pavers during heavy rain or snowfall. B. Do not ins ".a1 sand{ or pavers over frozen base materials. C. Do not Instal `cozen !land. Ci PART 2 - PRODUCTS 201 Concrete. Pavers A. Manufacture Trer con Miami rrerrron Jacksonville 11321 MK 138St. ?88m St. Clair &tree.' lvliarrti, I=1_ 33178 Jacksonville. R. 2,2254 (305) 825 -9000 !;3 1 359 -5900 B. Meet the following requirements set forth in ASTM C. 936. Standard 3 ;IfJ.0 i•: !ton for IrUIrlarking Concrete Faring Units: Note: If 3 -1/8 Ir ;80 mrr;) thick pavers are spocifiec, their compressi str rnca'a- lost ca rat: should be a.divaind Iw multiplying them by '1, t 8 to equate. the resi:lts tc tint irr : 2 -3'8 irr (60 mm) thick; pavers. I 1. Averega compressive strenght of 8,000 psi (35 MPa) in unit: uri:ler 7,200 psi (50 MPa). 2. Aver:•ge absorption of 5% with no unit greater than 7 %+vhen 1 uac..rt ill acconlelce with ASTM 1•°.O. 3. Per,idence to 50 freeze -thaw cycler; whorl tested according to AS C: 67, • C. Pigment shat' conform to ASTM C 979. 06/23/2003 16:38 9042476515 GEORGEGARCI A PAGE 05 Jun 23 03 03:41p CIT'tSTONE, Inc. 15334 ) ;39 :5E1 p.6 2.02 Bedding and Joint Sere Note: The type of sand used for bedding is cflort celled concrete !land. •I) regionally. Scre-eningo and stone dust cell 06. Onevrflly graded and h.5ve the No, 200 10.0;'5mir) sieve. B e d d i n g sands w i l l ) These' CharaCIVISSIM !;f1P11i.:: r 0 be Sed. Contact' paver ixntracto 7.= or manufacturers kval I the project end c:i.lfrn successfully t,s9:1 in previous similar applications. A. Clean, non-ollstic, free from deleterious or ,tcreign o,' Manufacture:1 from crushed rock. Do nc( use limestone screeninps or stone dust that do lot conform to thegrading requirements in Tptie 1. pavers are sibject to vehicle traffic, the .3anc's shall be as na 9S pfan.:47/1) available. • .0 WS. Note: If the horiness of the bedding sand is ilot sufficient cr quetlivreble (usually a heavily trafficked thoroughfare), ccntaci the 'CPI for infOrMatic)r, ;n iCfftC3t0I)4 on assessing blddlon sand durability under " traffic loads. B. Sieve according to (4.5714 C 136) (CSA-A-A23.2 C. Conform to 7h gracing requirements as slic.tvn ii labfe 1. k., Note: Use AS711.1 or csa standards as applicai,Ve I • rable 1 Grading for Bedding Sa C 33 (ISA A23.1-MR.4. Sieve Size Percent Passing Sieve Size :of,,n7c.Int Passing 3/8 in. (9.5 mm'; 100 10 mm 100 _ . 06/23/2003 16:38 9042476515 GEORGEGARCIA PAGE 06 Jun 23 03 03:41p CIT"SICINE, I nc . 151114 :1 :9 90 '? 539 II D. The joint sand shell conform to the grading requirements as shr.)wo in Table 2 below: I Note: Use AS Tt.f or CSA standards as appficetle. ..•••■■•••• .41■■■■■ ■■••■• • I. OM= d.• • Tattle rt! ..... Grading Requirements for Joint Sena ATM C 33 ASTL C 144 OSA IV:Z. Nakirat Sand Manufac Send Sieve Size Percent oac Peryarr, Paorting Sidoe :":1201 P.:!rcerrt Pa,:sirg No. 4 (4,75 tom) 100 100 5mm 10c: No. 8 (2.36 mm) C..!5 to 1(.)0 951,1100 2.5 rnrn 0 to 10C No. 16 (1.18 mm ) 1 11 to 100 70 10 100 1.25 r t.ic, rt.. 13C No. 30 (0.600 mm) 40 to 75 40 in 100 0.000 mr lo 50 No. 50 (0.300 mm) 10 lc 35 20 ;o411 0.300 mil 15 to 50 No. 100 (0.150 rrir1 2 ir• 15 1) to 25 0.150 mrn 2 to 1.r.1 No, 200 (0,075 rrim) 0 0 'r.110 2,03 Edge Restrabsis A. See !CPI Tric1 Spet; #3, Edge Restarints for Interlocking Concrete (included in TF,ch Data Section) for guirlanc• on 3electing edge restraints fr'r various applications. 8. See Details / DrsIgr Considerations in Tech Data Section. PART 3 - EXECUT110141 101 Examinatfon Note: For instailtlOn an compacte aggregate as and soil :FLIbgradfl, be aware that 1i'.? :.:kinace of the pavers may be 98 to 1/4 in. (3 to 5' riir. i3,51,im: the final elevations atter convaction. This die:cervix.° in initial and finer elevEticn compensate tor possible minor settling. A. Verify that sUagrar.14 preparation, compacted density and eleVetions c 1:1 the specifications Note: Compaction of the soil subgrade is reconended to at least 9. % sta. Iiisc.1 Vor.rcr density per AST1 0 alf3 ler pedestrian areas rid residential clrivewar;. ai least 95% modifieel Prvotor density per ASTM 17 is recomended l tl heavy vehicular trafic. Stabilization of the stiborrade andfor mateplai may NI necosmtv ! • 1 with week or saturated .!, soils. The ArrhitecilEngineer should ,1/23P1'0; .1 preparation, elowiron, and conduct nensit, to$3 for conformance fn soecA7ertr... B. Verify that gentocIlles, if a.pplicable, have bean placed accordinr.i to 5 pt 1::;ficatiorls and drawings. C. Verity that aggregati) base materials, th!clmlts, ompaction, stir,'!acn and elevations cor:lerm to tno specifications. Note: Local agnrirate base materials typical to those u.sec. I for highway f Vernerik; are recomended ou those conforming to ASTm 0 294G. Compsction rOCemsnder) t not less than 95% Proctor density in accordance wilt; .437714 0 6913 for pe,x1E'Stri.11!' a was and residential diveways. Compaction is recomencred to not less than LiEt!;=.. 06/23/2003 16:38 9042476515 GEORGEGARCIA PAGE 07 Jun 23 133 03: 42p CIT'"STONE, Inc. El IU fj Note: The arg base should be sprea an cornpactecl in unitli la/9! exceeding 6 in. (WO awn) thickness. ilecuinended base sunti7ce 12)e .sooalct be lulus or minus 31P Ir. (10 rnrn) over a 10 ft. (3 m, straight edge, The Ar:17Ircd/topineer s1. id inspect geotoxlile materials and placemenr (If appliasIble) Imsr prape;',00, ;;Pace tolerances, Elevation, and conduct density Posts for conformance t Sc" !CPI Tech Sne_72, "Construction of Interinc:.•Thg . :7oncrete fo.7 glidenoo on constructor) prpctir;os. Note: Mechalicat tempers are recommended fry compaction oi so! .irrj aggregate NS( around lamp standards, utiiity s'ructrures, building adyes, :::at, tree and other protusioris. In areas not accessible lc large compaction -equiprtiF.11", curripac. specified der.sity with mechanical tampers_ — — D. verify loe:Ann, tyPe. installation and elevaiots of edge regruIrts Tie peiriletx area to he paved, -- OR --• E. Install edge rest iv per the drawings land manufacturer's rGc.I eridahmi] [at the indicaterl F. Verify that base is dry, uniform, even, and ready to support sand. ixiveri:. ;1rd enpori..141 loads. G. Beginning of bedding and and paver inMalleion ineans a.ccoptancq end cl?e restraint:1. • installailian A. Spread the bedding sand evenly over the be.r:e course and si.xe.e.cli o :3 n01 1 In (25 mm) thicknens, not exceeding 1-1/2 in, (4') rirri) thickneuri. Ti t cwi!.:7?r. IPti sand should not be disUrbed. Place sufficient sand to stal.lahead of the laid I:10 riot use tile bedding ss:nd to fill depressions in the tNt.se surface. B. Ensue that pavers are free Of foreign mtVerial before installation. C. Lay the pavers ir the pattern(s) a3 shown on ihe ckawinqs, unt1ern iintl joint Ilnes. D. Joints botwen trio paverS shall be between 1116 in. end 3/ (2. run- rim) wide. Note: Sornonever :Mapes require a larger jo,■nt. - Consult mance:amyl:if t joint widths.-- -- .... E. Fill gaps al the edges of the paved area cut pavers or edge unka, Note: Unifs ;Alt io smaller than one-third of wt le paver are reca alona edges salvo to vehicular traffic, --- F. Cul pave's to Ida placed along the edge ivfith (a double biadei pa-.'r )" flisx. saw. G. Use a low-amplittide Mate compactor capable of at least 5,ip04) Ibf .22 a frequency of 75 hz 130 ht. to vibrate the pavel iMi) the eand. H. Compact the pavers again, sweepinp dry ieint sand into the .icinta ard until 1 are lull h, will require at least two or three passes with Ihe cornix no no': compact 06/23/2003 16:38 9042476515 GEORGEGARCIA PAGE 08 Jun 23 03 03:42p GIT "STONE. Inc. t U4. tit;iO '/95E1 In.8 1. All work to within 3 ft. (1 m) of the laying face must b1-1 Iefl: fully compacted with ; t3nd- filled joints at the end of each day. Cover the laying face with plastic sheets merniy.hy It not closed with cut and compacted pavers. J. Sweep off excess sanc' when the job is complete. • K. The final surface elevations shall not deviate more than 319 in. (10 rnm) under a 1.) H, (3 m) long straight ectge. L. The surface elevatior c f pavers shall be 1/8 to 1/4 in (3 to 6 mm) above 1djan«,irat d: !inaq:! inlets, concrete collar.; ar channels. 303 Field Quality Control A. Atter removal of excess sand. check final elevations t. r coiformance to tlt9 cI:3.wir'gs. `.l ;e ?!t:drn.r Jr. 4 • fj / I sx CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 '" INSPECTION PHONE LINE 247 -5826 Application Number 03- 00026552 Date 7/24/03 Property Address 640 OCEAN BLVD Tenant nbr, name ENCLOSE SOFFIT /FASCIA Application description . . SIDING Property Zoning TO BE UPDATED . Application valuation . . . 0 Owner Contractor GEORGE GARCIA THE EXTERIOR GROUP, INC. 640 OCEAN BLVD 394 9TH ST. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -2228 (904) 241 -2228 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 35.00 Plan Check Fee . . 17.50 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 35.00 35.00 .00 .00 Plan Check Total 17.50 17.50 .00 .00 Grand Total 52.50 52.50 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 4 Cc: , ,,!_ CITY OF ATLANTIC BEACH D. Ford C1 s f . ' BU ILDING / ZONING DEPARTMENT L. � r ." . 1---:'-'''''' _ ss1 A 800 Seminole Road Y = ' , Atlantic Beach, Florida 32233 (904) 247 -5800 'trig 0 (904) 247 -5845 Fax PLAN REVIEW COMMENTS Permit Application # 03 - 24,5 52 Property Address: (4 CD ()c NI 6L-UD Applicant: — 1 -- I - t'!✓ l --t O'p iyO)P Project: 'i.0 x.05 e. 'c 1 Ft T F'Pc5l 4 This permit application has been: u Approved 0 Reviewed and the following items need attention: Please re- submit your application when these items have been completed. Reviewed By: 1 -4 Date: 7 .2 3. 0 A t i. ,,,,,-=:.:-... ."" -� CITY OF ATLANTIC BEACH ati ,, l . , SIDING PERMIT APPLICATION Date: 7 -1 7 — 0 3 Job Address: if U 0 c - F,A/v 1 v L Owner of Property: , ( %6 • (,Afz, /A Address: .r Z.'z, Telephone: 4.416 - 3o 9 Legal Description: Block Number: Lot Number: Zoning District: Siding Contractor: 777 L t. ft I D g. ( ? p, I) ( , Contractor's Address: 3 9'/ 9 '- S' / 1 46 f - g 2- 235 Telephone: 2./7 2- -e- Fax: 2q /-° O ©4- 3 Describe proposed use and work to be done: S.',Ui ^/ea.C,F= S v t'4 caJA Present use of land or building(s): ,.. i..tl7/ > 4 Valuation of proposed construction: 9` /., 2.. 0 L> Is approval of Homeowner's Association or other private entity required ? /ties If yes, please submit with this application. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. Step 1. Attach detailed information on product to be used. Step 2. Attach details concerning attachment of product, i.e., fasteners, etc. I hereby certify that all information provided _" it with this application is correct. Signature of Owner: � f� Date: - ■F ,� f _ G I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. 2 2— . 0 3 Signature of Contractor: 7:7A7 Date: 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845. http : / /www.ci.atlantic- beach.fl.us Page 1 Revised 1,7/03 . Address and contact information of person to receive all correspondence regarding this application (please print). Name: 63 pR. Cr 6%+?2c -,4 Mailing Address: —3 S 32K `-f' J 0.c& 3.2.Z C 6 Telephone: G il/ 1 3 3d''°z Fax: 3 0 As tot" E -Mail: r."-rc G it 618t'4.sod 4 , n'tr' 7 AS TO OWNER: Sworn to and subscribed before me this A 'n c i, day of Tit.. , 2003 . State of Florida, County of Duval 49.9 Notary's Signature: : - � C • a '14�s�, + ° 4 � DEBR MYC OMM ;WON `� known • EXPI 3TARV Ft. N ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this .2,- day of ✓1,,L7, , 20 0 --/ . State of Florida, County of Duval �f Notary's Signature: its /"' L/ #,ay!Pb GEORGE J. GARCIA, III. , , MY COMMISSION # DD0 0288 Personally known ' ? vto� EXPIRES: July 9, 2005 MI Produced identification 14300.3-NOTARY FL Notary Sera!oe & Bonding. inc. € /✓. Type of identification produced !_`t ce 800 Seminole Road • Atlantic Beach, Florida 32233 - 5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 2 Revised 1/17/03 • PRODUCT AND INSTALLATION DETAILS GARCIA RESIDENCE 640 Ocean Blvd. Product: Heartland Building Products' Woodhaven hidden vent vinyl Soffit, and PVC coated aluminum fascia, all attached with stainless steel fasteners. Installation: A 3 /4" vinyl channel (receiver) is attached to the side of the building using stainless steel fasteners every 12 -15 ". The vinyl Soffit is cut to length, inserted into the receiver and then nailed to the bottom of the fascia board. Aluminum coil is then put on a brake and formed into an "L" shape, fitted over the wood fascia and capping the open end of the Soffit. It is then nailed every 18-24" through the bottom of the fascia board. CITY Of ATLANTIC BEACH J I t- - ;QOM :AMERICAN WHOLESALE FAX NO. :904 519 1301 Jul. 21 2003 04:07PM P1 Jul-21 -2003 02:03pm From - HEARTLAND CUSTOMER SERVICE 662T21Z1B4 T - 6T0 P 001/001 F -?04 1oducf'SpecIficati�n Shee 44 /4/ 3 /1 . 471‘ ..M w ANM dataatiaiai Binding Protium. ........ All , alter tblytthr $n4 3014 Vin,* S„gng. Sorbr qw Acv:c+.onua ::� 1 ! `�. te r.... . Mu ,l ctutrw by lra,ru.n4 m odes Om eactwwo forma,- pan Altai navc i r Ibllerwu.a pO9rR"ar. oast Ipe‘iGwNOf•: - .•�_ i TH I'. KNl5SS: - _ �S SIDINGS - 4rtor ' " :' Dv .042* w,••• w.,n.n 1/10 14 -n.w, 044 .(146• `1 r+ Ok r ,,,,, clslrta + •O42' t ::; /Ml E „ ..x,,„,. .....• •wo ..•1 .... 046 y ; :, : .,......... . Avta t,wU .t H .444' .050 x.•Ir:=4. .040* EPA IoM i Q'Eif"" r� .U44' t 11 r- i. tft"w.. 1 l i 1 . .048' . F • .y Ismaid 042 .044 A, I. 044* ""r " fre. ( 002) SWAM WWI Tit ; ', RASULTS: 1f t t .- „ 11111141A Resistance (AS7M 4220) > 60 in. r 1b. - .040 Ne; :Alive Wind Load (ASTM 5206) - . 55.5 PSP Sppc� :,i ; Itc G (Du ravi rotti ty . ct . ct 0) . ..... ... .1 fl8 a Tot : Strength (p, . . 7260 `�,r, _,,y� 1LF. � Q 040 Mc .: ulus of Elasticity i n Tension (psi) . 376.718 i., U,,..•w„n.( a...s. LIECT ( .002) 1zo i Impact (ft- 1bs.An. notch) 32.5 tri 23'C *ssr ,moo ;1.5 tie 4`t: He. , i]eflection . . . . . . . .) 6 4 F , ... 164°F 0 2tw psi t - F) •v st�ppp ,ptcd rrtltMla , -- NatA%ill Ca diciest of Expansion (lnJln ° F ) . .. . 3 12 a 10 Ccn.Tod Pena..w Lang Wit p e1 /8• P.dadet•rta•.t.hwl PNave. Vet u 1 Soffit Standard. _ . . . . Aerated D0.13 29 Sq In./Sq. Ft A b ' (the frcc Open Area) Holden Vent.? 40 In ASy. F. Center - Vent T4..5.24 Sq.1nJSq. Ft 06.98 .Full Venn D5w4.41 sq. rnJtq_ R. '1Li t inny/mg fur hazard classification Is established by UAaerwriter4 laborttoncs tor the product to comparison with red oak Al 100 and ash . WS- cernem boig4 err 0: Fla le Spited • - - - .. 25 Eta I i ontnbuted . . . _ 0 Sn . d.e Density Developed . ... •500 All Ain. soffit and arir soncs manufactured by Heattlaad have a Class A in roan% NOW on ASTM 684 test results. All Ming, 4oflit and acCesiones manufaCtuKO hr Hcarflwt0 meet specifications to accordance with ASTM 0-635 Arid ASTM 8110 -1$ ten ' :anion of a fire endurance raring of 1 hour. lmporl$nt: Nirc Safety Infomtanul - Whoa ngrd vinyl siding is exposed to signtllcant he er flame, the vinyl will soften, tag, melt. or bun, and may thereby expose mttlonal underneath. Can roust be exercised when sek : ling underlaying materials because many anderlaytnem maref .0 ate made from organic rnaartati that tie combustible. You should asc• rum the Arc ptupertiey of undetlaymant materials prior w imaalla ton. All N:dra a materials should be installed in accordance with lob. I. nate an federal building cone and fire tegulauout. All 1 sattltltal siding. sOf'fit and isiv:eisoncs art cummitrcd by the maker to be superior products in both performance and weather rest ,nee. All products are exmided flat and formed Immediately after estrustoo to insure a uniform prodtwt lie; : !land Building Products, Inc products feature a low gloss natural patina finish ana are not patnrea. so them is no paint to wear or chic tiff. All l a•xh+.1s manufa turcd by Heartland Nu.Id,ng l'tOduets, btu . meet or exceed standards set by H -U 0 , R O.C..A , S. C C I , 1 C B 0 and 3 1 alandarde let by Amencan Society for Testing and MattliiltiAgiii)ampwitatia4 HEARTLAND BUILDING PRODUCTS. INC. www.ht:ardnadsiding.cOm Ma lark Place • P0. flox 880 • Bouocville. Mississippi 311829 • 062 -728 -6261 • FAX- 662•7211-2194 or _ — - - N Cada* t9- 12-9li3OD Ram dcd 3,03 BUILDING, PLANNING ZONING INSPECTION DEPARTMENT CITY OFATLA NITIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 8-'1-02- Building Contractor CC...e -� ` ��C. Building Permit Number: D-- / '� Address: 1 / > / • Legal Description: Improvements to the above described property have been completed in accordance with the terms of the permit and is certifies ready for occupancy as �. to be di4/2 y,C? c.77 a/i-7-Le__Z Lowest Floor Elevation: 8, 5 x. 9 2, required as built . BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire A/ j4 Public Works P lanning roi,ruiike,c_ J &uilding .S- L -C) 2 z - ( - 0 _LE2:::- . FLOODPLAIN DEVEL • PMENT INFORMATION Location:: 7o Qe i vi) Type of Development: Flood Zone: Required Lowest Floor Elevation: ?- G-b0v cico wr 6"F If building is located within a flood hazard zone, a survey must be made Rbc� ' e AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25 -7 -11 and a l l other laws o ordinances affecting the proposed d- 1. ► •4e 9 � / Date / Applicant's Signature Department Use: • Required Lowest Floor Elevation eY ,.J As Built Lowest Floor Elevation g , 7 2---- Survey Filed with Building Department w � Building Department Representative 06/23/2003 16:38 9042476515 GEORGEGARCIA PAGE 09 . . • a) 1 .41 Id I 'Il E rt J. (.3 ID cc .. .7.. : 4. .. ... r.; a t Lu i. i. 0 (V Ce e4 I:. ft, 1 I 10 40 t0 40 (.5 4.. 11.1 t- re 1 0 • 1-- r....' 0 0 0 r4 -tt el VD 1 --. . , ..c •- rn 10 w 1■.. 4.1.1 ai /5 o a ir, 0 'LI 0 ci } I 1 10 el CD. 1 ` • i I 0 ID N 42 (1 I-- C) IN N (si — (11 t?, ...I ....• 17,..! .... C.7 - )--. ...... 6 ■•••••• le K2: et , IZ 2f. irsi N 40 •( -- Cy mr nt el 1 1 1 ,;,.. (.3 tr) In rAl e'l 4 Q. 1... a. ex LI Ai ct iu . ..0 a •..., r,, 1- 0 - - ' --k 0 0 .. zrt 0 Q i;... 0 ("‘i (fl 0 :7;; ci m fillli.: e: II, 0 r„Li (4 z 0 . ..-4 (,) el r/ i... 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'4... 1 2 a•ci OF '....411.1 ' dosp:co co ea uric HP OfficeJet K Series K80 Log for Personal Printer /Fax /Copier /Scanner Information Systems 247 -5845 Jun 23 2003 3:27pm Last Transaction Date Time Type Identification Duration Pages Result Jun 23 3:23pm Received 9042476515 3:03 9 OK 4 i k State of Florida • Department of Agriculture and Consumer Services Division of Standards License Number: 00543 : , • Bureau of Liquefied Petroleum Gas Expiration Date: AUGUST 31, 2002 (850) 921 -8001 Date of Issue: SEPTEMBER 01, 2001 POST LICENSE License Fee: $425.00 CONSPICUOUSLY Tallahassee, Florida Type and Class: 0601 Liquefied Petroleum Gas License Category I LP Gas Dealer GOOD FOR ONE LOCATION This license is issued under authority of Section 527.02, Florida Statutes, to: WESTERN NATURAL GAS COMPANY 2960 STRICKLAND ST // JACKSONVILLE, FL 32254 1 s -oasoi CHARLES H. BRONSON COMMISSIONER OF AGRICULTURE • a , ... State of Florida Department of Agriculture and Consumer Services ' 'Ate . Division of Standards sertificate No 13035 art''' " ��_ Et Bureau of Liquefied Petroleum Gas Exam Date: June 13, 2000 t. ?, '4` tt Issue Date: July 27, 2000 �� <. ( 921 - 8001 Expiration Date: July 27, 2003 • °oU Tallahassee, Florida Exam: 0601 MASTER QUALIFIER CERTIFICATE This Certificate is issued under authority of Section 527.02, Florida Statutes, to: J. KENNETH BAKER Valid For WESTERN NATURAL GAS WESTEN NATUL GA COMPANY 2960 STRICKLAND ST JACKSONVILLE, FL 32254 BOB CRAWFORD COMMISSIONER OF AGRICULTURE ` Y . � ,Y \ , i . \ ,`,4, Y y1 � 4 d bnes t . , :, , • V , yV V h. Y ZY 1 '� Yy,l y? S ,1 y�• fit\ h� ` • • • • r 1. CERT/FICATE OF EXAMINATION BUREAU OF LP GAS INSPECTIONS ,. This Is to certify that ■ a 1 J. KENNETH BAKER has passed a competency examination administered by this office, thereby satisfying the requirements of Chapter 527, Florida Statutes for designation as a QUALIFIER for an LP gas J. company performing the functions of a license category 0 601 �' ! 06/13/00 i 1 V Date of Examination CRAWFORD COMMISSIONER OF AGRICULTURE - THIS IS NOT A LICENSE - • t,: ti y r a THE HOLDER OF THIS CARD IS A DULY CERTIFIED QUALIFIER FOR AN LP GAS LICENSE HOLDER. FOR INFORMATION CONCERNING LP GAS LICENSING, CONTACT THE BUREAU OF LP GAS INSPECTION, 227 N. BRONOUGH STREET, SUITE 7250, TALLAHASSEE, FLORIDA 32301, OR CALL 904/921.8001. DEPARTMENT OF BUILDING I 800 SEMINOLE ROAD — ATLANTIC BEACH, FL 32233 - TEL: 247 -5826 — FAX: 247 -5877 r --- ermit Numbe 23505 Address: 640 OCEAN BOULEVARD Permit Type: WELL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Logs): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: ': OWNER INFORMA ON . Date Issued: 2/21/2002 Name: GEORGE & MARAGRET GARCIA�______ Total Fees: 10.00 Address: 640 OCEAN BLVD. Amount Paid: 10.00 ATLANTIC BEACH, FL 32233 Date Paid: 2/21/2002 Phone: (000)000 -0000 Work Desc: SHALLOW WELL FOR IR � TRACT • w 4 , PL A . O S : .r L.N. WILLIAMS . R xr l 10.00 � ex � r yH S �„ .. '� �'*a &3' eF��y.. Y"' e"m .+ y Wa` -,-, Y .....,,,,,,,k;*„....- ,, �i`l S 4 YF + ,- .,� 4,.a}`''t` 1 J t ,"'S . V, ,'2r ax R "'.. -c am -, � ' --.k� st,;, S +� i t tH ter � ak. �}3 �4'� fn i 't w N � i ti. � �h.�a °r y J3 4 l ' d "4i- V...., -.70 ,M A "q - v 3 t '� a �z � � i � �� i ��.iFi� ^�t�' ��'� �� . #�. e. WL� .�.� }t,:.k'�d e,.� # # !Fe'" _ + \r A �`'� rte cac, r -- �.£ 4 t `. ten ,, <.;,.z.x: . 4: t , i r. { u°�"+ . � Y ' t +: 9Y.a —_, Y i+^ 4-" , 74 , =,..<:- - � l� ,✓� .rid y NOTICE NS 4 ii r .._ .,,r'...!' �� 2 :HOU 1' ' T I I ! "' CTlON q, . 'Y b BUILDING MATERIAL a +'; S THIS - MUS N ## �I BIJC SPACE, AND • MUST BE CLEARED U ° �, s AY BY EITHER CONTRACTOR OR 0 "FAILURE TO COMPL . ,- ' C t 3N L1 IN THE PROPERTY OWNER PA '' m .� : s i . ' . _.: - ISSUED ACCORDING TO APPRO .- ' T d AND SUBJECT TO.REVOCATION % FOR VIOLATION OF APPLICABLE PR O . - v Oper. DSMITH. Type: OC Drawer: 1 Date: 2122/82 81 Receipt no: 36929 14 PERMITS - BUILDING 1 $18.88 ATLANTIC BEACH BUILDI DEPT. Trans nusber: 798724 i CA CASH $18.:' Trans date: 2/22/82 Time: 11:87:17 PAID FFE $10.no FEB 2002 APPLICATION FOR WELL PERMIT CK# �� 1 c� / / CITY OF ATLANTIC BEACH PROPER,T Tlame : E% .Q p e l Day Phone Address : 0 G� a , „e;., Zip APPLICANT, IF OTHER THAN OWNER • Name: A - / . � /'t Day Phor c/7 ^ Address: / 0 73 a24 c r42' e9,-1( Zip7Z 7 JOB Address or Location: 6' 7 ,cam Legal Description: • • Is well to be used for drinking purposes ? 43> Any person, individual, corporation or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, mast first obtain a bacteriological test report from the State of Florida Health Department, furnishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building department. Department Notes: • I agree to carroly with regulations stated herein: gna tr d Date FAX NO. : 904 247 9241 Nov. 30 2001 01:52 PM P1 A .4eit "TTY. f'ne lus�aF NIM POC1A` POINT ∎.* C Z 3Z- -1 Book 10266 Page 1858 /UT(.7 1-m tic It P • z z (0,6 flotiee of Commencement c aH su►ue..e ieeti ? To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 719.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Descr iption of prn perkT Lo i 8 cCt cD '44 !+� v , w N r, Pa e: a 1 858 13 200rj ed 2:40:50 pN 5 c r tLERKUIr COURT General description of improvements nt� S W V COUNTY COPY ARISt-Fiffib- (00 - - - ---- — CERTIFY i.o0 ftErOROT - S O - . Owner K�[ >t RE t � A (�v�rt�a•�S Address __- Z: v1.s, ST A- r - t-Nta RC 6..'AC.Ia FLA. S - 4-1 - • Owner's interest in site of the improvement EC s ' M P • Fee Simple Title holder (if other than owner) n ' , Name if U:'13 e J� ,0 q __J v o S • Address _ 2 4 De r0!'" 5 ] Jr 1,3 Contractor _ E at Ali W s + O l�'t cf. ( . (I / Address _ p t_ - ! off- ' 61 t/d — p/LAC. j � Y - I t o "G el, , F J Surety of u19) _ ` t O )3 _ — �J Address _V'12Q r! 't'1 i:• 4 1,G/. tA- y� ) U sa"'� amount of bond $ ,63 045". Name and address of any person making a loan for the construction or he improvements. Name` �T� • Address `[' t Nurse of person within the State of Florida. other Than himself, designated b owner upon whom notices or other documents may be served: � ' n Name [ t ,l t r 4 - Address — L t In addition to himself, owner designates the following person to receive a copy of the Ltenor's Notice as provided in Section 713.006 [2] [b], Florida Statutes. (Fill in at Owner's option). _ Name ' Of ✓!t(r. / /DS tf s �K) t � Address 4 ( 9 ' F/ A 1 J U d p L <J f AT F/ 8-P-4,0 THIS *PACK ION NECOaDES•S USE ONLY Owner Sworn to and subs before me this _ __ 727 � day of • _ ' _ �� JEANETTE M. DEAN ' ✓, . Notary Public - SfofeofFlooSda � _ £�! b I .. --- �_----_ -� -- My Commission Expires Jon 23, 2002 t Netaty�tiblie Commission R CC704182 0 • MAP SHOWING BOUNDARY SURVEY OF LOT 3, BLOCK 17, ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: STEVEN R. GEUTHER OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY PATTERSON, BOND AND LATSHAW, P.A. GEORGE AND MARGARET GARCIA REr - - I M J1( D li b , 7 1 t) 7TH STREET (40.0' RIGHT OF WAY) FOUND 1/2" IRON PIPE 3 . NO IDENTIFICATION LOT 4 W.._ N BLOCK 17 N J 0 <° Lt .9 Wm s o 0 W x 115.00' (PLAT) - "WITNESS REBAR NESS 6702" N 80'08'00" E 114.99' (MEASURED) 1^ 1.06' WITNESS CORNER SET 1/2" REBAR _ CC �0.9' • . • STAMPED "ACM LB 5702" J f .. .• ,• f I •56.3' ' 26.0' Q d Q o • "' x/ LOT 3• • • 1� M v > >^ z • °o b f , BLOCK 17• : = . oo .w_I 3 01 o a � J x 0 • • 13.3 . 6.1' p w a LOT 44 `r TWO STORY w = - O O ix o m o • 3 6.0' FRAME °o wa � N n ( \/7 POSTED # 640 Sa ST S - w E Z ° o �` Q x N ' 4.0 -•• ' ' F INISHED FL OOR ELEVATION = Q FRAME i • P7 n w 0 m + 102.22 ASSUMED ELEVATION O ill 0 p GARAGE o o Q 0 ,� 0 V AIR - Q 4.0' CONDITIONER ^ � 13.4' P O x 5.1' �- - / `2j' PAD 25.0' 26.2' • v 17.3' O Z •-0.7. '6 .i n -� ?_. d O O� 1 Y Y Y Y MY Y Y X V) X X 0.2\ N g S 8013'00" W 115.27' (MEASURED) o 1/2" IRON PIPE NO IDENTIFICATION 2Li x 115.00' (PLAT) x .W z0 LOT 2 �= BLOCK 17 i 4 NOTES: ACCEPTED BY: LEGEND: — x — = FENCE O = CONCRETE . NOTES: ASSUMED S 10"00'00" E REVISIONS 1. BEARINGS ARE BASED ON THE BEARING OF ALONG THE EASTERLY BOUNDARY LINE OF SUBJECT PARCEL. DATE DESCRIPTION 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE X , AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP DATED APRIL 17, 1989, COMMUNITY NUMBER 120075, PANEL ___0_091a. . 3. THIS SURVEY REFLECTS ALL EASEMENTS & RIGHTS OF WAY AS PER RECORDED PLAT & /OR TITLE COMMITMENT IF SUPPLIED. UNLESS OTHERWISE STATED. NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED. 4. THIS SURVEY NOT VALID WITHOUT THE EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. JOB # 16812 I DATE OF FIELD SURVEY: 02 -25 -02 DATE OF ISSUE : 02- 2 -02 I SCALE: 1" = 20' CERTIFICATE �p�„ ' 2522 Ook Street 1 HEREBY CERTIFY THAT THIS SURVEY OP,5 MARK UNDER MY RESPONSIBLE CHARGE OM-1w Jacksonville, Florida 32204 AND MEETS THE M IMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA 111 i�= (Phone) 904 - 389 - 5989 BOARD OF PRO ONAL SURVEYORS A MAPPERS w CHAPTER 61617 -6. FLORIDA �_ (Fox) 904 - 389 - 6175 ADMINISTR • it • %DE, PURSUANT T iO4 2.072, FLORIDA STATUTES. S UDVEJIIIG Inc MICHAEL ..4 LO LICENSED BUSINESS # 6702 REGISTERED SURVEYOR AND M 4879 STATE OF FLORIDA LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL: 247-5826 - FAX: 247 -5877 m77- PERMIT- JNFQRMATION ` >, -_._ Le ATIO 'I . e ' TION _ ,_] Permit Number: 23512 Address: 640 OCEAN BOULEVARD Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision Est. Value: Parcel Number: _., Improv. Cost: IW 1f R I RMA '1 1N ' �� Date Issued: 2/21 /2002 Name: GEORGE & MARAGRET GARCIA Total Fees: 25.00 Address: 640 OCEAN BLVD. Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 _______] Date Paid: 2/21/2002 Phone: (000)000 - 0000 Work no it. 90 GAL LP .. , , , ,,,,,,,, ....7lik°„t...47. .1` .4 . WESTERN NATURAL GAS p R I _ 25 00 � rt a� h <., , 1 �,r ;#€ ' ` fix 4 L '? �° ST ;;,2p 3 1 't.- , ro J � k �� nr;.. 1 } c nF. '•_,,- ' .., i ---- 'SFap� ` �"'�l. T `s' ' �r i ,n `�t r „ ` .ra �i,,kt,,I wE� a� ,`,.; � `' a re 7 1 h,. -t : �'= ..‘ it ' y Q� s .` �` ,. , .AL, s2 , a '` -. . a + r i4 �� a ,,G r � �,^4� �"� ♦ 4s�+ �" n '3�,{' - F � � �`' .� �` _ __ a r ',,9 to r ans R +. :i Y' '' + c — ,w.,R''si ' *J. 4 # ,' ` ' .ir. . E K '/ ryB ! 4" � . S `a.t y c��,fi ,'e,� * I y Ads'? b ' - ff ht ?-., 1 ,, `.• , w ° 1" ! .. ra t, _, a . x 44,:rt -Algt t` tat ;,k 4 ;� iT4v '-y.s : ^ : , ' � NOTICE , N S. C ' '� � r ' tz, 0, STS 4 m: -PR x' TO IF S . , CTION R a � � . i s r k. t BUILDING MATERIAL: UBS V THI ORK ST NO T > C BLIC SPACE, AND MUST BE CLEARED.U. ' m HA 4 � WAY BY EITHERrCON OR `O R .. FAILURE TO COMPL T: 4 ,:l.. CT'LON LIEi ; ' .'P N RES T IN THE PROPERTY OWNER PA ' :4,-..',, .'. 4� . '' - .4,.r� �' « . } :W.?. . ISSUED ACCORDING TO APPROV r' - N rt t T AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROV ' r-:*: .,, ,—�., c Gper: DSMITH Type: DC Drawer: 1 *' �` Date; 2/22/82 81 Receipt no: 36925 '', ( C � ` � ' ' ' L , ' - 14 PERMITS— BUILDING 1 $25.88 AT BEACH BUILDING DEPT. Trans number: 79$721 CA CASH $25.88 Trans date: 2/22/82 Time: 11 :85:84 • • BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC •cACN, n.ORIOA JAS.]] APPLICATION "_OR MECHANICAL PERMIT CALL•INNUMBEA IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. / �/ . LQ ATION s,—, A.,,„•..., (0 / O c64 , I.1•n.diwq Sln. hr 6•f...• (? • 7 . OF IUIIDING Awd S II. IDENTIFICATION — To be completed by all applicants In d. ce..id.r. fl a< p..,wil q:.•w Nu o. Gq rh• .6.1 as •.(1h fha .I 16. pi ens and .p.cilfu l(aw which p.,.r 1h • •b... 16......... ..• h•• e! goad.pr•ctica U , fh•.. w. ••• •.d in •<c o.d•. ...ills Ih .6T •y.•• to parlor.. .•Id .wi Iw •ecerd•w< • all. e! 6.16...{1. o.dhuc.. end d.wd.rd• a.l...t•. (Priwfl f�1� FS T�/fW A14-774e4 1... --9,r c N...• •! Cr-- $ [JfA . ProrrPr O..•r 6 E - ale l* C24ic/4 �c-D w A.Ih..lx.d Aq•wl / s:gw.f..r. .f � f► ,�, M<hil.ef v ew glw..r - MAnort A. Typo o/ 1w.t101 h•it 8 • YG. 0.chi< 17 OTHL C:01437111./C710/1 IIEINGCON(011 THIS IUILOIHG OR SITE 7_ V�.!• ❑ 6.•' Q V ❑ N•f.rea ❑ Central UIg11 1:1 Oil IF YE3, GIVE NUM11E7 0 C�NSTNUCTION ❑ OR.... Specify PEA/41T 2 f-_! � (e9 V. wl�AHlc j Will/114M TC IlaNNsTALLE0 _ �� NA RE OF WORK (P...id. e•mpl.f• II.t a( ce.wpow.wh ., 16.4 al till* form( . Residential or ❑ Commercial . AI ❑' H••t ❑ Sp.c. ❑ tlrew•..d ❑ C•whal O Row V Nar Building , ❑ Air G.....416..641 ❑ Ewen. 7 C.w ' O Existing Building tact S yh•wt I +.; jhick r. �� ❑ fleplaesm. I al salelinq ayelem D • • M• ' 1i '"'^ Cel"'K''' .- ----.- elm 2" N. �.r:alallaltan (No •ylem prevloua•y In0lallad; ❑ Eatenolon or add -on to aalaling •yt.m ❑ 1.01.4.r...$... • ❑ Co.li.q taw•r; C.p«i1y _- t ❑ Oth.r 3p.ally ❑ R dw►r 14.....h." « .h.. of hda • . .. 964.1964.1661. 14.....h." 0 EI...•.. Q M.wllf ❑ E•e..(•f (a...l r) ❑ . O <..U.. p•.waa (....6<.( THIS 9PArCy b( OPwCi Vsi ONl7 .L7.• rewl. (mowi.r( - ( dI . • • Um..4m ❑ LPG e.ah4..�_(w.,.1.•r( • ❑ Baikal Pra•.•1. +..w . ❑ 1.11..• P.nw/1 Apa....d key 13 1.0 ❑ o, - -Sp.df P.nait [ . LINT ALL SQVIPS4ENT • AIX CONDCIIONINC AND REFRIGERATION EQUIPMENT e Maribor Udta _ a S �"or7ptlaa xodal Number xaa.Xaata•]ar ( . 11•1111:1C1111/41 leaR - 111Miiimposi i . `` __ M __ r l� . t1EAI1N0 • FURNACES, BOILERS, PTAP.PL>,Q3 _ - - - --- - _._ "cumber lta t... srfpt.im xod.1 Numbs x.aat e .. aoxrr (�U� . Mato TANKS Now )(any I sag fccidcal mad. llama K Serial Approv {„ '�iH L RUI4 1 � Coe ••• aatar•r ^i — ( 5 ,' 1/i .:%_: No iv CITY OF ATLANTIC BEACH < APPLICATION FOR FENCE PERMIT Owners &oieG r iSliss. Phone eV? - SX 8 Z- Address .jig d° OCitviN I, LvD. Lot 3 Block andlor Unit* SubdivisionA_______. Contractor if Different From Owner ( 1 Valuation of Fence ap5...Q....01_-5-L Corner or InteriorLot / r o It Type of Construction /iii i 0 . r Attach Survey Showing location and height of fence as well as location of streaks). R prriti I : n e., ' 4 : t° i4Aa. 1‘.°W /2 C.' 4 6 ahe -/ • 13:, . , .. Owners Signature .../ A ---4 4 r Alritra r A -..i -0 #.: iftwr • F Contractors Signature ■4 / \ 58 BUILDERS Ju1 =19 -01 05.11€ ACM SUR. (YIN;; 1 .. 1 994 389 8:75 P_01 t..... MAP SHOWING BOUNDARY SURVEY OF ,0I JO OCK 7, ATLANTIC BEACH AS Ft EC.OROLD IN PIAI BOOK 5, PAGE fi3, OF TI If CURRENT I'Uk3LIC Kt CUR[10 of DUVAL COUNTY, I. OItIDA CERTIFIED T0: STEVEN k. GE11011.K 010 RFI'UtiLIC NATIONAL TIT: h INSIJRANCF COMPAN-Y (58' BUILDERS OATTCf.'`;0N, tl0N0 ANT` Lt IS F'. A. i ATLANTIC BEACH, FL 32233 I f i Co GDY' 7TH STREET E 7 (A . )D RCM' (11 WAY) I /2 l s �fa __- I ■DEtw.C.uOX � 1 `"' � IT 9 _ Nvo1W o> mc)E6 .D C 7 C.A C C"' E 114.99' (MEASURED) 03 to 1.1 p �� w — E c .— C an " P., a 0 O E a•` C a s 7. to 000co I, M 80'08 sE, t ii) o ' r C c o g E- :�. 7 st6wr[ :c )uz' 4 ') g C O � r' � NL. d o m . $CEO. . -.vl1 a r - D - - I w 0 g EL c. :'r� IOI I . . " , >' ' O C 1P47:2"9'" : 0W 3 N E 131 OCK I i 1' v >... i ' q u � IL O ca I 6 0. ( Q u a (5 : C,� w TWO SIUky _I s 0 0] ° s C ? O m W c_ E �N V ( Al , , . ._ F &AM£ In ¢ - a 8 0 ,) ° ° 0 _ d c • CA11 ?0.5TCO # 860 • Ind o I • O E — C 10. m IQ IIWM0A 00 I .wU1E0 00 6EVAn0N • 102 2J • ° a O) a } Q ,r) I 1 A. (10/1,44 © LU O O. _ t C U .!° _� ,Nn STN.. Q O V a• d �¢} C 1 C. +4,49CRED .74.. .a 0 Q A r N •O E6 1= m � ( � ` � L' ] L� .. ice 16 l 1 411 ° . S 50 W 115.27' (MEASURED) n o 00II I/1 N in m 1/1- B unX :t •' Nt•T) 1.-t 4 .et BLOCK 11 -z • ? VA L- o rb i-kE.Re N Ly (o - ! J I t : LLGEND __ 1 �J _ x _ _ rENCE � � t C7 = CUNGRE TE — NDTES ~ . 84991945 Alit 6AyCO UN iw AAC_.'',-'''' U : 10'00'00" r - 'R'EVISIONS 1 _ __ _ CCARINi� 01 7.L303 174E CASTt KLY BOUNDARY LINE 'l1 '.UB:LLI . ARCCI DAP' DFSCRIr 1138 2 BY O'RAPIAC 10DTTIND ()N, 111 (:AI' - ( NED LANDS IIF *110101 06000 00141 Y AS SHOWN ON THE NA 10NA1 (1 1NSURA..11'I 0166 1167( APRIL 11 0969, Crlw0UNrtV 61,01110.9 r2 e,7.5- PANII __ QQ(IL ' A 1 3 Tiny, 1.384(0 6(11075 611 16.1.■667 y 6:101 11; U1 WAY 05 0011 0103103(1) PLAT * /0.2 11111 COwMlo 1rNT It NOt LXV:E50 01 1WI E in.,E1 NO 021169 1119E 0000 MN TUN HAS BEEN PrIilONNED BY TFIr ■11.0E9 A loo SURVEY NOT VALID *10 )(i0 TI., IM8000(D SEAL nr 174E 1:4979 - 9■9C 53$9(7749. eri -----] ,J08. 15082 I UATF Of HELD SURVEY: 07 - 14 ° 01 DAIL Uf ISSUC : 01 -19 01 CAI L. 1" - 21Y — CEGTIfIC.A , I�� v 2522 Out 51r991 - 1 11111.X0 CER1r0 TN Ar MS SUNVEY WAS MAP; ImIRtR M, - AL1"..AM1.1. CHARGE t,. 1 •�� _ JO[N400vi11•, I W( iO4 32206 AND NEF rS ...mum ...mum IE0.INIE.L SIANDAkOi 5 `,4 Eli 11.E £6011 OA arA I (01,...1 906 -399 -4989 130m10 r • P00 ROgrr L 1uN16rMXS AND uMPF s IN CIAPT 1 6161. 11.00106 , .'111 �'b u R ' ANT .0 if Cl .72 012. .10X106 1, _- jfa) 904 8175 � 1 � -., '' 1 7u ... - — - 17 1 1 v L 11 1 1 11 f 1 1 1. MICHAEL J. AI 1 U I I=�. is P'! -a.s„ I ItrNSLU 8`38(55 / (.70? 9EOIST11110 SU994 ANO MM!VEk / .879 SIAT6 Or FLORIDA - LAND SURVEYS •O CONSTRUCTION SURVEYS 0 SUBDIVISIONS ,/ 0 �1 -t_, CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL: 247 -5826 - FAX: 247 -5877 PERMIT INFORMATION 1 , INFORMATION 1 Permit Number: 22611 I Address: 640 OCEAN BOULEVARD 1 Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 9/05/2001 Name: GEORGE & MARAGRET GARCIA Total Fees: 47.00 Address: 640 OCEAN BLVD. Amount Paid: 47.00 ATLANTIC BEACH, FL 32233 Date Paid: 9/04/2001 Phone: j000)000 -0000 Work Desc: INSTALL HVAC _ CONTRACTOR(S) APPLICA flON FEES • PERMIT °: 4 47.00 kr ^. ri W I - a Yp 'f 9a1 ti ,y,, t t x'U t L . a I Qrs�rm� " max e- — — FINA . r .� • - -, t , Y Y NOTICE,- INSPECTI S " ,,. T BE RE-G PSTE -AT LEAST 24 HOURS PR TO INSPECTION I BUILDING MATERPA r�, RUBBISF :1�1S PROM THIS WORK MUST NOT BE P CED IN PUBLIC SPACE, AND ` MUST BE CLEARED U AND HAAWAY BY EITHER CONTRACTOR OR 0 : ' R "FAILURE TO COMPLY WITH TH STRUCTION LIEN AN RESULT IN THE PROPERTY OWNER PA NG TFE Ll��; YE NTS " ,: ISSUED ACCORDING TO APPRO PIA S WI CH i� R i1/ P F :v PEW AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRbS , m' %Ir 1 $47.88 14 ATLANTIC BEACH BUILDING DEPT. Date: 9/85/81 81 Receipt: 9886216 CHECKS '2166] 88188883221888 • • BUILDING AND ZONING INSPECTION DIVISION • CITY OF ATLANTIC BEACH ATLANTIC REACH. PLORIaA ]aa]! APPLICATION FOR MECHANICAL PERMIT CALL•iNNUMOEA IMPORTANT — Applicant ha complete all items in sections I, II, III, and IV. I. ecFO �Ce,vt, c, v (J 04 LOCATION sheet Add.. ..l IUI Gbrudlnq Slr••bl 6. h...1. / R / IUILDING Uhl A•d • �' i• / S.hJi.i.1a. II. IDENTIFICATION — To be completed by all applicants, G coaislw•Kwn ol p. mil slims.. for do:.q II,. ...II •. .d..<rib.d .w b Ih. .., .. .. 11.Iw.w1 . h • .r•bT • I. p..f. d '1. , ....I fn • «1.111.11• oilh Ih• •Il•cbd pi.... , .nd specification. .hick .1.. . .. w a ccord..we ...ih ih. C of gawd,p lid•d Ik.,.l,. • port h •ol .1.d I . y J•ckmn.:A. argil • sod J.nd.rd. M.... .i til..h.wic•I C.14...$. , •� k �'�J (/ �.�j .4.. (print( J "� .e. t 14•••• .i •� hep•ny Owner .. I rR. r Ei • IS S1q...l.r. Owosso, Sign•t•,. or A•lh•riad Aq..l • Archil..* or /Aglo..r II I. C &V ER.AL INFORMATION A. Typo heclte, fuel: g . • • Electric I! OTHER CONSTRUCTION i[1NC OONC OM 7113 7u11.01MO OR 31TL T v�s CI 1.. — ❑ • IP ❑ N.. hold ❑ Centel Utlllty // ❑ CPI If TL3, GI Vti./IIfM 1 spN�Tllll RlaN P CRh1I T TT 9 ❑ OMw — . Specify P IY. MKlA l4CAL ygUlp4a T TC 11 INSTALL S° NA7 WORK ( / •side uw.plw w. le IIA w( 1.pe wh w ., bd e 1.f thl . (..,.( R {dentlsl of 0 Commercial �'` Ns.l ❑ Sp.. ❑ Rs d ' / w.. Q C.n Cl Plow oa •1. N. Building • Ga CowdtI..I..: Q nRs.R Cr" / ❑ E .ling Buil [� 0.ct S1d.... 4c1.riw1•t/ � Icy Th{<yne•c I�p ❑ Replacement al . :isllnp system 1 ..........\ � • M..inepe espcd -1 lY "'^ r1� ❑ N.w In•lsilstlan (No system previously In.I lt.dl • Q R•1riq. ^ .. New .2.3 Q EAt.nsion or .dd-on la .als/lnp system L • ❑ Coolie, *wen Capacity ❑ Other — lP.4fy q-P+• • ❑ Rea .p.l.11.n+ Nr.Rb.r el hrd. Q Gamely Q M•w1Ut Q E.cel•1.. (w eobe.( THIS RAC* FO[ ORICa YU ONL7 ❑ . Gesell.. pen.w. (wewb.r( _ 0, • L.1 ( ( - . , . (w..wb.rh 1.....i• ❑ LPG owei•8.... (we.wb..l ❑ Wined p..r.n ....1 . Q Were Nord App,...d bf O Q 0116nr —.'Specify Permit Caw • , UST AU. gGQSPStENT • AIR WmorrsoMIVG AHD AFPRIGE LATION LQUD'NENT - . McAbee Ualla D earLpt.toa Y[ad.L Number leaaubanhame ('Sb.M1 , J • : :e/. HEATING - pURNACE3, BOILERS, PULP-PLACES N+tob.r Malta D.00rlptlae Model Number YaaulaaOarer (SIZ11 TANKS Mew Many Nceattool �aT 7774 Ly4 Maas. d Serial Appeo.in g Caatai++.d Ya>mtaaha.r Ma. ��mcy • • CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL: 247 -5826 - FAX: 247 -5877 1- 11111 T 11 I RIIAATION , „ - LOCATiON INFORMATION u^Y _ _. 4 Permit Number: 23506 Address: 640 OCEAN BOULEVARD Permit Type: IRRIGATION /SPRINKLER ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: " ° INFO -+ ,0N 11 Date Issued: 2/21/2002 Name: GEORGE & MARAGRET GARCIA Total Fees: 25.00 Address: 640 OCEAN BLVD. Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 2/22/2002 Phone: 000 000 -0000 Work Desc: SPRINKLER SYSTEM _ _ C. . " �. W `' V : ^ is ` 'CATION- 5 " ^ ^ 'i HULIHAN TERRITORY /SCOTT H ' d s' R = 2 `-,* -tom o r If... ' -: ' r . '1,W. ` ;�` ,,,„„..‘...._ :._...._4 ,-...- .,:.:,4_..,..,,F,..,z-,,,A ,,: ,.,.,,,,...:_:,?.!i,,_.:,..,.:,..-_,,,,,„y -,,:-.,._........-.,_--,.„.-,4,5„: r b 45 ,� y { •-•-:-. 4— *''',. '::"'''. ' ...- - \ \ M1 ) r;,- 5 �i ,e? �* °^"�.. . 3s . �r �.t , 'rya 'K..`y3+� 14-4,$-- ` } t m' '0 ' , $ 4 Wes` . . � rd. ; . ^� i '� ?��. ,.. 4 s -�s , 2 ,w "'�' � ': .. : Rp �t :. 'h �� am' J r rw v °`Y2 d in: - i , t a Rig. - t ,*-,, ,t1:44414.1* . 4 4 :`•� '�4� ta .' ' , .'} a +". ate K. q M * '0 *� �. -"�& ' - ,42'.A1151,-:'''',.0 , � "�"„ . mat NOTICE P EC °` .f 7 ' S' . F TO 1N8 CTION BUILDING MATERlAL� '� _ ' C THIS . W .M4J NOT BE ` I: IN 4 BLIC SPACE, AND MUST BE CLEARED .0 , a _ , _ __:1 : I�1f� Y BY EITHER CO C TOR O ' R 4 mac. s w _ " FAILURE TO COMPL f . -" '.� , • 3ON. LIE RES , T IN THE PROPER OWNER PA ' , . - a' - ' ^ :4. , s . ' I , - �, .: ISSUED ACCORDING TO APPROVE • - ` F T AND SUBJECT TO. REVOCATION ' FOR VIOLATION OF APPLICABLE PROV - " ti . ‘ . . Oper: DSMITH Type: OC Drawer: 1 --2 \ Date: 2/26/82 81 Receipt no: 37555 - C a't' 14 •PERMITS 6UILDING 1 f25.08 ATLANTIC BEACH BUILDING DEPT. Trans number: CK CHECKS 3398 $25.09 — Trans date: - 2/26/82 Time: 8:87:48 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING .PERMIT JOB LOCATION: ‘ • D 0 #I 1/ OWNER OF PROPERTY: Ci ' e nc4 14 1. TELEPHONE N0. 2.14e! -J38 2 PLUMBING CONTRACTOR /74444 re".'a . 7 CONTRACTOR'S ADDRESS: /Pr r l t�el e4i 41#i, a Anti' STATE LICENSE NUMBER: ? ? TELEPHONE: "' ror HOW MANY OF THE FOLLOWING FIXTURES RE -PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE -PIPE (LIST FIXTURES BEING REPIPED) OTHER ,QI ekr $ ' TOTAL FIXTURES: 7 O x $3.50 + $15.00 yY } MINIMUM PERMIT FEE - $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: A .•, "L[ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247 -5826 I CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL: 247-5826 - FAX. 247-58T7 '0 Numbei: 2355 - — - Address: 640 ° BMOAUTL°EVNARD 1 ATLANTIC BEACH, FL 32233 ' Permit Type: FENCE Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Parcel Number: 1 lmprov. Cost: 2 500.00 Date Issued: 3/05/2002 Name: GEORGE & MARAGRET GARCIA 1 Total Fees: 10.00 Address: 640 OCEAN BLVD. Amount Paid: 10.00 ATLANTIC BEACH, FL 32233 Phone: (000)000-0000 Date Paid: 3/05/2002 Work Desc: INSTALL PURSUANT TO PLANS WITH NOTATIONS THEREON .::'..--.. -, "1, ' '':--= ,',----- ' .:: 1 -- ....- _ -:,' ." - f - '' . ' : -:::-L) .1. ' ;•''` • 'r ^,),N, ' '7.C. ' ':: ' 1.--'.="t '' '''''t * 7- - ' t % . ' mu c • ~ K�K��U ) "FAILURE "~.�,--' PROPERTY ^ '~--'— • `, '�. SUBJECT TC}REV\JC8|vOm p . :., '„ ^ . FCK�V�JiAJ|owO - ArrL".*�°` z ` ', - � . � .-.=, ^°- .. ' | ` . ` I Oper: ! ITH Typcl 0C Drawer: 2 � Dx te: J/07/02 01 Receipt no: 39729 14 P 1 $10,80 Trx�sueb�r: 7 937 5 CK CHECKS ^ 2988 $10.T.... ____ / [ n _"' `^ ' BEACH - - _ ______ ______. � __----� Trxns da7e: 3407/ Time: 8:13:13 CHRISTOPHER C. KATHE, INC. O CONSULTING STRUCTURAL ENGINEERS ') 440 OSCEOLA AVENUE JACKSONVILLE BEACH, FLORIDA 32250 CHRISTOPHER C. KATHE, P.E. FL P.E. No. 36820 PRESIDENT Office (904) 246 -9427 FAX (904) 246 -6507 July 31, 2001 APPROVED CITY OF ATLANTIC BEACH 58 Builders BUILDING OFFICE 381 Belvedere Street Atlantic Beach, FL 32233 Attn: Steve Geuther By Re: Garcia Residence ---"— G4 C_04-0 %L-v`b Atlantic Beach, Florida - °n '3 4e_t-f- E01 -053 Dear Steve, F �-2- i9 Co The contractor may utilize the all - thread uplift connection system in lieu of some of the light gauge metal connectors specified on structural sheets S -1 and S -2, dated 4/03/01. Uplift connectors from the various truss members, 2x4 outlookers, rafters, ridge beam, floor beams, floor beam support posts, porch framing, front porch joists, garage door headers, and door and window headers shall be installed in accordance with the Uplift Connector Schedule on structural sheet S -2. All- Thread Uplift Connection System The all - thread uplift connection system(ATUC) is composed of one Y2" diameter 36 ksi all- thread rod that runs the full vertical height of the wall, penetrating both the top and bottom plates, and grouted with Simpson Strong -Tie High Strength Epoxy into the slab with 12" embedment. Use a 9/16" drill bit for plate and concrete holes. The top end of the ATUC is bound to the top plate with a 3" square, '/4" thick washer and a nut. The bottom plate is bound to the slab with a 1 '/2" round, 1/8" thick washer and nut. The all- thread may be spliced with a coupler threaded onto the all- thread a minimum distance of ' /2" at each end of the coupler. The coupler shall be rated for allowable tension of 3,200 pounds under wind loading. The locations of ATUC within the above referenced structure shall be as follows: Typical Wall Section 48" o.c. max Minimum Quantity of ATUC Between Corners 2 pcs Along Straight Run of Continuous Bearing Wall Page Two July 31, 2001 Bearing Wall Ends(Not Including Shearwalls) 1pc within 3" of end studs Header Framing 1 each side of opening within 3" of full height studs Bottom Plate Splices Install 'A", 4" embedment Redhead within 12" of splice, each side of splice. ATC may substitute for Redhead. High Uplift Connection Truss "D -1" 1 each side of and within 3" of high uplift truss "D -1" High Uplift Connection Truss "E -1" 1 each side of and within 3" of high uplift truss "E -1" High Uplift Connection Truss "E -4" 1 each side of and within 3" of high uplift truss "E -4" Shearwall All- Thread Connection System The shearwall all- thread uplift connection (SWATC) system. is composed of one 5/8" diameter 36 ksi all- thread rod that runs the full vertical height of the wall, penetrating both the top and bottom plates, and grouted with Simpson Strong -Tie High Strength Epoxy into the slab with 12" embedment. Use a 11/16" drill bit for plate and concrete holes. The top end of the SWATC is bound to the top plate with a 3" square, 1/4" thick washer and a nut. The bottom plate is bound to the slab with a 1 1/2" round, 1/8" thick washer and nut. The all- thread may be spliced with a coupler threaded onto the all- thread a minimum distance of 3/4" at each end of the coupler. The coupler shall be rated for allowable tension of 4,500 pounds under wind loading. The locations of SWATC within the above referenced structure shall be as follows: Shearwall Ends 1 pc within 3" of end studs We recommend the existing installed %2" diameter anchor bolts that are not utilized by the all- thread connection system receive a 2 "x2 "xl /8" plate washer and hex nut at the bottom plate. Maintain a minimum edge distance of 2" from the outside edge of the embedded all- thread rod to the outside face of the 8" cmu stemwall. The top plate shall be free of splits, checks, shakes, and wanes. Maximum distance out of plumb for the all- thread shall be 3" from top of the bottom plate to the top of the top plate. Page Three July 31, 2001 Please contact us at (904) 246 -9427 if you have any questions. Sincere / Christopher C. Kathe, P.E. Enclosure 1 SINIPSCoN St SET AND ET EPDX Sill Plate Shear Loads Request our Anchoring Systems Catalog for complete information. Based on Concrete Strength Epoxy -Tie adhesives are two- component, low odor, 1:1 ratio, 100% solids epoxy -based adhesives for use as a high strength, non - shrink anchor grouting material. Resin and ill Allow. hardener are dispensed and mixed simultaneously through the mixing nozzle. SET meets Stud Bitl Min Edge End Avg• Ult Shear the ASTMC- 881 -90 specification for Type I, II, IV and V, Grade 3, Class B, C and D. Dia Dia Embed Dist Dist Load Load APPLICATION: • Surfaces to receive epoxy must be clean and dry surfaces. 2000 psi • Epoxy should not be installed in or through standing water. Parallel to Plate • The base material temperature must be 40° F or above at the time of installation. 4 1 6 8000 2000 For best results, material should be 70° - 80° F at the time of application. 5 : �� 5 WARM 8000 2000 • Cartridges should not be immersed in water to facilitate warming. To warm cold o Perpendicular to Plate material, the cartridges should be stored in a warm, uniformly heated area or �� 4 lirillffn 2240 560 storage container for a sufficient time to allow epoxy to warm completely. 5 : MI 5 MEM 2360 590 • Mixed material in the nozzle will harden in 7 to 10 minutes at a temperature of 1.The allowable load for the connector will be the lesser 40° F or above. INSTALLATION: • Drill hole to specified diameter and depth. of the wood bearing capacity or concrete strength. • Remove dust from hole with oil - free compressed air. 1y _,, i 6" or e ° �� Clean with nylon brush and blow out remaining dust. Dust left in hole will reduce epoxy's holding capacity. Tension Loads for Threaded Rod Anchors in • Dispense a bead of Epoxy -Tie off to the side to check • Concrete Foundation Stemwall Installation 5• i for proper mixture, shown by a uniform gray color before using. Fill hole halfway, starting from the Stud Drill Min wail Mi n Min wit T nisi n • • • • 1 i : ':• bo of the hole to avoid air pockets. Withdraw Dia Bit Embed Thick- Edge End Tension Yc z 2000 psi o nozzle as hole fills up. Dia ness Dist Di Load (100) 1 (133) o .i • •' 6 • Anchors must be clean and oil free. Insert anchor, SET o turning slowly until anchor hits the bottom of the % % 10 6 1% 5 23000 5750 7665 ° • hole. Do not disturb while setting. '/e 1 15 8 1% 5 33600 8400 1 1200 Edge `' • ° ° o .- CODES: • ICBO No ER 5279 (SET); ER 4945 (ET). ET and end ' °•. t' 3i; % 91/2 6 13%, 5 10720 2680 3565 distances 5%, 9; 12 6 1% 5 16160 4040 5375 for threaded rod in Cure Time 7 , 1 12% 8 1% 5 17000 4250 5650 1 15 8 1% 5 23340 5835 7760 concrete stem 40 °F 60 °F 80'F 100 ° F corner installation SET 72 hrs 24 hrs 20 hrs 16 hrs ET 72 hrs 24 hrs 24 hrs 12 hrs Loads in Solid Concrete 111L Tension Load Based on Bond Strength Load Based on Steel - _ .. f l Rod Di Drill Bit Embed Edge f'c>2000 psi concrete ET Strength A307 (SAE 1018) Shear Tension Spacing In. Dia. Depth i le D �� I in. In. st. Ultimate Allowable Ultimate Allowable Allowable Allowable lbs. lbs. lbs. lbs. lbs. lbs. i f L ,,, 13/4 1900 475 O 3/8 1/2 21/2 61/8 51/4 — 1365 — — — 2105 31/2 10200 2550 8776 2195 1085 : , 21/8 7216 1805 1/2 5/8 3 1/2 7 1/2 6 3/8 — 3500 3750 4 1/4 17700 4425 15368 3480 1930 Z :i. i 21/2 6780 1695 g ' __, 5/8 3/4 31/2 8 3/4 71/2 — 3690 — — — 5875 22 & 56 oz 22 & 56 oz 41/4 — 5185 Z ET SET 5 26700 6680 22876 5720 3025 cc 3 3/8 15456 3865 g • o 41 /2 — 6085 _ i i 3/4 7/8 5 3/4 12 101/8 — 8550 — — 8460 N St 61/4 — 9540 6 3/4 42100 10525 35460 8865 4360 m 3 7/8 19120 4780 0. E S lf PSO J . 5 — 6960 — — — o la.�,.,"� 7/8 1 61/4 13 5/8 11 5/8 — 9380 11500 S DM 10840 ' 7 3/4 49160 12290 43596 10900 5925 41/2 20076 5020 L) 5 3/4 — 7795 v t 1 1 1/8 7 15 3/4 131/2 — 10570 15025 - 8 — 12795 , 9 60060 15015 47332 11835 7740 tot ....r/i SET 1. Allowable loads are based on a safety factor of 4. SET 1.7 oz 2. Allowable load is the lesser of the load based on bond strength or steel strength. 10 oz. 3. Allowable loads can be increased 33% for earthquake or wind loading, no further increase allowed. 4. The anchors cannot be used to resist pullout forces in overhead and wall installations, unless proper consideration is given to fire conditions. 26 CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEERS 440 OSCEOLA AVENUE JACKSONVILLE BEACH, FLORIDA 32250 CHRISTOPHER C. KATHE, P.E. FL P.E. No. 36820 PRESIDENT Office (904) 246 -9427 FAX (904) 246 -6507 July 31, 2001 58 Builders 381 Belvedere Street Atlantic Beach, FL 32233 Attn: Steve Geuther Re: Garcia Residence °° ( 1© c E t.3 31. c�- Atlantic Beach, Florida ° E01 -053 [au '} F 90Id O JNIG Dear Steve, HOH38 81101IV JO 1113 03AOaddb The contractor may utilize the all- thread uplift connection system in lieu of some of the light gauge metal connectors specified on structural sheets S -1 and S -2, dated 4/03/01. Uplift connectors from the various truss members, 2x4 outlookers, rafters, ridge beam, floor beams, floor beam support posts, porch framing, front porch joists, garage door headers, and door and window headers shall be installed in accordance with the Uplift Connector Schedule on structural sheet S -2. All- Thread Uplift Connection System The all - thread uplift connection system(ATUC) is composed of one I /2" diameter 36 ksi all- thread rod that runs the full vertical height of the wall, penetrating both the top and bottom plates, and grouted with Simpson Strong -Tie High Strength Epoxy into the slab with 12" embedment. Use a 9/16" drill bit for plate and concrete holes. The top end of the ATUC is bound to the top plate with a 3" square, 1 /4" thick washer and a nut. The bottom plate is bound to the slab with a 1 I/2" round, 1/8" thick washer and nut. The all - thread may be spliced with a coupler threaded onto the all - thread a minimum distance of %2" at each end of the coupler. The coupler shall be rated for allowable tension of 3,200 pounds under wind loading. The locations of ATUC within the above referenced structure shall be as follows: Typical Wall Section 48" o.c. max Minimum Quantity of ATUC Between Corners 2 pcs Along Straight Run of Continuous Bearing Wall Page Two July 31, 2001 Bearing Wall Ends(Not Including Shearwalls) 1pc within 3" of end studs Header Framing 1 each side of opening within 3" of full height studs Bottom Plate Splices Install %2 ", 4" embedment Redhead within 12" of splice, each side of splice. ATC may substitute for Redhead. High Uplift Connection Truss "D -1" 1 each side of and within 3" of high uplift truss "D -1" High Uplift Connection Truss "E -1" 1 each side of and within 3" of high uplift truss "E -1" High Uplift Connection Truss "E -4" 1 each side of and within 3" of high uplift truss "E-4" Shearwall All- Thread Connection System The shearwall all- thread uplift connection (SWATC) system. is composed of one 5/8" diameter 36 ksi all- thread rod that runs the full vertical height of the wall, penetrating both the top and bottom plates, and grouted with Simpson Strong -Tie High Strength Epoxy into the slab with 12" embedment. Use a 11/16" drill bit for plate and concrete holes. The top end of the SWATC is bound to the top plate with a 3" square, 'A" thick washer and a nut. The bottom plate is bound to the slab with a 1 %2" round, 1/8" thick washer and nut. The all- thread may be spliced with a coupler threaded onto the all - thread a minimum distance of 3/4" at each end of the coupler. The coupler shall be rated for allowable tension of 4,500 pounds under wind loading. The locations of SWATC within the above referenced structure shall be as follows: Shearwall Ends 1pc within 3" of end studs We recommend the existing installed 1 /2" diameter anchor bolts that are not utilized by the all - thread connection system receive a 2 "x2 "xl /8" plate washer and hex nut at the bottom plate. Maintain a minimum edge distance of 2" from the outside edge of the embedded all- thread rod to the outside face of the 8" cmu stemwall. The top plate shall be free of splits, checks, shakes, and wanes. Maximum distance out of plumb for the all- thread shall be 3" from top of the bottom plate to the top of the top plate. Page Three July 31, 2001 Please contact us at (904) 246-9427 if you have any questions. Sincerely G Christopher C. Kathe, P.E. Enclosure C___ C thila SIMPSON SET A "D ET HIGH STRENGTH EPDXY Sill Plate Shear Loads Request our Anchoring Systems Catalog for complete information. Based on Concrete Strength Epoxy -Tie adhesives are two component, low odor, 1:1 ratio, 100% solids epoxy -based adhesives for use as a high strength, non - shrink anchor grouting material. Resin and Drill Allow. hardener are dispensed and mixed simultaneously through the mixing nozzle. SET meets Stud Min Edge End Bit Mi Al l' VII Shear the ASTMC 881 90 specification for Type I, II, IV and V, Grade 3, Class B, C and D. Dia Dia Embed Dist Dist Shear Load APPLICATION: • Surfaces to receive epoxy must be clean and dry surfaces. Load f'c >_ 2000 ∎si • Epoxy should not be installed in or through standing water. Parallel to Plate • The base material temperature must be 40° F or above at the time of installation. � MIMI! ��M 8000 2000 For best results, material should be 70° - 80° F at the time of application. 8000 2000 • Cartridges should not be immersed in water to facilitate warming. To warm cold o Perpendicular to Plate material, the cartridges should be stored in a warm, uniformly heated area or a MOM 4 R � 2240 560 storage container for a sufficient time to allow epoxy to warm completely. a • 2360 590 • Mixed material in the nozzle will harden in 7 to 10 minutes at a temperature of 1.The allowable load for the connector will be the lesser 40° F or above INSTALLATION: • hole to specified diameter and depth. of the wood bearing capacity or concrete strength. • Remove dust from hole with oil -free compressed air. -• 1 yei.-/ 6_or s �/ Clean with nylon brush and blow out remaining dust. Dust h o l e Tension Loads for Threaded Rod Anchors in • • D bead of ( Epoxy- Tie to he side to check Concrete Foundation Stemwall Installation — . . for proper mixture, shown by a uniform gray color Drill Min Avg allowable y ; 1 ' .. ' before using. Fill hole halfway, starting from the Stud Min Wall Edg Enid Ult Tension Load bottom of the hole to avoid air pockets. Withdraw Dia Bit Embed Thick- Tension rc >_2000 si o Dia nesa Dist Dist p nozzle as hole fills up. SET Load (100) I (133) o . , b • • Anchors must be clean and oil free. Insert anchor, 10 s 1 5 23000 5750 5 0 turning slowly until anchor hits the bottom of the 1 15 8 1 5 33600 5450 1 7665 Edge ° ° hole. Do not disturb while setting. ET 8 e ' ° o CODES: • ICBO No ER 5279 (SET); ER 4945 (ET). and end ` ■ " ° • " r ' % 9 % 6 1%, 5 10720 2680 3565 distances 3; 12 6 13/, % 5 16160 4040 5375 1 12 8 1 5 17000 4250 5650 for threaded rod in Cure Time % 1 1 234 8 1 5 23340 5835 7760 concrete stemwall — — corner installation 40 °F 60 °F 80'F 100 °F SET 72 hrs 24 hrs 20 hrs 16 hrs Loads in Solid Concrete ET 72 hrs 24 hrs 24 hrs 12 hrs Tension Load Based on Bond Strength Load Based on Steel ilL Bit Embed Spac fc>2000 psi concrete Stren th A307 SAE 1018) .� Rod Dia. Ed g In Di a. D epth Dist. SET ET Shear Tension In. in. tn ' In. Ultimate Allowable Ultimate Allowable Allowable Allowable t -i lbs. lbs. lbs. lbs. lbs. lbs. 1 3/4 1900 475 =.. 3/8 1/2 21/2 61/8 51/4 — 1365 2105 3 1/2 10200 2550 8776 2195 1085 21/8 7216 1805 1/2 5/8 2 3/4 71/2 6 3/8 2 575 31/2 3500 3750 . 00 4425 15368 3480 1930 z 41/4 � 21/2 6780 1695 a ~w- ' : 5/8 3/4 31 /2 8 3/4 71 /2 — 3690 — — — 1 22 &56 oz 22 &56 oz 4 1/4 — 5185 5875 z ET SET 5 26700 6680 22876 5720 3025 cc 3 3/8 15456 3865 Z 41 /2 6085 a 3/4 7/8 5 3/4 12 101/8 — 8550 — 8460 F et 61/4 — 9540 6 3/4 42100 10525 35460 8865 4360 Li ,: 3 7/8 19120 4780 '°"" ! ®.en..amrei 5 — 6960 0 — — SET PA f ...................... 7/8 1 61/4 13 5/8 11 5/8 — 9380 11500 0 10840 c 7 3/4 60 12290 43596 10900 5925 re 41/2 20076 5020 - 5 3/4 — 7795 _ 1 1 1/8 7 15 3/4 131/2 — 10570 15025 ,. _ , • 8 — 12795 9 60060 15015 47332 11835 7740 ` ....r � SET 1. Allowable loads are based on a safety factor of 4. SET PACT° 1.7 Oz 2. Allowable load is the lesser of the load based on bond strength or steel strength. 10 oz. 3. Allowable loads can be increased 33% for earthquake or wind loading, no further increase allowed. 4. The anchors cannot be used to resist pullout forces in overhead and wall installations, unless proper consideration is given to fire conditions. 26 CITY OF ATLANTIC OF BUILDING BEACH DEPARTMENT 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247 -5826 - Fax: 247 -5877 ELECTRICAL PERAddress: MIT y ... , ,.., y , . ;. .. t .; � - a 4 0 � e O CE AN Na B Permit Number: 22212 ATLANTIC BEACH, FL 32233 Permit Type: ELECTRICAL Townshi Range: Book: Class of Work: TEMPORARY POLE P: Lot(s): Block: Section: Proposed Use: SINGLE FAMILY Subdivision: Parcel Number: Est. Value: ()WPM � 1 . I Date Cost: me: GEORGE & MARAGRET G Square Feet: Date Issued: 6/21/2001 Address: 640 CEAN BLVD. O Total Fees: 25.00 Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/21/2001 Phone: (000)000 -0000 Work Desc: TEMP POLE :: °1 , 25.00 ALPHA ELECTRIC OF PONTE VEDI RAtIT °. E my 3� 'S? km 5 «s # x n i .awl" w-3� m � �.� �� £ten � ,, y ��, h NOTICE - II '• _ �l�T • BE REQUESTED AT LEAST 24 HOURS P ° a p e R TO INSPECTION BUILDING MATERIAL` RUBBISH a 1 BRIS FR THIS WORK M UST NOT BE P .. CED IN P LIC SPACE, AND MUST BE CLEARED U ' AND HAU . I AW BY EITHER CO OR O R "FAILURE TO CO 7,,,,,IT7 T • NST TION LIEN AN RES IN THE i ° . F : `s. E E1 PROPERTY OWNER PA I S ISSUED ACCORDING TO APPR L a S CH 'R T F � AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABL PRO NS , JUN 2 1 2001 Crj#a0 / 1 ) t 7 s25.118 14 Date: 6/21/8 81 Receipt: 8867431 ATLAN IC B H BUILDING DEPT. CASH 881883221888 1 T CITY OF ATLANTIC BEACH 1 DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247 -5826 - Fax: 247 -5877 ELECTRICAL PERMIT PERMIT INFORMATION I!N A d -- LOCATION INFORMATION dress: 640 OCEAN BOULEVARD � Pe m Number: 22212 ATLANTIC BEACH, FL 32233 Permit Type: ELECTRICAL Lot(s): Range: Book: Township: Class of Work: TEMPORARY POLE : Block: Section: Proposed Use: SINGLE FAMILY Subdivision: Est. Value: Square Feet: Parcel Number: E Improv. Cost: O> NER. 114r-Of tMA ION ___.._ Date Issued: 6/21/2001 Name: GEORGE & MARAGRET GARCIA Total Fees: 25.00 Address: 640 OCEAN BLVD. Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/2112001 - Phone: (000)000 -0000 Work Desc: TEMP POLE FEES CONTRACTOR . ` 25.00 ALPHA ELECTRIC OF PONTE VEDRA PERMIT 4: se.. ak ;"s i # W r a, NOTICE - INSPECTIONS M ,A T BE REQUESTED AT LEAST 24 HOURS__ TO INSPECTION BUILDING MATERIAL_RUBBISH ,. DEBRIS FROM THIS WORK MUST NOT BE P. GED IN P SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR 011 R "FAILURE TO COMPLY , WITH T � . NSTRUCTION LIEN AN RESU,'T IN THE PROPERTY OWNER PAYING . , FAI NTS : V L P,Ri 2TT TO AND SUBJECT TO REVOCATION ISSUED ACCORDING TO APPROS HC H R� FOR VIOLATION OF APPLICABLE PRO Q IS eF W. .. ,».« "* / -, p f ... `_ i 125.88 14 ATLAN IC B 1. H BUILDING DEPT. Date: 6/21/81 81 Receipt: 8867431 - - --------/ — - - - -- — — _ — - CASH : 188883221888 ' 1 ' 13 t6 )111 IE r 1 144, — / III d L i 0 t 9(, CITY OF ATLANTIC BEACH, FLORIDA a 1 9 ?GUI App....by 1 APPLICATION FOR ELECTRICAL PERMIT C 7 :,... TO THE CHIEF ELECTRICAL INSPECTOR: DATE: C, l / IMPORTANT NOTICE: (' ;,I,.d.""tilfgArtla;CtleiOUTICICg'11 IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. / / ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN , NAME (3.Ar Lit/ ,--' i li A j A ADDRESS: 6-,_, ,., RFD BOX BLDG. SIZE BETWEEN: RES. ( 1 AFT. ( 1 COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW 1 1 OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( D SIGNS ( ) SO. FT. SERVICE: NEW 1 / INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE .',2...,. AMPS COPPERY).- ALUM. ( I SWITCH OR BREAKER /1 AMPS / PH i W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZ SO LIGHTING OUTLETS CONCEALED k OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL ..- 0-90 AMPS. 31-100 AMPS. 141;0 SWITCHES INCANDESCENT ,.....4.' P FLUORESCENT & M. V. FIXED 0.100 AMPS. OVER APPLIANCES I BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0-1 I OVER MOTORS I.. 1 VOLTAGE PHS NO, 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA ' NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHE EACH SIGN ■ r _., _ . FORWARDED $ TOTAL FEES j — T Y L AT BEACH G D AT T OF BUILDIN 800 Seminole Road - Atlantic Beach, FL 32233 -Tel: 247 -5826 -Fax: 247 -5877 L _____ PLUMBING PERMIT PEIIIAIT 1Nt]RM1C111I . LC)#3► I tI FORIA"tpN Permit Number: 22205 Address 640 OCE BOULEVARD Permit Type: PLUMBING ATLANTIC BE FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Numbe f Improv. Cost: OWNER INFO MA N Date Issued: 6/20/2001 Name: GEORGE & MARAGRET GAR—CIA- Total Fees: 81.50 Address: 64 OCEAN 00 BLVD. Amount Paid: 81.50 ATLANTIC BEACH, FL 32233 Date Paid: 6/20/200IXTURES 1 Phone: (000) -0000 Work Desc: NEW F CCN�Cc() ,. 10. P P LICATEON 1* lS NELSON PLUMBING CO. INC. PERI111tT 81.50 P:.sY 3. > � 1 'f. � #i G R ,. ` } s � ,-s+.. ' 5 1 kS�7 S X91 ' . � , sa k � �, � �" . � i x. � N NOTICE - I N SPECTIONS T SE REQ UESTE D A LEA 24 HOURS PfOR TO 71014 SPECTION _1 v BUILDING MATERIAL RUB BISH , D DEBRIS FROM�T WORK MUST T BE PL C IN PUBLIC E OWNER SPACE, AND MUST BE CL I AND HAULED AW BY EITH ONTRACTf R OR - - -._ "FAILURE TO C WITH C N T W IC R ULT IN THE PROPERTY OWNER PAYING TWIC t U7 1 (1 P1 0 , �1 { " ISSUED ACCORDING TO APPROVED PL H A P }F 1 ERMiT AND SUBJECT TO REVOCATION FOR VIOLATIO OF AP PLICABLE PROVISIONS"^' °� _ " $81.58.14 AT N TlC B ' CH BUILDING DEPT. CHECKS 6/21/81 81 Receipt: 086736 • u Y , CITY OF ATLANTIC BEACH Pr APPLICATION FOR PLUMBING PERMIT z JUN 1 JOB LOCATION: .‘�/�� "�/ / di¢ , a OWNER OF PROPERTY: c ( TELEPHONE NO. 4/) PLUMBING CONTRACTOR /7/6 �� ,� Ii CONTRACTOR' S ADDRESS : jo c9 // ,C) STATE LICENSE NUMBER: /' /-" /)2732f TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED i SINKS ( SHOWERS LAVATORY / WATER HEATERS BATH TUBS ( DISHWASHERS URINALS DISPOSALS CLOSETS l WASHING MACHINE FLOOR DRAINS SHOWER PANS / SEWER / WATER REPIPE OTHER TOTAL FIXTURES: /7 x $3.50 + $15.00 $/, 6 MINIMUM PERMIT FEE - $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: 41IUu4I INSTALLATION OF PLUMBING • • FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247 -5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247 -5834 PROPERTY DESCRIPTION • Lot # 3 , Block # /F ' Section # Subdivision: 4724 77G ,$ei cr Street Name 6�/ �C�( �LV a DESCRIPTION OF WORK or Address: (If in a FLOOD HAZARD Flood Zone: X area complete page 3) Brief Description CousmI Vcrr1. . &Ws) ‘444t r itfr. ucc v/7 Pehtcliact ViM Class of Work: (New/ Remodel /Addition: /YE eoAdrni v crl*,Al ZONING INFORMATION Type of Construction: FRAME Zoning Proposed S t 6L� District: S' 2 Use: F74 1/4y Estimated Value $ 253 (ma y' Exceptions or Variances Materials : 1x4 t ' c , Sec S C+t • l 45' Granted: I�� 9;f: etm+e , ceo44. Solid or Filled Ground:0L43 57104 30 yr 4,111w...+ tt^ Method of Heating: itE4T pus.? OWNER INFORMATION 6&iQPE! T l► � � idfe,'� P e: 2 Property Owner: ( 19.33 82— � /K� C• hone: Mailin Address 35 S_ 7 D ST. ,p(cics Day (LLE 7 4C f/ P4 Zip: 322.5 CONTRACTOR INFORMATION Contractor: 52r e ) O (1> it ..5 `/�C„ • Phone 0 Ozir.ezz3 Mailing Address: S"$D3 C. It, 7 .. D ,S 6i a iv Cave SRditi -1 t t , Fc. Zip: 37.o 4r3 STATE LICENSE NO: c _ C O Q Y / 5 Dateration ///O I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature ,1 1/ DATE ,3---/if--0/ 400! / Contractor Signature : .iii0 DATE 5 SWORN 0 AND SUBSCRIBED BEFOR5 ME^ D/ BY t THIS /4 DAY OF , / , NOTARY PUBLIC ' °+i• AMAR & GANDHI 1:,7 ,.. ' '.;z MY COMMISSION # CC 954741 . Bonded ThrU EXPIRES: u aoaic Und� nt.rs v G O V s7' \ o o c O J e � ° �� y yQ y O Q v k • 4. O ? �� v • ) 1 G \ ` S <C o 0 O �J V ° .c° y � �¢ V o S� Q i 4 ji G 14 1 , , .... c (., 0 e* 0, Q �� 0y P 7 ° G G , �� ail O m� Soo o ` o .5 .. J , - m co Q o c Qy ° \y yQy CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL: 247 -5826 - FAX: 247 -5877 Permit Number: 19858 _.:. S t ,k 4. o .9 . , ,: x s a a £ate s + 5 T Address: 640 OCEA N BOULEVARD Permit Type: DEMOLITION ATLANTIC BEACH, FL 32233 Class of Work: REMOVAL Proposed Use: SINGLE FAMILY Township: Range: Book: Square Feet: Lot(s):3 Block: 17 Section: Est. Value: Subdivision: ATLANTIC BEACH Parcel Number: Improv. Cost: t Date Issued: 4/07/2000 Name: STEVEN R. GEUTHER Total Fees: 100.00 Address: 697 BEACH AVENUE Amount Paid: 100.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 4/07/2000 Phone: (904)993 -2708 Work Desc: DEMOLITION OF 2-CAR BLOCK GARAGE CLEARING DEBRIS 1 TY OWNER PROPERTY .� PERMIT 100.00 ` K*. `.�'rS k �h o . uh Via_-. x tt�X". Ya k° ,;ivfx" ac A � ' ,+u ,� - w .! X 44: a 4 ,� r ' w' '4' �' `'" �a}`r s ';"•'- .W ��g,�'.�. §�' �,M.. �, ... ... .,, ,.. m�'t � k 5 .� ar ; a te' ,. .�...,ila.A,' . _.., ... �4xa:'fu,u.'F. .a �rt,L#�y +��" ;sr�4, :': u��``5 Ar. NOTICE INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 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O H X M = LTJ CO 00X' -0 O °o0000000000000000O n :0 . 3•-•0 [� Z t'l '.1 -a w V V: : t V.t et .1 .1 .!.t :1 .1 et V.t N,2 .t . .n.. 2 CI) \ gC F. m �' ..N C7 4') O C Co a y x a _ x m o c� 0 z A Ir m 0') y > O y O / ' °° G 7 r v i i 1 \ t r \ r A CO N N N 'P W N 2 "" z. a 2 ^' 2 2 , -- a _ m .'C z �. `3 " N I opooc n co m m - om I o n a y \ CYI Z n z AA V tZI.tal V 11vAAAAA 11v A m y ° a s ioM :U CO a 9 n • m z r o c o x ° (Z r y c.7 co m H o C° U7 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING p� 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL: 247-5826 - FAX: 247 -5877 --- I _ PERMIT .INFORMATION . LOCATION INPORMATI( e rmit Number: 22054 Address: 640 OCEAN BOULE Permit Type: BUILDING ATLANTIC BEACH, FL 233° Class of Work: FOUNDATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: section. Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: : . MINER I IFOR t. Date Issued: 5/30 /2001 Name: GEORGE & MARAGRET GARCIA Total Fees: 25.00 Address: 640 OCEAN BLVD. Amount Paid: ATLANTIC BEACH, FL 32 ;33 Date Paid: 5/30/2001 Phone: (000)000 -0000 Work Desc: FOUNDATION ONLY CONTRA R S) PL ICA11014 FED — I STEVEN R. GEUTHER . PERI111 25.00 . elite - x .. . UNDER SLAB P � LUMBING , # �sa0 'I +air . SLAB NOTICE = INSPECTI • .. UST BE REQUESTED AT LEAST 24 HOURS PROR TO INSPECTION BUILDING MATERIAL,`RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE.ILACED IN ROBLIC SPACE, AND MUST BE CLEARED UPAND HAULED AWAY BY EITHER CONTRACTOR OR • . r" ER "FAILURE TO COMPLY W . ITH T C NStRUCTION MPt CAN RESULT IN THE i PROPERTY OWNER PAYING CEOOI$II'C.a ISSUED ACCORDING TO APPROVE `A.AN HI 'AR ` T. P ?F S PERtlIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIblis”or,' LA1 .,. - I /7 , , - ... , AT A NTI EACH BUILDING DEPT. 125.88 14 Date: 6/81/81 81 Receipt; 881768 t ILLIS 1963 88188883221888 Fj 711 4 07 mor (Z � / 0 -11 °/ .L30.O.L gV75` F3CIALEVEIDDOIT WOLT cTSh7 CURIUM DATTOLQTa 1 7VNL 1 0 - ) 1- 9 / H011OX SNOLL23(1Sla . 1 / y 11.III17T3a 7TOINYHDHAT /0 - 11- 0/ )0 I 1, '/ 0) '61.1 H9gOX SMOLT-37(1W Q�f71 /� 2°1' - z / twmacr 7T'JIbt.L7r'13 C 4 0 // wv JO .do aLVDMIL1W - z © h �' 9P 11Q ILll g 7VNL NOLLVIB.SII / 0 I 1- 0 l all ZIIAOOi/ 7ZLMFI .WV HLT o,)4. ErrIS IQ ki 91LLOO.1 :SMOLLJaasnI 1 V1 e 1 n ZLVQ C110 1I area b 1 .2NOHd3 TL.Z - &-9U 210.LDT1LINOD )1kLnc 1 xxoAf 3 LU P ' 01.-)0 ss gor Nay 05 02 08 :14a f1CII SURVEYING 904 389 - 6175 p.1 MAP SHOWING BOUNDARY SURVEY OF LUT 3. BLOCK 1/. ATLANTIC BEACH AS RC CORDED IN PLAT 1.300K ':+, r'AGI 69, OF THE CURRENT PUBLIC RECORDS OF OUVAL COUNTY, 1 LORIOA. R r �1, ,� CERTWtII>'7( >, a ;) CIFOR( it : AND MARGAKET GARCIAANI)'TI :VIiNR (i1 ?iJT}ILR "ry M PIi0I'I.ES I " COMMUNITY BANK 01,1) W'sP(JUiJC NATIONAI. TITLE INSURANCE COMPANY f f L pA'P1'I NRSUN,110NI) & 1.ATSIIAw. I'.A. r 1 X1'1) 1 J , f C ?) Atl i"1.1-: C:? :; ";) , 1...,...i....j,i;... 1-.-,,,j 4....1_;:;1; 7TH STREET +/? WON r mE wunn ( 40o. RIGHT Of WAY) .. . - -- ..._5 Nn NLMAWYAIWN e LOT 4 OLOCK 1/ ^• p.; -e .�? 1 115.011' (PLAT) •. 5li M uT lrr RceAR N 80'08'00" E 114.99' (MEASURED) iz" Aram/ . JTAM04R * f5iTLO 4 4 2 ' 14MV111 - Af.M , li lag( S..'� .. l.OT3... � ^ w' I r 'n • -81 OCR 17• • d v ' 4' 1 TWO STORY 0 ' * N m , V. _ _ FRAM I: � r � ' 2 IUT 44 I � � nn POg.TI N 640 �., Er, — Q j : FirriStOat • cD FRAtai. ^ . r r /C2.2i• /3,......-0.:0 (:AHAGE 0 MS o ti:{, `` m., il/•.'[u M1 b 0 _ • • � • - � N CONMTIOMM Q o .. n L . .. ,f.0 74 2 . .7i,-.. zr 1 • v to S 8013 W 115.27 (MEASURED) <L 115 00' (P AT) LOT ' 9 i BLOCK 1/ —.- vn4 uT 0 — - rENCE U CLNCRE TE — _ —.. _._. _ —_ y Kt Mill )14'i NUnrA A$:.IIMI.0 `: 10'000'00 - L MOW, 111 — • 1 OT AKiNCS AM 14A`iC0 ON IHt. - OfAMtNG Or __ . _ _._. _. 1 ASIERLY R4NN0ARY I MNt. Or $UAA C 1 FARM ■ UAT{: DI .' , t':to'VON t n': 541 0YAr ON IHt - .A 0...,'A.. 2. by GRAPHIC 1 1rt RANCf MAT' ONLY rut C I.NOS Lif ) A VA CHIN VNIIN NI LDNE _ I ,t t,.,, rf4.2 NAIIUNAL tL00 RJSU DAM) 19b9. COMMUNITY IM H I II 12007' 1'ANCI .. __UOQ, 1) 3 110;: SURVEY RI ILLCTS All LASEMEN TS .4 Q, 4lTS OP WAY An i'GR Rrr.ONULD PLOT k /OR TIT 1 COMA■TMCNT - Q :U4'PU4O UNLtSt; O0IR'1<MASE STATI U, NO 0114044 TITLE N 144IL:ATION HAS BEEN Pt NI0RMCO II0Y THE UNDI fttl0(NE0 A. 11 ,■RYTY NO1 4AL4O wl(NOUT NU, 4460'.. SEAL 00 IHL CERTSrY1NG SI,RV10044 - !',r AI. 1. - `I) 308 # 16812 1 UATE DI FIELD `SURVEY: 02 -25-01 DA II DI. Is`;UJ : 02.-26 - I32 CFI{ 111ICATf ,itZ \41 2522 0044 Street 4 :440y 0744" nut Ines }4404[ 445 MADE 441040 00 RCTnNNNSL Gu7LI ; Ts Lit (01',',) 0 Fla:do 404 AND m 0 0 M •d41444, , C41.44 44 MAVVCR. f. � . 00 ( 40 44 NOW IRA. (04une) 0 04 -MU 9979 - AOMwr.ltfAll7t 40 4.4 TU •ac ,rx. : r \-4_,, (row) 900. -16179 // suuvruin � r Unc MCNAEI A ' NE015 7AIRVC AND MAP1'i . 4404 STATC 01 r404i0A LterAMU BUSNf ;5 / DM LAND SURVEYS 0 CONSTRUCTION- SURVEYS O SUBDIVISIONS yd Mar 05 02 11155a ACM SURVEYING 904 -389 -6175 p.l MAP SHOWING BOUNDARY SURVEY OF LOT 3, 3l OCK 17, ATI ANTIC BEACH AS RECOIZDLD IN PI A l BOOT! `•), PAGE GO, OF THE CURRENT PU1131.IC RECORD'S OF DUVAI COUNTY, Fl OfilDA. • CERTIFIED TO: STI'VE.N R GC,UTHER O1,D RLI'U8LIC NA I IONAL TITI F INSURANCF" COMPANY I'ATTERSON, BOND AND L-AT HAW, P.A. CI.OFtGE AND MARGARET CAP,C•IA J ' l. 1 1/ . 7TH STREET (40 U' RICHT or WAY) 1 VVNO 1/2" IRON PIPI .... _..- _.. .. ... _.. .. _ -.. r7� NO IULNiirICA VON • LOT 4 n BLOCK 17 K J v A fhm • L., J r 7 , V r u 115.00 (PLA I ) L X iLr 1/2" REOnR N 80'08'00" E 114 (MEASURED) CI "w rNE;S I R F Ya7" SE 1 t/, PI 11A? O 1.0C wITNC;; CORNF'R I , 1 )7nu P(f) "ACM 11 0 /Iii;" F rj; ..". .. • , / . ., . . . . • . '...".- - --- • . ,' ."-."''''', • re ; - • . , . •<) . . ■ + , 0 N •• • . + . - • •• I. •-- / + - '-- .i.2__ .-. -. .. _: • • rA _ ` - ' ' _ ( r W Ii1 1 '4j x • • t , : I LOT 3. .. f, J . • 8 r.a' = I • C. 1, 0 • u o TWO STORY rt 't 'T _ ... to m 0 Ii t .... , ..,. LO L 41 J P . G.U FRAME :; _ cl • ■ " - � I P01 Tl'I) # 64O sTers Lil c x ftl FRAME 4O r•, FWISHET) /I 0014 I1.1.VATION 1 t Tu2.22 A;;uUE6 ELEVATICN O W , '; I GA RAGE.. " - a <, n p 0 -0 .<u. b 0 • • - ,J a AIR t / \ 4 0.. UUNUITIC,N[R C7) 1. 4' r . / 9 0 ;. PAU 97A' - 117.2 0 O I. 7 .. 17 .1 ' 1 - "' I ` Z ... < - - n I 0 1 MIND 11 PON PIPE F. S 80 W 115.27 (MEASURED) " I N n- 9tNnF IG.g;LuN ! II, 0 x 11 5.00 (f LAT) - -4, t 1 W LOT 2 ',:;•c BLOCK 17 t ti r � U 0 •-. { q f. ... ( 0' kl l0 1 I . L . - , :.i it • ■ MS' .._... . . NO ACCh I , l) HY' LEGEND'. -- ... I — x — = FENCE ' (_) c CUNCKETE _._... _. _... i. rirA A SIJMrD S TO L RI' VISION!:, 1. FifNi{NGS AKE BASED ON THE BEARING or _. ... ALONG THE t.ASILKLY BOUNDARY LINE OF' SUOJLC1 PARCEL. 0,47 �' DI '1C10I' 1N 7. HY GRAPHIC PLOTTING ONLY 1r11 CAI'IIONED LANDS LIE WITHIN FIUUU ZONE x A; SHOWN ON THE NATIONAL 1'L,OOF) IN>UKANCE MAP DATED APRII, 1/. 1389, COMMUNITY NUMFIF'li i7U0 /:), PANEL ,. 0001 17 3. THIS S4JRVFY RIFLLCIS ALL EASEMENTS y RICFII1; OF' WAY AS PEP RC'C:ORD4l) PLAT & /OR TITLE COMMITMINI IF SUPPLIED. UNI I.SS OTHERWISE STATED, NO 01Ht.K TITLE VERIFICATION IIAS BEEN PERFORMED co TI II' IJNI)I K`.;IGNLU, 4, THIS SURvrY NOT VALID WITHOUT THE [M1IOSSUU St AL OF THE CFRIIFVING SURVEYOR T .10I3y 16817. I DATE OF I IE LD SURVEY: 07- 7�:, -02 1)A Il. OF ISSUE : 02- ; >_- O ;) _,c:AI 1 I" 7:u ' CER TIF :ATI AIM` 7', 11 L);;k St,rga( ' I Hf WHY CLNTIi.Y THAT THIS SIIRVr Y WADI MAUI. UNUIIi My itl'.SI °f)N'dl;tf f:PAItIA Ja,cksunvlI , F!Oridn 37704 AND MELT; THE MINIM II.L;IINICAL :i TANDARrI' A4 •V I FUN 'II UY TiIF. Ft.r i). (Phony 9 }89 5981 F1uAF<U Ur PI<■I'CJbIONAL iI)RVF'YOR' ANU MAPPER;, IN : ;RAPIER HI <:1/ I,, I LUI <IUA 710 PPP npMINIF,TRATIVF <:00I , PUI<'�UAN1 1(! ',Cr Tlr,•N 4'7. 0/;, H UI<IL , ,,,TA 11JTU, (Fa.) NM- 75 k K tC.STERED SI 'Cl AND MAIalaEY? N 4H70 ';IAI!. OF I•Li;RIDA 1 -Y: LJCEN Cf) F1lJSIFJI SS N 6702 I . ND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS rt ,� CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of ssuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 640 OCEAN BOULEVARD Owner: GEORGE & MARAGRET GARCIA ATLANTIC BEACH, FL 32233 640 OCEAN BLVD. ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22196 Date: 3/06/2002 DON C. FOR , C. . Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the folkming: Address: 6400CEAN BOULEVARD Owner: GEORGE & MARAGRET GARCIA ATLANTIC BEACH, FL 32233 640 OCEAN BLVD. ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22196 Date: 3/06/2002 DON C. FOR a, C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying fyifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating budding construction or use. For the following: Address: 640OCEAN BOULEVARD Owner: GEORGE & MARAGRET GARCIA ATLANTIC BEACH, FL 32233 640 OCEAN BLVD. ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22196 Date: 3/06/2002 DON C. FOR , C. . Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Budding Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 640 OCEAN BOULEVARD Owner: GEORGE & MARAGRET GARCIA ATLANTIC BEACH, FL 32233 640 OCEAN BLVD. ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22196 Date: 3/06/2002 DON C. FOR , C.B.O. Post in a conspicuous space CITY OF 44tic4stic j each - 4to4da Office of Building Official REQUEST FOR INSPECTION Date J' 1-5--0 Permit No. e--/ ) q Time A.M. Received P.M. C 6 ,,,, a 4 , 2 Job Ad ress cality Owner's r , Name .,-/ L ' �— cC Contractor _ . '` ,, BUKDING,� -- h CONCRETE (ELECTRICAL, LUMBING L! ) MECHANICA `...Eramin9-- -� ❑ Footing [1 RaugtrWtFing ❑ ough ❑ .nd. 8,t ----- ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ PrFire Fab Place ❑ READY OR O R INSPECTION Mon. Tues. Thurs. Friday �` ��' Inspection Made A P.M. ) C o g Final In,spectien E�— _..__.. \ Inspector Certificate of Occupancy �� /'.\ Date � a c ( - -Otr - CITY OF ` ' R. r' Qeac 1lmtida �, V , 1 / ' Office of Building Official % i � �� /� �� `� ` � t ` .if REQUEST FOR INSPECTION G , ,� Date 2 r 0 u Permit No. .2 / ! 6 Time A. Received • r 6 C e_e Job Address / L.cality Owner's Name � Contracto / _ ! - 1 P �.u� .,.....�..._....._ , - BUILDING - ` CONCRETE c ELECTRICAL PLUMBING`' MECHANICAL, ''P ramrn ❑ Footing ❑ Roug Wiring ❑ RoUgli' Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole [1 Top Out ❑ ea nT Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ PrFire F lace ❑ READY FOR INSPECTION — �� Mon. 9, Tues. Wed. Thurs. Fri h�f nspectionMade •A -t a k ' . I Inspection Inspector 4V C ertificate ct ccu ❑ Date CITY OF eZ5 -(5-3 3 y4tlaws& Beach- 421ouda Office of Building Official REQUEST FOR INSPECTION cc.,, 2 E Date (� t1 Permit No. L Time e2 V1ii'4 A.M. Received t., P.M. Z qO ar E A-L i Irv[ -4r0- Job Address Locality 6C-C,(--(a'' Owner's �� C- S�� / Name C`)d}4 Contractor i BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ -. • • ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ /bleating Insulation ❑ Lintel ❑ Final ❑ Sewer PrFire Fab Place ❑ READY FOR INSPECTION A.M. Mon. Tues. ed. Thurs. Friday P.M. Inspection Made 1"' \A A.M. P.M. Inspector A Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF /Meat& A0;44-4101414 Office of Building Official A // REQUEST FOR INSPECTION 4 / 0 v Z" q -O / Permit No. Time A.M. , (// Received 6r�i 66.1e � `- '` - i • Job A dre s Ai9! R 2z cality < - Locality / , Owners c 5-g- 0- �`� Name C.k/� Contrac 4 BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL raming ill Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & C i Re Roofing ❑ Slab ❑ Temp Pole ET Top Out ❑ Heating _ Insulation 1 Lintel ❑ Final ❑ Sewer El Pre Fab Place ❑ READY FOR INSPECTION A .M. Mon. Tues. ( Wed. Thurs. Friday to \, 0 A.M. Inspection Made P.M. Final Inspection El Inspector Certificate of Occupancy ❑ Date PAGE 1 )ate: 06/27/2001 MANNING BUILDING SUPPLY LOG #: A0152B TRUSS DIVISION JOB #: JACKSONVILLE fm., alesman: SCOT BURNEY Pitch: /12 Customer: 58 BUILDERS, INC Job Name: GARCIA RESD. rAddress: ieStM11111 Address: c pC(- N 'LV STLANTIC BEACH, FL `Designer: KA ow Left Right ,qty Span O.H. O.H. Description r 1 10' 2' 2' A1GE 1 10' 2' 2' Al PP 1 10' 0' 0' A2 2 13' 2' 2' B1 4 13' 2' 2' B2 8 1' 2' 0' 1' CJ 4L 4R 8 3' 2' 0' 3' CJ 4L 4R 8 5' 2' 0' 5' CJ 4L 4R 2 6'4 "15 2' 0' 6'5" EJ D45 " 4 9'1 "9 2'9 "15 0' 6'5" HJ D45 ** Hardware Roof ** 2 A HUS26* 1 -ply Truss Hanger 9 - Trusses 2 # of Hardware 0 - # of I -Joist 0 - Piggy's 30 - Jacks 0 - # of Beams 0 - # of Rim Board 39 - Total Trusses (58 BUILDERS $0 immaniammempungr APPROVED RAISED 701Z 04 '* 22.113 69 CITY OF ATLANTIC BEACH SEA LS BUILDING OFFICE 6 5 ev 71-Mt try. C ` gm 1 ?-3 sp. r 11 - 2 2 1- 11' 1 10' `:i ft- R1GE _ ri T Al 1 1 1 lir _ 1 R2 1__ I , N 9 r N i -- I--- W MEW 11111 W III to Er co co — a t , _ III 1 1 , !l y . . , .. . . 1 1 0.. 2 2 ' -+ L r- / W N i-- X - • U1 - O O O HZO- 1<00 T1 cn 7 m o - 0 z OC o0 r - o fl c -D Pli 7 / • 7 aoOCni --173Z 33 2 0 0 Xa (I) ' r �- 1 o < < - nDm - <-1 r J O 1) m -I a) CI) m / -I r 0 H C7 Z :Don ae W - 0 m Z1C7 r C N) U) o m c)OmHrcO- N •• 1 -< X r -< U1 - I DJ G) 7U) 0 p m •• -< m— o--1� r. CO • • cn -1 CO 1 1---- -7<) -1 =mzcO 0 U) U) r U cr—Ico u) --I CI) r I C 3) m U)01 --+1-1Z0 CnrOm G - 0m H m-I = ror a) 1--+ O- O1-1 3nc *� z - <zorncn pox N Cr) —o C CI) T TO Z C cn Z m 3r -I -I -I cn pp ril 1 ffIP CD Z Cr) U) N G)� -1 Z Ul 7 m O U") r - O m H 7) 0 - 1 - 0 U) r < C m 0 HARDWARE SCHEDULE NO REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A HUS26 2785 3325 1550 (14)16d (6)10dX1.5 TRUSS 1. " B HUS28 3380 3585 2000 (22)16d (8)10dX1.5 TRUSS C HGUS28 -2 6245 7810 2650 (36)16d (20)10dX1.5 2 PLY TRUSS cn D SUUR 26 800 1000 765 (6)16d (6)10dX1.5 TRUSS ) " ill E SKP268UR * 1640 1800 655 (16)16d (4)10d TRUSS G F SUUR 210 1330 1660 1250 (16)16d (10)10dX1.5 TRUSS = G THJA26 2190 2740 1340 (16)16d (5)10d +(7)10d HP JACK Pm cn H HJC28 * 2740 3425 1840 (20)16d (6)10d +(8)10d HP JACK re I SKH410 UR 1860 2330 1275 (16)16d (10)16d SYS 42 Z J THA422 3630 4145 1550 (22)16d (6)10dX1.5 SYS 42 '® Q K IUT312 1360 (14)10d (2)10dX1.5 I -JOIST Q L MIT316 2400 (12)10dx1.5 (2)10dX1.5 I -JOIST Lu co M SKH312L \R * 2160 2500 1505 (16)16d (10)10dx1.5 I -JOIST N HU11 * 2185 2270 920 (22)16d (6)10dX1.5 1 PLY LVL O HGUS48 5472 6840 5837 (36)16d (24)16d 2 PLY LVL P HGUS412 9535 11335 4780 (56)16d (36)16d 2 PLY LVL r. Q TGHD412L * 8512 10640 8755 (56)16d (36)16d 2 PLY LVL R TGHD412R * 8512 10640 8755 (56)16d (36)16d 2 PLY LVL S HUC412IF 6102 6801 3100 (56)16d (36)16d 2 PLY LVL gm T HGUS5.25 /12 9535 11335 4780 (56)16d (36)16d 3 PLY LVL U HGUS7.25/12 9535 9665 4780 (56)16d (36)16d 4 PLY LVL to UL1 H16S NA NA 1600 (10)10d (2)10d TRUSS p UL2 H16 -2 NA NA 1600 (10)10d (2)10d 2 PLY TRUSS w U MTS12 NA NA 1000 (7)10d EA. SIDE NONE TRUSS z UL4 HTS20 NA NA 1450 (10)10d EA. SIDE NONE 2 PLY TRUSS ow 0 O UL5 MGT NA NA 4200 (22)10d PLUS UL6,UL7 1- UL6 PHD5 NA NA 4500 14 SDS1 /4X3 ADD UL5 a UL7 PHD2 NA NA 3285 10 SDS1 /4X3 ADD UL5 tis = HC HURRICANE TIE NA NA 455 (4)8d (4)8d H25 HURRICANE TIE NA NA 415 (5)8d (5)8d H8 HURRICANE TIE NA NA 745 (5)10dX1.5 (5)8dX1.5 I me Po w• NOTE: ALL UPLIFT CONNECTORS SHALL BE MARK "HC,H2.5,H8" UNLESS NOTED OTHERWISE. * INDICATES SEMCO HARDWARE ALL OTHERS SIMPSON HARDWARE IP r SIMPSON Face Mount Hangers - Plated Truss Products p 1 Doug -Fir Larch /So. Pine Spruce -Pine -Fir . Min. Fasteners Allowable Loads Allowable Loads Model Heel No Height Carrying Carried Uplift Floor Snow Const Uplift 1 Floor Snow Const � HUS26 with Reduced Heel Height Member Member (133) (100) (115) (125) (133) (100) (115) (125) r 31/2 6 -16d 4 -16d 1135 1265 1455 1580 925 1050 1210 1315 1` HUS26 3' /z 10 -16d 4 -16d 1135 1800 2070 2245 925 1510 1735 1890 '•; 4 %6 14 -16d 6 -16d 1550 2565 2950 3205 1390 j 2155 12480 2540 ' Opr p ' Mi Dimensions Fasteners Model ° 1..p-It Pall f p BI i No. Heel Ga W H B Height Carrying Carried r za I rpa r pr r p ll — 9 Member Member r H 1 ,, V rri: Par pi s , 1, M ,g;; 1 -1 ` ` 1, SINGLE 2x SIZES III 111 � , LUS24 2% 1% 3y 1% 4 -10d 2 -10d pr 0 r l' oo LUS26 4y, 18 1 4% ix 4 -10d 4 -10d wy ,6 �' HUS26 4 %6 16 1% 5y 3 14 -16d 6 -16d Typical HUS s ' � ° ° ° 6 ' ,. HGUS26 4% 12 1% 531 5 20 -16d 8 -16d Installation ,., t " . ,, ' ,, . ,s s o °s. lie p HGUS28 5% 12 1% 7X(6 5 36 -16d 10 -16d with Reduced 7 .t. ,; I °° � ° LUS28 43( 18 1�6 6% 1% 6 -10d 4 -10d Heel Hei „' ! ° HUS28 6y — 16 1% 7 3 22 -16d 8 -16d r� " <s LUS210 4% 18 1 N6 713/16 13 8 -10d 4 -10d tom HUS210 8% 16 1% 9 3 30 -16d 10 -16d Model Avg Doug Fir -Larch Allowable Loads Southern Pine Allowable Loads Spruce- Pine -Fir Allowable Loads No. Ult Uplift' Uplift' Floor Snow Const Uplift' Uplift' Floor Snow Const Uplift' Uplift' Floor Snow Const (133) (160) (100) (115) (125) (133) (160) (100) (115) (125) (133) (160) (100) (115) (125) SINGLE 2x SIZES LUS24 3850 465 490 640 735 800 490 490 690 795 865 390 465 540 625 675 LUS26 5167 930 1115 830 955 1040 1010 1165 900 1035 1125 780 935 700 805 875 HUS26 10000 1550 1550 2565 2950 3205 1550 1550 2785 3200 3325 1390 1550 2155 2475 2540 Poo HGUS26 14178 1425 1425 3755 3905 3905 1425 1425 3905 3905 3905 1425 1425 3185 3585 3585 HGUS28 16188 1755 1755 5055 5055 5055 1755 1755 5055 5055 5055 1755 1755 4030 4155 4215 LUS28 6066 930 1115 1055 1210 1320 1010 1165 _ 1140 1310 1425 780 935 890 1025 1115 HUS28 13167 2000 2000 3585 3700 3775 2000 2000 3380 3505 3585 1855 2000 2580 2680 2745 LUS210 7750 930 1115 1275 1470 1595 1010 1165 1380 1590 1725 780 935 1085 1245 1355 HUS210 18833 2845 3000 3775 3920 4020 3000 3000 3585 3745 3850 2320 2780 2745 2870 2955 Min. Dimensions Fasteners Model AV Doug Fir-Larch/Southern Pine Spruce-Pine-Fir PoN 0 Allowable Loads Allowable Loads No. Height Ga W H B Carrying Carried Ult Uplift' Uplift' Floor Snow Const Uplift' Uplift' Floor Snow Const Member Member (133) (160) (100) (115) (125) (133) (160) (100) (115) (125) DOUBLE 2x SIZES Phi LUS24 -2 26/ 18 3y 3y 2 4 -16d 2 -16d 5303 565 565 765 880 960 465 555 640 735 800 LUS26 -2 4 76 18 3% 4% 2 4 -16d 4 -16d 6076 1140 1165 1000 1150 1250 925 1115 820 945 1025 HHUS26 -2 4 34 14 3 3(6 5 3 14 -16d 6 -16d 14667 1550 1550 2580 2965 3225 1395 1550 2165 2490 2710 Z HGUS26 -2 4y 12 3% 53( 4 20 -16d 8 -16d 14667 2000 2000 3755 4320 4695 1865 2000 3185 3660 3980 LUS28 -2 4 5(6 18 3y 7 2 6 -16d 4 -16d 7750 1140 1165 1265 1455 1585 925 1115 1050 1210 1315 o w ` HHUS28 -2 6y 14 3 61/ 3 22 -16d 8 -16d 19850 2000 2000 3885 4465 4855 1860 2000 3275 3765 4095 ' HGUS28 -2 5y 12 3716 7X 4 36 -16d 10 -16d 25180 2650 2650 6245 7185 7810 2330 2650 5335 6070 6150 c" 0 LUS210 -2 6 4 18 3y 9 2 8 -16d 6 -16d 10907 1550 1550 1765 2030 2210 1390 1550 1465 1680 1830 • HHUS210 -2 8% 14 3% 8% 3 30 -16d 10 -16d 22167 2855 3000 5190 5900 5900 2330 2795 4385 4795 4875 a„ HGUS210 -2 7% 12 334 9x 4 46 -16d 12 -16d 28333 3415 3665 7890 8110 8225 2795 3355 6110 6260 6360 TRIPLE 2x SIZES N g HGUS26 -3 4y 112 4131 4y 4 20 -16d 8 -16d 14667 2000 2000 3755 4320 4695 1865 2000 3185 3660 3980 2 ,1N 4 HGUS28 -3 53, 12 41% 7y 4 36 -16d 10 -16d 25180 2650 2650 6245 7185 7810 2330 2650 5335 6135 6665 HGUS210 -3 7 12 413( 9y 4 46 -16d 12 -16d 28333 3415 3665 7890 8665 8665 2795 3355 6745 7755 8430 o HHUS210 -3 8y 14 41x6 9 3 30 -16d 10 -16d 22167 2855 3430 5190 5900 5900 2330 2795 4385 5040 5480 U 0 QUADRUPLE 2x SIZES E, HHUS210 -4 8X, 14 6y 8/ 3 30 -16d 10 -16d � 22167 2855 3430 5190 5900 59001 2330 2795 4385 5040 5480 1. Uplift loads N= have been ,St 4x SIZES increased 33% Ls ▪ LUS46 4% 18 3% 4% 2 4 -16d 4 -16d 6076 1140 1165 1000 1150 1250 925 1115 I 820 945 1025 and 60% for • HGUS46 47 6 12 3% 4% 4 20 -16d 8 -16d 25180 2275 2735 3755 4320 4695 1865 2000 3185 3660 3980 earthquake or P HHUS46 43( 14 3% 5y 3 14 -16d 6 -16d 14667 1550 1550 2580 2965 3225 1395 1550 2165 2490 2710 wind loading with no further LUS48 4% 18 3% 633 2 6 -16d 4 -16d 7750 1140 1165 1265 1455 1585 925 1115 1050 1210 1315 increase allowed. HUS48 6y 14 3 96 7 2 6 -16d 6 -16d 11190 1550 1550 1505 1730 1885 1315 1550 1240 1425 1550 Reduceby33% HHUS48 6y 14 3% 7 3 22 -16d ' 8 -16d 19850 2000 ' 2000 3885 4465 4855 1860 2000 1 3275 3765 4095 and 60% for HGUS48 5% 12 3% 7x 4 36 -16d 10 -16d 25180 2650 2650 6245 7185 7810 2330 2650 5335 6135 6665 normal loading LUS410 6% 18 33( 8%, 2 8 -16d 6 -16d 10906 1550 1550 1765 2030 2210 1390 1550 1465 1680 1830 as in cantilever construction HNUS410 894 14 394 9 3 30-16d l 10-16d 22167 2855 3430 5190 5900 5900 2330 2795 4385 5040 5480 HGUS410 7 74 12 3% 9 4 46 -16d 12 -16d 28333 3415 3665 7890 8665 8665 2795 3355 6745 7110 7210 0 l 1 " HGUS412 9'/ 12 394 107x. 4 56 -16d 14 -16d 35000 3985 4780 9365 10305 10440 3260 3910 7130 7305 7425 HGUS414 11x 12 13% 127/ , 4 66 -16d 16 -16d 35000 4555 5000 10295 10525 10680 3725 4470 7295 7500 7635 101 M o . 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