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Brista Del Mar 1965 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 82288 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT - Applicant to complete all items in sections (, ll, III, and IV. LOCATION Street Address: OF IntersectingStreets: twean 0 And WILDING . Subdivision II. IDENTIFICATION— To be completed by all applicants, 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 attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Nasse of Mechanical Contractors Contractor (Print) I/ W Master Name of Propory Owner V . Signature of Owner Signature of er A,utborisod Agent I WArchitect or Engineer Itt. 694LUL INFORMATION A, Typo of ting fwl: B. IS OTHER CONSTRUCTION BEING DONE ON Hactnc THIS BUILDING OR SITE? CT Gas-p LP ❑ Natural p Control Utility 1F YES, GIVE NUMBER OF CONSTR TION 0 ,00 PERMIT �QQ - f 5 I i I s II i II r II I' il 0002725 DEPARTMENT CF-BUILpiNta ' CITY Of:ATLANTIC BEACH F R!!IT' IN1"OIaT!lATICItIf - -- LOCATION INFORMATION IF�earpsit Ntamber s 2 2 Acyddra me: 19k65 L4R STA IAtE tlAR CIRCLEV4 "} Pot it Typos MSCRANXCAL ATLAI' TIC BEACH,, FLORIDA 32235 C Lawes 01 Work s New; LEGAL i7E�CR L�'T'IOI�i- Conatr. Type x Wow—,PRA"E Lott Black a w3ocst3 ten,x M Propamod Use, eklome, FAMILY Tarrnwhi'ps Rmap s 0 4 IA I.lits e a 1 Codex 0 Subidivialon s satdeaatet<d Values 00. 9 Iepr *0.00 s 'Tai r ' . 00 #50.00 t .rk vf NEW HVIM' 5 TON ,. e� NPs ^k1F Aq" I ON' PPiCgg. }u fiWJ PERMIT *504.00 . � > Addxe � to 0E.' HAR Cl�i,wl�r Ir1Ar IIrtI°'AI 7` FI~E �rt3, OD X v ia,e k xd a, c Ji CH, P ON�� � �_, Bt SEL: O* � a. - r At�s� a� �w�"a� ,� .mss 9� " e�, �I fiift METER sit#.00 "` 453x 4kk&` z RATION OAS-H.R.S. "" T I Ilf��t3RMA" 3H RADON CAS 5X *0.00 `«A ,*a A4r" MIA TER- Ai' 3.O# r !lddreewree s 356 Ox A,YEIIr us SEWER TAP *0.00 .QAC i XL.LE, FLORIDA G22t1 HYDRAULIC SHARE _*0.00 LMR e418r Y T` *pia t O RE-INSPECT" FEE �s *'6 0 3 tw OTHER i 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 1-N PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE O COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." WkIDATION , DATE., 07/16/90Y M ,ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJE EVOCATI VIC)LATI N OF APPLICABLE PROVISION'S OF LAW. mjmkx.l ATLA ; EACH BUILDING D MEIVT E. BUILDING, PLANNING AND ZONING INSPECTION DEPARTHERT CITY OF ATLANTIC BEACH, FLORIDA !, .' CERTIFICATE OF OCCUPANCY WORK SHEET X71 5 1 • � 1 Date Requesteds Building ContractorsP. j l. ,a• t',y',4' ,,��i Building Permit Numbers Address s Legal Descriptions 4%��G'.` !c' �'�,t 1 •� �, ,.z 1 Improvements to the above described property have been completed ! in accordance with the terms of that permit i and in. certilied to be ready for occupancy as Lowest Floor Elevations _ _ ___ y' rrequiredr rElm built�!`I, _n/a-- 14 11 Sales Tax Certificate: _ date submitted _ BEFORE ISSUING CERTIFICATE OF OCCUPANCY,•TfiE- FOLLOW lHU MUST BE COMPLETE 1 DEPARTMENT DATE NOTIFIM DATE APPROVEDs " BYs Fire Chief _ _-________ _ j __ �.�.._ _________ ... 61'111,, 1~ h'1 PublicWorks _______________ --------------- ______-__ Planning Director --------------- __.. ti -- Iw r ,r•V,� Building Inspector 'err X1..4' n ,. 1 1a•t.1, City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED; AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. _ BATHROOM GROUP CONSISTING OF _ SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) _WATER CLOSET VALVE __WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) I_BATHTUB/SHOWER (2) (�7sioi=� _ __URINAL I WALL LIP (4) ____SHOWER GROUP PER HEAD (3) _ _ _FLOOR DRAIN ( 1) __Q--SHOWER STALL DOMESTIC (2) _D _LAUNDRY TRAY (2) 3 LAVATORY ( 1 ) COMBLN�TION SINK AND 'i-RAY (3) __WASHING MACHINE (3) _v_POT, SCULLERY SINK (4) _ _ DISHWASHER t2) _ WASH SINK EACH SET OF - , FAUCET$ (2) KITCHEN SINK (2) __DENTAL �LAVATORY ( 1 ) ____KITCHEN SINK WITH WASTE GRINDER (3) __DENTAL 'UNIT OR CUSPIDOR (1) BIDGET (3) _ _URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) __COMBINATION SINK AND TRAY WITH __ _ - FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET -~BLOWOUT (8) _ __DRINKING FOUNTAIN ( 1/2> _LAVATORY, BARBER/BEAUTY SHOP (2) _ _LAVATORY, SURGEONS (2) 0-SURGEONS SINK (3) -----ICE MAKER ( 1/2) --1-J- 'WET BARS (2) TOTAL FIXTURE UNITS _ @ $20. 00 EACH $ !���v_______ JOB INFORMATION 0 -r A) t �r C bl I i 4 fira . CITY OF ATLANTIC BEACH 1 800 SENHNOLE ROAD 1� -��` ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034131 Date 10/23/06 Property Address . . . . . . 1965 BRISTA DE MAR CIR Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 AHU ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MCGUFFIN GERALD OCEAN STATE HEAT & AIR 142A MILL CREEK ROAD 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee 55. 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Expiration Date 4/21/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 55. 00 55 . 00 . 00 . 00 PERMIT is"PROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANITC BEACH ORDIN NcEs AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 £� TELEPHONE:(904)247-5800 ;? FAX: (904)247-5805 S SUNCOM:852-5800 http://ci.atlantic-beach.fl.us Date: Dear Property Owner: The costs to connect your building to the City sewer and/or water system are as follows: 3/4ev F9 Sewer Tap—Labor and materials to tap into sewer main $ Water Tap—Labor and materials to tap into water main $ 525.00 560.00 Water Meter—Cost of Meter $ Cross Connection Inspection—Inspection by Public Works to ensure backflow prevention $ 35.00 35.00 Sewer Impact Fees—Funds future expansion of the sewer plant $ Water Impact Fee—Funds future expansion of the water plants $ Capital Improvement—Funds for improvements, Expansion or replacement to water system $ 325.00 550.00 TOTAL COSTS -$ 85.00 1145.00 If you have any questions concerning these charges, please call the building department at 247-5826. Sincerely, Don C. Ford Building Official You must supply your own backflow preventer. 4 4 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027845 Date 3/08/04 Property Address . . . . . . 1965 BRISTA DE MAR CIR Tenant nbr, name 3/4" IRRIG METER Application description . . . IRRIGATION/SPRINKLER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ MCGUFFIN, GERALD R. OWNER 1965 BRISTA DE MAR CIR ATLANTIC BEACH FL 32233 (904) 242-7948 ----------------- --------------------------------------- --------- ----------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 3/08/04 Valuation . . . . 0 Expiration Date . . 9/04/04 ---------------------------------------------------------------------------- Special Notes and Comments OWNER MUST HIRE PLUMBER TO INSTALL A BACKFLOW PREVENTER AND MAKE THE CONNECTION FROM THE PRIVATE PROPERTY. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CAPITAL IMPROVEMENT 325 . 00 WATER CONNECT/TAP & METER 525 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 885 . 00 885 . 00 . 00 . 00 Grand Total 885 . 00 885 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM TI IIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS- ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW, 4d P, dew BUILDING OFFICIAL (� I \ o•S GBio ~,�.✓• s.��.t G� 'moo"Fri.+s . A I 1 fvl�+c. LaT � 9 ,t�v of c. Cv •� ��.: H CRT C1 iQNING OCE p� PR 2 41990 Budding and Zoning _o,��• � Vis• . . _ •�,tr-�� _ . :.: . _ .,. ��'bS 3ititi�4•�`'av o�.c„ i�'�•4. Cavi , ?ft, r r> J J � v CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) Date: Job Address: �,5 Owner of Property: Address: Telephone: e—<12-- 22�/D — Legal Description: lock Number: _ _Lot Number: Zoning District: 6AV,-vFk6: J,n� State License Number: _ &5d� � Contractor's Address: Telephone: �i �'�L��� Fax: Describe proposed use and work to be done: Present use of land or building(s): I ll Valuation of proposed construction: leal3o 06 What are the dimensions of the added space: feet x feet Will the added area be heated and cooled? New electrical or increase in service? I J New plumbing fixtures?---J�� '� New fireplace? New heating/air conditioning? Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. WilANO. is project involve changes in elevation, site grade or any.use of fill material or the removal of any trees? Applicant certifies that no change in site grade or fill material will be used on this project. �YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. YES. _Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed 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. (Lf not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 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.atiantic-beach.fl.us Page 1 Revised 1/14/03 CC: �. CITY OF ATLANTIC BEACH s1 BUILDING/ZONING DEPARTMENT L.Higgins s) 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5845 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application# 05 - 29 (p-1U Property Address: r)jf2l S T (D t Applicant: T V/--'k Cf-XL S`Jre�S Project: � )�� �? This permit application has been: [jl(p-�roved ❑ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by: H Date: '� - 10- 0 Is' CITY OF ATLANTIC BEACH SS - 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 {y INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029678 Date 2/16/05 - Property Address . . . . . . 1965 BRISTA DE MAR CIR Tenant nbr, name . . . . . . SCREEN ENCLOSURE Application description . . . SCREENED ENCLOSURE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1630 Owner Contractor ------------------------ ------------------------ MCGUFFIN, GERALD TROPICAL ENCLOSURES INC. 1965 BRISTA DE MAR 2072 MAYPORT ROAD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 242-7948 (904) 241-2298 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 1630 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. B&DING OFFICIAL lig addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal'description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. ' 3. if required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. 1 hereby certify that all i o ation provided with this ap I tion is correct. Signature of owner: l Date: 1 hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of the laws and . y 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 beprovided as required. Signature of Contra [n.-i Date: I—Z6 Address and contact information of person to receive all correspondence regarding this application (please print). /�ICf��L�iKCl4dClJSEd Name: 20-7-2 M ort Rd _ Mailing Address: Atlantic Bch., FL 32233 Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of c � , 201_( State of Florida, County of Duval ROY ROCKHOLD Notary's Signature: n Comm#D001211. II �pYPUyyExpires 512712008 = ❑,personally known L .�� Bonded thru(800)432.8254. ' ��.\\u\Florida Notary Ann., Produced identification Type of identification produced AS TO CONTRACTOR: 1 Sworn to and subscribed before me this ci day of State of Florida,County of Duval �_ --- n Notary's Signature: ��\\nanuu i' ROY ROCKHOLD a*'If, Comm#000121151 Personally known ,gr vUg Expires 5/27/2008 mtiteoota32-425a; ❑ Produced identification ,,,,,, Soncw Florida Notary AM.,Inc Type of identification produced -n\\\0-00-0-\\\\\\\\N\\\H\\\\\N\N\\\N 800 Seminole Road -Atlantic Beach, Florida 32233-5445 Page 2 Telephone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci:atlantic-beach.fl.us - Revised I/14/03 1 t, CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (ALTERATION S/ADDITIONS) Date: Job Address: /9615 ✓ S �—/,� Owner of Property: Address: � Telephone; ?�/Z Legal Description: lock Number: _ Lot Number: Zoning District: C�t ,,Tk6: Jim State License Number: Contractor's Address: Telephone: Z21� �� Fax: Describe proposed use and work to be done: ,e'�C�y Present use of land or building(s): Valuation of proposed construction: What are the dimensions of the added space: feet x feet Will the added area be heated and/cool-ed? i�2 New electrical or increase in service? New plumbing fixtures?---J��,'r� New fireplace?---�r� New heating/air conditioning? Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application Will is project involve changes in elevation,site grade or any.use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. 0/YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed 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 at: 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 AffidaNit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantii 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 Page 1 Revised 1114103 SORI/EY Of r ' Z07- &V .56Z VA NO,Q7,-- ' U.v/T Two, A5 RECa4oE0 /,v a.47 300K 40 , P14Ce9 37 .4/VO 37.4 aF 7,11E CMWR,-W/ PUBL/C 14ECOROS OF ZVW4 COc//17y, FLOR/Oq . CE.Q71.�/EO 7b: A4✓/O e.• ANO ANGELA ,('. WOAKti1,fA1 ✓R•: FiASr!/•vroN M0.P7r4GE (JA4ibl7.ITidN F/R1T 4A4eg1C oV 717ZE/NSc/RAVCE C+oMvAniY. �i4/STA z2E (50',CIPV) a� sauc/o//I�/RLU/PA9F N.89 008 '46"E. / 5.00 [•8 0 ro¢e H zS• 75.cry' '3 (tiotro i- K,. R " N /.t/GK LOT 90 t` /—STORY to ?R/CK n o v � IN m gyp, d I` A •J ' ZV //1'v,AW1 I6' 1 fk'•�'1 0 �je r 4I7I 1.Ito.(/ -4%- o.a ywrN r 89'08 46 W. 105.001 . LOT � o.c'seanv SE!V.4 ",44/A,14 !J,(//T A/O. /2• A P.B. 36 . iE e NO IMLI7ING RESTKIGTIO,N LINES Ay PER PLAT 61996 �;�' ` Building� and Zo ink �•�.P� ti 50UTHTECH , RVEYOR5. INC. 6801 ARLINGTON EXPRESSWA DUIDNG "B" SUITE 210 JACKSONVLLE. FLORIDA 32211 PHONE NO, 004) 720 - 0231 19(/-(oZZS I HEREBY CERTIFY tlapr Tres QClJNO A R y "VEY. PERFORMED UNDER MY KESFON516LE DIRECTION. MEETS THE HNIMUM TECMMGAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH GRAFTER 21M-6. FLA. ADMINSTRATNE CODE (PURSUANT TO SECTION 472.027. FLORIDA STATUTES). AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACHMENTS ON THE ON THIS SURVEY. SUBJECT PROPERTY EXCEPT AS SHOWN 5URVEYED OGT• /7 19w. CHARLES R. BASSETT JR. REG LAND SURVEYOR FLA. NO. 4591 I SOUTHTECH SURVEYORS. NG. L. 8. NO. 5G13y� MAKING DATUM BASED ON 0[47' Booz 40, *46es 37 A,vo 37 A FLOOD ZONECS) "X" AS BEST ASCERTAINED FROM THE FLOOD NSLF,"r RATE tw. COMMUNITY PANEL NUMBER /Z-007-4 000/0 DATED 6-7 FIELD BOOK NO., 7 PAGE(S)s 317 LEGAL N.-4. ORDER NO. /0- 90 -17 L. COMPUTER FUs_ N.A. AGAD rLE, N.A. SCALE- /"-.337 me No. 57-8Z 14L if N e. 14 F-IP-OqAV \4 i "Al FlU I LT HTD 7 T --A- �T -LT CIZ ------- Ev\j e IT cf)IYA C--)(-)F Y, N 0 V 6 1996 Building and Zol-JI.,19 CITY OF ATLANTIC BEACH PEST APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner (s) �-CIVNE Ty A. Address: (9(n5 &ZISTA DEL 11 A02- CIR-•Phone: 247- 44al Lot �`j Block or Unit # subdivision: SP-LV A NC 2 TE Contractoz:_BAL4A2D CP-EA-JjoNS�INC. C,DAV Gdm(-nD State License # C6c 05-Z'72- iL r44 '27$ S"?j► t7 Address. PA�' y E 2,�,-7 3 Phone No: Describe work to be done: PAT70 (2AC)M Present use of building: valuation of Proposed Construction: Proposed use: Is this an addition? AJO/ If yes, what are the dimensions of the added space; ft. X ft. Will the added area be heated and cooled? New electrical (or increase) ? New plumbing fixtures? New fireplace? New Heat/AC? SUSW T TF=Z (CO)+ WALIZAL) TWO (RESXDMMjAZ) COWLETE SETS OF PLANS, ZXCLU'DXNG 5XTE PLAN, suitvEY, ENERGY 00zW ronw, N07ZCW OF AJM OWNER/CONTRACTOR AF'FZDAVIT, IF OWMA X0 CONTRACTOR, Signature ONNDPC: , ti- - .`.bate: Signature CONTRACTOR: Date: License Supplied: P Liability Insurance: 0 (923��Ge'oE�ti j rpm Worker's Compensation insurance:: V„� / 'v t� ii �� 1996 �� n CUilding and Zoning CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address-/ .-�� Date Heated SquarF Footage -- P-@ S.— —per Six ft Garage/ Stied /�� la $ --per sq ft = _ r �. C a r I>o r t./I)o r c r_ r` id $ T.,P s c f t = a--------_r____- D e o k (@ per. Sq ft - a—------ Patio v��l i) __ ._____—_ __k'e r s q f t T&PAI: Total V 1luat.ion 1st $_,f_rJ _ �a Reda ning Value $�r7 per thousand ar portion thereof TOTAL BUILDING FEE $ -L,7U � + 1/ 2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ _ BUILDING PERMIT FEE S WATER IMPACT FEE SEWER IMPACT FEE S _ WATER METER/TAP CAPITAL IMPROVEMENT S SEWER TAP ( 1 RADON (HRS ) . 0050 SECTION H PAVING HYDRAULIC SHARES CROSS CONNECTION $ ( ) SURCHARGE . 0050 $� _ OTHER S GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank �; Well__--____; Sign_ Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : 77, , PSR 3_4 ~ r DEPANTMENT OF,BUILDINt3 CITY QF ATLANTIC BEACH =' P I T I1 F`f3 i T t ON -- ., , ... -- LOCATION INFORMATION -_--" r' t3. t be 'ta 129; 9 Address:. 96 BRISTA D9 MAR CIRCLE E' Type" SC81�EN .ENCILOSDB ATLANTIC C BF:ACEi, FL ?R IlA 32 2 13� cry irk»REMODEL ----_--- LEGAL 'DES CRIFTIgB clao C r tr. TT »fi t33 F'R�E Block:2 Lai»8 I? F�r�rpc�ed U sSINGLE 'F'mILX Secti+arl: ET Subd: Dwelling » ; subdiy si.an»SELVA MCIRTE Ee l vat '' 0 .00 tacryCost» �2��600.00 .A Pux ION _ �` ~ ^ — . APPLIChTION FEES flame ".. Ta ERA ' 2 CIRCLE 1'"LOR I D 4A °M ORAN� `ORIDA 32473 NC}TES NOTICE'---ALL Ct)N ll�1 E >rONM$i AND FOOTINGS MUST BE INSPECTED WORE POl.It PERMIT VO10 SIX MONTHS AFTER LATE OF ISSUE K' T N'O-T-3E PLA ED IN PUBLIC SPACE,ANa MU`ST,EE �MATBF'�ALRISH�ANI�DE�7R15�ROMTMIS WpR MUS G i. ARE£ .IJI AN1 131!1: D AW�!'�,I 1THR'.CQNTRACTOI OR QNER ` # A L.UF T�. PL ITH THE MECHANICS' 1 lEAI t�AVfi +CAN # ALT N ' "HE, PF `1l1' I; I ►YINi TWICE. FC1i E3lIL�"JI1+�G IMP ITS«s' A ISSUED ACC©RI31NCi Tt3 APPRQY ) PLANS WHICH ARE PART OF THIS PERMIT )%NO SUBJECT TO REVOW" #� %hOLATION 4F APPUCI#$LE P 31t1SIP,NS.&LAW, i2�& ! Aa, e?DE: i WIWI ATI. 'TIC BEACH 08UI4. ?I'0 EPARTM041 CITY OF ATLANTIC BEACH o.Ford Sit BUILDING/ZONING DEPARTMENT himb.Dimas 800 SEMINOLE ROAD „ ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5845 Oil 1 http://ci.atiantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application# Q S— -2-9 CD Properly Address: 1 aLoC5 13x215 Ttf� Db Yr11'cqZ C-liQ— Applicant: �55/G L-'OS'u4e'E-S Project:?� ,�j P4-y'1 This permit application has been: afior-o—ve—d ❑ Reviewed and the following items need attention: Please re-submit yo pplicatio hen these items have been completed. Reviewed by: «--'�-"�� Date: C1,)2 O.5- 1..:addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal'description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. ' 3. !f required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. 1 hereby certify that all i anon provided with this ap t tion is correct. Signature of owner: l C µ Date: � �� 6✓� I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws ana 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. 1 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 Contra [.rte Date: Address and contact information of person to receive all correspondence regarding this application (please print). �co�d'edeal�kclodur�ea Ike. Name: 220:72 Mayport Rd Mailing Address: Atlantic Bch., FL 32233 Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of ��,F� , 20(a. State of Florida, County of Duval ....................................... ROY ROCKHOLp Notary's Signature: Comm#DD0121151 F.,tp;regsnmoos ❑personally known OWWW thru(a00�32.4254 �( 'a.1295or FWideNotaryA �J Produced identification ���,.,.......N.NNN......N........NN � Type of identification produced, AS TO CONTRACTOR: Sworn to and subscribed before me this Z� day of c )A_0 State of Florida, County of Duval Notary's Signature: L ROY ROCKHOLD z Comm#DD0121151 ; e ,QYP Personally known `Ot p;re6 smizooa z ❑ Produced identification s Bonded thru(900)432.4254: LY a FWWa AW..Inc Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci:at'l_antic-beach.fl.us Page 2 Revised 1/14/03 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (ALTERATION S/ADDITIONS) Date: l r C }D Job Address: 196.5 Owner of Property: Alam .J��rr Address: L/,� Telephone: LLeegal Description: lock Number: Lot Number: Zoning District: Ae-aj : V*h „� State License Number: 6. Contractor's Address: Telephone: e ll_ � Fax: g� � Describe proposed use and work to be done: Present use of land or building(s): Valuation of proposed construction: What are the dimensions of the added space: feet x feet Will the added area be heated and cooled? _ New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will is project involve changes in elevation, site grade or any.use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑AYES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed 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-consiructior topographical survey or grading plan is required. (If not required, written verification must be provided with this application.; The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 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 Atl ntic 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.atiantic-beach.fl.us Page 1 Revised 1/14/03 . � . J ?i lrfu' CITY OF ATLANTIC BEACH CC: Sti BUILDING/ZONING DEPARTMENT L.Higgins 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5845 http:!/ci.atlantic-beach.fl.us PLAN REVMW COMMENTS Permit Application# O L3 ' 2 9 to 18 Property Address: ! C j S (�jyZ—I S T-k N 13t, M A►P-- Applicant: JgQ/--1 t Q0<L— Project: ��� �� This permit application has been: gKpproved ❑ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by: ( Date: a • o. 0 `]� i CITY OF ATLANTIC BEACH I J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 i INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029678 Date 2/16/05 Property Address . . . . . . 1965 BRISTA DE MAR CIR Tenant nbr, name . . . . . . SCREEN ENCLOSURE Application description . . . SCREENED ENCLOSURE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1630 Owner Contractor ------------------------ ------------------------ MCGUFFIN, GERALD TROPICAL ENCLOSURES INC. 1965 BRISTA DE MAR 2072 MAYPORT ROAD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 242-7948 (904) 241-2298 ----- ----------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 1630 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. B DING OFFICIAL Oct 23 06 09i18a Ocean State A/C 904-249-8848 P. 1 . y 5�•�f! z CITY OF ATLANTIC BEACH EANIC03- .kL PERMIT APPLICATION - Mite. Property Address; LL '414- Ow Iler. Contractor; 0 rr Teiephone Contrzietor Address: t4-1-(D-.a F:Lx ": is=151dC.A.1110n W fX1'1MC'-,nvCn dtr doing.'J!t;ZrV'.1J5—dt=rf0;Z 41 Otc.ii ivo 5utiecticaT,wu hereby opvc rr,pvriorw surd work its Ac"OrdAW"It With(bt anliched plaits aad specihcaliurw whim art:l part hureOf%Ud in-1ccordaum%Vttb the City of Atrantic Reach cirdinancrx ur:4 amd"ds of ;auil(qru;ji%;t:.jjStCd therein. — — Type of FfeatingFuck U other coaStruction is beW2,done on ti"Wilding or site.,list the building pemut number' Flectriu Gas: —U., —Natural —cenatl Utility 0 ('.)tber—smuifv NIECD Vff CAL EQ UIPKE"INT TO BE, INSTALLED NATURA OF WORK t-l"Reat Space —Recessed —t(f&ral —Floor 8"**"R=idmti-.il 0-"'Aix Conditi(ming: Room —c"calral :3 1 Duct System: Thiclimess_ Cl Cotnuiercial a Refrigeration Q New 13W4n0r 'D Coolincr Tower-Capacity i spm :I r---6:1tir1g 110dinz 1 Q Fire SprbW- ers:'Number of HL-ads II '3 11vianlift Escalator (Number) 31* R--Pla"-menx ol"E::isiine Svstem Q Ginooline Pumps ('Number) Cl New instaftion z Tan"- (N um ber.) (No system previously immUed) a LPGr Containers _(Number) 0 Undred Pressure Vessel Q Lxrew.ion or Add-ou to Exim-mg 3 ysti.m U Boilers 0 Gas Piping a OV16 dfjL. Q Other-Specify L)ST AILF 0 UfPfv[ENT AM C0NDM0NiN(.;4 JUI(RIGZRATION eQUn`1YM'YT-fi C0N0P;f4.SA')K*3 Hum6ar Unit'. DmivriWoti Model Manufacturer PTJjtN,v..'E8.BOLURS,FWPLACE,3& Wt RANDLETUS' .�Pqroving DescrIv inti modul A Mau" curer BT'Y3 Agency 1*.-WlqK.S Nvuiival Caphcrry Type laquid SCrlal llo'v W11v Yt Dimemiona nufauturr.r 'tfij. Speminolc.Koad - Atlaittiv,St;:mh. P'lorida 3:1.'13j-544:5 phouc; (904) Fax: (,004) 247.5.345 . J1ttp:!4v1vW.6.3flu a cic-h each.11.U.1 4 ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 110 M.P.H. o POST SPACING 4'-0" 5'-0" 6' 0" 7' 0" T-0. N EXPOSURE CATEGORY B C B C B C B C B C U o SELF-MATING BEAMS Z " I Q y 2 x 4 x 0.044 x 0.100 16'-5" 13'-7" 14I-8II 12'-2'1 13'-5II 11'-111 12'-5" 10'-311 11 -7N 91-7p WZ Y 2 x 5 x 0.050 x 0.100 19'-4" 16'-0" 17'-3" 14'-4" 15'-9" 13'-1" 14'-7" 12'-1" 13'-8" 11'-4" _ 2x6x0.050x0.120 23'-2" 19'-2" 20'-9" 17'-2" 18'-11" 15'-8" 17'-6" 14'-6" 16'-4" 13'-T' J 2 x 7 x 0.055 x 0.120 26'-2" 21'-8" 23'-4" 19'-4" 21'-4" 17'-8" 19'-9" 16'-4" 18'-6" 15'-4" 2 x 8 x 0.072 x 0.224 36'-9" 30'-5" 32'-10" 27'-3" 30'-0" 24'-10" 27'-9" 23'-0" 26'-0" 21'-6" S 2 x 9 x 0.072 x 0.224 39'-9" 32'-11" 35'-7" 29'-6" 32'-5" 26'-11" 30'-0" 24'-11" 28'-1" 23'-3" mN 2 x 9 x 0.082 x 0.310 45'-1" 37'-5" 40'-4" 33'-5" 36'-10" 30'-6" 34'-1" 28'-3" 31'-10" 26' 5" a, 2 x 10 x 0.092 x 0.369 52'-6" 43'-6" 46'-11" 38'-11" 42'-10" 35'-6" 39'-8" 32'-11" 37'-1" 30'-9" oz 0 -Z SNAP EXTRUSIONS `m 2 x 2 x 0.044 x 0.044 9'-5" 8'-4" 8'-9" 7'-9" 8'-3" 7'-3" 7'-10" 6'-9" 7' 6" 6' 3" m 2x3x0.045x0.045 13' 0" 11'-6" 12'-1" 10'-4" 11' 4" 9'-5" 10'-7" 8' 9" 9' 10" 8'-2" 3� Z� �o <m w o= zm ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 130 M.P.H. o POST SPACING 4'-0" 5'-0" 6' 0" 7'-0" 8' 0" y W EXPOSURE CATEGORY B C B C B C B C B C j g SELF-MATING BEAMS Z 2 x 4 x 0.044 x 0.100 13'-7" 11'-7" 12'-2" 10'-4" 11'-1" 9'-6" 10'-3" 8'-9" 9'-7" 8'-2" a� W J Y 2 x 5 x 0.050 x 0.100 16'-0" 13'-8" 14'-4" 12'-2" 13'-1" 11'-1" 12'-1" 10'-4" 11'-4" 9' 8" _ 2 x 6 x 0.050 x 0.120 19'-2" 16'-4" 17'-2" 14'-8" 15'-8" 13'-4" 14'-6" 12'-4" 13'-7" 11'-7" J 2 x 7 x 0.055 x 0.120 21'-8" 18'-6" 19'-4" 16'-6" 17'-8" 15'-1" 16'-4" 13'-11" 15'-4" 13'-1" 2 x 8 x 0.072 x 0.224 30'-5" 26'-0" 27'-3" 23'-3" 24'-10" 21'-2" 23'-0" 19'-7" 21'-6" 18'-4" 2 x 9 x 0.072 x 0.224 32'-11" 28'-1" 29'-6" 25'-1" 26'-11" 22'-11" 24'-11" 21'-3" 23'-3" 19'-10" mm 2x9x0.082x0.310 37'-5" 31'-10" 33'-5" 28'-6" 30'-6" 26'-0" 28'-3" 24'-1" 26'-5" 22'-6" <W 2 x 10 x 0.092 x 0.369 43'-6" 37'-1" 38'-11" 33'-2" 35'-6" 30'-3" 32'-11" 28'-0" 30'-9" 26'-3" ;Z og SNAP EXTRUSIONS < 2 x 2 x 0.044 x 0.044 8'-4" T-6" T-9" 6'-9" T-3" 6'-2" 6'-9" 5'-9" 6'-3" 5'-4" mg 2 x 3 x 0.045 x 0.045 11'-6" 9'-10" 10'-4' 8'-10" 9'-5" 8'-1" 8'-9" 7'-5" 8'-2" T-0" _-7 Z n �o <w m w� o= z TYPICAL CABLE BRACE DETAILS EAVE RAIL O O O O ------------------- O 45 DEGREE TRIANGULAR 0.125 PLATE 0 WITH(8)#10 SCREWS AS SHOWN O 3/32'DIAMETER STAINLESS STEEL CABLE O POST 1.x 12"x 0.125"PLATE WITH(2)114"DIAMETER TAPCONS O O i ' s TYPICAL BRACING SCHEMATIC DETAILS FOR FLAT ROOF,GABLE ROOF,AND DOME ROOF SCREEN ENCLOSURES HOST STRUCTURE ATTACHMENT(TYPICAL) ROOF PLAN BEAMAi-t: ROOF PLAN ¢S o o VIEW VIEW ¢ ROOF PLAN 3¢ ROOF PLAN a 3 wo J VIEW w w VIEW w> ROOF PLAN 2 x 2 BRACE QyJ�o) Q o z w w w w VIEW U)w (TYPICAL) p� a Z o. END WALL �q2 wo J ELEVATION END WALL ELEVATION END WALL END WALL CHAIR RAIL " a 2 x 2 BRACE ELEVATION END WALL ELEVATION POST (TYPICAL) ELEVATION FOUNDATION (TYPICAL) NOTE: 2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS. ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA. TYPICAL K-BRACE DETAILS TYPICAL SELF-MATING BEAM SIDE PLATE CONNECTION DETAIL EAVE RAIL SELF-MATING BEAM PURLIN NOT SHOWN (1)#8 SCREW AT 24"O.C.TOP AND O 000 BOTTOM O 5 x 4 x 0.125 PLATE �` WITH(6)#10 SCREWSO O 1, O O O 0 INTO POST AND(4) O 0 O O O 0 0; #10 SCREWS INTO O O 0 O BRACE 00 O 2 x 2 x 0.044 BRACE 6'MIN. ALUMINUM PLATE 0\\ 0 0 0.125"THICK BOTH SIDES WITH 5 x 12 x 0.125 PLATE 0 (9)114"x 718"SCREWS POST WITH(8)#10 SCREWS �� INTO EACH MEMBER INTO POST AND(4)#10 \0 O O BEING SPLICED. SCREWS INTO BRACE - NOTE: DETAIL APPLIES TO GABLE,HIP,DOME,AND MANSARD CONNECTIONS.PLATE MAY BE CHAIR RAIL 0 0 0 0 INTERNAL OR EXTERNAL. USE 0.125"THICK PLATE AND(12)114"SCREWS FOR 2 x 9.USE 0.25" 0 0 ; THICK PLATE AND(16)114"SCREWS FOR 2x 10. 4x4x0.125PLATE WITH(6)#10 SCREWS TYPICAL KNEE BRACE DETAIL AND SCHEDULE NOTE:KNEE INTO POST AND(4)#10 SCREWS INTO ''0 ; BRACES ARE NOT BRACE AND(2)#10 SCREWS INTO BASE jo 0 SELF-MATING BEAM REQUIRED FOR POST ;O 0 SLOPED OR FLAT THE TABULATED O.'' SPANS. O ; 00 O O O O ? 0 0 2 x 2 x 0.044 BRACE O 010,-' POST 0 O O (2)114'TAPCONS AT BASE OF FRAME O 0:'45 BASE RAIL 0 0 0 ' i^0 0,/ /_O O TYPICAL INTERNAL STIFFENING DETAIL FOR SPANS GREATER THAN 39'-0" POST 2 x 2 x 0.125 ANGLE °y RECEIVING CHANNEL - /I MAY BE SUBSTITUTED FOR THE H-CHANNEL O KNEE BRACE 0 I SEE TABLE FOR SECTION VIEW '00, 00I CONNECTORS AND PURLIN BEYOND (4)#10x2"SCREWS O INTO INTERNAL i GROOVES OF 04 PURLIN KNEE BRACE LENGTH 1/2 OF SELF-MATING BEAM MINIMUM SIZE KNEE BRACE AND CONNECTION PURLIN 2 x 2 x 0.125 ANGLE BRACE LENGTH EXTRUSION CONNECTION TRIM OUTSTANDING 0'TO 2'-0' 2 z 2 x 0.044 2'H-CHANNEL WITH(3)#10 EACH SIDE LEG TO FIT BEAM TO 3'-0" 2 x 3 x 0.050 2"H-CHANNEL WITH(3)#10 EACH SIDE 112 OF SELF-MATING BEAM WIDTH TO 4'-6" 2 x 4 x 0.044 NOTCH EXTRUSION OVER BEAM AND POST AND ATTACH WITH(4)#10 EACH SIDE 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 1/2 THE PLAN VIEW KNEE BRACE LENGTH IS ALLOWED. 112 OF SELF-MATING BEAM PURLIN iNOTE:STIFFENING ANGLES SHALL BE INSTALLED AT EACH PURLIN LOCATION ALONG THE BEAM/GIRDER. i TYPICAL POST AND BEAM DETAIL-SIDE WALL TYPICAL CHAIR RAIL TO POST DETAIL TYPICAL PURLIN AND BEAM DE ATTACH EXTERNALLY WITH(4) PURLIN ATTACH EXTERNALLY WITH(4) #10 x 3/4'SCREWS THRU SLOPED OR FLAT #10 x 314"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 ATTACH INTERNALLY _ NOTCH PURLIN FOR INTERNAL GROOVES. FROM POST OR 0 i POST AND 2 x 2 THRU 2 x 2 INTO p � SCREW GROOVES ATTACH INTO 2x2 CHAIR RAIL POST PURLIN J 2x2AT24"O.C. POST TYPICAL POST AND BEAM DETAIL-MAIN FRAME TYPICAL BEAM AND GIRDER DETAIL TYPICAL GIRDER DETAIL TO HOST WALL SELF-MATING BEAM 2 x 2 x 0.125 ANGLE CLIP 2 x 2 x 0.125 ANGLE CLIP SLOPED OR FLAT EACH SIDE OF TRIBUTARY BEAM EACH SIDE OF GIRDER WITH#12 SCREWS INTO BOTH WITH#12 SCREWS INTO MEMBERS. GIRDER. NOTCH BEAM WGIRDER O ATTACH TO STUD FRAME ATTACH FOR POST WITH 114"DIAMETER x 3" INTERNALLY O LAG SCREWS(PRE-DRILL). FROM BEAM._� -�-i O mm p O ATTACH TO MASONRY OR O ) p CONCRETE WITH 1/4- TH A MIN. WI p O EMBEDMENT TAPCONS I OF 3". 2 x 2 AT 24"O.C. OPTIONAL 2 x 2 x 0.125 SEAT ANGLE. O O O ; DISTRIBUTE MINIMUM NUMBER OFALLSEE TABLE FOR O O O ' SCREWS INTO SEAT ANGLE ANDE HOST STRUCTURE MINIMUM NUMBER OF SCREWS. O BEAM SIDES. BEAM MAY BE TRIMMED BEAM DEEPER THAN GIRDER FLUSH WITH 2 x 2 INSTEAD OF TRIBUTARY TRIMMING TO FIT AROUND 2 x 2. BEAM POST MINIMUM POST SIZE AND#OF SCREWS o BEAM SIZE POST SIZE #8 #10 #12 m TYPICAL WIND BRACE DETAIL AT ROOF FRAMING 2 x 3 6 4 4 x 3 z w SELF-MATING 2 I =a BEAM 2x4 2 x 3 8 6 4 w 2x6 2x3 10 8 6 cz p 2x6 2x4 10 8 6 w� 2z2WINDBRACE 2x7 2x4 14 12 10 wx L� 2 x 8 2 x 5 16 14 120 N 2 x 2 CONTINUOUS 2 x 9 2 x 6 18 16 14 m WALL TOP ATTACH WITH A o SKEWED 0.125 THICK 2 X 10 2 X 8 22 20 18 ATTACH WITH A ANGLE CLIP WITH o (2)#10 SCREWS INTO MINIMUM SPACING AND EDGE DISTANCES z SKEWED ANGLE CLIP EACH MEMBER BOTH OR WITH(2)#10 SIDES OR WITH(2)#10 #$ #10 #12 w z SCREWS THROUGH SCREWS THROUGH o¢ BRACE AND INTO BRACE AND INTO MINIMUM SPACING 5l8" 3l4" 1" Z POST2x2 WALL TOP. ROOFBEAM. MIN.EDGE DISTANCE 5116" 318" 112" BEYOND TYPICAL POST BASE DETAIL TYPICAL FOUNDATION DETAILS PILE TYPE CONTINUOUS SLAB ON GRADE SLAB ON GRADE W/ FOOTING POST 2x2x0.125 ANGLE EACH SIDE STRIP FOOTING THICKENED EDGE OF POST WITH(2)#10 x 314" 6x6-W1.4xW1.4 WWF SCREWS INTO POST AND(1) 1/4"TAPCON INTO CONCRETE WITH 2"MINIMUM EMBEDMENT. 1x2 BASE SCREEN CHANNEL CONTINUOUS WITH 114" m °o TAPCONS AT 24"O.C. AND WITHIN 6"OF POST INSTALL ADDITIONAL ANGLES o O Lo FOR EACH 2"INCREASE IN [;10. (1)#5 CONTINUOUS 8" o 2"MIN. POST DEPTH. _ EDGE OFFSET NOTES: i.CONCRETE SHALL BE 2500 PSI MINIMUM.CONCRETE COVER FOR REBAR SHALL BE 3". 2. REINFORCING BARS SHALL BE A615 GRADE 60.WELDED WIRE FABRIC SHALL BE A185. 3. FIBERMESH MAY BE USED IN LIEU OF THE WELDED WIRE FABRIC. V-6" 4. SLAB ON GRADE WITHOUT FOOTING MAY BE USED FOR ROOF AREAS LESS THAN 350 SQ.FT. OR FOR POSTS WITH TRIBUTARY AREAS LESS THAN 75 SQ.FT.VERIFY REQUIREMENTS WITH LOCAL BUILDING OFFICIAL. NOTES: 5. MINIMUM SLAB THICKNESS SHALL BE 3-112"ACTUAL THICKNESS. 1.SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINC-PLATED. 6. FOUNDATIONS SHALL BEAR ON COMPACTED SUBGRADE WITH 1500 PSF MINIMUM BEARING CAPACITY. 2.ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REQUIRED/RECOMMENDED FROM 7. PILE TYPE FOOTING SHALL HAVE 318"DIAMETER THREADED RODS 1'-0"LONG THROUGH POST EACH WAY. iOTHER MATERIALS TO PREVENT CORROSION. 8. EMBEDED ALUMINUM POST SHALL BE ISOLATED FROM THE CONCRETE TO PREVENT CORROSION. Dec 10 02 10: 07a ACM SURVEYING 904-389-6175 p• 1 MAP SHOWING BOUNDARY SURVEY OF LOT 89, SELVA NORTE UNIT TWO, AS RECORDED IN PLAT BOOK 40, PAGES 37 AND 37A, 'OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: GERALD R. McGUFFIN, SR. AND RUTH H. McGUFFIN COUNTRYWIDE HOME LOANS, INC. FIRST AMERICAN TITLE INSURANCE COMPANY WATSON AND OSBORNE. P.A. BRISTA DE MAR CIRCLE (50.0' RfGHT OF WAY) N 89'08'46" E 105.00' (PLAT) FDUND 1/2.IRON PIPE FWO 1/2'uta+"E N 89'0600" E 104.86 (MEASURM) TAMPED 'OURDEN 104a•� CAP DESMR %D • PONT OF '• 75.00'(PLAT) CURVATURE T 75.16'(YEASUM) 8 227, 10.5 N Q as W v �8 d Q ~ I o v o m I , C N O v 25 70.2' Q 12,5 o Ise' a N GV 125' n ' r •'i B# 1 7A4 / ( 1 82(010) 1 4-7Q1q 9-9K18) 14-7/105 82-0 40°t 18 0°t 3°t 4 f 18°t p5� B# 2 (2 82-Q7) 14-7K14) 9-9 18) 1 -7/1f6 82-0 4 t 18°t 0°t 3°t 40°t 18 3 FILE COPY L I I I` 01 Pli i Li ii. 'ii BURDING CE BUILDER: TROPICAL ENCLOSURES ` r OWNER: MCGUFFIN SITE: 1965 BRISTA DE MAR CIRCLE, ATLANTIC BEACH, FL . DESIGN WIND SPEED= 120 MPH BUILDING EXPOSURE CATEGORY= C IMPORTANCE FACTOR= 0.77 SCREEN ROOM ENCLOSURE STRUCTURE WILLIAM J. KEIL, P.E., NSPE - FL PE 53562 P.O. BOX 23648 FEB 0 12005 JACKSONVILLE, FL 32241 (904) 502-9237 CERTIFICATION FOR CONFORMANCE OF THE MEMBER SPANS WITH THE ALLOWABLE LIMITS. ALLOWABLE SPANS FOR SCREEN ENCLOSURE GABLE, HIP AND HALF MANSARD ROOF BEAMS - < = 150 M.P.H. o BEAM SPACING 4'-0" 5'-0" 6'-0" T-0" 8'-0" EXPOSURE CATEGORY B C B C B C B C B C g )ELF-MATING BEAMS o 2 x 4 x 0.044 x 0.100 18'-11" 18'-11" 16'-11" 16'-11" 15'-11" 15'-11" 15'-2" 15'-2" 14'-1" 14'-1" W= 2 x 5 x 0.050 x 0.100 22'-3" 22'-3" 20'-10" 20'-10" 19'-3" 19'-3" 17'-7" 17'-7" 16'-6" 16'-6" ¢y 2 x 6 x 0.050 x 0.120 26'-9" 26'-9" 23'-11" 23'-11" 21'-9" 21'-9" 20'-2" 20'-2" 18'-10" 18'-10" 2x7X0.055x0.120 31'-4" 31'-4" 28'-0" 28'-0" 25'-10" 25'-10" 24'-2" 24'-2" 22'-6" 22'-6" 2 x 8 x 0.072 x 0.224 42'-4" 42'-4" 37'-11" 37'-11" 34'-6" 34'-6" 31'-11" 31'-11" 29'-11" 29'-11" '7 2 x 9 x 0.072 x 0.224 45'-10" 45'-10" 40'-11" 40'-11" 37'-4" 37'-4" 34'-7" 34'-7" 32'-5" 32'-5" 2 x 9 x 0.082 x 0.310 52'-0" 52'-0" 46'-6" 46'-6" 42'-5" 42'-5" 39'-3" 39'-3" 36'-9" 36'-9" 2 x 10 x 0.092 x 0.369 55-0" 55'-0" 54'-2" 54'-2" 49'-4" 49'-4" 45'-8" 45'-8" 42'-9" 42'-9" >Z oa SNAP EXTRUSIONS a 2 x 2 x 0.044 x 0.044 11' 0" 10' 1" 10' 1" 9' 5" 9' 2" 8'-10" 8'-6- 8' 5" 8' 0" 8' 0" m 2 x 3 x 0.045 x 0.045 14'-8" 13'-11" 1 13'-1" 12'-11" 1 11'-11" 11'-11" 11'-1" 11'-1" 10'-4" 1 10'-4" Z �o 3TE:SUPPORTING POST SHALL BE IDENTICAL TO THE BEAM SIZE OR ONE SIZE SMALLER TO ACHIEVE THE ADDITIONAL SPAN LENGTH. <m O 2 z o ALLOWABLE SPANS FOR SCREEN ENCLOSURE DOME AND FULL MANSARD ROOF BEAMS- < = 150 M.P.H. o BEAM SPACING 4'-0" 5-0" 6'-0" 7'-0" 8'-0" _ EXPOSURE CATEGORY B C B C B C B C B C =g SELF-MATING BEAMS on 2 x 4 x 0.044 x 0.100 20' 8" 20'-8" 18'-6" 18'-6" 17'-4" 17'-4" 16'-7" 16' 7" 15'-4" 15'-4" cnZ 2 x 5 x 0.050 x 0.100 24' 3" 24'-3" 22'-9" 22'-9" 21'-0" 21'-0" 19'-2" 19' 2" 18'-0" 18'-0" 2 x 6 x 0.050 x 0.120 29'-2" 29'-2" 26'-1" 26'-1" 23'-9" 23'-9" 22'-0" 22'-0" 20'-7" 20'-7" Jim 7_ 2 x 7 x 0.055 x 0,120 34'-2" 34'-2" 30'-7" 30'-7" 28'-2" 28'-2" 26'-4" 26'-4" 24'-7" 24'-7" 2 x 8 x 0.072 x 0.224 46'-2" 46'-2" 41'-4" 41'-4" 37'-8" 37'-8" 34'-10" 34'-10" 32'-8" 32'-8" 2 x 9 x 0.072 x 0.224 50'-0" 50'-0" 44'-8" 44'-8" 40'-9" 40'-9" 37'-9" 37'-9" 35'-4" 35'-4" w� 2 x 9 x 0,082 x 0.310 56'-9" 56'-9" 50'-9" 50'-9" 46'-3" 46'-3" 42'-10" 42'-10" 40'-1" 40'-1" a 2 x 10 x 0.092 x 0.369 60'-0" 60'-0" 59'-1" 59'-1" 53'-10" 53'-10" 49'-10" 49'-10" 46'-8" 46'-8" oz SNAP EXTRUSIONS a 2 x 2 x 0.044 x 0.044 11'-0" 10'-1" 10'-1" 9'-5" 9'-2" 8'-10" 8'-6" 8'-5" 8'-0" 8'-0" m 2 x 3 x 0.045 x 0,045 14'-8" 13'-11" 13'-1" 12'-11" 11'-11" 11'-11" 11'-1" 11'-1" 10'-4" 10'-4" z �o w TOTE:SUPPORTING POST SHALL BE IDENTICAL TO THE BEAM SIZE OR ONE SIZE SMALLER TO ACHIEVE THE ADDITIONAL SPAN LENGTH. m a W W 0= O z 0 LL O 0 z 3 [HIS ENGINEERED DRAWING IS THE INTELLECTUAL PROPERTY OF WILLIAM J KEIL. WRITTEN CONSENT IS REQUIRED TO REPRODUCE THIS DOCUMENT IN PART OR WHOLE. PROJECT ADDRESS: PATIO/POOL SCREEN ENCLOSURES w DRAWING 4 OF 4 a W REVISIONS ©2004 WILLIAM J KEIL,PE w z COUNTYDRAWING EFFECTIVE 1 JANUARY 2004 w z 0 PERMIT NUMBER: w a PROJECT DESCRIPTION: o w WILLIAM J. KEIL, P.E., NSPE OCCUPANCY/USE TYPE: ElSINGLE FAMILY FL PE 53562 0 P.O. BOX 23648 DEC 13 2004 > ❑ MULTI-FAMILY ❑ INDUSTRIAL JACKSONVILLE, FL 32241 z ❑ COMMERCIAL ❑ OTHER: (904) 502-9237 CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED. ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 120 M.P.H. o POST SPACING 4'-0" 5'-0" 6'-0" 7'-0" 8' 0" W EXPOSURE CATEGORY B C B C B C B C B C U o SELF-MATING BEAMS 2 x 4 x 0.044 x 0.100 14'-7" 12'-6" 1 13'-0" 11'-2" 11'-11" 10'-2" 11'-0" 9'-5" 10'-3" 8'-10" wZ 2x5x0.050x0.100 17'-1" 14'-8" 15'-4" 13'-1" 13'-11" 12'-0" 12'-11" 11'-1" 12'-1" 10'-4" _ 2 x 6 x 0.050 x 0.120 20'-6" 17'-7" 18'-4" 15'-9" 16'-9" 14'-5" 15'-6" 13'-4" 14'-6" 12'-5" Z 2 x 7 x 0.055 x 0.120 23'-2" 19'-10" 20'-8" 17'-9" 18'-11" 16'-3" 17'-6" 15' 0" 16'-4" 14'-0" 2 x 8 x 0.072 x 0.224 32'-7" 27'-8" 29'-1" 25'-0" 26'-7" 22'-10" 24'-7" 21' 1" 23'-0" 19'-9" 8 2 x 9 x 0.072 x 0.224 35'-3" 30'-3" 31'-6" 27'-0" 28'-9" 24'-8" 26'-7" 22'-10" 24'-11" 21'-4" m 2 x 9 x 0.082 x 0.310 40'-0" 32'-11" 35'-9" 30'-7" 32'-8" 28'-0" 30'-2" 25'-11" 28'-3" 24'-3" <� 2 x 10 x 0.092 x 0.369 46'-3" 37'-9" 41'-7" 35'-1" 38'-0" 32'-7" 35'-2" 30'-2" 32'-11" 28'-3" oZ SNAP EXTRUSIONS co 2 x 2 x 0.044 x 0.044 T-10" 6'-4" T-3" 5'-11" 6'-10" 5'-6" 6'-6" 5'-3" 6-2" 5'-0" m 2 x 3 x 0.045 x 0.045 10'-9" 8'-9" 9'-11" 8'-1" 9'-4" T-7" 8'-11" 7'-3" 8'-6" 6-11" z' <m w� w z ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 140 M.P.H. o POST SPACING 4'-0" 5'-0" 6'-0" T-0" 8'-0" W EXPOSURE CATEGORY B C B C B C B C B C g U o SELF-MATING BEAMS Z 2 x 4 x 0.044 x 0.100 13'-7" 11'-4" 12'-2" 10'-2" 11'-1" 9'-3" 10'-3" 8'-7" 9'-7" 8'-0" wY 2 x 5 x 0.050 x 0.100 16'-0" 13'-4" 14'-4" 11'-11" 13'-1" 10'-11" 12'-1" 10'-1" 11'-4" 9'-5" Q= 2 x 6 x 0.050 x 0.120 19'-2" 16'-0" 17'-2" 14'-4" 15'-8" 13'-1" 14'-6" 12'-1" 13'-7" 11'-4" _! x_ 2 x 7 x 0.055 x 0.120 21'-8" 18'-1" 19'-4" 16'-2" 17'-8" 14'-9" 16'-4" 13'-8" 15'-4" 12'-9" 2 x 8 x 0.072 x 0.224 30'-5" 25'-5" 27'-3" 22'-9" 24'-10" 20'-9" 23'-0" 19'-2" 21'-6" 17'-11" 2 x 9 x 0.072 x 0.224 32'-11" 27'-6" 29'-6" 24'-7" 26'-11" 22'-5" 24'-11" 20'-9" 23'-3" 19'-5" mN 2 x 9 x 0.082 x 0.310 37'-5" 31'-2" 33'-5" 27'-11" 30'-6" 25'-5" 28'-3" 23'-7" 26'-5" 22'-0" <cr 2 x 10 x 0.092 x 0.369 43'-6" 36'-3" 38'-11" 32'-5" 35'-6" 29'-7" 32'-11" 27'-5" 30'-9" 1 25'-8" oz SNAP EXTRUSIONS < 2 x 2 x 0.044 x 0.044 8'-4" 7'-5" T-9" 6'-8" 7'-3" 6'-1" 6'-9" 5'-7" 6'-3" 5'-3" m 2 x 3 x 0.045 x 0.045 11'-6" 9'-8" 10'-4" 8'-7" 9'-5" T-10" 8'-9" T-3" 8'-2" 6'-10" z w <m u z o= z N LL < Z_ THIS ENGINEERED DRAWING IS THE INTELLECTUAL PROPERTY OF WILLIAM J KEIL.WRITTEN CONSENT IS REQUIRED TO REPRODUCE THIS DOCUMENT IN PART OR WHOLE. o PROJECT ADDRESS: PATIO/POOL SCREEN ENCLOSURES DRAWING 3 OF 4 W REVISIONS ©2004 WILLIAM J KEIL,PE Z COUNTY: DRAWING EFFECTIVE 1 JANUARY 2004 PERMIT NUMBER: W a PROJECT DESCRIPTION: N WILLIAM J. KEIL, P.E., NSPE OCCUPANCY/USE TYPE: El SINGLE FAMILY FL P.O. 2 P.O.. BOXX 2 23 3648 DEC 13 2004 ❑ MULTI-FAMILY ❑ INDUSTRIAL JACKSONVILLE, FL 32241 Z ❑ COMMERCIAL ❑ OTHER: (904) 502-9237 3: CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED. TYPICAL BRACING SCHEMATIC DETAILS FOR FULL MANSARD ROOF AND HALF MANSARD ROOF SCREEN ENCLOSURES HOST STRUCTURE ATTACHMENT(TYPICAL) Z z ROOF PLAN 0 ROOF PLAN g o 'o VIEW z VIEW < ROOF PLAN a ROOF PLAN o f VIEW j J VIEW w ROOF PLAN w 2 x 2BRACE 0��0 Q o o v N w m w vim-w VIEW vim-w (TYPICAL) p 13 < a END WALL �PvO o J ELEVATION END WALL END WALL END WALL CHAIR RAIL `"`L ELEVATION ELEVATION L 1 I[� END WALL ELEVATION POST 2 x 2 BRACE (TYPICAL) ELEVATION FOUNDATION (TYPICAL) NOTE: 2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS. ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA TYPICAL BRACING SCHEMATIC DETAIL TYPICAL BRACING SCHEMATIC DETAILS FOR HIP ROOF SCREEN ENCLOSURES FOR L-SHAPED HOST STRUCTURE HOST STRUCTURE HOST STRUCTURE ATTACHMENT(TYPICAL) ATTACHMENT(TYPICAL) Q o ROOF PLAN GIRDER I I h ROOF PLAN ROOF PLAN o o VIEW BEAM /ly��-7f z' VIEW ? a VIEW >> ROOF PLAN a o J W VIEW o f ���O o o 2 x 2 BRACE w N w 0 Q za m w ��4OJ o W o END WALL 2 x 2 BRACE END WALLn w ELEVATION ELEVATION END WALL CHAIR RAIL END WALL ELEVATION POST FOUNDATION (TMP BRACE ELEVATION (TYPICAL) FOUNDATION (TYPICAL) NOTE:WALL BRACING REQUIRED WHEN SCREEN ENCLOSURE NOTE:2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS. EXTENDS MORE THAN 18'-0"FROM THE HOST STRUCTURE. ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA. ALLOWABLE SPANS FOR SCREEN ENCLOSURE FLAT ROOF BEAMS WITH WIND SPEED UP TO 150 M.P.H. o BEAM SPACING 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" Nw EXPOSURE CATEGORY B C B C B C B C B C s SELF-MATING BEAMS 2 x 4 x 0.044 x 0.100 17'-3" 17'-3" 15-5" 15'-5" 14'-6" 14'-6" 13'-10" 13'-10" 12'-10" 12'-10" J Y 2 x 5 x 0.050 x 0.100 20'-3" 20'-3" 19'-0" 19'-0" 17'-6" 17'-6" 16'-0" 16'-0" 15'-0" 15'-0" C6 z 2 x 6 x 0.050 x 0.120 24'-4" 24'-4" 21'-9" 21'-9" 19'-10" 19'-10" 18'-4" 18'-4" 17'-2" 17'-2" =_ 2 x 7 x 0.055 x 0.120 28'-6" 28'-6" 25'-6" 25'-6" 23'-6" 23'-6" 22'-0" 22'-0" 20'-6" 20'-6' 2 x 8 x 0.072 x 0.224 38'-6" 38'-6" 34'-6" 34'-6" 31'-5" 31'-5" 29'-1" 29'-1" 27'-3" 27'-3" �7 2 x 9 x 0.072 x 0.224 41'-8" 41'-8" 37'-3" 37'-3" 34'-0" 34'-0" 31'-6" 31'-6" 29'-6" 29'-6" W� 2 x 9 x 0.082 x 0.310 47'-4" 47'-4" 42'-4" 42'-4" 38'-7" 38'-7" 35'-9" 35'-9" 33'-5" 33'-5" <� 2 x 10 x 0.092 x 0.369 50'-0" 50'-0" 49'-3" 49'-3" 44'-11" 44'-11" 41'-7" 41'-7" 38'-11" 38'-11" >Z SNAP EXTRUSIONS g U am 2 x 2 x 0.044 x 0.044 11'-0" 10'-1" 10'-1" 9'-5" 9'-2" 8'-10" 8'-6" 8'-5" 8'-0" 8'-0" w2 Lu Lu 2 x 3 x 0.045 x 0.045 14'-8" 13'-11" 13'-1" 12'-11" 11'-11" 11'-11" 11'-1" 11'-1" 10'-4" 10'-4" z�o TYPICAL ALLOWABLE SPAN INCREASES PERMITTED FOR SELF MATING BEAMS _w 0 NOTE:SEE DRAWING 4 OF 4 FOR ALLOWABLE SPANS PER ROOF TYPE. ELEVATIONLl r=l w ui- � SPAN SPANx11 SPAN x1.2 z= _ THIS ENGINEERED DRAWING IS THE INTELLECTUAL PROPERTY OF WILLIAM J KEIL.WRITTEN CONSENT IS REQUIRED TO REPRODUCE THIS DOCUMENT IN PART OR WHOLE. PROJECT ADDRESS: PATIO/POOL SCREEN ENCLOSURES DRAWING 2 OF 4 REVISIONS ©2004 WILLIAM J KEIL,PE w z COUNTY: DRAWING EFFECTIVE 1 JANUARY 2004 PERMIT NUMBER: a PROJECT DESCRIPTION: - - WILLIAM J. KEIL, P.E., NSPE OCCUPANCY/USE TYPE: ❑ SINGLE FAMILY FL PE 53562 P.O. BOX 23648 DEC 13 2004 > ❑ MULTI-FAMILY ❑ INDUSTRIAL JACKSONVILLE, FL 32241 Z ❑ COMMERCIAL ❑ OTHER: (904) 502-9237 3 0 CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED. TAIL TYPICAL SUPER GUTTER ATTACHMENT SCHEMATIC PLAN AND DETAIL HOST STRUCTURE STRAP 3"WIDE STRAP PER 1/4"DIAMETER x 3"LAG LOCATION SCHEMATIC PLAN SCREWS AT 12"O.C.AND r ATTACH INTERNALLY WITH(4) HOST STRUCTURE (3)AT EACH STRAP #10 x 1'SCREWS INTO 2 x 2 x 0.125 ANGLE (PRE-DRILL) SCREW GROOVES. WITH(4)#10 SCREWS INTO BEAM AND 2 x 2 BOTH SIDES OF BEAM. SELF-MATING BEAM O SLOPED OR FLAT O 1 x 2 ALONG SUPER GUTTER QO BEAM BEAM SPACING EQUAL EQUAL WITH(2)#10 SCREWS AT SUPER STRAP SPACING SHALL EACH END ATTACHED O GUTTER BE 112 THE BEAM SPACING INTERNALLY FROM O BEAM. O RECEIVING CHANNEL WITH(6) PRESSURE TREATED #10 SCREWS INTERNAL AND(6) BLOCKING AT EACH #10 SCREWS EXTERNAL. STRAP LOCATION NOTE: SEAL GUTTER WALL AT ALL CONNECTION POINTS. GENERAL NOTES AND DESIGN CRITERIA: 1.A SCREEN ENCLOSURE IS DESIGNED TO BE ATTACHED TO A PERMANENT BASE HOST STRUCTURE OF ADEQUATE STRUCTURAL CAPACITY. 2.THE HOMEOWNER/CONTRACTOR SHALL VERIFY THAT THE BASE HOST STRUCTURE IS IN GOOD CONDITION AND OF SUFFICIENT STRENGTH TO SUPPORT THE PROPOSED ADDITION BY HIRING A QUALIFIED PROFESSIONAL. 3.THE HOMEOWNERICONTRACTOR SHALL HIRE A QUALIFIED PROFESSIONAL TO VERIFY THE CAPACITY OF THE TYPICAL DETAILS.WILLIAM J KEIL IS NOT ACTING AS THE ENGINEER OF RECORD FOR THE PROJECT. 4.SITE SPECIFIC ENGINEERING IS REQUIRED FOR STRUCTURES GREATER THAN THIRTY FEET,ROOF SPANS GREATER THAN FIFTY FEET,ANDIOR CONDITIONS NOT COVERED BY THE SPAN TABLES. 5.THE 2001 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 39'-0",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 077. 10.THE SPANS ARE BASED ON AN OPEN BUILDING 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. 12.CERTIFICATION EXTENDS ONLY FOR THE TABULATED SPANS OF THE STRUCTURAL SHAPES LISTED.THE ENGINEER OF RECORD SHALL VERIFY ALL OTHER DETAILS INCLUDING OVERALL STABILITY. 13. INTERPOLATION BETWEEN LISTED MEMBER SPACING IS PERMITTED. EXTRAPOLATION BEYOND THE TABULATED SPACING IS PROHIBITED. 14.FOR GABLE,HIP AND HALF 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 1/4 TO 1/3 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. o POST SPACING 4'-0" 51-0.1 6'-0" 7'-0" 8'-0" cW �_ EXPOSURE CATEGORY B C B C B C B C B C Z IS SELF-MATING BEAMS o 2 x 4 x 0.044 x 0.100 12'-10" 10'-8" 11'-6" 9'-6" 10'-6" 8'-8" 9'-8" 8'-1" 9'-1" 7'-6" w 2 x 5 x 0.050 x 0.100 15'-1" 12'-6" 13'-6" 11'-3" 12'-4" 10'-3" 11'-5" 9'-6" 10'-8" 8'-10" �r I 2 x 6 x 0.050 x 0.120 18' 1" 15' 1" 16' 2" 13' 6" 14' 9" 12' 3" 13' 8" 11' 4" 12' 9" 10' 8" Z J 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'-0" aN a 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" �$ 2 x 9 x 0.072 x 0.224 30'-0" 25-10" 27'-9" 23'-1" 25'-4" 21'-1" 23'-6" 19'-6" 21'-11" 18'-3- 2 x 9 x 0.082 x 0.310 8'-3"2x9x0.082x0.310 30'-0" 29'-4" 30'-0" 26'-3" 28'-9" 23'-11" 26'-8" 22'-2" 24'-11" 20'-9" �W Q� 2 x 10 x 0.092 x 0.369 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 27'-10" 30'-0" 25'-9" 29'-0" 24'-1" 00 }Z < SNAP EXTRUSIONS m 2 x 2 x 0.044 x 0.044 8'-0" 7'-0" 7'-5" 6'-3" 6'-10" 5'-8" 6'-4" 5'-3" 5'-11" 4'-11" w 2 x 3 x 0.045 x 0.045 10'-11" 9'-1" 9'-9" 8'-1" 8'-11" 7'-5" 8'-3" 6'-10" 7'-8" 6'-5" m'- zA NOTE:SEE DRAWING 3 OF 4 FOR ALLOWABLE POST SPANS FOR OTHER WIND REGIONS. m THIS ENGINEERED DRAWING IS THE INTELLECTUAL PROPERTY OF WILLIAM J KEIL.WRITTEN CONSENT IS REQUIRED TO REPRODUCE THIS DOCUMENT IN PART OR WHOLE. Oi Z`" PRO ECT ADDRESS: PATIO/POOL SCREEN ENCLOSURES DRAWING 1 OF 4 REVISIONS (D2004 WILLIAM J KEIL,PE_ COI INTY: DRAWING EFFECTIVE 1 JANUARY 2004 PERMIT NUMBER::( PROJECT DESCRIPTION: 4-)41 WILLIAM J. KEIL, P.E., NSPE OCCUPANCY/USE TYPE: A SINGLE FAMILY FL PE 53562 ❑ MULTI-FAMILY ElINDUSTRIAL P.O. BOX 23648 DEL 1 3 2004 JACKSONVILLE, FL 32241 ❑ COMMERCIAL ❑ OTHER: (904) 502-9237 CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED. *7uWz4e Egdodaw 176. 2072 Mayport Rd. Atlantic Bch., FL 32233 3D VIEW CopyRight 1951.1999 Wilson Software Cap,EnglewnoCC a g e Master 2000 Customer : MCGUFFIN 01-31-2005 js4 2�2 Oil ------------------------------ ----------------------------------- �Z i lZ,t� Ir.i addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal'description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. ' 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. 1 hereby certify that alli o ation provided with this ap i tion is correct. Signature of owner: l C y Date: �� 6✓� 1 hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of the laws and . y 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 Contra Date: I -Z6 06'_ Address and contact information of person to receive all correspondence regarding this application (please print). I �CRL *7td�E.d �KC. Name: 22072 Mayport:Rd _ Mailing Address: Atlantic Bch,-, FL 32233 Telephone: Fax: E-Mail: AS TO OWNER: -•M� Sworn to and subscribed before me this day of �� , 20c J . State of Florida, County of Duval ry.ee.......eROY eROC1CHOLD....... Notary's Signature: L� �m y" Coram#DD0121151 �M! Expires 5/2712006 ° [],Personally known p =+D Bonded thru(600)4 l'2-4254, 'Ig, FloridaNa,�ry�,,,,.,Ine :, Produced identification Suwmnnnuueeue da.°tames.*,In.e� Type of identification produced AS TO CONTRACTOR: � 1 3- Sworn to and subscribed before me this----<---` _day of c l� 120403 State of Florida, County of Duval ......................a....................g Notary's Signature: ROY ROCKHOLD ``puunp� (,Omm#DD0121151Personally known e �+r pG�"= Expires 5/27/2006 A; Bonded,nn,(BW)432-4254: ❑ Produced identification Florida Notary A,4sn.,Inc ° Type of identification produced „no S.Y a.m..m...{ee..OeeetlU.e...pp.elOO.e� 800 Seminole Road - Atlantic Beach, Florida 32233-5445 Page 2 Telephone: (904)247-5800 - Fax: (904) 247-5845 - http://www.ci:atlantic-beach.il.us - Revised I/14/03 t� j> CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (ALTERATION S/ADDITION S) Date: Job Address: 196� Z�s� X,/�__ 111W Owner of Property: / Address: �.� Telephoner —Legal Description: lock Number: _Lot Number: Zoning District: i tto�: Crn� State License Number: Contractor's Address: Telephone: Fax: Describe proposed use and work to be done: Present use of land or building(s): Valuation of proposed construction: /lD�d What are the dimensions of the added space: feet x feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will is project involve changes in elevation, site grade or any.use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO: Applicant certifies that no trees will be removed for this project. YES. _Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit» STEP 1. Verify zoning designation and proper setbacks for the proposed 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 at: 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.atiantic-beach.f.us Pagel Revised 1/14/03 'r t , t r�l1 CC: CITY OF ATLANTIC BEACH D.Ford BUILDING/ZONING DEPARTMENT 800 SEMINOLE ROAD Doerr ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247.5845 r 1, http://ci.allantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application# 0 5- -,-7-9 CO--J Property Address: l p �j 13x-9 l S Tt`% Db C-( Applicant: -Fp6p l cyclo � Project: E�p This permit application has been: roved ❑ Reviewed and the following items need attention: Please re-submit yo pplicatio hen these items have been completed. Reviewed by: c�-�-" `� Date: c2 lc addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal"description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. ' 3. if required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface, 6. Other information as may be appropriate for individual applications. I hereby certify that all ipfolr,4ation provided with this ap t tion is correct. Signature of owner: l Date: I hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of the laws and . y ordinances goveming 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 Contra tr✓ �L� Date: I'—Z6 Com) Address and contact information of person to receive all correspondence regarding this application (please print). l�L4�I�L�KC�QdGlJ�d %IIC. Name: 22n722 hftypprt'Rd. — Mailing Address: Abantic Bch., FL 3433 Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of c � -� ,20Lj� State of Florida, County of Duval .......................................... Notary's Signature:20L-- J nw,ROY ROeKHOIp a°'Y F q, Comm#DD0121151 = _ �,c` Gmt Expires 5127/2008 ❑—Personally known yBonded thru(800)432-4254'. FlorideNotaryAsen..Inc Produced identification ����� "'°'•""""""""•"°•�•��� Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of )Alo State of Florida, County of Duval Notary's Signature: mmtm.m.......m.. OCKHmuRnL o...am..a� i ROY OCKHOLD Comm#DD01211$1 Personally known nr Expires 5/27/2006 Produced identification i ? Bonded thru(800)'{32.42543 Florida Note tAssn.,Inc = Type of identification produced ``d.r.r.mo.meeeesese.emm.u...uw em..e..mn..R 800 Seminole Road • Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 - fax: (904)247-5845 - http://www.ei:atlantic-beach.fl.us Page 2 Revised 1/14/03