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Permit 321 Main St (vault) CITY 0F ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 CATI LON INFORMATION — I�-bR—MIfW­Fd-RMA-T N Address: 321--, MAIN STREET -15er6iifNumber: �14-470 ATLANTIC BEACH, FLORIDA 32233 Permit Type: CARPORT Township- Range: Book: Class of Work: CANOPYLot(s)'. Block: Section: Proposed Use: CHURCH I Square Feet: Subdivision: Est. Value: Parcel Number:- INFORMATION Name:Improv. Cost: 9,200-00 - OWNER OCEAN IDE CHRISTIANCHURCH Date Issued: 7118/2002 1 90.00 �---Address-. 321 MAIN STREET A 32233 Total Fees: L--- ATLANTIC BEACH, FLORID Amount Paid: 90.00 - Ph 67 237-6232 Date Paid: 7118/2002 7-1 zLt L — Work Desc: CARPORT , TION FEES IACTOR( QNTF 90.00 -L CLASSIC kjaN BLDG. J", 2e Rqz �WA 4z.V ,A H TOINS CTION LEAST 24 OURS NOTICE S05-tTl BUILDING MATERIAL BBt I t.AI BRtS FROM THIS WORK MUST NOT B ACED IN BLIC SPACE,AND tk bokTRACTOR 0 . ER–, MUST BE CLEARED Y,iw,eltm 9j,N b , "FAILURE TO COMPLY, ET IN THE I - 11 11 1� I I PROPERTY OWNER PAYI ICE4:0 D V-- - ISSUED ACCORDING TO APPROVEDP --- ' 11 � R RMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS 7" IC *ftw: i US M71 14 IWO ILDI DEPT. UUM ATLANTIC BEA 32140 011=1 . If$ ALN CITY OF ATLANTIC BEACH PER,^MIT CALCULATION SHEET Address �- /If ff(/Vf"f l C ria % r—o 'f— C('(04 c t7 Date © 2-- Heated Square Footage @ $ per sq ft = $ 0 Garage/Shed _@ $ per sq ft = $ Carport/PorchA @ $ per sq ft = $ Deck � @ $ per sq ft = $ 4 Patio @ $ per sq ft = $ TOTAL VALUATION: $ off,_ To1§1 Valuation va1st $ l OQ O l'— $ `{1 Remaining Value 5per thousand �-: per thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ ® BUILDING PERMIT FEE $ y 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: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : + ; Book 10607 Page 2319 5 MIN, RETURi3 PHONE �- COMMENCEMENT. NOTICE OF (PREPARE IN DUPLICATE) Permit No. Tax Folio No. State of County of To whom it may concern: The undersigned hereby Informs you that Improvements will be made to certain real property, and In accordance with Section 713 of the Florida Statutes, the following Information Is stated In this NOTICE OF COMMENCEMENT. / Legal description of property being improved: F L- Address of property being improved: General description of improvements: Owner d C /j✓t�_S e /f`12 � 'J Address 3 '-/ /K A- -1 S'T Owner's interest in site of the improvement Fee Simple Titleholder (if other than owner) Name Address Contractor /l•-✓4 6D=CAW t t �-����' 61 Address �S3Q ��-�YtA72� /� r J7'�- k �Ci� `3Z�/ R Phone No. 4 O Z 3 Z Fax No. Surety(if any) Address Amount of bond $ Phone No. Fax No. Name and address of any person.making a loan for the construction of the Imprgvements. Name Address Phone No. Fax No. Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other , documents may be served: Name Address Phone No. Fax No. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in. , Section 713.06 (2) (b), Florida Statutes. (Fill in at Owner's option). Name Address Phone No. Fax No. Expiration dale o(v.Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): fiH►s 3-ACE FOR RECORDER'S USE'614 L*Y 92 Signed: Date: r1 Befo a this of Z (. the County of Duval,State of Flora a, has personally appeared r � Ic 1 :^000"1754 f ; Notary blit at Large, tate of Florida, County of Duval Patt�e: 2319 My commission.expires: 3 d :3Filed,& Recorded � �- 08/07/2002 03:07:54 PM Personally Known w or JIM RLLER CLERK CC IIRRMIT COURT Produced Idenli UV Notary Public Slate of Florida TRUST FUND ! 1.00 'may Commission No.CC 800064 RECORDING !< 5,00 My Commission Expires 1/3/2003 Cify of Atlantic Ceactl Building and Zoning City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) _ DATE JOB ADDRESS n APPLICANT ©C S x;10 I/�-72 P� 77 - �_ Led ADDRESS 3 Z ( M ^7E-� S PHONE: LEGAL DESCRIPTION: BLOCK NUMBER��LOT NUMBER ZONING DISTRICT CONTRACTOR CSS Z- /arm G F,,�STATE LICENSE NUMBER ADDRESS 1 5 3 0 M Alt- 1W PHONE ')"3 Y- Z-,3 7-6 -Z-3 -Z- CITY CITY J-A-X STATE f-r— ZIP Y FAX y - _7,T / —/ 3 DESCRIBE PROPOSED USE AND WORK TO BE DONE SA tl_I�L I��© IC L)44 ,::�o L4 ^10 16-It PRESENT `— PRESENT USE OF LAND OR BUILDING(S) C ,� iQ Ct-.H VALUATION OF PROPOSED CONSTRUCTION Z `Q'-� Is this an addition? y6-S If yes,what are the dimensions of the added space: a.a feet by ( i feet Will the added area be heated and cooled? /JQ11 New electrical or increase in service?; New plumbing fixtures? ^l`Q New fireplace? NP New heating/air conditioning? 'V Is approval or Homeowner's Association or other private entity required? /UO If yes,please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATE ? O. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/18/02 T STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 " In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundarywith bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. (:ZSIGNATURE OF OWNER �J DATE 2047- I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND. CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR t/ J I�_�yL-y� DATE / Q ADDRESS AND CONTACT INRMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION_ I(PLEASE PRINT) NAME � MAILING ADDRESS ,�3O PHONE ���{- 3 7-6 z.3 L FAX �®Y— 7 / / 3 6 �v E-MAIL SL ( (AJt ,�, of SWORN AND SUBSCRIBED BEFORE ME THIS l �� DAY OF O Q Z STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE C.t� LORRAINE d.WEL!$ AS TO OWNER: [Personally known Wotary Public,Siete of Florida ❑ Produced identification °' C .CC 800084 Type of identification produced t - AS TO CONTRACTOR: []"Personally known ❑ Produced identification Type of identification produced ra-cy 6/18/02 NEW IMPERVIOUS SURFACE REGULATIONS On January 01, 2002, the City of Atlantic Beach enacted new regulations limiting the amount of Impervious Surface that can be developed on property. Within all residential Zoning Districts, the maximum amount of Impervious Surface area allowed is fifty percent (50%). Within all commercial and industrial Zoning Districts, the maximum amount of Impervious Surface area allowed is seventy percent (70%). The Zoning regulations define Impervious Surface as follows: Impervious Surface shall mean those surfaces that prevent the entry of water into the soil. Common Impervious Surfaces include, but are not limited to, rooftops, sidewalks, patio areas, driveways, parking Lots, and other surfaces made of concrete, asphalt, brick, plastic, or any surfacing material with a base or lining of an impervious material. Wood decking elevated two or more inches above grade shall not be considered impervious provided that the ground surface beneath the decking is not impervious. Pervious areas beneath roof or balcony overhangs that are subject to inundation by stormwater and which allow the percolation of that stormwater shall not be considered impervious areas. Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rain water, however, decking around a pool may be considered impervious depending upon materials used. Information verifying Impervious Surface must be provided prior to issuance of Building Permits whenever new construction, including building renovations or additions, new driveways, decks or porches involves any increase in Impervious Surface area. MAP SHOWING SURVEY,OF AS RE '.ORDED IN Pt %T ROOK-- PAGE jSK OF PUBLIC RECORDS OF DUVAL CO., FLA FOR { t o ` � s • o IJ _ r i1 I { ti .a,. � •, 1.or � - � �„ _. ____ /� j� P` .fon-� G 04�•• `•.herr ���,, h1 / f t f , Truss Connections SPRINGFIELD RESTORATION GROUP MAYPORT CHURCH Truss Uplift Truss Stud to Double Stud to Sill Left Inter. Right Connection Plate Connection Connection ALL OTHERS <600 <600 (1) H2.5A TYPICAL TYPICAL Where HTS30 is indicated install two (2) No. SPF studs (Min.)under each bearing point. Toe-nail trusses to Dbl. Pt. with 4- 16d com. Typical: SPH4 at sill and double plate at 32" o.c. (Capacity: 432 plf or 865# uplift for trusses at T o.c.) Nail with 12- 10d X 1 1/2". H2.5A Uplift Capacity: 600# ; MTS12 Uplift Capacity 1000# ; HTS30 Uplift Capacity: 1245# ; HTT16 Uplift Capacity: 4165# All connectors are SIMPSON or equal (U.O.N.) ,p 2 2955 Hartley Rd., Suite 202 , Jax., FL 32257 Jeffrey K. Hullsberg P.E. (904) 886-2401 FAX (904)260-4367 NAILING SCHEDULE REVISED 5/16/02 CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2 Lap in double plate 12- 16d common 16 - 0.131" x3 1/4"gun nails 20- 12d sinkers 6" o.c. on edges and 12" o.c. in the field with 8d common, box, 6" o.c. on edges and 12" o.c. in the 4" o.c. on edges and 8" o.c. in the SW- shearwall screw shank or ring shank field with 0.131" x 2 1/2" gun nails field with 0.099" x 2" gun nails 3" O.C. on edges and 12" o.c. in the field with 8d common, box, 3" o.c. on edges and 12" o.c. in the SW(3) - shearwall screw shank or ring shank field with 0.131" x 2 1/2" gun nails 6" o.c. on all supports with 8d ENC. & PART. ENC. 1/2" or common, ring shank or screw 7/16" Roof Sheathing, shank,4" o.c. edge nailing within 3" o.c. on edges and 12" o.c. in the 120 MPH 4' of roof edge and ridges field with 0.131"x 2 1/2" gun nails commons in each en Simpson LSTA30 (22 total) 9 - Tcommons in each en Simpson LSTA24 (18 total) commons in each en Simpson HTS30 (20 total) 0 commons in each en Simpson MSTA36 (26 total) Simpson SPH4 12- 10d x 1 1/2" nails Simpson H2.5A 10 - 8d commons (Total) (2) 10- 10d x 1 1/2" in rafter; 10- Simpson H16 10d x 1 1/2" in plate 5 - 10d x 1 1/2" nails in rafter& Simpson LTS12 5 - 10d commons in rafter& plates plates 7 - 0.148" x 1 1/2" nails in rafter& Simpson MTS12 7 - 10d commons in rafter& plates plates Simpson LTA1 _1_2 - 10d x 1 1/2" _ Simpson PHD8 24- 1/4"x 3" SDS screws Simpson MGT 22- 10d commons Simpson HTT16 18 - 16d commons Simpson HTT'22 32.-- 16d sinkers GJ- I w/ -_-_- s Jeffre K. Hulsberg PE. 2955 Hartley Rd. Suite 202, Jax, FL 32257 (904) 886-2401 FAX (904) 260-4367 QUAN TYPE SPAN P1-Hl OVERHANGS JOB i MARK 12 C22 120000 3 2400 2400 :.: . 52009119 `. 5x4= HO 3-14 HO 3-14 B -f 12 ` 1-09-14 3x4= 3x4= A C 2x311 TC 24-00 6-00-00 1 6-00-00 24-00 BC 12-00-00 12-00-00 UniStar -- Version 39.6.2 NOTES: RUN DATE: 4-25- 2 1. TRUSSES MANUFACTURED BY - UFPI/SHOFFNER,LLC (sa) CSI SIZE LUMBER 1.15FB 2. ANALYSIS CONFORMS TO TOP .43 2X 4 SP-#2 1720 TPI (ANSI/TPI 1-1995). BTM .32 2X 4 SP-#2 1720 3. WIND LOADS - ANSI/ASCE 7-98 WBS .04 2X 4 SP-#3 980 ENCLOSED BUILDING. REPETITIVE MEMBER STRESS USED. DESIGN BASED ON C&C. EXTERIOR ZONE LOCATION. LATERAL BRACING: UPLIFT BASED ON MFRS. TOP CHORD - CONTINUOUS V-120MPH HT= LOFT. BTM CHORD - CONTINUOUS EXP.-B IMP=1.00 Kzt=1.0. 4. UNBALANCED LOADS CHECKED TRUSS SPACING - 24.0 IN. (UNBLN LD FAC - 1.00, .00). 5. CALCULATED UPLIFT AT BRG A LOAD CASE #1 OF 273 LBS LUMBER STRESS INCREASE: 25.0* 6. CALCULATED UPLIFT AT BRG C LOADING LIVE DEAD (PSF) OF 273 LBS TOP CHD 20.0 10.0 BTM CHD .0 10.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 479 3- 8 C 479 3- 8 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX MEMBER FORCES (LBS) TOP CHORDS A-B = 942 C B-C 942 C BOTTOM CHORDS A-D - 914 T D-C 914 T WEBS D-B = 115 T DL+LL DEFL - .23" IN B-C LL DEFL - .06" < BRG-SPAN/360 SPAN/DEFL (DL+LL) = 636 TEE-LOK CORP., EDENTON, NC ANSI/TPI 1-1995 ICBO-5243 (rp) PLATES - 20 GAUGE TEELOK20 GRIPPING 488-342 PSI PER PAIR i INCLUDES 0# INCREASE e� TENSION 1030- 924 PLI PER PAIR ` `• 1 SHEAR 970- 498 PLS PER PAIR ` 4 JT TYPE PLATE SIZE X Y y A 2001 3.00 X 4.00 8.5 3.1 B 3001 5.00 X 4.00 CTR CTR ���� o(� C 2001 3.00 X 4.00 8.5 3.1 cc D 1001 2.00 X 3.00 CTR CTR N�m Q t Customer Name ALLSTAR BLDG-MATERIALS,LTD Date Required 04/30/2002 Contractor/Job MAYPORT CHURCH Customer No. 00365 Shop Order No 52009119 WARNING:READ ALL NOTES ON THIS SHEET THIS truss design is for an individual building component that is to be incorporated into a complete building design by the building designer. This design is based on the information shown on this drawing only, and the truss designer. accepts no responsibility for the correctness or accuracy of this information as it may relate to a specific project or jurisdiction. The building designer must verify all loads for compliance with project and local code requirements. TRUSSES must be handled carefully to avoid damage due to excessive bowing, and must be erected and braced in a straight, plumb position. Do not apply concentrated loads such as bundles of building material to trusses. Over-framing, such as valleys, must be installed to distribute loads evenly over the entire area covered. BRACING shown on this design is required to reduce the buckling length of individual members. The building designer must make provisions to provide anchorage for this bracing. Bracing for erection, wind, and other lateral loads is part of the building design and is not the responsibility of the truss designer. Refer to the building designer for specific bracing recommendations and requirements. UNIVERSAL FOREST PRODUCTS Designed B}R:f rads a Checked By�%�'%.��- SHOFFNER, LLC DWg #: 5200�iIr9A 5631 S. NC 62 Burlington, NC 27215 Thu Apr 25, 2002 13:08:11 QUAN TYPE SPAN Pl-Hl OVERHANGS ` - 'JOB�07 MARK 1 GB 120000 3 0 0 52 8 3X4= HO 4 12 2x311 C 2x311 HO 4 _F 3 D F 2x3!! 5x6= 5x6= 1-06-04 E G A 2x3 11 2x3 I I B TC 24-00 10200 4-10-00 4-10-00 1 10200 24-00 BC 10200 3-11-12 1-08-08 3-11-12 10200 12-00-00 UniStar -- Version 39.6.2 NOTES: RUN DATE: 4-25- 2 1. TRUSSES MANUFACTURED BY - UFPI/SHOFFNER,LLC (sa) CSI SIZE LUMBER 1.15FB 2. ANALYSIS CONFORMS TO TOP .15 2X 4 SP-#2 1720 TPI (ANSI/TPI 1-1995). BTM .33 2X 4 SP-#2 1720 3. WIND LOADS - ANSI/ASCE 7-98 WBS .06 2X 4 SP43 980 ENCLOSED BUILDING. REPETITIVE MEMBER STRESS USED. DESIGN BASED ON C&C. EXTERIOR ZONE LOCATION. LATERAL BRACING: UPLIFT BASED ON MFRS. TOP CHORD - CONTINUOUS V=120MPH HT= LOFT. BTM CHORD - CONTINUOUS EXP.=B IMP-1.00 Kzt=1.0. TRUSS SPACING - 24.0 IN. FABRICATOR NOTES: I.THIS GABLE ALSO DESIGNED LOAD CASE #1 FOR WIND LOAD ON FACE OF LUMBER STRESS INCREASE: 25.0$ STUDS. LOADING LIVE DEAD (PSF) TOP CHD 20.0 10.0 BTM CHD 0 10.0 TOTAL 20.0 20.0 40.0 SUPPORT CRITERIA BOTTOM CHORD CONTINUOUSLY SUPPORTED ALONG ENTIRE LENGTH. TEE-LOK CORP.,EDENTON, NC ANSI/TPI 1-1995 ICBO-5243 (vp) PLATES - 20 GAUGE TEELOK20 GRIPPING 488-342 PSI PER PAIR INCLUDES .0$ INCREASE TENSION 1030- 924 PLI PER PAIR SHEAR 970- 498 PLI PER PAIR JT TYPE PLATE SIZE X Y A B C 3000 3.00 X 4.00 CTR 1.6 D 1001 2.00 X 3.00 CTR CTR E 1001 2.00 X 3.00 CTR CT94 F 1001 2.00 X 3.00 CTR CTR G 1001 2.00 X 3.00 CTR CTR H 1091 5.00 X 6.00 4.7 2.5 I 1091 5.00 X 6.00 1.3 2.5 J K 1001 2.00 X 3.00 CTR CTR L M 1001 2.00 X 3.00 CTR CTR C, i; MAP .SHOWING•SUIRVEY;OF AS, RE :ORDED 1N PE AT BOOK-IS-PAGE-.. - OF PUBLIC RECORDS OF DUVAL CO., FLA., FORL..GIY.P. GLt' /roy 00 tt N 1 O I _ r t, ' 4 P . e �.