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1814 Seminole Rd (vault) JOB ADDRFM k)-Ct TYPEWOAXILL F PROPERTYOWNER coNn?A CTOR PERMTAWMBER DATE -EVSPEMONS.' FOon7VG �AB ;=G% G CJV� C MULAITON C 10-7, FEVAL BUILDLVG CERYMC4TE OF OCCUPANCY F.LEC7VC4L PERUM -0,- 3'.Q9, -EVSPEC17ONS ROUGg FIM4L AIIECTAWCAL PEMIMI .MPECrIONS ROUGq c� FPaL AFT-MaING PMUMV /� 9- gcro/ EVZTEMONS JtOUGUUWERW-4B TOPOUT WATERISEVER FP"L NOM. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000606 Date 5/01/08 Property Address . . . . . . 1814 SEMINOLE RD Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc INSTALL 3 FIXTURES ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PHILLIPS i & L SERVICES OF NORTHEAST FL 1814 SEMINOLE ROAD 12301 FORT CAROLINE RD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 642-6695 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 56 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/28/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 56 . 00 56 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 56 . 00 56 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 07- 800 SEMINOLE ROAD,ATLANTIC BEACH,FIL 32233 OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 Al/ BUILDING-DEPT@COAB.US PLUMBING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 12.IS THIS A SUB PERMIT: 13.DATE ONO oa� El YES PERMIT#: ANtic Beach, FL 32233 1 — I PROPERTY OWNER: 4,NAME: 5 ADDRESS IF DIFFERENT FROM JOB ADDRESS 6 PHONE PLUMBING CONTRACTOR: DDRESS.: ME OF�OMPANY: 8.A CT (_�eeul 3��u Ectau� 0� �E, k- IV C, 9.�'T�f F�RlDA�,I�NSE�N 10.0 Lr ONJ� 11.FAX NO 12.EMAIL ADDRESS: 13 OFFICE PZONE 14. J(",�to- M C,�' C 42, Lei S Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months,or if construction or work is suspended or abandoned for a period oq�months at any t ffter work is commenced. CONTRACTORS SIGNATURE. 15,NUMBER OF FIXTURES: 0 NEW 0 RE-PIPE BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS LAUNDRY TRAY OTHER (SPECIFY): SEE BACKIFLOW AND IRRIGATION PROCEDURE SHEET ROOF DRAIN 16.PLUMBING PERMIT FEES: PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES: x $7.00 (PER FIXTURE) + $35.00 COAB FORM BLDG03:REVISED:8/13/2007 k"Vl- SS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032360 Date 2/28/06 Property Address . . . . . . 1814 SEMINOLE RD Tenant nbr, name . . . . . . SCREEN UNDERWALL Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1080 Owner Contractor ------------------------ ------------------------ PHILLIPS, JOHN & BARBARA TROPICAL ENCLOSURES INC. 1814 SEMINOLE ROAD 2072 MAYPORT ROAD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-2298 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 1080 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total 20 . 00 20 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 4�e BUIL01W 6V1h0AL N CITY OF ATLANTIC BEACH Cc: D. Ford t6A BUILDING /ZONING DEPARTMENT (:I,.�Higgin�s 800 Seminole Road -9 Uo—er r 0 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS -pCo _ An _,-4-,Lo L) Permit Application # Ila-N-11 Property Address: 1-4 arvuAL ie� eml Applicant: Project: tiftden)0, t I. This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: U,� Date: Date Contractor Notified: C A CITY OF ATLANTIC BEACH JiB 2 1 2006 BUILDING PERMIT APPLICATION (Alterations& Additions) Date: Job Address: Owner of Property: Te))f tJ 10 JMR aggq Address: I&V If fhprAAA6��1'4; �_ � Telephone: Legal Description: Block Number: Lot Number: Zoning District: Contractor: Zio,,P 5"e S It state License Number: ek e. Contractor Address:_2 0 7 Z- - 0.41 RZ 47 Telephone: _S�wz — 71 Z_fg�" .. , Fax: -0/ 7 Zq Describe proposed use and work to be done.. Present use of land or building(s): Valuation of proposed construction: Dimensions of the added space: e�_10 6,g feet� -fee+- Will this project involve: u Heating& Air- u Plumbing u Electrical Fireplace Conditioning Is approval of Homeowner's Association or other private entity required? --&— if yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, k)r -ihe addi6aa all" 5% �ar or the removal of any trees? XNO. Applicant certifies that no change in site grade, iingwrviwvs area or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building ermit. 9NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will he required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as app[ggn �ate. Incomplete applications may result in delay in issuance of permit STEP 1. Verify zoning designation and proper setbacks for the proposed construction. if you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works is located av 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Revised 8/04 Page 2 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. a, 2. Location of all structures,temporary and permanent including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surf.4ce. 6. Other information as may be appropriate for individual applications. Address and contact information of person to receive all correspondence regarding this application(please print). 076#"t EwAw44"1764c. Name: 2072 Mayport Rd. Mailing Address: At6ntic Bch., FL 32233 Telephone: 2vl—zz Fax: Z/2- 5�f E-Mail: I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not- The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: Date:en>z-r7— AS TO OWNER: Sworn to and subscribed before me this day of 20 0(p. State of Florida,County of Duval "M ft Notary's Signature: ROY ROCKHOLD My COMMISSION#DD 511610 EXPIRES:May 27,2010 Personally known OFF Bor*d Nu BWpt"qemcn r?rProduced identification Type of identification produced Signature of Contractor:c--,;&1Ar_ —Date: 2_9 AS TO CONTRACTOR: Sworn to and subscribed before me this day of 20 0& State of Florida,County of Duval WY P Notary's Signature-204,�� ROY MYCWM0ON#0D51Je10 RrPersonally known e EXPIRES:Afay27,2010 F_� Produced identification "�'-'F FO BM*T1.B.W"6.1. Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 3 Revised 8/04 po 0 CA) K) CA) CA) p co N)N) Z�Z- 0 C)o cj)U)(n mmm mmm C)'3>0 7- 0=J< C-)m c=:) CCU c=D r,rn Cn MAP SHOWING BOUNDARY SURVEY OF LOT 3, BLOCK 1, SELVA MARINA UNIT NO. 9, AS RECORDED IN PLAT BOOK 36, PAGE 20, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: JOHN M. PHiLLIPS BARBARA A. PHILLIPS STEWART TITLE GUARANTY COMPANY RICHARD T. MOREHEAD, P.A. LOT 4 BLOCK 1 N 89'57'19" E 100.00' (PLAT) FOUND 1/2- IRON PIPE N 89*59*37" E 99.62' (MEASURED) FOUND 1/2- IRON PIPE NO IDENTIFICATION NO IDENTIFICATION 0.ot--� in x AAR 4 CONDITIONER PAD WELL z 0 M;- -. =) 25.4! 45.8' Ld cn D F- LLJ En < 0 Lj < 2 0- C� < —LLI < 25.0' 0 Do A OD 0 0 A 4 LOT 26 LOT 3 (n li� i-A POOL BLOCK I BLOCK 1 'i cq Z Li LAJ UJ 10.9, 00, Lx 04 c"I c a'. o i, b I . , C) CA 04 ONE STORY C) MASONRY 00 N V) ... .. POSTED # 1814 ci CA A C'4 z z < 45.8' 25.5' 0.41-d -.TAIL TYPICAL SUPER GUTTER ATTACHMENT SCHEMATIC PLAN AND DETAIL HOST STRUCTURE STRAP LOCATION 3*WIDE STRAP PER 1/4'DIAMETER x 3'LAG ATTACH INTERNALLY WITH(4) SCHEMATIC PLAN SCREWS AT 17 O.C.AND HOST STRUCTURE (3)AT EACH STRAP #10 x 2'SCREWS INTO ////. 2x2x0.l25ANGUE SCREW GROOVES. WITH(4)#10 SCREWS (PRE-ORILL) INTO BEAM AND 2 x 2 BOTH SIDES OF BEAM. SELF-MATING BEAM _0 Z SLOPED OR FLAT 0 BEAM SPACING EQUAL EQUAL I x 2 ALONG SUPER GUTTER 0 BEAM i NTH(2)#10 SCREWS AT SUPER STRAP SPACING SHALL EACH END ATTACHED 0 GUTTER BE V2 T�HE BEAM SPACING INTER-NALL-Y FROM'_ 0 BEAM. 0 RECEIVING CHANNEL WITH(6) PRESSURE TREATED #10 SCREWS INTERNAL AND(6) BLOCKING AT EACH #10 SCREWS EXTERNAL STRAP LOCATION NOTE: SEAL GU17ER WALL AT ALL CONNECTION POINTS. GENERAL NOTES AND DESIGN CRITERIA: I.A SCREEN ENCLOSURE IS DESIGNED TO BE ATTACHED 70 A PERMANENT BASE HOST STRUCTURE OF ADEQUATE STRUCTURAL CAPACITY. 2.THE HOMEOWNERICONTRACTOR SHALL VERIFY THAT THE BASE HOST STRUCTURE IS IN GOOD CONDITION AND OF SUFFICIENT STRrNGTH TO SUPPORT THE PROPOSED ADDITION BY HIRING A QUALIFIED PROFESSIONAL 3.THE HOMEOWNER/CONTRACTOR SHALL HIRE A QUALIFIED PROFESSIONAL TO VERIFY THE CAPACITY OF THE TYPICAL DETAILS, 4. SITE SPECIFIC ENGINEERING IS REQUIRED FOR STRUCTURES GREATER THAN THIRTY FEET,ROOF SPANS GREATER THAN FIFTY FEET,ANWOR CONDITIONS NOT COVERED BY THE SPAN TABLES. 5.THE 2004 FLORIDA BUILDING CODE IS THE BASIS OF DESIGN.WIND LOADING FOR THE SPAN TABLES IS PER CHAPTER 20,TABLE 2002.4, 6. MAXIMUM PURLIN SPACING IS T-0'.FOR SPANS GREATER THAN 37-T,INTERNAL LATERAL BRACING IS REQUIRED FOR STABILITY. 7. MEAN ROOF HEIGHT SHALL BE LESS THAN OR EQUAL TO 30 FEET.THE RIDGE OF THE SCREEN ENCLOSURE SHALL NOT EXCEED THE RIDGE HEIGHT OF THE BASE HOST STRUCTURE. 8. THE EXPOSURE CATEGORY IS PER SITE LOCATION-C FOR STRUCTURES ALONG THE COAST AND B FOR ALL OTHERS. 9.THE BASIC WIND SPEED IS-LESS THAN OR EQUAL TO 150 M.P.H.THE IMPORTANCE FACTOR IS EQUAL TO 0.77. 10.THE SPANS ARE BASED ON AN OPEN BUILD114G ENCLOSURE CLASSIFICATION. 11.THE TYPICAL DETAILS SHOWN ARE INDICATIVE OF A STANDARD INSTALLATION.THE ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THESE TYPICAL DETAILS. ILITY 12.CERTIFICATION EXTENDS ONLY FOR THE TABULATED SPANS OF THE STRUCTURAL SHAPES LISTED,THE ENGINEER OF RECORD SHALL VERIFY ALL OTHER DETAILS INCLUDING OVERALL STAB 13. INTERPOLATION BETWEEN LISTED MEMBER SPACING IS PERMITTED, EXTRAPOLATION BEYOND THE TABULATED SPACING 6 PROHIBITED. 14. FOR GABLE,HIP AND RALF MANSARD ROOFS,AN INCREASE OF 10%IS PERMITTED FOR THE SELF-MATING BEAM TABULATED FLAT ROOF BEAM SPANS.VERIFY MINIMUM POST SIZE ADEQUACY. 15. FOR DOME AND FULL MANSARD ROOFS,AN INCREASE OF 20%IS PERMITTED FOR THE SELF-MATING BEAM TABULATED FLAT ROOF BEAM SPANS.VERIFY MINIMUM POST SIZE ADEQUACY. 16. SPLICES OF SELF-MATING BEAMS ARE ALLOWED BETWEEN THE 114 TO 113 OF THE BEAM SPAN AND SHALL BE STAGGERED EACH SIDE OF THE BEAM. ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 150 M.P.H. 51 9 C6 POST SPACING 4'-0' o" 6'-0' T-0' 8�-O' EXPOSURE CATEGORY B C B C B C B C B C SELF-MATING BEAMS J 2 x 4 x 0.044 x 0.100 12'-10' 10'-8� 1 l'-6' 9'-6" 10'-6' 8'-8' 9'-8' T-6' 2 x 5 x 0.050 x 0.100 15'-1' 12'-6" 13'-6" 1 V-3" 12'-4" 10'-3" 1 V-5" 9'-6" 10'-8" 8'-10' 2 x 6 x 0.050 x 0.120 18'-V 15-1- 16-Z 1 13'-6� 14'-9' 12'-3' 13'-8' 1 l'-4' 12'-9' 101-81 2 x 7 x 0,055 x 0.120 20'-5' 17'-0" 18'-3" 15'-2" 16'-8" 13'-10" 15'-5" 12'-10" 14'-5" 12'-Cr 2 x 8 x 0.072 x 0.224 28'-9- 23'-11' 25'.8� 21'-4' 23'-5" 19'-6" 21'-8" 18'-1" 20'-3" 16'-10' 4 2 x 9 x 0.072 x 0.224 30'-0' 25'-10' 27'.9' 23'-l' 25'-4" 21'-1" 23'-6" 19'-6" 21'-ll* 18'-3' 7 2 x 9 x 0.082 x 0.310 30'.0' 29'-4" 30'-0" 26'-3" 28'-9" 23'-11" 26'-8" 22'-2"_ 24'-11" 20'-9' 2 x 10 x 0.092 x 0.369 30'-0" 30'-0' 30'-0' 30'-0' 30'-O� 27'-10' 30'-0' 25'-9' 29'-(r 24'-1- 09 SNAP EXTRUSIONS - 2 x 2 x 0.044 x 0.044 8'-0" T-0' T-5' 6'-3' 1 6'-I(Y 5'-8p 6'-4' 5'-3" 6-111' 4'-11' 91-11 8'-1" 8'-1 8'-3- 6'-10" T-8" 6'-5' 2 x 3 x 0.045 x 0.045 10'11' Z NOTE:SM DRAWNG 3 OF 4 FOR ALLOWABLE POST SPANS FOR OTHER WIND REGIONS. Izo I PROJECT ADDRESS: PATIO/POOL SCREEN ENCLOSURES DRAWING I OF 5 REVISIONS DRAWNG EFFECTIVE I JANUARY 2005 COUNTY: PERMIT NUMBER: PROJECT DESCRIPTION: OCCUPANCY/USE TYPE: 0 SINGLE FAMILY 1771 MULTI-FAMILY [I INDUSTRIAL 0 COMMERCIAL El OTHER: CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTFI YPICAL BRACING SCHEMATIC DETAILS FOR FULL MANSARD ROOF AND HALF MANSARD ROOF SCREEN ENCLOSURES HOST STRUCTURE ROOF PLAN ROOF PLAN ROOFPLAN ROOF PLAN ATTACHMENT(TYPICAL) VIEW VIEW VIEW VIEW Z :J o IOOF PLAN V_F=J�_ �!—;z W �IEW < < rq7ELLZ Lu> LL> 'w> G I A I x 2 BRACE <;5 YPICAL) FL END WALL Lu ELEVATION END WALL u� ELEVATION END WALL 2 2'V—CE ELEVATION END WALL CHAIR RAIL 2 x BRACE C4 POST (TYPICAL) END WALL FOUNDATIO*N. L ELEVATION (TYPICAL) NOTE: 2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS. ADD(1)K-BRACE OR(i)PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA. rYPICAL BRACING SCHEMATIC DETAIL TYPICAL BRACING SCHEMATIC DETAILS FOR HIP ROOF SCREEN ENCLOSURES -OR L-SHAPED HOST STRUCTURE HOST STRUCTURE HOST STRUCTURE ATTACHMENT(TYPICAL) ATTACHMENT(TYPICAL) URE ROOF PLAN GIRDER ROOF PLAN ROOF OF PLAN V RO VEW_41M VIEW VIEW !BEAM ROOF PLAN ::7 2 2 BRACE 0 U)w 0 , t : P Z VIEW LZ�9 § =) 2 2 BRACE m(ow END WALL ELEVATION N W END WALL END WALL CHAIR RAIL END WALL 7T7 L V ELEVATION ELEVATION POST 2 x 2 BRACE ELEVATION 551�� (TYPICAL) FOUNDATION FOUNDATION (TYPICAL) (TYPICAL) NOTE: 2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMM NOTE:WALL BRACING REQUIRED MEN SCREEN ENCLOSURE ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA EXTENDS MORE THAN 18'-0'FROM THE HOST STRUCTURE. I FLAT ROOF BEAMS WITH WIND SPEED UP TO 150 M.P.H. ALLOWABLE SPANS FOR SCREEN ENCLOSURE BEAM SPACING 6-0" T.0- 81, M BEAM ALLOY SHALL BE 6063-T6. PURLINS,ANGLES AND CHANNELS E 6063-T5.MINIMUM BENDING STRESS=15,000 PSI SELF-MATING BEAMS NESS=0 04 INCHES. 2 x 4 x 0.044 x 0.100 2 x5 x 0.050 x 0.100 20'- .100 .100 2 x 6 x 0-.050 x 0.120 24'-4� IT-2" TYPICAL ALLOWABLE SPAN INCREASES -6- 26-6- 2 22' 0" 20'-6- 2 x 7 x 0.055 x 0.120 28' PERMITTED FOR SELF-MATING BEAMS 2 x 8 x 0,072 x 0.224 38'-6- 34'-6" 31'-5" 29'-V 27'-3� 2 x 9 x 0,072 x 0.224 41'-8� 37'-3' 34'-o" 31'-6- 29'-6" ELEVATION 2x9xO,082 x 0,310 47'-4- 42'-4' 38'-7" 36-9" 33'-5" �j�AN 2 x 10 x 0.092 x 0.369 50'-0" 49'-3' 44'-11" 41'-7" 38'-11" NOTE:SEE DRAWING 4 FOR ALLOWABLE SPANS PER ROOF TYPE. SNAP EXTRUSIONS 8' 2 x 2 x 0.044 x 0,044 10'-1' 2 x 3 x 0.045 x 0.045 13'-1 V 12'-11" 11,-ir il'-v io--_- TYPICAL SELF-MATING BEAM SIDE PLATE CONNECTION DETAIL PATIO/POOL SCREEN ENCLOSURES DRAWING 2 OF 5 PURLIN NOT SHOWN (1)#8 SCREW AT SELF-MATING BEAM 24'0�C.TOP AND BOTTOM REVISIONS 0 0 0 0 0 0 o o o DRAWING EFFECTIVE I JANUARY 2005 0 0 0 0 000 0 0 0 0 w VMIN, 3;gZALUMINUM PLATE 0.125'THICK BOTH SIDES WITH (9)1/4'x 7fir SCREWS INTO EACH MEMBER BEING SPLICED. NOTE: DETAIL APPLIES TO GABLE,HIP,DOME,AND MANSARD CONNECTIONS.PLATE MAY BE INTERNAL OR EXTERNAL.USE 0.125'THlCK PLATE AND(12)114-SCREWS FOR 2 x 9 USE 0.25" THICK PLATE AND(16)1/4'SCREWS FOR 2 x 10, URAL SHAPES LISTED CERTIFICATION EXTENDS ON.LY FOR THE SPAN TABLES SPECIFIED FOR THE STRU .LOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 120 M.P.H. POST SPACING 4'-0' 5'-0' 6'-0" T-0" EXPOSURE CATEGORY B c B C .F-MATING BEAMS 2 x 4 x 0.044 x 0.100 14'-7� 11),-A" is-(r 2 x 5 x 0,050 x:0.100 1 1 97' 1 14'-8' T-4" 13'-1. 112'�-0" 1 181 1�, 12'-5" 2 x 6 x 0.050 x 0,12o 20'.6' 17'-7' -4- 15'-9" 16-9. 5' 15'-6)" 13'-4" 18'-11- 16'-3" 17'-6" 15'-0" 16'- 14'-0" 2 x 7 x 0.055 x 0.12o 23'-2- 19'-10' 20'-8- 17'-T - 21--l' 23'-o" 19,-9" 6'-7' 22'-10' 24'-7 2 x 8 x 0.072 x q0.224 32'-7- 27'-8' 29--V 25--0' 21'-4" x 0 28'-9' 24'-8" 26'-T 22'-10' 24'-11" 2 x 9 x 0.072 x 0,224 35'-3" 30'-3" 31'-6" 27'-0"_ x 0. 1 0 0,-0. 1-T 32'-8" 28'-0" 30'.2" 25'-11" 28'- 24'-3' 2 x 9 x 0,082 x 0.310 40' 0" 32'-11- 35--9" 30 32'-7' 35'-2" 30'-2" 32'-1 IN 28'-3' 2 x 10 x 0.092 x 0.369 1 46'-3" 37'-9' 41'-r X-1- 38'-O� TP-EXTRUSIONS - -2- 5,-0. 7' -1 5'-6' 6' 6" 5' 3� 6' 2x2:01044:ii 044 _6'.4 -3 5,-11 . ' 11" 2x3x0.045x0.045j 10'-9" 8,-g- 91-11" 8'-V 1 9'_4� 7' 6" 11" LLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 140 M.P.H. �LF-MATING BEAMS -1 - 8'-7- 2 x 4 x 0.044 x 0.100 13'- 11 4� IZ-2- 10'-2- 1 V-I" T 10'-3' 2 x 5 x 0.050 x 0.1oo 16'-0 14'-4" ll'-11" 13'.V 1 11' 12'-1" 1- 1. 4 A' i2l' 2 x 6 x 0.050 x 0.120 19'- 16'-0* 17'-2" 14'-4" 15'-8" 2 x 7 x 0.055 x 0.120 21--8- T-V 19'-4' 16'-2" 6" 17'-11" 2 x 8 x 0.072 x 0.224 30'-5� 25-5- 27'-3" 22-9" 19'-2" 21' 2 x 9 x 0.072 x 0.224 32'-11' 27'-6' 2 '-6" 24'-7" 26'-11" 22'-5" 24'-11" 20'-9" 23'-3" 19'-5' 2 x 9 x 0.082 x 0.310 37'-5" 31'-2" 3 '-5" 27'-11- 30'-6' 25'-5" 28'-3" 23'-7" 26'-5- 22'-(r 2 x 10 x 0.092 x 0.369 43'-6' 36'-3" 38'-11" 32'-5� 35'.6' 29'-7" 32'-11" 2 '-5" 30'-9" 25,-81 �AP EXTRUSIONS 2 x 2 x 0.044 x o.o44 8'-4" 7' 5" T 6'-8" T-3- 6'-9- 5--70 6'-3' 5'-3" 2 x 3 x 0.045 x 0.045 IV- 6 9 - ��' 4" 8'-7' 9'-5" T-10" 8'-9" T-3� 8'-2" 6'-10" 140011111" 40TE:ALUMINUM BEAM ALLOY SHALL BE 6063-T6. PURLINS,ANGLES AND CHANNELS ALLOY MILL BE 6063-T5. MIN BENDING STRESS 15,DOO P.&I MIN THICKNESS 0,040 INCHES. PATIO/POOL SCREEN ENCLOSURES DRAWING 3 OF 5 REVISIONS z uj DRAWING EFFECTIVE I JANUARY 2DO5 Lu Lu Lo U) CT ERTIFICATION EXTENDS ONLY FOR THE$PAN TABLES SPECIFIED FOR THE STRU URAL SHAPES LISTED 150 M.P.H. -LOWABLE SPANS FOR SCREEN ENCLOSURE GABLE, HIP AND HALF MANSARD ROOF BEAMS - < BEA!�SPACING 4'-0" 5'-Ol 6-0' T ol 8'-0' M Y-MATING BEA1 IS 2 x 4 x 0 044 x 0.100 18'-11l 16'-11 2 x 5 x 0.050 x o.loo 22'-Y 20'-10 2 x 6 x 0.050 x 0.120 26'-9" 2P�3 -.11�lr I z I"-�v �L - 2 x 7 x 0,055 x 0.120 31'_4- 8, " 5 -10" 2 22'-6" 2 x 8 x 0.072 x 0.224 42'-4- 37'-11- X-6l 11- 29'- Oy 2 x 9 x 0.072 x 0.224 46-10' 40'-11' 377-4- 34'-7" 32, NOTEi ALUMINUM BEAM ALLOY SHALL BE 6063-T6.PURLINS,ANGLES AND CHANNELS ALL -T5. MIN BENDING STRESS=15,000 P S I MIN THICKNESS=0,04 INCHES� SHALL BE 6063 2 x 9 x 0.082 x 0.310 52'-O� 46'-6" 42'-5- 39' L 45-8 4Z-T 2 x 10 x 0.092 x 0.369 55'-0" 0111"-2- AP EXTRUSIONS 2 x 2 x 0.044 x 0.044 10'- 9'-5- 2 x 3 x 0.045 x D.045 13' Iz - I I ' . SUPPORTING POST SHALL BE IDENTICAL TO THE BEAM SIZE OR ONE SIZE SMA.LUER TO ACHIM THE ADDITIONAL SPAIN LENGTH ' LOWABLE SPANS FOR SCREEN ENCLOSURE DOME AND FULL MANSARD ROOF BEAMS- < 150 M,P.H. .LF-MATING BEAMS IT-C 16'-7 16-4' 2 x 4 x 0,044 x o.100 20'-8" 18'-6- 2 x 5 x 0.050 x o.100 24'-3- 22'-9" 21'-0" 19'-2" 18'-0" 2 x 6 x 0.050 x 0.120 29'-2- 26-1" 23'-9" 22'-0"' 20'-7' 2 x 7 x 0.055 x 0.120 2- 30'-7 28'-2' 2 4' 24'-r ' 8" 10" 32'_8" 2 x 8 x 0.072 x 0.224 6'-2� 41'-4 37'-8" NOTE�ALUMINUM BEAM ALLOY SHALL BE 6063-T6. PURLiNS,ANGLES AND CHANNELS ALLOY 2 x 9 x 0.072 x 0.224 50'-O� 44'-8' 40'-9" 37'-9" 35- ' SHALL BE 6063-T5. MIN BENDING STRESS 15,000 P S I MIN THICKNESS 0.040 INCHES. 2 x 9 x 0.082 x 0.310 56'-9- 50'-9" 46'-3" 42'-10" 40'-1- 2xlOx 2 x 0.369 60'-0" 59'_1" 53'-10" 49'-10" 46'-8- NAP EXTRUSION 2 x 2 N: x 0,044 10,-1� 9,-5- 8'-10' 8--5" 8'-O� 2 x 3 x 0.045 x 0.045 13--Ill 12'-1 OTE: SUPPORTING POST SHALL BE IDENTICAL TO THE BEAM SIZE OR ONE SIZE SMALLER TO ACHIEVE THE ADDITIONAL$PAN LENGTH. 'RANSOM WALL DETAIL SELF-MATING BEAM SLOPED OR FLAT 0 2x2l 1x2 COMPOSITE 0 SHARE TOP AND BOTTOM Q5 0 0 0 0 PPORT HOST STRUCTURE PATIO/POOL SCREEN ENCLOSURES 'ION PER TABLE DRAWING 4 OF 5 !MAX HEIGHT) REVISIONS PLOCATION GUTTER DRAWING EFFECTIVE I JANUARY 2005 CONDITIONS BASED ON 3EAM SIZE AG SCREW AT 0 SUPER 0 GUTTER 03CREWS AT 0 PRESSURE TREATED CKMANNEL BLOCKING AT EACH STRAP LOCATION CREWS AT fER INTO POST R GUTTER. SONLYFORTHE PAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED ALLOWABLE SPANS FOR CARRIER BEAM W1 SOLID & SCREEN ROOF SOLID ROOF SPAN=8'-0" EXP B : UP TO 150 M.P.H. SCREEN ROOF SPAN 20'-0- 24'-0' 28'.0' 32'-0' 36'-0' 40'-O� SELF-MATING BEAM 2 x 6 x 0.050 x 0.120 11'-2' 10'-10- 10'-4" 9'-11" 9'-6' 9'-2- 2 x 7 x 0.055 x 0.120 12'-9" 12'-3" 1 V-8' 11'-2" 10'-9" 10'-4� 2 x 8 x 0.072 x 0,224 16'-9' 16'-2" 15-8" 15'-3" 14'-10" 14'-6" 2 x 9 x 0.072 x 0.224 18'-Y IT-9- 17'-2- 16'-8' 16'-3' 15'-9' 2 x 9 x 0.082 x 0.310 20'.O� 19'-4' 18'-8" 18'-2" IT-8" IT-3 2 x 10 x 0.092 x 0.369 22'.11- 22'-2- 21'-5" 20'-10" 20'-3- 19'-9� SOLID ROOF SPAN= 12'-0" EXP B UP TO 150 M.P.H. SELF-MATING BEAM 2 x 6 x 0.050 x 0.120 10'.4- 9'-11" 9'-6" 9'-2' 8'-10" 8'-7' 2 x 7 x 0.055 x 0.120 11'-8- 11'-2" 10'-9" 10'-4' 10'-0" 9'-8* 2 x 8 x 0.072 x 0.224 15'-8- 15'-3" 14'-10" 14'-6" 14'-1" 13'-7" 2 x 9 x 0,072 x 0.224 IT-2' 16'-8' 16'-3" 15'-9" 15'-2' 14'-9" 2 x 9 x 0.082 x 0.310 18'-8' 18'-2' 171-8" 17'-3" 16'-10* 16--6- 2 x 10 x 0.092 x 0.369 21'-5" 20'-10" 201-3" 19'-9- 19'-4- 18'-1V SOLID ROOF SPAN=16'-0" EXP B UP TO 150 M.P.H. SELF-MATING BEAM 2 x 6 x 0.050 x 0.120 9'-6� 9'-2" 8'- 10" 8'-7" 8'-4' 8'-V 2 x 7 x 0.055 x 0.120 10'9� 10'-4" 10'-0" 9'-8- 9'-4- 9'-1- 1 2 x 8 x 0.072 x 0.224 14'-1V 14'-6- 14'-1" 13'-7" 13'-2" 12'-10" 2 x 9 x 0.072 x 0.224 16'-3� 15'-9" 1 - 14'-9" 14'-3' IT-10" 2 x 9 x 0.082 x 0.310 IT-8- 1T-3" 16'-10" 16'-6" 16'-7 15'-9" 2 x 10 x 0.092 x 0.3691 20'-3" 1 19'-9" 19'-4" 18'-11" 18'-6" 18'-2" NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063-T6 WTH WNIMUM BENDING STRENGTH OF 15,000 PSI. PATIO/POOL SCREEN ENCLOSURES DRAWING 5 OF 5 REVISIONS DRAWING EFFECTIVE 1 JANUARY 2005 CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED. All TYPICAL PURLIN AND BEAM D TYPICAL PbST AND BEAM DETAIL-SIDE WALL TYPICAL CHAIR RAIL TO POST DETAIL ATTACH EXTERNALLY VV17H(4) PURLIN ATTACH EXTERNALLY WITH(4) #`10 x 34'SCREWS THRU SLOPED OR FLAT #10 x 3/4'SCREWS THRU ATTACH INTERNALLY WITH(2) 2 x 2 x 0.125 ANGLE I x 2 x 0.050 C-CLIP #10 x 2'SCREWS INTO INTERNAL GROOVES. FROM POST OR ol POST AND 2 x 2 THRU 2 x 2 INTO ATTACH INTERNALLY NOTCH PURLIN FOR 0 SCREW GROOVES ..... ATTACH INTO 2x2 CHAIR IL� POST PURLIN 2 x 2 AT 24'O.C. N POST---' TYPICAL POST AND BEAM DETAIL-MAIN FRAME TYPICAL BEAM AND GIRDER DETAIL TYPICAL GIRDER DETAIL TO HOST WALL S SELF-MATING BEAM SLOPED OR FLAT 2 x 2 x 0.125 ANGLE CLIP 2 x 2 x 0.125 ANGLE CLIP EACH SIDE OF TRIBUTARY BEAM EACH SIDE OF GIRDER WITH#12 SCREWS INTO BOTH NTH#12 SCREWS INTO [MEMBERS. ' GIRDER. NOTCH BEAM o 0 0 ATTACH TO STUD FRAME ATTACH FOR POST WITH 1/4'DIAMETER x 3' INTERNALLY 0 0 0 LAG SCREWS(PRE-DRILL. FROM BEAM. 0 0 0 0 0 0 0 ATTACH TO MASONRY OR 0 0 0 CONCRETE WITH 1/4' ELF SL T PEING I OR T NOT F 0 C M D OR P A G IA H BEA, M 0 0' ST )H 0 ATTACH INTO 0 TAPCONS WITH A MIN, 2 x 2 AT 24'O.C. C) 0 P NA 2 2 0 0 0 EMBEDMENT OF 3. 0 0 TIO L x x 0 1' 0 0 OPTIO NAL 2 x 2 x 0.125 SEAT ANGLE -0 0 TR BUTE MIN'MUh OF GIRDER SHALL DISTRIBUTE MINIMUM NUMBER SEE TABLE FOR 0 C W SEA HOST STRUCTURE MINIMUM NUMBER 0 0 0 SCREWS INTO SEAT ANGLE AN[ BE ONE SIZE OF SCREWS. 0 BEAM SIDES, BEAM MAY BE TRIMMED DEEPER THAN GIRDER I FLUSH NTH 2 x 2 INSTEAD OF TRIBUTARY TRIMMING TO FIT AROUND 2 x 2. BEAM MINIMUM POST SIZE AND#OF SCREWS cc BEAM SIZE POST SIZE #8 #10 #12 TYPICAL WIND BRACE DETAIL AT ROOF FRAMING 20 2 x 3 6 4 4 Bw 2x4 2 x 3 8 6 4 T 0 2x6 20 10 8 6 1, . 11 z 2 2 WIND BRACE 2x6 2x4 10 8 6— n W Lu 2x7 2x4 14 12 10 cx L) 2x8 2x5 16 14 12 2 x 2 CONTINUOUS El WALLTOP 2x9 2x6 18 16 14 ATTACH NTH A SKEWED 0.125 THICK z 2 x 10 2 x 8 22 20 18 ANGLE CLIP WITH z ATTACH WITH A o (2)#10 SCREWS INTO SKEWED ANGLE CLIP EACH MEMBER BOTH MINIMUM SPACING AND EDGE DISTANCES OR WITH(2)#10 SIDES OR WITH(2)#10 SCREWS THROUGH SCREWS THROUGH #8 #10 #12 BRACE AND INTO - 0< BRACE AND INTO E 5 E/8" 3/4" 1 z 2 x 2 WALL TOP. ROOF BEAM, MINIMUM SPACI�G POST MIN,EDGE DISTANCE 5/16' 3/8' 1/2" BEYOND TYPICAL POST BASE DETAIL TYPICAL FOUNDATION DETAILS PILE TYPE FOOTING CONTINUOUS SLAB ON GRADE SLAB ON GRADE W/ POST 2x2xO.l25 ANGLE EACH SIDE STRIP FOOTING THICKENED EDGE OF POST WITH(2)#10x 3/4' 6x6-Wl.4xWl.4 WWF 1/4*TAPCON INTO CONCRETE SCREWS INTO POST AND(1) WITH 2'MINIMUM EMBEDMENT. T7 lx2 BASE SCREEN CHANNEL CONTINUOUS WITH 1/4' TAPCONS AT 24'O.C. INSTALL ADDITIONAL ANGLES AND WITHIN 6'OF POST FOR EACH 7 INCREASE IN 0 0 (1)#5 CONTINUOUS 2'MIN. N'-L o"00 POST DEPTH. EDGE 00 OFFSET NOTES: 1 CONCRETE SHALL BE 2500 PSI MINIMUM.CONCRETE COVER FOR REaAR$HALL BE 3. 2 REINFORCING BARS SKALLSEA615 GRADE 60. WELDED WIRE FABRIC SHALL BE A185. 3 FIBERMESH MAY BE USED IN LIEU OF THE WELDED WIRE FABRIC. l'-v 4.SLAB ON GRADE WITHOUT FOOTING MAY BE USED FOR ROOF AREAS LESS THAN 350 SQ.FT. OR FOR POSTS V41TH TRIBUTARY AREAS LESS THAN 75 SO.FT,VERIFY REQUIREMENTS WITH LOCAL BUILDING OFFICIAL NOTES: 5. MINIMUM SLAB THICKNESS SHALL BE 3-1/2'ACTUAL THICKNESS. 1.SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINC-PLATED. 6.FOUNDATIONS SHALL BEAR ON COMPACTED SUBGRADE NTH 15W PSF MINIMUM BEARING CAPACITY. 2.ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REQUIREDIRECOMMENDED FROM 7. PILE TYPE FOOTING SHALL HAVE V8'DIAMETER THREADED RODS 1'4r LONG THROUGH POST EACH WAY. OTHER MATERIALS TO PREVENT CORROSION. 8. EMBEDED ALUMINUM POST SHALL BE ISOLATED FROM THE CONCRETE TO PREVENT CORROSION. TYPICAL BRACING SCHEMATIC DETAILS FOR FLAT ROOF,GABLE ROOF,AND DOME ROOF SCREEN ENCLOSURES HOST STRUCTURE ROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAN ATTACHMENT(TYPICAL) VIEW VIEW VIEW VIEW BEAM NLLZ z RC)r);:PLAN 2 J I Lu> ACE Z cl)w Lj END WALL (1,rIL;AL) CL END WALL ELEVATION END WALL 7 7mrp.: z"5 uj ELEVATION END WALL CHAIR RAIL ELEVATION 44.11al, ELEVATION I POST 2 x 2 BRACE (TYPICAL) END WALL FOUNDATION ELEVATION (TYPICAL) NOTE: 2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMES, ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA. TYPICAL K-BRACE DETAILS TYPICAL CABLE BRACE DETAILS EAVE RA IL / EjkYE RAL 0 0 0 0 0 0 5 x 4 x 0.125 PLATE -0-T-------- 45 DEGREE TRIANGULAR 0125 PLATE WITH(6)#10 SCREWS NTH(8)#10 SCREWS AS SHOWN 0 INTO POST AND(4) 0 00 #10 SCREWS INTO C)�ys i 0 3/32'DIAMETER STAINLESS STEEL CABLE 00 2 x 2 x 0 044 BRACE 0 10 0 0 0 5 x 12 x 0.125 PLATE 0 POST WITH(8)#10 SCREWS 0 POST INTO POST AND(4)#10 0 0 1,x 12,x 0.125'PLATE SCREWS INTO BRACE NTH(2)1/4'DIAMETER TAPCONS 0 C) CHAIR RAIL 0 01 0 0 4 x 4 x 0.125 PLATE WITH(6)#10 SCREWS E 0 0 00 00—\\—\ 1 x 12. INTO POST AND(4)#10 SCREWS INTO C) N�TH 2x)V BRACE AND(2)#10 SCREWS INTO BASE 0 POST C)o 0()�" 0 10 0 2 x 2 x 0.044 BRACE POST 001 (2)114'TAPCONS AT BASE OF FRAME 0010 BASE RAIL TYPICAL KNEE BRACE DETAIL AND SCHEDULE NOTE:KNEE BRACES ARE NOT SELF-MATING BEAM REQUIRED FOR SLOPED OR FLAT THE TABULATED TYPICAL INTERNAL STIFFENING DETAIL FOR SPANS GREATER THAN 39'-0" SPANS. 2 x 2 x 0,125 ANGLE 01 0 0 0 1 0 0 0 01 SECTION VIEW 0 0 0 01 PURLIN BEYOND (4)#10 x 2"SCREWS -0-0 INTOINTERNAL GROOVESOF PoST--- PURLIN I RECEIVING CHANNEL 112 OF SELF-MATING BEAM MAY BE suBSTITUTED FOR THE H-CHANNEL PURLIN 2 x 2 x 0.125 ANGLE KNEE BRACE TRIM OUTSTANDING ol SEE TABLE FOR LEG TO FIT BEAM SIZE AND WIDTH to o CONNECTORS 1/2 OF SELF-MATING BEAM 1c) J K iE BRACE LENGTH ol o 00, 0��'-ll PLAN VIEW WT MINIMUM SIZE KNEE BRACE AND CONNECTION BRACE LENGTH ExTRubiON CONN�EjCTIOjN �m'? 2 x 2 x O.D44 2'H-CKjANNEL WITH(3#10 jEACH SIDE 0'TO 2'-(r "", ':' . "," EAC s 112 OF SELF-MATING B M TO 3'-(r 2 x 3 x 0 D50 2'H-CHANNEL WITH(3)#10 EACH SIDE-- TO 4'-6* 2 x 4 x 0.044 NOTCH EXTRUSION OVER BEAM AND POST 11 AND ATTACH WITH(4)$MO EACH SIDE PURLIN NOTE:ALLOWABLE ROOF BEAM SPANS MAY BE INCREASED BY THE KNEE BRACE LENGTH IF BRACES ARE ON BOTH ENDS OF THE SPAN, FOR KNEE BRACE ON ONE END ONLY,AN INCREASE OF Jr2 THE NOTE: STIFFENING ANGLES SHALL BE INSTALLED AT EACH PURLIN LOCATION ALONG THE BEA"IRDER. KNEE BRACE LENGTH 15 ALLOWED. AL�OWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 110 M.P.H. A POST SPACING 4'-0- 5'-0' 6'-0" T-O� F 0 EXPOSURE CATEGORY B C B C B C B C B MATING BEAMS SE 2 x 4 x 0.044 x 0.100 16'-5- 13'-7- 14'-8' 12'-2" 13'- V- 2 x 5 x 0.050 x 0.100 19'-4' 16'-0" IT-3- 14'-4" 15-q.- 14'-7" 12'-1" 13'-8"__ V- 2 x 6 x 0.050 x 0.120 23'-2' 19'-2- 20'-9- IT-2" 18'- 8- 17'-6" 14'-6" 16'-4- 13'-7� 2 x 7 x 0,055 x 0.1201 26'-2- 1 21'-8. 23'-4- 19'-4� 21'-4- 1 17'--8' _ 19'-9' 16'-4' 18'-6- 15'-4- 2 x 8 x 0.072 x 0.224 36'-9� 1 30'-5- 32'-10' 27'.3" 30' -10" 27'-9" 23'-0" 26'-0' 21'-6" C A SE 9'-7- 1 4 2 x 9 x 0.072 x 0.224 39'-9" 3T-1 V 35'-7" 29'-6" 32'-5" 26'-11" K-0" 24'-11- 28 -1- 23'-3" 2 x 9 x 0.082 x 0.310 45'-V 37'-F 40'-4- 33'-5' 36'-10" 30'-6" 34'-1- 28,-3- 31'-10" 6"-5-1 0 _9" 2 x 10 x 0.092 x 0,369 52'-6" 43'-6" 46-IV X-11' 42'-10- 36-6" t3 SNAP EXTRUSIONS 1 81 - — - T-6" 6'- SN 2 x 2 x 0.04=4 x 0 0=44 9'-5" -4" 8'-9" T-9' 8'.3' T-3 T-10' 6'-9' 3' — 2 x 3 x 0.045 x 0.045 1. 13'-0" 11--6- 12--1� 10--4� 1 V-4� 9'-5' 10'-7' 8'- 9'-10' 2'— — ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 130 M.P.H. A SELF-MATING BEAMS sl 2 x 4 x 0.044 x 0.100 -13'-7' 1 V-r 12'-2' 10--4- 11--l- 9'-6- 2 x 5 x 0.050 x 0,100 16'-0" IT-V 14'-4- 12'-2- 13'-V IV-1- 2 x 6 x 0.050 x 0.120 19'-2" 16'-4- IT-2- lli--A- 1 r,' 2 x 7 x 0.055 x 0.1201 21'-8- 1 18'-6- 19'-4- 16--6" IT-8" 15'-V 16'-4" 13'- 30'-5- 26'-0" 2T-3" 23'-3" 24'-10" 21'-2" 23'-0" 19' 21'-6" 4� 2 x 8 x 0,072 x 0.224 25'-l" 26'-11" 22'-11" 24'-11" 21'-3" 23'-3" 1 -10" 2 x 9 x 0.072 x 0.224 32'-li- 28--l' N-6- 2 x 9 x 0.082 x 0.3101 37'-5- 31'-10- 33'-5' 28' 6" 30'-6" 26'-0" 28'-3' 24'-V 26'-5" 22'-6" 2 x 10 x 0,092 x 0.3691 43'-6- 37'-1- 38'-W 33'-2- 35'-6" 30'-3' 32'-1 V 28'-0' 30'-9" 26'-3' EXTRUSIONS 6'-9" 5'-9- 6'-3� 2x2xO.O44xO.O441 8'-4- 7" 6- T-9" 61-9" 9.-5. 7' 2 x 3 x 0.045 x 0.0451 1 V-6- 9'-10" 10'-4" 8'-10" 5. 8'-1- NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063-TG PURLINS,ANGLES AND CHANNELS ALLOY SHALL BE 6M3-T5.MIN BENDING STRESS=15,000 P.S.I. MIN THKXNESS=0.040 WHES. ALTERN ATE TYPICAL SUPER GUTTER ATTACHMENT SCHEMATIC PLAN AND DETAIL HOST STRUCTURE A STRA 3'WIDE STRAP PER 1/4'DIAMETER x 3'LAG LOCATION SCHEMATIC PLAN SCREWS AT 12'O.C.AND HOST STRUCTURE (3)AT EACH STRAP SE T, 2 x 2 x 0.125 ANGLE (PRE-DRW NTH(4)#10 INTO BEAM AND 2 x 2 BOTH SIDES OF BEAM, SELF-MATING BEAM IV SLOPED OR FLAT 0 E i x 2 ALONG SUPER GL17ER 0 0 BEAM SPACING EQUAL E UAL NTH(2)#10 SCREWS AT SUPER STRAP SPACING SHALL EACH END ATTACHED 0 GUTTER BE 112 THE BEAM SPACING INTERNALLY FROM 0 BEAM RECEIVING CHANNEL WITH(6) 0 PRESSURE TREATED #1 0 SCREWS INTERNAL AND(6) BLOCKING AT EACH #10 SCREWS EXTERNAL. STRAP LOCATION NOTE: SEAL GUTTER WALL AT ALL CONNECTION POINTS, SI, ALTERNATE TYPICAL POST AND BEAM DETAIL-MAIN FRAME TYPICAL POST BASE DETAIL AT BRICK STEM WALL SELF-MATING BEAM POST 1 5 LE EACH SIDE SLOPED OR FLAT OF POST WITH(2)#10 x 3/4' SCREWS INTO POST AND(1) NO' 1/4'TAFICON INTO CONCRETE NTH 2'MINIMUM EMBEDMENT. I x2 BASE SCREEN CHANNEL NOTCH BEAM CONTINUOUS WTH 1/4" Sl ATTACH FOR POST TAPCONS AT 24'O.C. INSTALL ADDITIONAL ANGLES INTERNALLY AND WITHIN 6*OF POST 00 FOR EACH 2'INCREASE IN FROM BEAM. POST DEPTH. 0 BRICK STEM WALL W17YPE S OR N ELF T' BE 'L�PEI)OR F T S MA NG AM LA 0 MORTAR, VWDE'16GAUGE STRAP ATTACH NTO 0 REQUIRED AT EACH POST.ATTACH 2 x 2 AT 24'OC OPTIONAL 2 x 2 x 0.1'25 SEAT ANGLE TO POST WITH(2)#10 SCREWS AND -0 0 0 IBU TO FOOTING NTH 1/4'TAPCON WITH SEE TABLE FOR DISTRIBUTE MINIMUM NUMBER OF Ut 00 0 S 2'MINIMUM EMBEDMENT. MINIMUM NUMBER SCREWS INTO SEAT ANGLE AND OF SCREWS. 0 BEAM SIDES. BEAM MAY BE TRIMMED STRIP FOOTING OR F LUS r H WITH 2 x 2 INSTEAD OF SLAB WITHICKENED EDGE TRIMMING TO FIT AROUND 2 x 2. FIER TYPICAL DETAILS P."T OST -INIMUM POST SIZE AND# OF SCREWS .A SIZE POST SIZE #8 #10 #12 2 x 3 2x3 6 4 4 2 x 4 2 x 3 8 6 4 NOTES: i.SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINC-PLATED. 10 �TYPiCAL RISER/I 2 x 6 2 x 3 10 8 6 2,ALUMINUM ALLOY MEMBERS$HALL BE ISOLATED AS REQUIREDIRECOMMENDED FROM OTHER MATERIALS TO PREVENT CORROSION. 2x6 2x4 10 8 6 3.FASTENERS INTO STEM WALL SHALL BE LONG ENOUGH TO ACHIEVE A 7 EMBEDMENT 4.MAXIMUM WALL HEIGHT SHALL BE LIMITED TO 4'-V, 20 2 x 4 14 12 10 LL 0 TYPICAL POST BASE DETAIL AT CONCRETE BLOCK STEM WALL 2 x 8 2 x 5 16 14 12 0 2x2xO.l 25 ANGLE EACH SIDE El POST 2 X 9 2x6 18 16 14 OF POST NTH(2)stiO x 3/4' SCREWS INTO POST AND(1) 2 x 10 2x8 22 20 18 VAV TAPCON INTO CONCRETE WITH 2'MINIMUM EMBEDMENT. ly,2 BASE SCREEN CHANNEL MINIMUM SPACING AND EDGE DISTANCES -0 2 ui CONTINUOUS VATH IN #8 #10 #12 w TAPCONS AT 24'O-C INSTALL ADDITIONAL ANGLES AND WITHIN 6'OF POST 00 FOR EACH 2'INCREASE IN MINIMUM SPACING 5/8' 3/4� 1 1" POST DEPTH. MIN.EDGE DISTANCE 5/16� 3/8' 1/2' BLOCK STEM WALL WA 1)#5 CONT.HORIZ AT TOP OF WALL RECEIVING CRANNE AND#5 AT WALL ENDS!CORNERS THRU-BOLTED TO S� AND 8'-0*D.C. REINFORCED CELLS AND BEAM CONNEC AND BOND BEAM SHALL BE GROUTED SOLID. STRIP FOOTING OR 2)L2 POST(3--C SLAB WITHIMNED EDGE AT EACH STRA PER TYPICAL DETAILS ALONG SUPER FOR ALL OTHE "�ITHI 28 TYPICA SIZE AS A POS SPAN ANDIOR 1/4'1)LAMETER 4'INTO HOST Ft EACH POST. NOTES: ATTACH WITH#1 I.SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINCPLATED 12'ON CENTER. 2.ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REQUIRED/RECOMMENDED FROM RECEIVINC OTHER MATERIALS TO PREVENT CORROSION 3, FASTENERS INTO STEM WALL SHALL BE LONG ENOUGH TO ACHIEVE A 2'EMBEDMENT NTH#10 c INTO THE STRUCTURAL WALL THROUGH ANY FINISH MATERIAL. V ON CEN' 4. MAXIMUM WALL HEIGHT SHALL BE LIMITED TO 4'-(Y. AND SUPE' ALLOWA5LE SPANS FOR SCREEN ENCLOSURE CARRIER BEAMS- < = 150 M.P.H. TRIBUTARY LOAD WIDTH 10'0"' 14'-0'"' 18'-0" 22'-0' 26-0" 30'-0' 34'-0" 38'-0" 42'-0" 46'-0* 50'-0" SINGLE SELF-MATING BEAMS 2 x 4 x 0.044 x 0.100 10'-10" 9'7 8'-1" 7'-40 6'-9" 6'-3" 5'-IV 5'-7" 5'-3" 5'-1" 4'-10" 2 x 5 x 0.050 xO.100 12'-9' 10'-10" 9t-6' 81.7' T-11" T-4" 6'-11" 6'-6" 6'-3" 5'-11" 5'-8' 2 x 6 x 0,050 x 0.120 15-4"' 13'-0' 11'-5' 10'-4' 9'-6" 8'-10' 8'-4' T-10' T-6' 7'-2' 6'.10K 2 x 7 x 0.055 x 0.120 IT-4"' 14'-8' IT-11' 11'-8" 10'-9' 10'-0' 9'-4' &-IT 8'-5' 8'-1- T-9' 2 x 8 x 0.072 x 0.224 23'-4' 20'-7" 18'-2' 16'-5" 15-1' 14'.1" 13'-2" 12'-6" IV-10" 1 V-4' 10'-10' 2 x 9 x 0.072 x 0.224 25'.7' 22'-3" 19'-8" IT-9" 16'-4" 15'-2" 14'-3" IT-6" 12'-10' 12'-3' 11'-T 2 x 9 x 0.082 x 0,310 27'-10- 24'_1 V 22'-3' 20'-2" 18'-6" IT-3" 16'-2" 16-4" 14'-7" IT-11' 13'-4' 2 x 10 x 0.092 x 0.369 31'-11" 281-6" 25'-11' 23'-5' 21'-7- 20'-V 18'-10" 17'-10" 16'-11' 16-2' 15'-F DOUBLE SELF-MATING BEAMS 2 x 7 x 0.055 x 0.120 22'-F 20l-1' 18'-3' 16'-6" 15'-2" 14'-2' 13'-3" 12'-7" ll'-11" 11'-5" 10'-ll* 2 x 8 x 0.072 x 0.224 29'-5" 26'-4" 24'-2' 22'-8" 21'-5" 19'- 11" 18'-8" 17'-8" 16'-10' 16'-1' 15'-5" 2 x 9 x 0.072 x 0.224 32'-Y 28'-10" 26'-6" 24'-10" 23'-1- _21'-6" 20'-2" 19'-1" 18'-2' 17'-4" 116'-8* 2 x 9 x 0.082 x 0.310 35'-1- 31'-5" 28'-10" 27'-0" 25'-6' 24'-4" 22'-11" 21'-8" 20'-7" 19'-8" 18,-11" 2 x 10 x 0.092 x 0.369 1 40'-3" 36'-0" 1 33'-1" 30'-11' 29'-3" 27'-11" 26'-8' 1 25'-3" 1 24'-0' 22'-11" 22'-0" NOTE� ALUMINUM BEAM ALLOY SHALL BE 6063-T6 NTH MINIMUM BENDING STRENGTH OF 15,000 PSI .-LOWABLE SPANS FOR 3" COMPOSITE ROOF PANELS ALLOWABLE SPANS FOR 3" RIB RISER SHELL METAL THICKNESS 0.024" 0.032" 12" WIDE PANELS EXPOSURE CATEGORY B c B c METAL THICKNESS 0.024" WIND SPEED(M.P.H) EXPOSURE CATEGORY B c 100 15'-8" 14'-9" 17'-3" 16'-3" WIND SPEED(M.P.H.) IGO 9'-10" 9'-3* 110 15'-2" 13'-8" 16'-9" 15'-1" 110 9'-6' 8'-7" 120 14'-4" 12'- 10" 15'-10" 14'-2" 1201 9'-0' 8'-1" 130 IT-8' 12'-3" 15'-1" 13'-6" - 140 13'-1" 11'-8' 14'-5" 12'-10" 130 8'---7" T.8" 150, 12'-5l' 1 IT-8" 12'-3' 140 8'-3" T.4" 150 T-9" 6'-11" ALLOWABLE SPANS FOR 4" COMPOSITE ROOF PANELS METAL THICKNESS 0.030" 100 19'-0' IT-10" 20'-11- 19'-8' 100 10'-7* 1 9'-11" 110 18'-5" 16-7" 20'-3' 18'-3' 110 10'-3" 9'-3" 120 17'-5" 15'-7" 19'-2" 17'-2" 120 9'-8" 8'-8" 130 16'-7" 14'-10" 18'-3" 16'-4" 130 9'-3* 8'-3" 1401 15--il' 14'-2" 17'-6' 16-7" 1 140 8'-10" T-11" 1501 15'-1" 13'-6" 16'-7" 14'-10,, 150 8'-5- 1 T-6' ALLOWABLE SPANS FOR 5" COMPOSITE ROOF PANELS -METAL THICKNESS 0.050' 100 22'-1-1 20'-9" 24'-3" 22'-10" 100 12'-6' ill-9" 110 21'-4" 19'-3" 23'-6" 21'-21, 110 12'-1" 10'-11" 120 20'-2" 18'-I'l 22'-3' 19'-1 I'l 20 11'-5" 10'-3" 130 19'-3" 17'-2' 21'-2" 18'-11" 130 10,-11" 91-9" 1401 18'-6- 16'-5' 20'-4" 18'-1- 140 10'-6" 9'-4" 1501 17'-6" 15'-8" 19'-3' IT-2" 150 9'-11" 8'-10' NOTE:ALUMINUM ALLOY 3105-Hi4 OR-H25 NTH MINIMUM TENSILE BENDING STRE14GTH OF 18,000 PSI NOTE: ALUMINUM ALLOY 3105-H28 NTH MINIMUM TENSILE BENDING INSULATION DEINSITY=1 PCF. STRENGTH OF 26,000 PSI. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23769 Address: 1814 SEMINOLE ROAD Permit Type: ELECTRICAL ATLANTIC BEACH, FIL 32233 Class of Work: ADDITION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):3 Block: 1 Section: Square Feet: Subdivision: SELVA MARINA UNIT 9 Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 4/01/2002 Name: PHILLIPS Total Fees: 25.00 Address: 1814 SEMINOLE ROAD Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 3/29/2002 Phone: (000)000-0000 Work Desc: WIRE FOR RE-MODEL CONTRACTORM 77777��. APPLICATION FEES �A WF _�k_.G.E. ELECTRICAL CONTRACTOR§ 25.00 ,7� ;r%V , . ..... . W�m 2-R. MAP STS F;S M 6 _i 33 T 5n P_3k, i IR Rr -�t. NELE", Mr- $1*0 M4433i, ...... .... PECTION NOTICE -.6 BUILDING MATERIAQ� _IC-SPACE, AND J MUST BE CLEARED . "FAILURE TO COM IN THE PROPERTY OWNER PA 1 ND SUBJECT TO REVOCATION ISSUED ACCORDING TO APPR, FOR VIOLATION OF APPLICABL OV E PROd .. .......... Oper: DSMITH Type: OC Drawer: 1 Receipt no: 4633.3 Date: 4/91/82 81 .14 PERMITS-BUILDING 1 $25.00 Traps number, 800786 CK CHECKS 4429 $25.00 ATLANTIC BEACH IJUILDING DEPT. Trans date: 4/81/62 Time: 13:02:37 CITY OF ATLANTIC BEACI-11 FLORIDA Appi v*d by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE-._4& IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. .ELEIbTRICAL FIRM; MASTER ELECTRICIA SIGNATURE JOURNEYMAN NAME ADDRESS: RFD-BOX -Al" WACO -So—f(J"cf-J BLDG.SIZE BETWEEN: RES. �6 APT. ( COMM. ( PUBLIC INDUS. NEW ( OLD ( REW. ADDITION ()Q TRAILER ( TEMP. ( ) SIGNS f ) -SQ. FT. SERVICE: NEW ( INCREASE ( REPAIR ( FEE CONDUCTOR SIZE AMPS COPPER ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE L-00 AMPS PH -? W RACEWAY FEEDERS NO. SIZE INO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED /lI OPEN TOTAL Alp 0.30 AMPS. 1.100 Ai�PS SWITCHES INCANDESCENT FLUORESCENT &M.V. FIXED 0.100 AMPS. OVER I- APPLIANCES AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS A M JP 0.1 01 MOTORS H.P. VOLTAGE PHS No. MISCELLANEOUS Go ra Z, 0 -Ioe �i 0�, 4- .00, A- to*,.0 C�TV Or- C'41AOM C fl-EM014 716 MEA4 BUIROMMUD L. 2. T,ji.o v*,-*acIwd an ior -ki'O sba"re bui I dill's I M-? il'o "Moc f0tim"I'MS, -tonslivue,"."On Azz Cnw!"inumms. ranoWN.*40 coacr��Cga undiv 'redo- fov �djvtgs ant) *11-Tirea 5i,"CIII VOCIO fal- s. Rol Pj'W-.a4d *1 n F ding, �raw.ltvss' 'Oneporli", pf'=ed aad =- doc'63 wilch ;'*j shall t'.� ba- Si.x �nthcs witer, on ew;h siw lb-an 'i%a wai 9 �'ab�Ovm, SIM 'at&k Incilles 1"Inick em)—ahzi I rosi. itHf-wi-S- 0i 0. at (�Cnzat -iwoW -'ch sl or r'u,or i'm -im;Pv dato rji*e a�ere dulp F,f I'M !,4ed. 9,uch slir-tBarE-ty $Am';Oar, 5'��a 4 curt-ce, wazz I ord -';Wfilp n t D 4 dup;RFcai--e.d 41CAngs 'CAV, C,E� 66 Cne ,,ea h, oikmr, Similar ov'A-Moa. M- no, a Imm e mv G cor—Oce Comte two "prcbo'd wiilh 004�, rods �e house potoTbing **n cvd lum f I not, co,=#U.111 be'ZOPOn he :-by + c1tv Plana=_ r end um 7bo uridzml m,cli �wav�*j co':S W�-=Zrftmto tw or Res a.n'd aq�acs m It ru^0 "I P, E rul i A!" El U R Y P 1", F:11"0 M76 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026497 Date 7/15/03 Property Address . . . . . . 1814 SEMINOLE RD Tenant nbr, name . . . . . . REPLACE EXISTING HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ PHILLIPS, JOHN DONOVAN HEATING & AIR 315 SIXTH AVENUE SOUTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-3785 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 87 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- --------- - ---------- ---------- Permit Fee Total 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 87 . 00 87 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM TI-HS 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 CH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL BUILDING AND ZONING INSPECTION DIVISION CITY OF ATIANTIC BEACH ATLAKTIG 5"Cit.FLORSIM*&"a APPLICATION MR MECHANICAL PERMIT CALL-IN NUMBOi— IMPORTANT—Applicant to complete all items in sections 1, 11, 111, and IV. Street Aildroasi LOCATION OF IstersestiAl stroolgi 141-44 And— BUILDING C 11. IDEINITIFICATION—To be completed by all applicants. ses, as 40scrOed I, IS..o6i,,@ oat-4al 6,shy og,.s to pojw. W ,s,j 6 occargis"s %qwlflh aff&cW ploss s*J specill"lloos wh" or* s port asrooi soil 6 o,cotili,ace w116 JI,*City.1 Jacl.."U9 w4loso,",4A4d $1444". good.pr.sclics Nil"fkamia. Name of moak"kal c ."',I oat,"ter(P,611 PL-) CIA-) Name 44 Property O."r $19"hwo 44 Ow", S;41..tvfv of W AalLorlseJ A4.of Ak;l..l . IASI.~ III. GGNMAL INFOWATION A. T 6sn"Nei, B. IS OTHER CONSTRUCTION BEING 00 THIS BUILDING On SIT97_PIC ON 0 Gas—0 L? 0 Not" 0 Can"Utility CI 09 IF YES. GIVE NUM81LR OF CONSTRUCTION PERMIT 0 other—Specify IV. blINCHMICAL BOUIPIAINT TO U VaIAM Rx of WORK Ulf q(somposeseft 04 Ilea of 1166 form) t Residential or C3 Commercial 13' meat 0 Specit G Kocossool XC-h%W 0 ROW 0 Now BulldIng Ak Coaddlealagi [3 UsHis tfol 0 Existing Building rJ Doc� System: I TWIA� Roplacernent of ojd*Llng a yatern mastmom"Pealty &J-16 Now Installation(No systern previously Installogg "r;"ostwo 0 Ex.lonsion or add-on to exisilng system C3 Q-4- me so Capocity 14LAs- El Other—Specify Rre WA^Uom Nomiper @4 hasom 0 BMW Q wo"It 0 THIS 3FACI 001t OR4M UN ONLy 13.04"IL" CI LPG eenia;"rL. 0 Unfired piessore womm 0 &saw$ Forml) Appro"d Ivy_ b o*. -spwfr Foa- AU RQUIPMEW Am qDmDmomi4o "w wwK=zxATiom xquxruxmr C N%Usbw xwtm D"Oripumn Me"Number (=)tY AZ=�!g I :Litick-r- IvNkt) MI/ I ViIj!i�ttlm H"Tullo.- nmNA03, so"wile I!IJtXMAc1S C (=ty xvos�w uwtm D--tpu- Me"Mission, WASUtAOtUft AVMW A I I I t" L� I I / 17 1 ry :ht?71� TANXX inew Many Nowle"0"atty Nam"alf A!= ft"EMOMMAM" Wised No 19 8 USE THIS FORM FOR ESTIMATES ONLY Jack Keiser 1814 �eminole Rd. Ph: 241-5225 (mail Address: 2104 So. ocean Dr. Jax. Bch) 5/8" X 3/4" IRRIGATION METER ' DESCRIPTION CITY. MATERIALS LABOR TOTAL 3/4 X 8 SADDLE 1 1 75 Rp TOP 1 00 C,ALV.PIP 2 90 GA. 1 80 3/4 900 GALV 35 2 20 3/4 p0j;y TUBING 3/4 POLY BUSHING 2 40 4 ENDS 2 00 3/4 CURB STOP METER BOX S 2 60-- Sub Total $11 51 — 10% O.H. 1 15 12 6 — 3 M n Hand di Ig..85/ FOR HRS $15 80 4 64 30,Ds 0, Total Labor Cost -44 MATERIALS -I ABon TOTAL TOTAL $122166 $20 44 $329110 mISC. JOB EXPENSES AMOUNT OTHER JOB EXPENSES 160 00 TOTAL COST $489 10 HR FO 8 HRS $16 0 TOTAL SELLING PRICE LESS TOTAL COST GROSS PROFIT LESS OvFAMEAD COST OF SELLING PRICE TAL NET PROFIT PSR-3844 7709 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION ------ -------- LOCATION INFORMATION ------- Dermit Number : 7709 Address : 1814 SEMINOLE ROAD Permit Type : MECHANICAL ATLANTIC BEACH , FLORIDA 32233 "lass of Work : ALTERATION ---------- LEGAL DESCRIPTION --------- - Constr . Type: WOOD FRAME Lot * Block: Section: Proposed Use: SINGLE FAMILY Township: RNG: 0 I)wellings : 1 Code : 0 Subdivision: Estimated Value : $0 .00 Improv . Cost : $0 .00 Total Fees : $41 .00 Amour., $41 � 00 Anrl,- T)qgtr rnNP7N07R AhM MTP ------ OWNER INFORMATION --------- ---- APPLICATION FEES ----- Na-me : WATSON PROPERTY MANAGEMENT PERMIT $41 . 00 Address - IK4 SEMINOLE ROAD WATER IMPACT FEE $0 .00 ATLANTIC BEACH , FLORIDA 322 ', - SEWER IMPACT FEE $0 . 00 Phor,f-- : ' 904 � 241-3785 WATER METER/TAP $0 .00 RADON GAS-H .R. S. $0 . 00 CONTRACTOR INFORMATION RADON GAS - 5% $0 ,00 NAme * DONOVAN HEATING AND A�1 - CAPITAL IMPROVE. $0 . 00 .Iddress : 315 SIXTH AVENUE SOUTH SEWER TAP $0 . 00 JAX BEACH , FLORIDA 32250 HYDRAULIC SHARE $0 .00 ' icense : CAC039761 Type * CROSS CONNECTION $0 , 00 SEC .H IMPACT FEE $0 .00 CON . SC--OTHER $0 . 00 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS-55 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT Omrator: CRYSTAL By: 4 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CAI-L-IN NUMBER IMPORTANT — Applicanf to complefe all iferns in secf[ons 1, 11, 111, and IV. Street Address: e MA k LOCATION OF Intersecting Streets: Between And BUILDING Sub-division 11. IDENTIFICATION — To be complefed by all applicanfs In consideration of permit given for doing the work as described in the abcve statement we hereby agree to perform said work in accordance with the attactLed plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Contractors Name of Mechanical Master Contractor I Print) W Nam* of Property Owner I tk_k' Signature of Owner Signature of or Authorized Agent Architect or Engineer Ill. GENERAL INFORMATION A, Typo of heating fuel: B. IS OTHER CONSTRUCTION BEING 001("N —6,80dric THIS BUILDING OR SITE? �%\) 0 Gas LP 0 Natural 0 Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION C3 Oil PERMIT 0 Other Specify IV. MWHANWAL EQUIPMEINT TO BE INSTALLED NATURE OF WORK (provide complete list of components on bock'of this form) K,Residential or 11 Commercial Heat [3 Space 13 Recessed ��Centrel 0 Floor New Building r Conditioning: [3 Room Existing Building \;d_,Replacement of existing system 0 Duct System: Material-- Th�; ffl , D New installation(No system previously installed) Maximum cepscitylzi� k !;L) c.f.m. Extension or add-on to existing system CITY OF ATLANTIC BEACH APPLICATION FOR PLE71-MING PERMIT JOB LOCATION: OWNER OF PROPERTY: TELEPHONE PLUMBING CONTRACTOR "RY TWUE MMING ESS : CONTRACTOR' S ADDR STATE LICENSE NUMBER: CFC056776 TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE OTHER TOTAL FIXTURES: x $3 . 50 + $15 - 00 MINIMUM PERMIT FEE SIGNATURE OF OWNER- SIGNATURE OF COANTRAO ----------------------------------------------------------------- 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 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION CITY OF ATI-AXTIC BEAC" DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel, 247-5826 - Fax: 247-5877 PLUMBING PERMIT __- I R M kATQ JN� 6-A—TION fjl�(�O 2MIT ON_ 4 d ij�re; .js--�- 1814 SEMINOLE R A __AE ATLANTIC BEACH, FL 32233 -#'ernfit Numbe—r: -2"26— Range: Book: Permit TYPe' p-LUMBING -Township. Block Section: Class 0-f Work: ALTERATION Lot(s): . ATLANTIC BEACH Proposed Use: SINGLE FAMILY Subdivision. e Feet: Parcel Number: Squar A-_'fjON Est.Value: Name. PHILLIPS Improv. Cost: ss E: ROAD Date issued'. 6/28/2000 Addre : 1814 SEMINOLE , FL 32233 Total Fees: 25-00 ATLANTIC BEACH 25-1313 Phone: Amount Paid: 6/28/2000 _F E::S: Date Paid: ITION 0-0 W r De—sc- A1,1 �7E wo, li— i _�fft___ --- A11311I)PLICA CC__�T.6 R_ 'S IT -U�R`RY TE-AUut: AND SONS Ins Required FINAL 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 SIPACE, AND MUST BE CLEARED UP AND HAULED AWAY 13Y EITHER CONTRACTOR OR OWNER-- "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY 0 r WNER 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. $25.00 14 Date: 6/29/0001 Receipt: 0069275 ATLANTI EACH BUIL�INGDEP CHECKS 8277100542 r4o t)lt4G OV: C.Vvy Orr A,.TL.Jk IT lo SUIL JOB pfy.mmus I Bp POSIED 014 -TVAIS GFee Ina is a to city Wu pat Won- ot law IV 2,1"tiu q abQ'e j�� bas.1 vOcable P"�l it not Valla �1.1.tjott Tiiq pe"', to rc�oc.tjou tot t Una Tuls is to"'V S d0l" 01. ownea bY 14 CRFTv Bf' thl,,perydlt co 16UST G. Lot--- are Vsrt 0 i40T'c'9-,—o6T"4GS-v.po'U�L'14 140 X14 D D 14,T11S 110,ase 160 to To -NF, p T voly OF Is pF,ILMI DXTF, ,kFTBF SAd ael ri I bblsh acela ill .sterial, Tu t be P1 ust VLO u 'Buila!119� WOOL V" ,t be cleartactor 0 ota flals svtd vil wter COU. T . ,p%ce, , bY el' ".1 �'�- I public lea swa J owvLer- 79!� roft Tftjkc COS 1,FptAl"r V:Oft :Flcv- 1,39 ,ASlT4G pl-U rjtjcAi- C I TY CF AlUff, [i 0 MACH am pemi 117:Zg ZY Pumo memt— U4nf0MlPKRCML UCME STATE c"MIT9CAll ail'iLorA OR CmwACTwL.------- 14-Ta w IM LDO Ml— A7 SRS SKMS 4ms —MIMLS —DOPOSAL' s --CLMM —WMONG wc:4flw- ___j7LCOX DRA I M 577 ---YOTAL FIXTIM cma INSTALLATOOM OF PUMING AND MIXAMS A57 BE ON ACOWAPMM WITH 1WE MW RaVir MTROM OF 14TE SOUP-MM PUMOW CODL bEPARTMENT OF BUILDING PERMIT NO. 3797 CITY OF ATLANTIC BEACH, FLORIDA PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 19- PLUMBING Fee $ 11.00 Valuation $ This pemit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provision. of low. This is to certify tha umbing has permission to buildtO install 1 sink, 2 lavatorbs, 2 bath tubs, 2 closets, 1 water heater, 1 dishwasher, 1 disposal and J. washing MMine Classificati Owned b Block_1S/D 04#944,44--% Lot 3 House No 1814 Seminole Beach Road I I 00r-KTU 7 5 L I A 0/07170 According to approved plans which are part of this permit - 'InCACG i7- , t�'I NOTICE—ALL CONCRETE MvhL- AND FOOTt�;GS MUST Bv#&-- URINGI 000 1 SPECTED BEFORE PO PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE X 4—loo. 0 Building material, rubbish and debri z from this work must not be placed i�" public space, and must be cleared up and hatiled away by either contractor or owner. gill ba - na3li-a Building official. -------------------- FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER O.F ATLANTIC PE.4Cp A'DPL--iY:'r'T&F For, 0.4 irr, OVIO TRW jixg"Mc. 0CMUPATIONAL LrCrNSE Mo. Op 'w-,0-"-Ejzs 'B'4Tv Y.Y?;s a5f rs kw-ver --FLOCIR M?Xrps F.,,'XTtjRE cowa PLU-SMUNC AMO Ayf6T AE IN WIFN ME NO-IF FV.(v' ,. *1 SaVYWRN STAMP-CU DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO.- 3811 PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 8/17/78 19— Valuation$ Z& Fee $ 20.00 This perunit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisio,na of law. This is to certify that____Purf side Pools has permission to build a qwir per V1 Classification residential Owned b Lot Block____1_S/D___SM#9_ House No. IS14 Replinale Beach Rnad According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE M 0 Building material, rubbish and debris z from this work must not be placed in public space, and must be cleared up and hauled away by either contractor or owner. ':J*UC-' TL 2Qp COCK I., BuildiWg Offi-cQ CACG FOR OFFICE PERMIT 7 5'. -:5 1 6117M USE ONLY NUMBER DATE CONT:R'AJCTOR PLUMBING ELECTRICAL SEWER WATER FOR OFFICE U E ONLY Y. Date..............7/-/....19 ...... 131F// ' /7 CITY OF ATLANTIC BEACH Permit *.... ...............Fee Valuation $..... ........................... FLORIDA House #.....ZM(... ---------------------------------------------------------------------------- APPLICATION FOR BUILDING PERMIT ---------------------------------------------------------------------------- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors he submitted to this office so that licenses can be verified. D te--- - -----------------------------1 19,7 .... elephone No----_-------_------------- ---------- Owner----------111-111,012L------------eelw��'W,4 .............Address-I/J"/ Architect...................... ---------- ------ -----Address,................------------------------------------------Telephone No----------------_---------- Contractor Builder--- --------------0------------------------Address.---32 -------e&�Itcl elephone No.._YY6__�� Lot No----------3_------------------- Block No--------Z------------------Sub Division-_5c4ll',�t ----------- ................Zone................. treet----- -- - - -----....Side Between.....................................................and------------------------------------------------------StS. Valuation $_3v? -----------------For what purpose will building be used........................................Type of construction- Dimensions of Building------------------- - -----------------Dimensions of Lot---- ..............................................Size of Footings-------------------------------------- Size of Piers-------------_------------------Size of Sills__ --- ----- - -- ---- -----Greatest Sill Span in ft-------_------------------Type Roof..................................._ How will Building be Heated?----------------------------------___-----------------------Will Building be on Solid or Filled Ground?........................................ Size of Ceiling Joists-.----------------------------......... Distance on Centers........................................ Greatest Span---........................................ SO Size of Floor Joists--------------- -----------------_----------- Distance on Centers.. ........ ...............................-, Greatest Span............................................ IV Size of Rafters -- ---------- ------- --- - --------- Distance on Centers .... .................................. Greatest Span............................................ tv APPROVED This rectangle is to represent the lot. Locate the building or buildings in the CITY OF ATLANTIC BEACH right position. Give distance in feet from E3UILDING OFFICE all lot-lines and existing buildings. REAR L�T�INE Two copies of plans and specifications shall AUG 17 1978 1� be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. ';U Z 3. When steel is in place and ready to pour beam. 5,6 E. 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called forafter corrections are made. N FRONT OF LOT N In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said -work in accordance with the atta-11, specifications, which are a part hereof, and in accordance with the building �'ns of the City of Atl ..... ............... /....... .-e of Builder---------�72 ................ .. .....::;;==..................... Address...yzi. ...... . --------- Lreof Owner__---------------------------------------------------------4---------------- Address--------------------------------------------------------------------------------------------------- DEPARTMENT OF BUILDING 3806 CITY OF ATLANTIC BEACH. FLORIDA PERMIT NO.- PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 8/14/78 19 V,,.,ti,, 60.389 Fee $ 137 .47 This perrnit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify has permission to build a residential Classification s/f dwellinq __ Zone Owned by Al Tore. Tnn- Lot 3 Block_1 S/D SM#9 House No 1814 Seminole Beach Road According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 4—loo. 0 Building material, rubbish and debris z from this work must not be placed in public space, and must be cleared up and hauled away by either�cwWactor or owner. _P . i 947CX M0 I A d/I 4/7d Bilik154, Davl&OCAM 77 9', Bilfl*Off&LI 4/78 FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER L PLUMBING ELECTRICAL 5P VV=K WATER J FOR OFFI SE ONLY Date------------- r! CITY OF ATLANTI Permit #_394r4o...Fee Valuation $..... --------------- 'ju 7 FLORIDA House 7 CiTY OF ATL� ......... -------------- ,,NTIC MCH APPLICATION FOR BUILDING PERMI I *----------------------------------------------------------------------------- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date................�/ 19-7 %2� -----------------------------Z-----------------------V ----------- - —---------------- -IA2Cr�------------------------Address__114�_�-----(:1,1=_,4#_).....1�1 4�_Telephone No_!��F 0 Architect....C3-_iFk.A.4_P'_b-------------0 FP_.-M_..gv--------_---Address,...........................................................Telephone No.....----------_--_------ Contractor Builder_,417.,��/2_c------------- .................A d d r e s S.. /-.0-........ -----!�-4w.Telephone No,2--,- rp(�' �Lo No........--------- _�---------- ------Block No...----------------/-------------Sub Division-24710.4 40�1L.t 7......TZon------------------ V)02_ ' - -----kj...Street--- -------------------_-Side Between ------$Z--------------------and-----/Z��5 ......................Sts. Valuatio $3jrvcoo----------For what purpose will building be used__�-� 14----14M.d?fype of con ion--- .. . .. Dimensions of Building----4--- ...Dimensions of Lot- ------q- -_�A---/0.0------ Size of Footings-------- Size of Piers------------- ------f----I----Size of Sills------- --------------------GTeatest Sill Span in ft---------------------------Type Roof--- �_'c eic How will Building be Heated? 4T. ----------------Will Building be on Solid or Filled Ground?-.--,_i'd_ ------------ Size of Ceiling Joists--------- ------- ce on Centeprs ........... pat� pan-------------------------------------- n' -- ----- -- ----------- 19reat S Size of Floor Joists---------------------- --- . ......... 's stance on Center - ----- ----- --------- reate Span...---------------------------------------- -/4' Size of Rafters - --------- ---------- s - --------------------- Distance on Cent r -----------------, Greatest Span------------------------------------------- This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. APPRO Inspections required. CITY OF A-RANTVICe' 1. When steel is in place and ready to pour footing. "U11-DING C)F�p-18FA1011 2. When steel is in place and ready to pour columns and/or lintel. Z Z 3. When steel is in place and ready to pour beam. AUG 0 1 1978 �4 �A 4. When framing is completed. E_ 5. When rough plumbing is completed,and ready to V cover if�_,ZZ)4 6. When septic tank drain field or sewer is laid but before it _1J is cover 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LO' In consideration of permit give for d the work as described in the above statement, we hereby agrr work in accordance with h 'd p ifi ations, which are a parLthn eof, and mi c orda- regulations of the City, �.e ach. and s c ic '02 Signature of Builder-- .. ........ . . . ............. Address- -------------- Signature of Owne ....... . ........................... Address ........0�..............'#" C2 7y G_;_ AYLARM ElEAM WATER MNWCTO ON 0,0 .RGE LOCATI(IN hel ONUM,- ---------------- PLUMDW SUILMR OR TYPE OF SUILI)OW _L_aATj7 MM GMP CONS I STj No OF WATM CLOSET, LAVATORY & BAMM J_%X%sR STALL. DOEMC: (2 umlyv, Olt MMM STALL (6 MYS) ----SMM (WOW) PER HEM (3 UNIT _DAMIM (NO TH OR we nw am - SL%Maw., s 0 w (3 UNI TS) W-M simmit) a twiTs) .-89 OET 0 Umo Ts) --FLMH§NG RO M S I W (a UNg TS) __0M3OMTIGlN SOW a niAy C.3 UNpn�, __SM9(_' SfW-7RAP STAND (3 UNITS, _-COWMATION SOW & TpAy W/F= I)RSpOSAL� —,SMOCE SINK-P Trop Q UNITS) WIT t4 UMOTS) ---POT, SCULLERY -STW (4 UNITS) ONTAL tMOT OR aipooM C I MH T,� —URONAL, rOESTAL, SYPHON JET, —DENTAL LAVATORY C I tMo T) BLMUM (a UNITS) —DRIWOKS FOWAOM (4 UNIT) --UROMAL, MILL LOP f4 UNITS) 01&Mt%*R Q UNRIS) --MW STALL, WAMOff (4 UNITS) FLOOR MONS (I UMM ---URONAL TROU19H tEACH 2-". SMON Q UNITS) �Kf**W SRw (2 tj"TS) ___LMUIQNr* WMINE MES.) (3 L"TS) ___LxI.*M SOW W/FOOD M&STE GRINIMP __*4M SINK. EACH SET LF FAUCM (3 UNTS) (2 UN17s) A—LAVATORY (I UlMM --LYMATOt CLOUT, TAW-OPEMTEO -LAVATORY, MM, BEAUTY PARLCR (4 UNI TS) Q MOTS) —MATElt CLOSET, mu-onptam -LAVATORY, SAXONS (2 MOTS) (a UlMl TS) -LALMW TRAY 12 UNITS) 4 AGENDA COMMUNITY DEVELOPMENT BOARD CITY OF ATLANTIC BEACH March 20, 2001 7:00 p.m. 1. Call to Order 2. Approval of Minutes of Meeting of February 20, 2001 3. Recognition of Visitors 4. Old Business a. Application for Variance filed by John Meserve to reduce the rear and side yard setbacks to build an addition to a non-conforn-drig residence located at 2126 Beach Avenue. b. Application for Use by Exception filed by Atillio and Cathy Cerqueira to store boats and recreational vehicles on the property located at Lots 1 through 7, Section H. c. Application for Variance filed by Atillio and Cathy Cerqueira to erect a six-foot fence around the perimeter of Lots I through 7, Section H. d. Preliminary Subdivision Plat Review for FEdden Paradise. 5. New Business a. Application for Variance filed by Coalson Contractors, Inc., to reduce the rear yard setback to renovate the home located at 1814 Seminole Road. I b. Application for Variance filed by Chris Lambertson to reduce the front yartpll�1' setbacks of Lot 95, Saltair Section No. 3, to construct a new home. c. Review of Application for Variance filed by J. Malcolm Jones for an existing fence exceedinc, the six-foot height limitation at the property located at 161 Beach Avenue. 6. Reports and Announcements 7. Adj ournment 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 Community Development Board March 20, 2001 Page 5 Discussion was held with regard to the natural drainage ditch 'in Lot I at the intersection of 14'h Street and Tulip. Mr. Nichols stated that the drainage would be maintained at this location. Mr. Worley advised that the lots proposed by Bestcon are smaller than required by new subdivisions but are slightly larger than the lots that were originally there. He stated that the lots would be slightly larger than 5 0 feet by 100 feet. He further stated that the minimum requirement for lots 'in t1iis zonmig district is 50 feet by 100 feet so the lots will exceed that requirement. Mr. Worley said that this is a replat, not a new subdivision. Mr. Worley stated he would withdraw his recommendation to connect Tulip Street. Mr. Gulliford moved to approve the preliminary subdivision plat review with staff recommendations. Mr. Frohwein seconded the motion, which passed by unanimous vote. 5. New Business a. Application for Variance filed by Coalson Contractors, Inc., to reduce the rear yard setback to renovate the home located at 1814 Seminole Road. Mr. Peter Coalson introduced himself to the Board. Mr. Coalson stated that he prepared a set of drawings for a renovation of an existing residence at 1814 Serninole Road. He stated that at the time he drew the plans, he noted on the survey that the structure was non-conforinmig. He advised the owners that that the structure had to maintain the existing footprint and the modification of the building could not be extended. Mr. Coalson requested that he be allowed to rebuild the structure on the footprint that currently exists. He stated that this structure was not grandfathered in since it was not permitted. Discussion was held with regard to the work Mr. Coalson would be performMig on the home. Mr. Frohwem* stated that covering the patio area was enlarging the non-conformance. Mr. Coalson advised that he plans on tearing down the foundation. Mr. Frohwein stated that the encroachment into the rear yard setback is 2.5 feet. He asked Mr. Coalson that if it were an issue with the Board that he is 'increasing the non-conformance by adding the structure, would it be conceivable that he could cantilever the roof out? Mr. Coalson responded that it is structurally and economically conceivable but their desire for requesting this variance is that upon purchasing the home the owner assumed that the structure represented a legal structure and therefore an addition off the side would be something that they could do at some time. Mr. Gulliford moved to grant the variance as requested. Mr. Frohwein seconded the motion. Mr. Wolfson asked Mr. Coalson if there was a way to get the same square footage and accomplish what the applicants want by widening the room? Mr. Coalson responded that the room is only 10 feet 9 'inches wide and if it is reduced by 2.5 feet, the room could not be used. Mrs. Walker stated that she is concerned about the existing portion of the home being taken down to the foundation and being rebuilt. Mr. Frohwein added that he was concerned with the large amount of mass that is being added by the patio roof even though it would not project any further to the rear. Mr. Coalson stated that the use of the porch was needed arid when the Phillips purchased the home, they assumed that they would be allowed to improve their property based on the existing structure. Minutes of Community Development Board March 20, 2001 Page 6 Mr. Frohwein asked Mr. Worley if the Board were to grant this variance, is there any reason that the applicant could not change his mind and close the room in without requesting another variance? Mr. Worley responded that setbacks are measured to the vertical supports of the roof of the building so if the Board grants a variance, it is to the post that is supporting the roof. He said that if the applicant came in at some future date and wanted to enclose that area, he would not view that as violating the variance that is granted. Mr. Worley further stated that if the posts were set back to comply with the setback of the roof, it could overhang. Mr. Coalson stated that he felt this-W as reasonable. Mr. Frohwein offered a substitute motion to grant the variance to allow this owner to demolish and rebuild this addition with the dimensions as currently existing as of this date which would disallow any additional structures including the vertical posts for the proposed patio cover and the provision that the patio posts conform to the setback lines. Mr. Gulliford seconded the motion, which passed by unanimous vote. b. Application for Variance filed by Chris Lambertson to reduce the front yard setbacks of Lot 95, Saltair Section No. 3, to construct a new home. Mr. Chris Lambertson introduced himself and stated that he is requesting a front yard variance to save a magnolia, oak and pm' e tree. He stated that U'l 1990 a variance was granted to reduce the rear yard setback to five feet for the purpose of saving the trees. Mr. Lambertson stated that since the three trees sit night on the property luie, they bumped out the proposed home in those areas. However, he said that in order to do this they had to move the house forward because of the odd shape of the lot. He said that this variance will affect the neighbors in a positive manner in that they are moving the house away from the neighbors behind, as well as saving the trees which would create a buffer. Mr. Lambertson further advised that there is a 25-foot night-of- way between Seminole Road and the front of the house so there would still be 40 feet between Seminole Road and the front of the house. Mr. Worley clanified that the original variance was granted to allow for a single family dwelling to be constructed. He stated that this is a substandard lot so a variance was needed to build a house on it. He further stated that the variance provided for a 5-foot rear setback. Mr. Worley clanified.that under the previous variance, the rear property line was considered the east boundary line which backs up to the platted lots. Mr. Worley clanified that the applicant is seeking to shift the house forward to 7.5 feet from the rear rather than five feet and encroach the front by 5 feet rather than provide the 20 feet. Mr. Worley further stated that the original application was abiding by the 20 feet but it was closer to the rear lot line and encroaching on those trees. Mr. Wolfson stated that if this Board grants the variance,the Board is allowing the house to be moved five feet closer to the front yard setback. Mr. Lambertson advised that the proposed home would be two stories. He stated that he thought it would be too intrusive to build a 3-story home, plus it would destroy the magnolia tree since the Limbs come out so far. Mr. Wolfson stated that he feels that Mr. Lambertson has done the minimum to diversely impact this particular lot. Building Department 904-247-5805 P. 3 RECE11 APPLICATION FOR VARIANCE rEB 9 0 ruul City ot Aii,,i,,ic Beach NEXT MEETING DATE: 3 - zo-oi FILING DEADLB"jloinva Tiqk-L 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 Our THE STRICT LETTER OF' THE CODE. Applicants Name Owners Name Address Address �L-� A+1GLn41C- ,-LaCkN , City, State , Zip City , State , Zip Telephone :-aAAC Telephone : OAS �1(-)q I Street address and legal description of subject property; Note : Cop), of deed and survey or plot plan indicating proposed construction must he attached . C>ck Ua. 1-'< Vc\ot r -pn fxQ Z:)C- +K-Z C A D wr-1 CL- Zoning classification of p rope rt Y : Section of code from which variance is sought : Describe variance requested : Supporting data which should be considered by Board : C "Fni-z VARIANCE , THE, UNDEPSIGNED MAP SHOWING BOUNDARY SURVEY OF LOT 3, BLOCK 1, SELVA MARINA UNIT NO. 9, AS RECORDED IN PLAT BOOK 36, PAGE 20, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: JOHN M. PHILLIPS BARBARA A. PHILLIPS STEWART TITLE GUARANTY COMPANY RICHARD T. MOREHEAD, P.A. LOT 4 BLOCK 1 N 89'57'19" E 100.00' (PLAT) FOUND 1/2- IRON PIPE N 89*59'37" E 99.62' (MEASURED) FOUND 1/2- IRON PIPE NO IDENTIFICATION ,-0.1' NO IDENTIFICATION o.o,---1 0.11 x AIR -4 CONDITIONER PAD WELL. ZI z 25.4! 45.8' LLI an....i. 2 Ir: (A F— LLJ < Lj (n 0 CL ...... . 0 < 0 Ld 25. 0 C� OD 0) LLJ 0 LOT 26 1: LOT 3 4m IR POOL 0 BLOCK 1 BLOCK 1 N o UJI UJI . ... 04 04 ....... E.X 0 9 0 4 A i.. 0 N N ONE STORY 4 0 'A P ...... 0 C) ......299 MASONRY an.......a -i V) 0 .........a N POSTED # 1814 'In a z z ..... ........ 25.5' ..a ....nou 45.8' x 0.4L- ND 1/2- IRON PIPE FOUND 11V RON PtPE'l'--OX 89*59'37" 100.01' (MEASURED) NO IDENTIFICATION NO IDENTIFICATION < S w S 89*57'19" W 100.00' (PLAT) LOT 2 BLOCK 1 j V) co ,6 SATURIBA DRIVE (100.0' RIGHT OF WAY) NOTES: ACCEPTED BY: LEGEND: R = RADIUS —X—X= FENCE I = I FNr,TH = r.nNr.RFTF CITY OF �6 1-4 Office of Building Official REQUEST FOR INSPECTION Date 9.,2.5. ol- Time A.M. Permit Received PM 1,274 eymwoce- Job Address Locality Owner's <t; I I?<; —Contrac1m BUILDI CO�CRETE ELECTRICAL PW IN ,�CHA�Nl r ming. E,1 Footing El Rough Wiring E Rou Re Roofing El El D Slab El Temp Pole El Top ut 1:1 Heating Insulation 0 Lintel D Final 1-1 Se r Fire Place El READY FOR INSPECTION Pre Fab Mon. Wed. Thurs. Friday Inspection Made Ile A.M. Inspector— �Final In�pection Certificate of Occupancy E Date -09 73 ) CITY OF 4&a#t& B" 7r Office of Building Official 9 6 REQUEST FOR SPE N Date 5- 2- -0 Z-- Permit No. Time A.M. C, Received RM. —C, 'y Locali y Owne � _;;r Name,(– �Y,4 4�— Contractor 'E CHA ICAL BUILDINq>__., CONCRET (LECTRIdAL PWMBING _HA ICAL Framing Footing 11 Rough Wiring Bough Ej Air Con&-&-� Re Roofing Slab 1:1 Temp Pole Top Out El Heating Insulation El Lintel 0 Final 11 Sewer 0 Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. CFridjay --(: P.M. A.M Inspection Made P.M.' Final Inspection El Inspector Certificate of Occupancy 0 Vt P Date CITY OF 513 Lo —C) S-?3 4&4#94-0 Be4CA- Office of Building 0 'al REQUEST FOR INSPE N C5 9-Z,, Date Permit No. Time A.M. Received RM. 0 Job Address Locality Owner'S Name �OS Contractor y BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing E Footing El Rough Wiring D Rough Fj Air Cond. & El Re Roofing El Slab 11 Temp Pole El Top Out E Heating Insulation >< Lintel Ll Final El Sewer 1-1 Fire Place E P READY FOR INSPECTION Mon. Tues. Thurs. Friday A.M. Inspection Made P.M. Inspector Final Inspection 0 Certificate of Occupancy E Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, F1 32233- Tel. (904) 247-5826 ROOFING PERMIT PERMIT INFORMATION LOCATION INFORMATION -Pernlit Number: 23940 Address: - 1814 SEMINOLE ROAD Permit Type: RE-ROOF ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):3 Block- 1 Section: Square Feet: Subdivision: SELVA MARINA-UNIT.9 Est. Value: Parcel Number: Improv. Cost: 4,750.00 j OWNER INFORMATION Date Issued: 4124/2002 Name: PHILLIPS Total Fees: 53.00 Address: 1814 SEMINOLE ROAD Amount Paid: 53.00 ATLANTIC BEACH, FL 32233 Date Paid: 4/24/2002 Phone:- (000 )OMOOOO Work Desc: REROOF CONTRACTOR(S) APPLICATION FEES - KIMBERLY M. HOUSTON ROOFING INC. 53.00 if .. ..... --- PRO MINIX NOTICE—1. - 16 A ItPECTION BUILDING MATERI IC-SPACE, AND MUST BE CLEARE WN 5%1 4��E__ "FAILURE TO COMP IN THE PROPERTY OWNER PA ISSUED ACCORDING TO APPRO ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE Oper: CHERYLE Type: OC Drawer: I Date: 4/24/02 al Receipt w: 52985 14 PERMITS-BUILDING 1 $53.60 CITY OF ATLANTIC BEACH 1814 SEMINOLE ------- CA-f"— $53.00 Trans date: 4/24/02 Time: 15:28:09 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date Ake Heated Sauare Footage (�X @ $ iper sq ft = $ Garage/Shed @ $_per sq f t = $ CarDort/Porch @ $_per sq ft = $ Deck @ $_per sq f t = $ Patio @ $ 'Per sq ft = $ TOTAL VALUATION : $ C-) $ Total Valuation 1 s t $ 6-C $ 90 Remaining Value $,�-. E)'per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ 1 Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ) RADON (HRS) . 0050 $ SECTION H PAVING $ HYDRAULIC SHARES $ CROSS CONNECTION $ ) SURCHARGE . 0050 OTHER GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Kechanical -Plun-Lbinq Electric/New Electric/Temp_; SwimmingPool . Septic Tank Well Sign Finish Floor Elevation Survey_ Other CALCULATIONS and/or NOTES : X vjr�' FlIVED APR 2, 3 2002 BY: ............ ................ ....................... City of Atlantic Beach a 800 Seminole Road 9 Atlantic Beach, Florida WJ04465V E 1) Phone: (904)247-5800 FAX(904)247-5805 e http://www/ci.atiaMIYAgo TIC BEACH FFICE PERMIT APPLICATION FOR ROOFING APR 2 3 idu� JOB LOCATION OWNER OF PROPERTY PHONE CONTRACTOR_ v)-lwt� _j CONTRACTOR ADDRESS .J�[_ U _16t K ZIP__3 CONTRACTORS LICENSE NO. PHONE# -4 9! SCOPE OF WORK. 30 CCL L DECK SLOPE GREATER THAN 2 : 12 LESS THAN 2 : 12 ACTUAL -0 VALUATION OF WORK $ PRODUCT NAME, & EM TO BE USED jAhM ?)0 �JVL ASTM DESIGNATION(S)_ REQUIRED INSPECTIONS SHEATHING FINAL LIBILITY INSURANCE POLICY SUPPLIED- YES NO WORKERS COMP. POLICY SUPPLIED I'v/ YES NO CONTRACTOR LICENSE SUPPLIED vl_�YES NO gpy Rebecca J. Houston 'C0mWss1on#GC$53969 OCCUPATIONAL LICENSE SUPPLIED YES NO 43" Expires Aug. 22,2003 '7 Bonded Thm #Is Atlantic Bonding Co.,Inc. GNATURE OF OWNER �ks I ��U- Rebecca J. Houston SIGNATURE OF CONTRACT R #00 953969 Expires Z. 29,2003 Thm SWORN TO& SUBSCRIBED BEFORE ME TIES J9�-�Y OF -ding Co.,Inc. AS TO OWNER NOTARY PUBLI'��"a"'O'w AS TO CONTRACTOR NOTARY PUBL�F-o D U A'C.'e�!t 1�go Q ;CF MT RAN=POFM 40 OF C:3Ai;;WE.NCzME; F5 713.13 Book, 10453 page 485 rn to:(enclose self-addressed starnped envelope — e: 5 MIN. RETURN Doc# PoOgA11793 ')C, - 'Book: 104-j3 ress: PHONE :#: Pa @: 485 Filed & Recorded Instrument Prepared by: 04/2-2/2002 03:59:48 PK JIK FULLER CLERK CIRCUIT COURT le: DUVAL COUNTY TRUST FUND $ 1.00 1ress: RECORDING $ 5.00 perty Appraisers Parcel Identification SPACE ABOV�_ I.ME FOR pROCESSING DATA SPACE ABOVE THIS LINE FOR RECORDING DATA NOTICE OF COMMENCEMENT i ax Folio No. Permit No.- Slta-ta OfFloidda County 0 no-ilce that linprovements will be made to certain mal property,and In accordance with chaPtzy The undersigned hereby gives 713 Ct tMe Florida SLItlit6s,ft's 1��llcwing Injernation is provided In this NOTICE OF COMMEMCF-MENT. f/ - I / -(-L)� , - , I W/ 1 -4 It Z- Legal descriptionproperty(include Strapt Address,it avaRi able) c General descriptio f rOvemen s P Owner's Name Address C- 'lot) Owner's interest in site of the improvement /y,C Fee Simple Title holder(if other than owner) Pho e: Fax: jAddress Ccintract.or h ne: Fax: Address Pho-ne- Fax: E'urat'l Amount of bond$ Address Lander`3 Name Phone: Fax: Addrass: pC-r3cp,3 .n tii�.q Stes of Ficrida designated by owner upon whom notices or other documents may be served as pro x vidad�y Section 713.13(l)(3)7,Florida Statutes. Name Phone: Fax: Addirass in addition 10 himself, owner designates Phone: Fax: Of to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b),Florida Statutes. I Expiration date of Notice of Commencement(the expiration date is 1 year from the date of recording unless a different date is specified) Z�/ Printed Name of OwRer S Signature of )wnes I hm relied upon the foil Call f�4 Afr g1w on 0 e kgittL le Cj 08AMEMONER W- 01 SaftyPdaft-90ft of Flodda ") aam i roobw ion I&MW 10 Swam ore day of 96 It RF-CET V D IR APR 3 2002 City of Atlantic Beach 800 Seminole Road 9 Atlantic Beach, Florida 3M5j-*j6&5V EZ Phone: (904)247-5800 FAX(904)247-5805 9 http://www/ci.atla&Pk%tM'IC BEACH k� FFICE PERMIT APPLICATION FOR ROOFING �J ��J'."L' JOB LOCATION OWNER OF PROPERTY PHONE#— CONTRACTO '4' CONTRACTOR ADDRESS zip_2 CONTRACTORS LICENSE NO. PHONE # SCOPE OF WORK.... 3S q 91)�4 CCI,L-- DECK SLOPE GREATER THAN 2 : 12 LESS THAN 2 : 12 ACTUAL -'r) VALUATION OF WORK S PRODUCT NAW &MATERIAL het(0 TO BE USE ASTM DESIGNATION(S) REQUIRED INSPECTIONS SHEATHING —FINAL LIBILITY INSURANCE POLICY SUPPLIED- -YES NO WORKERS COMP. POLICY SUPPLIED YES NO CONTRACTOR LICENSE SUPPLIED ve YES NO Rebecca J. Houston COMMiftiOn#CC$53969 %.... ..... OCCUPATIONAL LICENSE SUPPLIED YES NO ExPires Aug. 22,2003 Bondod Thru i I Bonding Co.,Inc. VS—IGNATURE OF OWNER Rebecca J. Houston SIGNATURE OF CONTRACTOR 0-1-8w 0"G 953969 EX*w Mi. 28,2003 Bonded Thru SWORN TO& SUBSCRIBED BEFORE ME THIS �'�Y OF !wAtlantio Bonding Co.,Inc. AS TO OWNER NOTARY PUBLI 1C AS TO CONTRACTOR NOTARY PUBL;�?,pj U MQUACO FORM 409 ;CF-or,C--PMF--JCZWEXT page 485 .5 7-13.13 - Book 10453 ra to. (enclose self-addressed stamped envelope — a: MIN. RETURN Doc# 20M111793 nQ Book: 10-4 3 ress, -91? Pa I pe: 485 Fi ed & Recorded Instrument Prepared by, 04/22/2002 03:59:48 PM JIM FULLER CLERK CIRCUIT COURT le: DUVAL COUNTY TRUST FUND $ 1.00 ress; RECORDING $ 5.00 perry Appraisers Parcel Identirication SpACrj ABOV_=-j�-4IS LINE FOR PROCESSING DATA SPACE ABOVE THIS LINE FOR RECORDING DKTA NOTICE OF COMM ENCEM ENT Tax Folio No. PsrMit No— State of Florida County o notice that Improvements will be made to camin mal property,and in accordanc3 with chWef The undersigned heraby gives 1011rwing Injoramaon is provided in this NOTME OF COUVENCF—MENT. 713 of the Florida SlatuleS,t1`3 dress,it avaRi able) Legaidescriptio property(include Stra�qt Ad General description of vn rovernen Owner's Name io Address Owners Interest in site of the improvement Fee Simple Title holder(if other than oWnef) Pho a: Fax: ddress j(8;FDj2 Coltir '01 Fax: oil 0S 3 to h ne. Address Phone: Fax: Surstj Amount of bond$ Adddrsss Lander`3 1"jarne Phone: Fax: Address: F=CI-13 Wfthin the S'tata of Florida 6mignated by owner upon whom notices or other documents may be served as Pro- vided by Secton 713.13(l)(a)7,Florida Statutes. Name Phone: Fax: Address In addition to himself,owner designates Fax: Of Phone: to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b),Florida Statutes. is 1 year from the date of recording unless a different date is specified) 5 Expiration date of Nctca of Commencement(the expiration date Printed Na=of Owner ignature of owner I— relied on the foil of Affj*11/ 411- day of s,pd 7- 1 0I =Of 9611 t CITY OF Office of Building Official REQUEST FOR INSPECTION Date-3/l/ Permit No.. C;) Time A.M. Received Y:35 PM. 1131LI &�-- Locality Job Address Owner's Contractor lja,� AjorlcJ J�Vl&--,� Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 11 Footing 1:1 Rough Wiring 0 Rough El Air Cond.& El Re Rooting Ll Slab El Temp Pole F1 Top Out El Heating Insulation E Lintel D Final El Sewer El Fire Place El wit/ READY FOR INSPECTION Pre Fab Mon. as. Wed. Thurs. Friday G�:) A.M. Inspection Made 011/ PM. Inspector- Final inspection 0 Certificate of occupancy El Date �Dot3 3�6- Ll CITY OF 4&4a& BeazA-0;&u*44 Office of Building Official REQUEST FOR INSPECTIO Date Permit No. Time A Received M b dress f Locality Owner's 2MA Contractor 4jj�L�IN CONCRETE ELE&TRICAL PWMBING MECHANICAL Framing El Footing 0 Rough Wiring El Rough 0 Air Cond. & El Re Roofing 0 Slab El Temp Pole El Top Out 0 Heating Lintel E Final [I Sewer El Fire Place 11 Pre Fab READY FOR INSPECTION U. Wed. Thurs. CF:ri:d.,:y:) A.M. Inspection Made PM. Inspector— Final Inspection El Certificate of Occupancy 0 Date 3 ?4- CITY OF 4&a#t4-c Be"A-Qasida Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. N. "'00, Received PM. Address _,-'�ocality) Owner's —7 k ) Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL CONCRETI�, Framing 0 Rough Wiring El Rough El Air Cond. & Re Roofing 0 Slab Temp Pole 0 Top Out El Heating Insulation 01 Li I I El Final 0 Sewer El Fire�Iace Pre Fab READY FOR INSPECTION Tues Wed. 3 A.M. Mon. Thurs. Friday P.M. � �*vO 0/�— ��A Inspection Made PM. Inspector Final Inspection 0 Certificate of Occupancy D Date 0 CITY OF 4&4"40 fie4rit-0; -pipe Cliff ice of Building Off icAaI,� REQUEST FOR INSPE&ION Date Permit No. -2 t QL Time A.M. Received RM. q Job Ad ress /Locality Owner'r Name Contrac BUILDING CONCRETE ELECTRICAL PLUM MECHANICAL E Framing Footing El Rough Wiring E 11 Air Cond. & Re Roofing El Slab E Temp Pole El Top Out 1-1 Heating Insulation 1� Lintel E:, Final El Sewer F! Fire Place El Pre Fab READY FOR INSPECTIO Mon. r. Wed. Thurs. Fr y W. +01h I A. 2— Inspection Made P. Inspector Finallnspf' C rtr_ ,C.t.04 cc .4�� Certi icate o cc.pancy E Date 1-.25 -61 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 LOCATt INFORMATION. Permit Number: 21253 Address: 1814 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Permit Type: PLUMBING Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s); Block: Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION - Date Issued: 1/09/2001 Name: PHILLIPS Total Fees: 60.50 Address: 1814 SEMINOLE ROAD Amount Paid: 60.50 ATLANTIC BEACH, FL 32233 Date Paid: 1109/2001 Phone: (000) 00-0000 Work Desc: 114STALL PLUMBING 4 LARRY EAGUE AND SONS PERMIT W.5u lons rl-NAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 2 4 HOURS P-RIOR 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 IMPROVEMENTSK ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.---- Date: 1/10/81 01 Receipt: 81ROW7 DIECKS 92771 AQ�NTIC B CH UILDING��- CITY OF ATILWTIC BMZ�CH APPLZCATlaY -ro-R PLUMBING P4-.7zj�fjm 70N: %,.-B LCCAT� OWNER OF PROPER'A'Y: --TELEEPHIDNE N04g�i UkCTOR ?LLTM-:z-lN:3 CON'2P WRY TEMUE FUMBING CONTRACTOR' S JDDRZSS-!��,la ST TE LICENSE 'NUM-EER: CFC056776 T E L E P H ON E HOW MANY- OF THE FOLLOWING FIXTURES INSTALLED SHOWERS LAVATORY. WATER HEATERS EATH '-'"U3S DISHWIASHERS NP -'-RIN LS ZA D I S POSALS CLOSETS WAS"r-ING M�CHIINE 7LOOR DRAINS SHOWER PANS SE WE R WATER REEPIPE OTHEFF, TOTAL FIXTURES: x *3. 50 $15. Co MINI�MM PEP.MIT; FEE - $25. 00 SIGNATURE 0-7 OWNER:— SIGNATURE OF CCNTPA --------------------*----------------------------------------- INSTALLA-TION OF PLTJ`MBINC- AND FIXTUPLES MUST B--;;' ��.N ACCCRDANCE WITH IiE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUT,!:-:iINC- CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904.1 24-7-5826 SEWER CONNECTIONS t-rjST BE CALLED INTO PUBLIC WORKS FOR INSPECTION' PRIOR TO COVERING UP - (904; 247-5834 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 MIT INFORMATION - N-F-6-R-M A Tg�--g LOCATION I _1014—�:_iLMINULE ROAD 1,Permit Number: 23178 Permit Type: ROOM ADDITION ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):3 Block: 1 Section: Square Feet: Subdivision: SELVA MARINA UNIT 9 Est. Value: L-Parcel Num-bef: Improv. Cost: 21,880.00 OWNER IN MA Date Issued: 12/19/2001 Name: PHILLIPS- Total Fees: 180.00 Address: 1814 SEMINOLE ROAD Amount Paid: 180.00 ATLANTIC BEACH, FL 32233 Date Paid: 12/19/2001 P 1,01 nm QQ)000-0000 Work Desc: CON T FA CO i I� ijtTFON FEE I NEW WORLD SERVI 180.60 Al _k,X -k7 FOOTING lj, FRAMING R� NOTICE- I EcTio txk�, T14,14 TO IN,9PECTION BUILDING MATERIAL, RQ�BISH RIS FR )f Q4 T NOT II$45UBLIC SPACE, AND _p MUST BE CLEARED P A 04W . - I., V "FAILURE TO COMPLY ULT IN THE PROPERTY OWNER PAYI R -- --------- ISSUED ACCORDING TO APPROVED PLAN PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE-PROVISIONS OF LA W&H 14 ATLA-N-rfC BEACH BO DI DEPT. Dite: 12/28/61 61 Receipt: W1821 DIECKS 5447 ot Book 10246 Page 135 Doc# 200,13036:Lo Book.- 10246 Pane� 135 Fi & Recorded 11/30/2001 12:09:49 PH NOTICE CF COMMENCEMENT JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY TRUST FUND S 1.00 70 VVHOM 17 MAY CCNCERN: COPY FEE $ 1.00 CERTIFY $ 1.00 RECORDING $ 5.00 Tne undersigned hereby 'nfarms all ccncemed that improvements will be made to certain real properhl, and in accardanc= with Section 713.13 of the information is stated in h is NOTICE OF CONINIENCENIENT. (-Iodda S'�atutes, the following rty /0 7- -;? -771 2 General Cescripticin of Improvements e Owner A/ Address: Owner's interest in site of I improvements: Fee Simple Title Holder(if other than owner) -Name Address IV ContraCtor Address lu-e_ Surety (if any) Address mount of Eand Name of person within the &2te of Florida designated by owner upon whom-notice's Or Other documents may be served: Name Addre In addition to himself Owner designates the fallowing person to r'ecaive a copy of the Leinar's Notice as provided in'Sect�an 713.1 3(l)(F), Florida Statutes. (Fill in* a,t O%ivneS Option). Name Address- DARLENE TORRES NAVARRO Notary Public State of Florl6a MY.cOmM, ex�* Dec. 25, 2002 er Sworn to and sU%'.TscT_nP8dqW#rq_Pne this cp- day of.. QL42 L-O- 7,JAU, CITY OF ATLANTIC BEACH PERMIT CAL7 HEET A7ION So� Address— f A.)61- C AP Date Heated Sauare Footage p e r s a Garaae./Shed sq Ca r v o r P o r cti er Scr D e cl%- p e r s,.; per sq f t P-:--t i TOTAL VALUAT I C'J.- Total VaIll-i-Rtion is t 6-$� 11- --)- 0 PY 0 Remaining Value Der thousand or -,ortion thereo-f TOTAL BUILDING FEE IS + 1/ 2' Filing Fee 0 Firepiaces @ $15 , 00 BUILDIN�G' PERMIT FEE If WATER IMPACT FEE dy SEWER IMPACT FEF WATER METER/TAP CAPITIRL iMPROVEMEN771F S E W E R, T!"k P RADON ( FIR SECTION H PAVING HYTDRAULIC SHARE�S CROSS CONNECTION SURC.HARGE . 00 0 rfH E R GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES: Mechanical—; Fiectric./New ElectrlciTemr, I n a P Tank e I S 1 an Finish- Floor Elevation Survey other T CAL JJATIONS anc/ or NOTE":: : RECEIVEE, CITY OF ATLANTIC BEACH uclw' 0 6 PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS, MOVING, DEMOLITIONS Atlantic Beach Owner(s) /1 aA/ ard Zonl Job Address Phone Lot# Block or Unit# Subdivision 6�-J-P,4 -ff—dAw'.4 Contractor OEW wot,&h StateLicense# Address 1101'� NAE Phone 90A�- city 1pteytuk State FLO&t4N Zip -3-2-2-1?-� Describe work to b"ne le X /0 Present use of building 7Z+ All, Valuation of Pronosed Construction Proposed usE )?C.�IlgeAV-41- lfg Is this an addition? Ve_%g If yes, what are the dim ions of the added space: le. ft. x 6 ft. It-li III -Y A20 om Will the added area 4e hea7tednd cooled? New electrical (or increase) New plumbing fixtures? NZ fireplace? New Heat/AC? SUBMIT THREE (COMMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/ CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. N WNER dO // -)L Signature of 0 Date: Signature of CONTRACTOR (1; Date 0 STATE OF FLORIDA COUNTY OF DU I/A L-, Sworn to'(or affirmed) and subscribed before me this :;I( day of 200 AS TO OWNER: Notary's Signature QXda4V ;114�)l4rZ4A, DARLENE TORRES NAVARRO �K Personally known Notary Public, State of Florida C3 Produced Identification My comm. exp. Dec. 25, 2002 Comm. No. CC789979 Type of identification produced Swo m to (or affirmed) and subscribed before me this (:PS day of 200 AS TO CONTRACTOR: Notary's Signature Qa6&,X t_ DARLENE TORRES NAVARRO Personally known Notary Public, State of Florida C1 Produced Identification My comm. exp. Dec. 25, 2002 Comm. No. CC789979- Type of identification produced Minutes of Community Development Board March 20, 2001 Page 5 Discussion was held with regard to the natural drainage ditch *in Lot I at the intersection of 14'h Street and Tulip. Mr. Nichols stated that the drainage would be maintained at this location. Mr. Worley advised that the lots proposed by Bestcon are smaller than required by new subdivisions but are slightly larger than the lots that were originally there. He stated that the lots would be slightly larger than 50 feet by 100 feet. He further stated that the minimum requirement for lots in this zoning district is 50 feet by 100 feet so the lots will exceed that requirement. Mr. Worley said that this is a replat, not a new subdivision. Mr. Worley stated he would withdraw his recommendation to connect Tulip Street. Mr. Gulliford moved to approve the preliminary subdivision plat review with staff recommendations. Mr. Frohwein seconded the motion, which passed by unanimous vote. 5. New Business a. Application for Variance filed by Coalson Contractors, Inc.,to reduce the rear yard setback to renovate the home located at 1814 Seminole Road. Mr. Peter Coalson introduced himself to the Board. Mr. Coalson stated that he prepared a set of drawings for a renovation of an existing residence at 1814 Seminole Road. He stated that at the time he drew the plans, he noted on the survey that the structure was non-conforming. He advised the owners that that the structure had to maintain the existing footprint and the modification of the bulldm* g could not be extended. Mr. Coalson requested that he be allowed to rebuild the structure on the footprint that currently exists. He stated that this structure was not grandfathered in since it was not permitted. Discussion was held with regard to the work Mr. Coalson would be performing on the home. Mr. Frohwemi stated that covering the patio area was enlarging the non-conformance. Mr. Coalson advised that he plans on tearing down the foundation. Mr. Frohwem* stated that the encroachment into the rear yard setback is 2.5 feet. He asked Mr. Coalson that if it were an issue with the Board that he is 'increasing the non-conformance by adding the structure, would it be conceivable that he could cantilever the roof out? Mr. Coalson responded that it is structurally and econormically conceivable but their desire for requesting Ns variance is that upon purchasing the home the owner assumed that the structure represented a legal structure and therefore an addition off the side would be something that they could do at some time. Mr. Gulliford moved to grant the variance as requested. Mr. Frohwein seconded the motion. Mr. Wolfson asked Mr. Coalson if there was a way to get the same square footage and accomplish what the applicants want by widening the room? Mr. Coalson responded that the room is only 10 feet 9 inches wide and if it is reduced by 2.5 feet, the room could not be used. Mrs. Walker stated that she is concerned about the existing portion of the home being taken down to the foundation and being rebuilt. Mr. Frohwein added that he was concerned with the large amount of mass that is being added by the patio roof even though it would not project any further to the rear. Mr. Coalson stated that the use of the porch was needed and when the Phillips purchased the home,they assumed that they would be allowed to improve their property based on the existing structure. Minutes of Community Development Board March 20, 2001 Page 6 Mr. Frohwein asked Mr. Worley if the Board were to grant this variance, is there any reason that the applicant could not change his mind and close the room in without requesting another variance? Mr. Worley responded that setbacks are measured to the vertical supports of the roof of the building so if the Board grants a variance, it is to the post that is supporting the roof He said that if the applicant came in at some future date and wanted to enclose that area, he would not view that as violating the variance that is granted. Mr. Worley further stated that if the posts were set back to comply with the setback of the roof, it could overhang. Mr. Coalson stated that he felt this was reasonable. Mr. Frohwein offered a substitute motion to grant the variance to allow this owner to demolish and rebuild this addition with the dimensions as currently existing as of this date which would disallow any additional structures including the vertical posts for the proposed patio cover and the provision that the patio posts conform to the setback lines. Mr. Gulliford seconded the motion,which passed by unanimous vote. b. Application for Variance filed by Chris Lambertson to reduce the front yard setbacks of Lot 95, Saltair Section No. 3, to construct a new home. Mr. Chris Lambertson introduced himself and stated that he is requesting a front yard variance to save a magnolia, oak and pine tree. He stated that in 1990 a variance was granted to reduce the rear yard setback to five feet for the purpose of saving the trees. Mr. La-1----- Won the property line,they bumped out the propost )rder to do this they had to move the house forwarc this variance will affect the neighbors in a positive lom the neighbors behind, as well as saving the trees way bet, irther advised that there is a 25-foot fight-of- there would still be 40 feet between Semm* ol( Mr. Wor t to allow for a single family dwelling to be construct riance was needed to build a house on it. He furthe T setback. Mr. Worley clarified that under the previo the east boundary line which backs up to the plattec Mr. Worl use forward to 7.5 feet from the rear rather than an provide the 20 feet. Mr. Worley further stat oy tne 20 feet but it was closer to the rear lot I m* e and en( vil Lnose trees. Mr. Wolfson stated that if this Board grants the variance,the Board is allowing the house to be moved five feet closer to the front yard setback. Mr. Lambertson advised that the proposed home would be two stories. He stated that he thought it would be too intrusive to build a 3-story home, plus it would destroy the magnolia tree since the limbs come out so far. Mr. Wolfson stated that he feels that Mr. Lambertson has done the minimum to diversely impact this particular lot. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-97 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions,Renovations&Building Systems Department of Community Affairs Compliance w1th Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 6DOC-97 for additions of 600 square feet or less,site-installed components of manufactured homes,and renovations to single anqmuotamily residences. Alternative methods are provided to s by ze Zonn 60OB-97 olfikM-97 PROJECT NAME: 1 7- A/ BUILDER: _/T c��J AND ADDRESS: q/A],;/,. �,J/ PERMITTING LIMAT A- OFFICE: A C / ZONE: 1 112 113 7n- Half�, OWNIER�'-�j ._)) PERMIT NO.J JURISDICTION NO.: F-T-FT 1 1' 1 � /. A/ i t),% - SMALL ADDITIONS TO 7XISTING RESIDENCES(600 S4uare feet or less of conditioned area). Prescriptive requirements in Tables 6C-1,6C-2 and 6C-3 apply only to the components of the addition,not to the existing building. Space heating,cooling,and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building). Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS.Onlysife- installed components and features are covered by this form,BUILDING SYSTEMS Comply when complete new system is installed Please Print CK 1. Renovation, Addition, New System or Manufactured Home 1. 7-1,-)JV 2. Single family detached or Multifamily attached 2. 3. If Multifamily-No. of units covered by this submission 3. 4. Conditioned floor area (sq. ft.) 4. C> 5. Predominant eave overhang (ft.) 5. a 6. Glass area and type: Single Pane Double Pane a. Clear glass 6a. Sq. ft. sq. ft. b. Tint, film or solar screen 6b. sq. ft. sq. ft. 7. Percentage of glass to floor area 7. % 8. Floor type and insulation: a. Slab-on-grade (R-value) 8a. R= 0 1 i n. f t. b. Wood, raised (R-value) 8b. R= sq. ft. c. Wood, common (R-value) 8c. R= sq. ft. d. Concrete, raised (R-value) 8d. R= sq. ft. e. Concrete, common (R-value) 8e. R= sq.ft. 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 9a-1 R= sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R= ft. b. Adjacent: 1. Masonry (Insulation R-value) 9b-1 R= sq. ft. 2. Wood frame (Insulation R-value) 9b-2 R= sq. ft. c. Marriage Walls of Multiple Units* (Yes/No) 9C 10. Ceiling type and insulation: a. Under attic (Insulation R-value) 1 Oa. R= sq. ft. b. Single assembly (Insulation R-value) 1 Ob. R= sq. ft. 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 11. Type: SEER/EER: A- 12. Heating system*: (Types:heat pump,elec.strip,natural gas,L.P.gas, 12. Type: gas h.p.,room or PTAC,existing,none) HSPF/COP/AFIJE: 13. Air Distribution System*: a. Backflow damper or single package systems* (Yes/No) 13a. b. Ducts on marriage walls adequately sealed* (Yes/No) 13b. I hereby ce rtif th th IqN and spe ifications covered by the calculation are in Review of plans and specifications covered by this calculation indicates compliance complianmw!Vt I r with the Florida Energy Code. Before construction is completed,this building will be - ' %' 1-arM inspected for compliance in accordance with Section 553.908,F.S. C I t Idiqa VIV,trv'10' - -61 PREPARED BY: DATE: I hereby certify t is I i a wit QX Florida Energy BUILDING OFFICIAL OWNER AGENT: DATE: DATE: Revised 1998 14. Hot water system: 14. Type: A (Types:eiec.,natural gas,other,existing,none) EF: Pertains to manufactured homes with site installed components. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-97 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions,Renovations&Building Systems Department of Community Affairs Compliance with Method C of Chapter 6 of the Florida Energy Eff iciency Code may be demonstrated by the use of Form 6000-97 for additions of 600 square feet or less,site-installed components of manufactured homes,and renovations to single and mulfifam�y residences. Alternative methods are proviclejfora�ditions byuss,6f Form 60OB-,q7-w 60OA-97. PROJECT NAME: r1k)A/ BUILDER: AND ADDRESS: PERMITTI CLIMATE 0 FICE: -ZONE: 1 Af�4 1-t n c tr L D 2 3N OWNER: --. ' ;�/ ' I I I JURISDICTION NO.: "`�J �2L � 'd PERMIT NO. I I I SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of conditioned area). Prescriptive requirements in Tables 6C-1,6C-2 and 6C-3 apply only to the components of the addition,not to the existing building. Space heating,cooling,and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building). Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS.Only sife- installed components and features are covered by this form.BUILDING SYSTEMS Comply when complete new system is installed. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 1 2. Single family detached or Multifamily attached 12. 3. If Multifamily-No. of units covered by this submission 3. 4. Conditioned floor area (sq. ft.) 4. 222 5. Predominant eave overhang (ft.) 5. �Z: /:-7& 6. Glass area and type: Single Pane Double Pane a. Clear glass 6a. sq. ft. sq. ft. b. Tint, film or solar screen 6b. sq. ft. -sq. ft. 7. Percentage of glass to floor area 7. 0 Z 1�1_7_ % 8. Floor type and insulation: 11 n. ft. a. Slab-on-grade (R-value) 8a. R= <Q b. Wood, raised (R-value) 8b. R= sq. ft. C. Wood, common (R-value) 8C. R= sq. ft. d. Concrete, raised (R-value) 8d. R= sq.ft. e. Concrete, common (R-value) 8e. R= sq.ft. 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 9a-1 R= sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R= sq. ft. b. Adjacent: 1. Masonry (insulation R-value) 9b-1 R= sq. ft. 2. Wood frame (Insulation R-value) 9b-2 R= sq. ft. c. Marriage Walls of Multiple Units* (Yes/No) 9C 10. Ceiling type and insulation: a. Under attic (insulation R-value) 1 Oa. R= sq. ft. b. Single assembly (Insulation R-value) 1 Ob. R= sq. ft. 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 11. Type: SEER/EER: Al4p 12. Heating system*: (Types:heat pump,elec.strip,natural gas, L.P.gas, 12. Type: gas h.p.,room or PTAC,existing,none) HSPF/COP/AFUE: 13. Air Distribution System*: a. Backflow damper or single package systems* (Yes/No) 13a. b. Ducts on marriage walls adequately sealed* (Yes/No) 13b. os 14. Hot water system: 14. Type: /7 (Types:elec.,natural gas,other,existing,none) EF: Pertains to manufactured homes with site installed components. I hereby certifv=I I e I ans and specifications covered by the caklculation are Min Review of plans and specifications covered by this calculation indicates compliance cornpfian the !a Ccfde/ 2L with the Florida Energy Code. Before construction is completed,this building will be inspected for compliance in accordance with Section 553.908,F.S. PREPARED 135Y: DATE: I herebycerlit�y haf,�is I Rin g i the Florida Energ 9Qde. BUILDING OFFICIAL OWNER AGE DATE: DATE: Revised 1998 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-97 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions,Renovations&Building Systems Department of Community Affairs Compliance with Method C of Chapter 6 of the Flodda Energy Efficiency Code may be demonstrated by the use of Form 60OC-97 for additions of 600 square feet or less,ste-installed componenis of manufactured homes,and renovations to single and multifamily residences. Atemative methods are provided for adpito-sby use of/F4 B-97 r 600W. PROJECT NAME: -<�5 0 Ay i 1_16 A." BUILDER: AND ADDRESS: -PH iAj,!5:, PERMITTI T4_ CLIMATE OFFICE .4�42ONE: 1 2 3 OWNER: Q H AJ PERMIT NO.1 I I I I I I I I JURISDICTION NO.: " I _L__J SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of conditioned area). Prescriptive requirements in Tables 6C-1,6C-2 and 6C-3 apply only to the components of the addition,not to the existing building. Space heating,cooling,and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building). Prescriptive requirements in Tables 6C-1 and SC-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS.Onlysde- installed components and features are covered by this form.BUILDING SYSTEMS Comply when complete new system is installed. Please Print CK 12. CIA) 1. Renovation, Addition, New System or Manufactured Home 1. Z 2. Single family detached or Multifamily attached 3. If Multifamily-No. of units covered by this submission 3. 4. Conditioned floor area (sq. ft.) 4. 5. Predominant eave overhang (ft.) 5. 6. Glass area and type: Single Pane Double I Pane a. Clear glass 6a. sq. ft. sq. ft. b. Tint, film or solar screen 6b. :,,�sq. ft. sq. ft. 7. Percentage of glass to floor area 7. % 8. Floor type and insulation: a. Slab-on-grade (R-value) 8a. R= /9 2�_C lin. ft. b. Wood, raised (R-value) 8b. R= sq. ft. c. Wood, common (R-value) 8C. R= sq. ft. d. Concrete, raised (R-value) 8d. R= sq. ft. e. Concrete, common (R-value) 8e. R= sq.ft. 9. Wall type and insulation: a. Exterior: 1. Masonry (insulation R-value) 9a-1 R= sq. ft. 2. Wood frame (insulation R-value) 9a-2 R= sq. ft. b. Adjacent: 1. Masonry (insulation R-value) 9b-1 R= sq. ft. 2. Wood frame (insulation R-value) 9b-2 R= sq. ft. c. Marriage Walls of Multiple Units* (Yes/No) 9C 10. Ceiling type and insulation: a. Under attic (Insulation R-value) 1 Oa. R= c C_;0-3 sq. ft. b. Single assembly (Insulation R-value) 1 Ob. R= sq. ft. 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 11. Type: SEER/EER: 41 12. Heating systerl (Types:heat pump,elec.strip,natural gas,L.P.gas, 12. Type: gas h.p.,room or PTAC,existing,none) HSPF/COP/AFUE: 13. Air Distribution System*: a. Backf low damper or single package systems* (Yes/No) 13a. b. Ducts on marriage walls adequately sealed* (Yes/No) 13b. 14. Hot water system: 14. Type: /V 74 (Types:elec.,natural gas,other,existing,none) EF: Pertains to manufactured homes with site installed components. I hereby certify th the la d I I I tl vered by the calculation are in Review of plans and specifications covered by this calculation indicates compliance the �o compliance with t Ion, a 0 with the Flonda Energy Code. Before construction is completed,this building will be t' PREPARED BY: DATE: inspected for compliance in accordance with Section 553.908,F.S. I hereby certify lfhatt is b Idi is' h ithirthe Florida Energy o BUILDING OFFICIAU OWNER AGENT: DATE: DATE: Revised 1998 L PAGE 1 Date: 11/28/01 MANNING BUILDING SUPPLY LOG #: A0948 TRUSS DIVISION JOB # : I JACKSONVILLE Ialesman: HOUSE Pitch: 4/12 Customer: INTERCO DESIGN Job Name : INTERCO DESIGN ;Address : Address : 1814 SEMINOLE RD. ATLANTIC BEACH esigner: KS -------------------------------------------------------------------------------- I Left � Right lty � Span O.H. O.H. I Description ------------------------------------------------------------------------------- 1 18 ' 2 ' 21 Al 1 28 ' 2 , 21 A2 5 28 ' 2 ' 21 A3 7 Trusses 0 # of Hardware 0 # of I-Joist 0 - Piggy' s 0 - Jacks 0 # of Beams 0 # of Rim Board -----7----T-o-t-a-l--T-r-u-s-s-e-s R3 co F\) co Sol co cu co --A --j ---I U) co --q > C') n n n -0 C� CD rn --1 0 r- 0 2 .=Cb -n -1 -n -1 -M (D -I r m 0 CD co 0 0 0 0 0 0 r- cc 70 ;a Eg a a El a cl m C:) x x x m v) -P. 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Road John & Darbara Phillipo Pcar5ir: The permit application dated January 29, 2001 io being returned to you for the following rcaoorlo: Renovation of addition Cannot be permitted until addition hao been permitted. There io no permit in our recordo of thir, addition; 2. Addition encroachoo on the rear yard oct back by approximately 5 feet and will have to be approved by varianCe from the Community Development 130ard; 5. Plea5c oupply energy codc Compliance ohect wherl reapplying 5incerely, LQ CAII Don C. Ford, C.13.0. Duilding Official Enclooureo cc: John & Darbara Fhillipo City Manager CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 r-!1:j-�1:�-�,""',_P MIT INFORMATION LOCATION WFORmATION7 LL_ ER Permit Number: 23636 Address: 1814 SEMINOLE ROAD Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 .Class of Work: ALTERATION Township: Range: Boo*k: Proposed Use: SINGLE FAMILY Lot(s):3 Block: 1 Section Square Feet: Subdivision: SELVA MARINA UNIT 9 Est.-Value: Parcel Number: `QWNE Improv. Cost: _k)NFORMAT liate-Issued: 3/13/2002. Name: PHILLIPS Total Fees: 25.00 Address: 1814 SEMINOLE-ROAD. Amount Paid: 25..00 ATLANTIC BEACH, FL 32233 Date Paid:. 3/13/2002 . Phone: (000)000-0000 Work Desc: ADD,2 SUPPLY DUCTS APPLI TiON, CONTRA:CTOk(81 CA NICK'S SOLAR &AIR SYSTEMS PER-M1 T 25.00 �2:�:z ... ........... A 2-n 4 Z :X ;7�7' .i00, zz 0 -Mt- A; ffi ......... ........ ffl M x PER 4_ 0 . ..... 10^ ntll 4 -p NOTICI.- I ON ION BUILDING MAT E SPACE, AND MUST BE CLEAR "FAILURE TO C E PROPERTY OW :. .Z ............. -I�Hw P IS�SUEDACCORDING-T -W 4 -IS PE CT TO REVOCATION FORVIOLATION OF APPL _W_ _.N LOT I 'D _Ilifi .i A% A� Z 'ZZ-141%0 MAR Oper: DSHITH Date:--3/13/ 61 C eio 485 Total tender Total paysent -AT -f:PT. BffACH E3UiLDIN6 b- BUILDING AND ZONING fNSPcCTION DIVISION Cl7"' OF ATLANTIC BEALCH AI.TIC...,r oAID�3"jj APPLICATI N FOR MECHANICAL PERMIT --EA—LL-,N 1. IMPORTANT —,,�ppljcant to complete all �fams �n sact,ons 1, It, 111, and IY. LOCATION 51—#AW—u "Y C) OF WILDING 7- It. IDENTIFfICATION —To be completed by 011 Opplicants, �:. i F., d.;.q If, the 4?f'<h'J ai— �i d.p.ctl- 6.1 C He-. i Aoth! *'C— �Ixe r eeeqj�j L INKWAAMN A. Tp. i�..tj.j f..I; El. C2 8—*i. Is OTHFA CON3TRuCTIGN 3EINc oomc ON MIN AUILOtMG on 3ITX I 0 Gee—C: L? M.N-1 C3 C-0-4 Utility 0 oil IF Y-XS' GIVE NU14111EA OF CONSTRUCnax PEnMIT 0 cft-— Sp-jFy IV. wllcm�--AL iQuiruwfr TO u imrrALL�130 MATURE Of WORK II't aeA f?hl.F--I Residential of 0 CQMMarclai Meet Cl sp-ce 0 C3 C—t.11 C3 P— (3 Me-aultdinq C3 Al, C It-- M c-." 'K'E.101no SUIlding C6�1. srt.-: Thki—ee— C3 xI*IWq ,Y.tm Meet---F—itj C2 He- IN-sy.l�pr"-fy In.(Alfwal C: 0 EAten.lon at&do-on to..f.tim y.1— C3 C—II-q t--. C-P.-Ity oth.,— specify Fl— 'A.11— [3 S-1— Q 1A..41t C3 THIS 3FACS �Ok OP14C& UYA Oj4LY Cl Q-16. 1 1 0. re.h------ C3 LP-- pw-- UST ALL RqMPMENT AXK CoKnrnoKU4G AND &ZJrIUGE3ATjOrj XiQtjjpMV*fT ApprwrblLc XOd-L NuMbeir Ice'Aut-'eturer c=) A4"—r A— X-9 i xl=tbwr Tju1tA X-4-1'Tu—br