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Permits 1881 Beach Ave
ADDRESS- BUIL-,)?NG PERMIT NUMBER 1455 INSPECTIONS : FOOTING PL�L/�1 ?- UNDER SLAB PLUMBING �7 SLAB y f / FRAMING COVER-UP j" w � 7 INSULATICN - � f FINAL BUILDING 2' CO 5 k CERTIFICATE OF OCCUPANCy .JJ- _ 96 ELECTRICAL PERMIT # lS' f ?NSPECT=ONS ROUGH FINAL ?MECHANICAL PERMIT # f�a9b PLUMMTN,l PERMIT NOTES : _ 3 20 ADDRESS RO " BUILDING PERMIT NUMBER lee 76 INSPECTIONS : FOOTING UNDER SLAB PLU ING y SLAB l FRAMING 1 COVER-UP INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH ` FINAL MECHANICAL PERMIT # t,! PLUMBING PERMIT # 140TES: 1 I w CITY OF ATLANTIC BEACH f1 t 1 800 SEMINOLE ROAD j � ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 �Jr3 Application Number 03-00026631 Date 8/07/03 Property Address . . . . . . 1891 BEACH AVE Tenant nbr, name . . . . . . 181CURTAIN WALL IN GARAGE Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 772 Owner Contractor ------------------------ ------------------------ BISBANO, DOMINICK OWNER 1891 BEACH AVENUE ATLANTIC BEACH FL 32233 (904) 241-5068 ---------- ------------------------------------------------------------------ ,Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee 17 . 50 Issue Date . . . . Valuation . . . . 772 Fee summary Charged Paid Credited Due ----------- ------ ---------- ---------- --- ------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total 17 . 50 17 . 50 . 00 . 00 Grand Total 52 . 50 52 . 50 . 00 . 00 P y F BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT-IN THE PROPERTY OWNER,PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE,PART OF THIS PERMIT AND ST,�BJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. a BUILDING OFFICIAL Cc: CITY OF ATLANTIC BEACH D. Ford,..,._ BUILDING / ZONING DEPARTMENT Doerr S. r 800 Seminole Road Atlantic Beach,Florida 32233 ' (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # C,3- 2-u!(y:1�1 Property Address: . 4"1/ i�tlrl fyl dly c Applicant: 1—)(;VII I Y-A,c I-c 8;"5 kc'LU r> Project: - This permit application has been: Approved A�Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: C Date: •(�, �b ' s) CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR INTERIOR REMODEL) Date: } Job Address: E U Owner of Property:' Address: f` LC Telephone:,:_ Legal Description: Block Number: et Number: %l Zoning District: C i Contractor: State License Number: Contractor's Address: A114 Telephone: Fax: Describe pro osed use and work to be,done: �r)\klPresent use of land or building(s): � Valuation of proposed construction: - /off. New electrical or increase in service?�Z New plumbing fixtures? /�U New fireplace? /�t7 New heating/air conditioning? %ZT Is approval of Homeowner's Association or other private entity required?4 If yes, please submit with this application. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. Please submit Building Permit Application,Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor, and two(2) 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. I hereby certify that all information py ided withthis, pli is correct. Signature of Property Owner: �G/ Date: 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 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 1115/03 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: Date: Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of Au i.�- ,20 . State of Florida,County of Duval _ Notary's Signature: ,! ti -� �� NAI, :2QShpY,Pf! ,. JENNIFER SCHLUETER MY rsOr AIiSSON'#DD 121301 Personally known '•. a E roI vl6toss 3cdeo hrNetery Puis Underwriters ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification 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 2 Revised 1/15/03 a� SSL. � 7 CITY OF ATLANTIC BEACH OWNER/BUILDER AFFIDAVIT Date: 6�111 !rte Job Address: d 7 CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE- OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK(EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE IS4OPERTY E OF AN OWNER-BUILDER PERMIT. S�7"A�O� ,�p r z:)jq Couwry QF r:>UV/ i- R OWNER/B DER C•30 SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY OF/`i"-i 2003 SCK MAUREEL#DD ,(�) Q,y,j :amu MY COMMISSION95090RY PUBLIC EXPIRES:Maz006MY COMMISSION EXPIREN:-Banded Thru Notary Perwriters NO r; i e ti f � x lot 00 a APPROVED ,- r« ;,iLANIIC BEACH ' ?UltDING OFFICE AUG 0 6 100 M t1 �� r ilk �. AwwwWF"��1[aa.Gk`9 �kn4si�i k rl k t� APPROVED E rz LI(1 �r AILANTIC BEACH . W BUILDING OFFICE AN Q 6 2003 i; 4, 4 � OF ATLANTIC BEACH DEPARTMENT OF BUILDING 8W SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-587yi- ----� - T PERMIT 1NFpRMATION _ LOCATION IN Address: 1881 BEACH AVENUE Permit Number: 24118 ATLANTIC BEACH, FL 32233 Permit Type: REMODELING Township: Range: Book:- Class of Work: ALTERATION Lot(s):44 Block: Section: Proposed Use: SINGLE FAMILY Subdivision: NORTH ATLANTIC BEACH Square Feet: Parcel Number: Est. Value: OWNER WF_ Improv. Cost:. 3,000.00 Name. tHlRLEY, STEVE Date Issued: 5/21/2002 . Total Fees: 38.00 Address: 1881 BEACH AVENUE Amount Paid: 38.00 ATLANTIC BEACH, FL 32233 Date.Paid: _ 5/21/2002- Phone: {_._904)241-5357 .__. --------- iWork Desc. ADQT 1N WIN©pWS EM ROVE PRE-FAB.FIREPLACE CONTRACTOR _PE _ APPLICATION FEES PRC'PERTY OWNER RMIT 38.00' h .ice` y ,.e7 ,,.•:..k �.ISu" .ii5�'. - sa �;� �S�f��u'R+v'XY "l'.. ..y<�s'C•'4�y�x��� in;.� ," ., 1 e`c „L C'Y 'tet`}'•' `R• •¢z 'shy y .•! Y } ..-,T'Z Fb' ?�s .,;w' _u -sb• _ edY" ,est yy .1 _ __-- - '`.na. `"� ""' .mow,"�^Cl�' `•' -rte ,:. a , F NOTM 0N z -.+•a - �r..t'c. i-x w�, ^+s,a moi-:.. a 9-,'4,J, ^s�`w-''K i,e '�.'ij• - � ��' '� �tw-,�,y�°.r't ?b- . .,ybr..; a �..,�fi a •# c '"c"}`�� '.s�.�.'$-'fa�ar?�"'k�""'av' BUILDING MATEPtt 'fHlil � � �P� SPACE,ANO MUST BE CLEAR.. - 1 "FAILURE TO C � _ _ E PROPERTY 01 k13 ' ------ ISSUED ACCORDING T fI It ttS P CT TO REVOCATION FOR VIOLATION OF APPL = ` s .,\ Oar: 00rITM TYPE OC"ka w ; I rats::-.5�731��•11.. lYaiPt.>t°• 14 } 1$-MItLrI)AG 1 pd.N . ATLANTIC BEACH�BUIL ING DEPT. -- _ -- -- ----____ Q CSS . ss36 >!Kil1.4p ' Vow 1 WIR V32:34 CITY .OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address �' i AdE• r � Dateit Heated Square Footage $ per sq ft = $ Garage/Shed $ per sq ft = $ Carport/Porch @ $_p e r sq ft = S Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : $ 3cm- 100 Total Valuation 1st $ IdEo E� Coo $ Remaining Value per thousand or portion thereof TOTAL BUILDING FEE $ S . + 1/2 Filing Fee $ t3 ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ 3�. 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 ; ..Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : -FDeta 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.n.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION,REMODEL, ADDITIONS AND ALTERATIONS,MOVING OR DEMOLITION) DATE -• 1 11 2 JOB ADDRESS 18"c, 1 ; F( 32,2 ;;,;" V" APPLICANT ADDRESS $ C. PHONE: LEGAL DESCRIPTION: BLOCK NUMBER # LOT NUMBER 'I Y ZO�NIN DIS C � CONTRACTOR e.V� JSTATE LICENSE NUMBER ADDRESS PHONE CITY STATE ZIP FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE AOO +Un .t) I1)Dt3 w 5 PRESENT USE OF LAND OR BUILDING(S) , 0 C7 VALUATION OF PROPOSED CONSTRUCTIONS. Is this an addition? /Ja If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? fJa New electrical or increase in service? J,0 New plumbing fixtures? o New fireplace? New heating/air conditioning? Cj o Is approval or Homeowner's Association or other private entity required? c If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps androves ide 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 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 02/28/02 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 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. 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 INFO ATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE Z 1 I HEREBY CERTIFY THAT I HAVE AD AND EXAMINED T S 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 N r' DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME n5 @-W� MAILING ADDRESS PHONE FAX E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS �-2d._ DAY OFy o`Z. �� r� U STATE OF FLORIDA,COUNTY OF DUVAL �J NOTARY'S SIGNATURE AS TO OWNER: f Personally known ❑ Produced identification Monica L Patterson Type of identification produced *W*MY COMmkalot OC948M67 '+«.a`�• Expires Jnne IS.2004 AS TO CONTRACTOR: ❑ Personally known ❑ Produced identification Type of identification produced 02/28/02 A YON TUBE WINDOWS With Negative and Positive Table of Picture Unit Sizes Scale 1/8"= 1'-0" (1:96) A P P 7 rp Design Pressures CITY OF A T!A N Ti -413 1 4-ll Jim Dimension 100'1 12 1 134 152 1 3-0 1/2 T-5 3/8" 4'-0 112' 4'1��3/8' 5�-o 3/8" 5'-5 3/8" li 6'-G 3/8" Rough Opening 660 (1838 4Z7) (1 (1232) (1356) A 4 LIT-- 1 '4) jln�hsllr'jcltd Gliss 9 14) �l�7� Hy '1 191 L L --6T�I I + SI ' + 6T I -+-- 1 — -75 ,1 -!75 � 775 -75 -75 --- - �Ir -45", P3030 P 3530 P4030 P4530 P5030 P5530 P6030 +67�l�; +67 +67 +67 +67 + +67 o -75' -75 --75 '-75 -75 75 --- L 1 —, �j L I L-7-7-5-�J' L- P3935 P3535 P4035 ICP235j P4535 P5035 P5535 P6035 +67 +6 +67 +67 +67 +67 +67 -75 -75 -75 -75 P3040 P3540 P4040 75 75 P4549 P5949 P5540 P6040 +67 +67 +67 1 +67 +67 +67 +67 - —75 —75 —75 75 —75 , 75 —75 P 1 3045 P 3 5 45 P4 0 45 P4545 P 5 045 P5545 P6045 +67, 7 +67 1 +67 +67, +157 +67 -75 -75 75 :1 -75 75 L P3050 P3550 P4050 l:1'25P4550 P5050((.P,v) P5550 P6050 +67: 11� +67 j +67 +67 +67, 7- 75- 75 -75 -75!1 - 5 P3055 P3555 P4055 P4555 P5055 +67 +67 +67 +67 +67' -75 —75 —75 —75 —75 P3060 P3560 P4060 rs P4560 P5960 A ;` t) F R S E FACT SHEET MIAMI-BADE COUNTY ANDERSEN° PRODUCT NOA APPROVAL NO. Casement Windows/Single Units 99-0916.05 Casement Windows/Picture Units 99-0330.02 Casement Windows/Quarter Round and Half-Round Units 99-0615.06 Circle and Oval Windows 99-0615.06 Elliptical Windows 99-0615.05 Flexiframe'�"Windows 99-0604.01 Springline'"and Gothic Windows 99-0604.08 Arch Windows 99-0604.13 FrenchwoodO'Gliding Patio Door/Sidelights 99-0818.05 Frenchwood°Gliding Patio Door/Two-Panel Units 99-0818.05 Frenchwood°Outswing Patio Door/Single-Door Units 99-1019.01 Frenchwood°Outswing Patio Door/ Double-Door Units 99-0605.01 Steel Reinforced Mullions 99-0811.04 Aluminum Reinforced Mullions 99-0811.05 Footnote: Each of the above products also meets the American Society for Testing and Materials(ASTM) Wind Borne Debris Impact Resistance Standards,the Southern Building Code Congress International(SBCCI) Southern Standard(SSTD) 12-97,and Miami-Dade County Protocal PA 201-95,202-95,and 203-95. Each Andersen product was subjected to two impacts by a 7-foot to 9-foot 2X4 weighing 9-91/2 pounds traveling at 34 miles per hour. The product was then subjected to a cyclic wind loading sequence to simulate the negative and positive pressures that occur during severe weather. NOTE, LAG BOLT TO UNDERSIDE OF DOUBLE TOP PLATE w/ X" x 3* LAO SCREWS at 12*0c. 9/16* DIA. HOLE AT 12* OC. 3— 7/8- DIA. HOLE EACH SIDE OF WEB TYP. TOP OF BEAM STAGGERED 3— 3/4" A325 REO'D EL RI E A" B 1O" x 4* X 3/8* PLATE 10* x 4* x 3/8* PLATE -3 GUSSET + 0 1+ MEMBER SIZE TABLE A A A W10 X 19 B W10 X 19 TOP OF FLOOR SYSTEM 5' x 12" x 1/2" PLATE W/ (2)— 11/16- DIA. HOLES ANCHOR w/(4)— 5/8- EPDXIED ANCHORS EMBEDDED 8* I TOP OF CMU STEMWALL STEEL FRAME DETAIL P 1%KEY- PTTRONI JEFFREY K. HULSBERG, P.I M5 HARTIXy ROAD, Ste.202 JACKSONVILLE. FL 32257 PH. (904) 8W-2401 FAX (904) 260-4367 �« FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION NOTICE TO PROCEED Permit Number: DU-253 Permittee: Permit Expires: April 21, 2003 Judy A. Jenness c/o Gerald Vermey, President Vermey Architects, P.A. 420 South Third Street Jacksonville Beach, Florida 32250 You are hereby granted final authorization to proceed with the construction or activities authorized by the permit number referenced above. Authorized work must conform with the detailed project description, approved plans, and all conditions including preconstruction requirements included in the final order. A brief description of the authorized work follows. Project Description: Construction of swimming pool, excavation and fill placement. Project Location: Between approximately 50 feet and 100 feet south of the Department of Environmental Protection's reference monument R-44, in Duval County. Project Address: 1881 Beach Avenue, Atlantic Beach. Special Instructions: Preconstruction conference required. Questions regarding the permit or this notice should be directed to the undersigned at: Office of Beaches and Coastal Systems 3900 Commonwealth Blvd. - M.S. 310 Tallahassee, Florida 32399-3000 to Notice Dana A. Latino, Engineer Telephone (850) 488-3180 DAL/kbc cc: Permit File Permit Information Center Tommy Carter, Field Inspector Judy A. Jenness, Property Owner City of Atlantic Beach Building Official DEP Form 73.131(Rev.01/97) Post Conspicuously on the Site CITY OF ��Qa�rtic t each - ��vr�da- 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX (904) 247-5805 SUNCOM 852-5800 March 11, 1999 TO WHOM IT MAY CONCERN: Re: 1881 Beach Avenue We have reviewed the project located at 1881 Beach Avenue and find that it meets all codes and ordinances of the City of Atlantic Beach pertaining to building and zonina. Sincerely; Don C. Ford Building Official George Worley, II Zoning Director CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION_.,- _-__ _L LOCATION INFORMATION Permit Number: 17882 Address: 1881 BEACH AVENUE Permit Type: FENCE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: _ Improv. Cost: 2,950.00 I— OWNER INFORMATION __- Date Issued: 3/09/1999 Name: JENNESS, JUDY Tota! Fees: 10.00 Address: 1881 BEACH AVENUE Amount Paid: 10.00 ATLANTIC BEACH, FL 32233 — Date Paid: 3/08/1999 Phone: (904)269-6822 Work Desc: ERECT ALUMINUM ORNAMENTAL FENCE CONTRACTOR(S) ——_- APPLICATION_FEES DUVAL FENCE PERMIT 10.00 ' I Inspections Required NOT APPLICABLE NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" A/'�n/'�n I Il'. T n r11 n In Ili nt^ T� r+•• r�+-r �/ ISSUED ACCORDING 1 O APPROVED PLANS WHICH ARE PARI OF I HIS PERMIT T AND SUBJEC I TO REVOCA I IVIV FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW, I I $10.0014 GDate: 3/11/99 01 Receipt: 0%Q%4 CHECKS 91x9 ATLANTIC BEACH BUILDING DEPT. 00100003221000 I RECEIVED 4�R 5 1999 City of Atlantic 'Beach APPLICATION FOR FENCE PERMIT ��In And zdnin Owners name__ ,c�_ �Y1XL� __-------- --Phone Z�2' g�I / Q.' �I ---- ------------ Job Address---L•u-sffi__ 'La��A-v- `--------------------------- Lot_44___Block and/or Unit #___2 _Subdivision_____________ Contractor if different from Valuation of fence 8 Z '95_6,27 Corner or interior lot ---�----- ---------- Type construction_ALLUD U�M jQr-daInIm- Show location and height of fence as well as location of street(s). 0 (� • B� Owner signature------------- ------ ______________ Contractor signature Date _________ ________ r PACKING LIST & SKETCH BILL TO: SHIP TO: JUDY JENNESS SALESMAN: GARY 1881 BEACH AVENUE ATLANTIC BEACH, FL 32233 242-9603 868-7839 FAX 249-8760 51' 5411 high Fencing QTY. RECORD # ITEM 4 3503 211 X 211 X 4 .5' GUARDIAN END POST DEWARD X'TRA /Ea. 8 3502 211 X 2" X 4 .5' GUARDIAN LINE POST DELGARD X'TRA /Ea. 6 3505 211 X 211 X 4 .5' GUARDIAN GATE POST DELGARD X'TRA /Ea. 10 3501 4 .51X6' GUARDIAN (3 RAIL) DELGARD X'TRA /Ea. 3 3507 41X4.5' GUARDIAN GATE DELGARD X'TRA /Ea. .2618 1306 HAND MIXED CONCRETE /Cu. Yard 1 NONE PERMIT 54"HIGH DELGARD ALUMINUM 4' x ORNAMENTAL FENCE GUBRDIBN x 31� 6• STYLE, BLACK tt 3 MRTCHING x SINGLE GBTE5 x x •:� TAKE OUT MOOD FENCE BE TWEE14 BLDG. At EHISTING FENCES. x .,. 4. 21 DUVAL FENCE, INC. 02-21-1999 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233- Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT I - { 'PERMIT INFORMATION '': LOCATION INFORMATION Permit Number: 17837 Address: 1881 BEACH AVENUE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: REMODEL Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: 'Improv. Cost: OWNER INFORMATION Date Issued: 2/25/1999 Name: JENNESS, JUDY Total Fees: 25.00 Address: 1881 BEACH AVENUE Amount Paid: ATLANTIC BEACH, FL 32233 Date Paid: 2/25/1999 Phone: (904)269-6822 Work Desc: WIRE FROM OUTLET TO SWITCH FOR SHUTTERS CONTRACTORS APPLICATION FEES VALCO ENTERPRISES/HENRY H. KROGE PERMIT 25.00 I II I I 'I ii i i - I I Inspections Reuired ROUGH ELECTRIC FINAL ELECTRIC i I I NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION I BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i i $25.0014 Date: 2/26/99 91 Receipt: 9837440 CHECKS 1179 ATLANTIC BEACH BUILDING DEPT. 08100893221888 CITY OF ATLANTIC BEACH, FLORIDA APProv�dDy APPLICATIiiiN FOR IELiCTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:-____ 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. ELECTRICAL FIRM. MASTER ELECTRICIAN SIGNATURE `JOURNEYMAAI NAME_� ADDRESS: • _ RFD-BOX- BLDG. FDBOXBLDG.SIZE BETWEEN: RES. APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( 1 NEW I I OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP, ( ) SIGNS ( ) SO. FT. SERVICE: N,EW ( INCHWE ( ) HEPAIR ( ► FEE CONDUCTOR SIZE AMPS COPPER i ALUM. SWITCH OR BREAKER _ AMPS _____ PH W_._ VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES _ _ CONCEALED OPEN--- TOTAL O-�O AMYB. 31.100 AMP6. , SWITCHES INCANDESCENT FLUORESCENT tip M. V. . FIXED 0.100 AMPS. _UVEB APPLIANCES _a BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS N.P. VOLTAGE PHS N0, I H.P. VOLTAGE PHS MISCELLANEOUS i CITY OF ATLANTIC BEACH _- -- - --_ -i DEPARTMENT OF BUILDING I 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 I. PERMIT INFORMATIONLOCATION'INFORMATION Permit Number: 17836 Address: 1881 BEACH AVENUE Permit Type: STORM SHUTTERS ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: _ "Improv. Cost: 31,800.00 OWNER.INFORMATION Date Issued: 2/25/1999 Name: JENNESS, JUDY Total Fees: 255.00 Address: 1881 BEACH AVENUE Amount Paid: 255.00 ATLANTIC BEACH, FL 32233 Date Paid: 2/25/1999 Phone: (904)269-6822 Work Desc: INSTALLATION OF STORM SHUTTERS CONTRACTORS APPLICATION FEES ROLLAWAY, INC./JERRY EUGENE HICK PERMIT 255.00 I I )ins actions Re aired FINAL BUILDING i �I NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER I "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" j ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i i 7 f t Date: 2126193 81 2�5.00 14 A NTIC -EAC-(: I freceitBUILD DEPT. CHECKS P 0037M 1179 00100003221000 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET ' Address— / ? ,P/ Date 12.-. �- S ' 9 9 Heated Square Footage per sq t t Garage/Shed 7n e f sq Carport/Porch 8---PeCr sq it = S Deck sP er scr f Patio TOTAL VALUATION : S3 (400 22 Total Valuation 1st $ 1000 0 1:5 Remaining Value C, .5- per thousani� or portion thereot TOTAL BUILDING FEE + 1,` I Filing Fee Fireplaces @ BUILDING PERMIT FEE WATER IMPACT FEE SEWER IMPACT FEE WATER METER/TAP c CAPITAL IMPROVEMENT SEWER TRF ) RADON (HRS ) CCE;) SECTION H PAVING ifYTDRAULIC SHARES CROSS CONNECTION $ ) SURCHARGE . 0050 8 OTHER $ GRAND TOTAL DUE S j S'Y.67(-? ADDITIONAL PERMITS OR. FEES : Mechanical Plumbing Electric/New Ele,--tric/Temp_; SwimminqPool Septic Tank Weli--; Sign_ FinishFloor Elevation Survey Other CALCULATIONS and/or NOTES : D 0 ( L4 CITY OF ATLANTIC BEACH PE7OaT APPLICATION REWDEL, ADDITIONS, OR ALTERATIONS MOVING,DiDOLITIONS Owner Os) :---, Address: Phone: Lot # Block or Unit # Subdivision:------- Contractor: 12 State License # oAq6 Address:-LQ)( LD4v7s-5k.Nt City tate__ L --Zip Code 3 3-.7_1c Describe work to be done: Present use of builcling: _ Valuation of Proposed Construction: P31 Proposed use:__ is this a:z addition? If yes, what are the dimensions of the added space-._ rt. X ft. Will the added area be heated and cooled? New electrical (or increase) ?_2.5 -" AAAV'LLJL ,U IL, ��M UJO New plumbing fixtures?j1-11--- New fireplace? /�—New Heat/AC? SUBMIT THF" (CC#*WMCIAL) TWO (RESIDEOTIAL) XWLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, KNERGY CODE FORMS, NOTICE OF AND OMMR/CONMACTOR AFFIDAVIT, IF OWNER IS CONMUCTOR. Signature OWNER:-4---- - Date* Signature CONTRACTOR. Date: Sworn to and sui),sc �-,cl betort! me this-161 ---day of___ RECEIVED UTARY BLIC STATE OF FLORIDA AT LARGE FFR 1 2 1999 *01'vs. Wharton Reid Crawshaw City of Atlantic Beach t�kc- *JW*My Commission CC725698 Building and Zoning Expires March 18,2002 Book 9201 Pg 134 NOTICE OF COMMENCEMENT RECORDERS USE ONLY Permit No. Tax Folio No. 5 MIN. RETURN State of Florida 10 PHONE# c14 `d q-0 7q ie undersigned hereby informs all concerned that improvements will be made to certain real property,and in accordance with section 713-13 of the Florida Statutes(Revised 10-1-96),the following information is stated: Legal Description of Property: 1�g1 -3aa33 v General Description of Improvements: Owner Name(printed): ZU Uy 3-EW N!j SS Address: I$$1 S E14C-H A V k, RTLA^'rj C. -99AG bF Owner's interest in Property: Fee Simple Title holder(if other than Owner) Name(printed): Address: _ IQA Contractor(printed): ( T -0.- IMP- Address: 6f) V 111as ica FL Telephone:&4) a[VL -0144 Fax:(4A ZA-3MC Surety(if any)(printed): Amount of bond S Address: Telephone:t ) Fax:L ) p " 1304`+ Person or Lender making a loan for construction of improvements: Doc# 99039073 Filed g Recorded 02/17/99 Name(printed): --Q.3.01403 P-14- HENRY W. COOK Address: CLERK CIRCUIT COURT Telephone:f ) ----.Fax:L ) REC. 6.00 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Statutes: Name: Address: Telephone:( ) Fax:_( ) In addition to himself,Owner designates the Mowing person to receive a copy of the Lienor's Notice as provided in Section 713.13(1 Xb), Florida Statutes(fill in at Owner's option). Name(printed): _ Address: Book 9201 Pg 134 NOTICE OF COMMENCEMENT RECORDERS USE ONLY Permit No. Tax Folio No. 5 MIN. RETURN State of Florida ' PHONE # D `d V`0 7q9 75e'—undersigned undersigned hereby informs all concerned that improvements will be made to certain real property,and in accordance with section 713-13 of the Florida Statutes(Revised 10-1-96),the following information is stated: (� Legal Description of Property: 1(Ig 1 0 ��G l ))� FG 3a a33 General Description of Improvements: Owner Name(printed): at)>y SL NN SS Address: ArLA A)Ti c, '9"c e; Owner's interest in Property: Fee Simple Title holder(if other than Owner) Name(printed):_ — pAd�1drr^ess��: _ n o�Contractor(pnnre�>: T � -a- 1" 1 Address: t T2 L 3 Telephone:&4l �tt:�-01 Ll Fax:(4d11 o2( 4-3l7 1 _ Surety(if any)(printed): Amount of bond S Address: Telephone:L ) Fax:j , M1 Fig: 134 Person or Lender making a loan for construction ofim improvements: Doc# 99039073 8 P Filed & Recorded 02/17/93 Name(printed): HENW1ID00Y, -m— CLERK CIRCUIT COURT Address: DUVAL COMY, Telephoner, Fax:S ) REC. $ 6.00 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Statutes: Name: _ Address: Telephone:( 1 Fax:( ) In addition to himself,Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(l xb), Florida Statutes(fill in at Owner's option). Name(printed): Address: -- HLTWMCANE ENGINEERING &TESTING INC. Dr. Wakar Ali Dr. N. Kosar Computer Caatrolled Product Testing& Design, A. Viqar,P.B. Wind Load Analysis La::ge Missile Impact Test Cyclic Wind Pressure Test Date:Tue Aug 0913:53:49 1994 REPORT NUMBER: HETI-94-240 dR+P,P R O V E D MANUFACTURER: Roil-a-way CITY OF ATLANTIC BEACH 10601 Oak St.NE St.Pete,FL 33716 BUILDING OFFICE TEST LOCATION: Hurricane Engineering&Testing Inc. F E B 24 1999 8532 N.W. 64 Street Miami,FL 33166 LAB. CERTIFICATION NUMBER 94-0119.02 PRODUCT: Roll-Shutter PRODUCT SIZE: Sample I 62"08" Sample I: 62"x84" Sample ISS 62"08" PRODUCT DESCRIPTION: Exxtnuled Aluminum(US 60 slats) DRAWING NUMBER: 9473 �I-Farooq Corporation DESIGN LOAD: Samples I,IL&r 1U +70,-85 NOTE:HETI stamped drawing is as integral part of this report. C � e TEST WrIrNESSED BY., (full or Martial) eu��yjf 999 fit/ nth 1 - Dr. Wak ar Ali(HETI) h int! c Q c Mr. Aralmd Viqar,P.E.(KETI) Mr.Hector M.Medina,P.E.(I-IETI) e W.Tony C. Agee E.I.T. (HETI) Mr. Sidi key Reed (Mfg.) 9532 NW 64th Street,Miiatni,Florida,33166.Phone(305)597-5590,Fax: (305)597-7023 INSTALLATION Sample I(wall-aaoant)-The sample ;vas installed An the wood ehamwr vAM tiollvw LlLxA s Un reel, aidt. The aluminum tracks (3"x1")were 3t=hed to the cLaudxr with 1/411x2" tnpeone @ 8" o.c..The specimen was not anchored at thu butt oui. The slats.which were housed in the luxnd by manual crams, urea umd a 5/911x 0.05". Thn hnttnm c121 measturd 2-1(4'X1/2" iWO conte ped a plastic insert at each end acting as a stop. Sample II(build-out)-The sample v vas installed in the wood chamber with hollow blocks on the left side- only. 1 ne MSMIauuu w4b lutcud.4 l., a balssay iotallatinn Tha right trek (3"NI")WAj anuhed to u muWou(Iff-.41)with 01111 11 ECrews(4 8" ox.. The right mullion was attached to the top and bottom of the chamber(into the wood)using(2)#12x2" self tapping screws with aluminum post casting (2"x3'l. The left side post attached to the chamber blocks with 1/4"x1-3/4"topcons @ 8"o.c. T6z. t~46-1 emchus t4 tha peek etath f}1'tY)." crr.raux(a1 3"0.c.. Tha Slats were 4s descrxW in sample I. Sample DI(inside-mount)-The sen tple was installed in the wood chamoer w an hollow Dlouxs vu uul.0 sides. The tacks (3"xl") werc atWhad-to anglas(1':.t2") with#17.x1"Screws Q 8"ox..The tracU and angles were individually attached to the chamber blocks with 1/4"xl-3/4"tapcons a? 8" o.c.. The slats were as described in sample L Large Missile Impact Test ----- -- ------ , — L.k.On vcoaityMaxi.Drf{rattan 3ei (fps) (in) iia) Sample I center so 3.008 0.490 Cotner 48 1.600 0.906 Sample 11 'VCULW4 nn 2.761 0.542 comer 50 2.375 1.375 Sample III center 49 3.375 0.260 corner 49 1.938 0.975 i'1.5la� The spasimstu nroro imrirtw9 uAth a#2.1mithOr1111111G 545, P 1Vjj 2"x4" tnisslei 90"lonf. i R 2 P • Cyclic Wind Pressure Test s Date&Time of Test Fri Aug 05 10:::2:37 1994 NEGATIVE PRESSURE Load Deflection Set Recovery Duration (PSF (in) (in) (%) (Sec) CYC--600 43 1.947 1.538 CYC=70 51 1.965 1.758 CYC=1 111 3.689 3.297 0 0.183 0.183 95.044 Date&Time of Test Fri Aug 05 10:22:37 1994 POSITIVE PRESSURE Load reflection Set Recovery Duration (PSE) (in) (in) (%) (Sec) CYC=-600 35 1.420 1.480 CYC=70 41 1.531 1.590 CYC=1 91 1.925 2860 0 0.506 0.506 73.743 SAMPLE U Date&Time aof Test:Fri Aug 05 10:22:37 1994 NEGATIVE PRESSURE LoadDeflectionDeflection Set Recovery Duration (PNS I (in) (m) (%) (.Sec) CYC=600 43 2.259 1.703 CYC--70 51 2.323' 2.033 CY0=1 111 4.399 3.791 0 0.398 0.398 90.954 f 7 Date&Time of'fest Fri Aug 05 10:22:37 1994 POSITIVE PRESSURE Load Dc lei-don Set Recovmry Duration (PSF) (in) (in) M (Sac) CYC=600 35 1.581 1.700 CYC=70 41 1.764 1.870 CYC=1 91 3.259 3.630 0 C.495 0.495 84.818 SAMPLE I[1 Date&Time of Test Fri Aug 05 10::.2:37 1994 NEGATIVE PRESSURE Load Deflection Set Recovery Duration (PSF) (in) (in) (%) (Sec) CYC=600 43 3.194 1.703 CYC=70 51 1377 1.923 CYC=1 111 -1.248 3.462 0 0.774 0.774 81.772 Date&Time of Tat Fri Aug 0510:22:37 1994 POSITIVE PRESSURE Load Deflection Set Recovery Duration (PSF) (in) (n) (°yo) (Sec) CYC--600 35 1.742 1.590 CYC=70 ( 41 1.958 1.810 CYC=1 91 3.571 3.630 0 0,710 0.710 80.120 OBSERVATION: The tests sere performed for compli ance with protocols PA 201-94 and PA 203-94. Prior to testing,each shutter operated properly. At the cot iclusion of the cyclic wind pressure tests the fasteners for samples I, IL&III,were firmly in place.There was no opening or rupture and the mounting hardware was intact. Dr. Walmr Ali Lector Ni Medina P.E. President Resident Engineer 1,o ' ttt 4 VYL Expeditious service Conscienrioru resting B47973 MIAMI TESTING L.2-"%.BOX2ATC)RV October 5, 1995 a division of Center for Applied Engineering, Inc. File Number: 95- 123 8 Report Number: 13 1640 West 32 Place Hialrah, Florida 33012-4585 Phone:305-822-1141 Page 1 of 2 R& D RE MORT TEST OF ALUMINUM STORM S11UTT1.R Client. Roll-a-way Prime'Windo Project: Experimental Sample_ Laboratory Number 16544 Sampled by, Your representative and remived September 12, 1995 Reported to: Roll-a-way Prime Windo 10601 Oak Street N.E. St.Petersburg,Florida 33,716 Attention: Mr.Helmut Paule Description of Test Unit:(as received) Laboratory Number. MTL- 15544 Model Designation: Series;Aluminum Roll-Up Storm Shutter Sample Mounted to Blade Length Positive Negative Overall Height Mounting (block/wood) Clear Span Clear Span of Shutter Configuration A-1 wood 641'/2" 66'/4" 65'Iz" 96" wall mount 8-1 wood `9" 553/4" 55 /Z" 96" wall mount C-1 wood ° 1" 48" 47" 96" wall mount Results of Test: Structural Load Test:Note:All structural load tests were performed per ASTM E330 and at thirty second duration. The deflection and set are for the total deflection of the shutter system tested including movement due to the head and sill 9-12-95(Xox) Unit A-1 Load Deflection Sat Recovery (Psf) (inch) (inch) (%) .50 2.192 0.078 96.4 -70 3.209 0.:36 95.8 -90 4.211 0.:.44 96.6 -100 4.664 0.110 95.5 -110 4.854 0.228 95.3 -120 4.908 0.155 95.4 -130 5.020 0:105 91.9 -140 5.114 0.500 90.2 -150 5.392 0.767 85.8 -160 --- ---Unsatisfactory After 12 seconds at 160 psf the slats pulled free from the track. • . ^.u+^*1^--eTrn Fnn TIP nem 1f"Nr wqc oFTQ!OI trw To wh OM N'a ADDNdt[C IM AMLICATION 19 ONLY TO THQ SAMFLN TJ TCD ANO 1S NOT N[CYGCIIRILY INDICATNfi CF TH!OWLIT1U OM AOFA"1 ..^^............_....... .....,..,.....n.w.....wino.nnu n.w•+w• B-47973 October 5, 1995 File Number:95- 1238 Expeditious te7vice Report Number: 13 Conscientious ening Page 2 of 2 9-12-95(Xox) Unit B-1 Load Deflection Set Recovery (psf) (inch) {incl►) (%) -50 1.288 0.084 93.5 -80 2.072 0,133 93.6 -110 2.858 0,166 94.2 -140 3.640 0-20 94.3 -170 4.625 0.4C5 91.2 -190 4.824 0.49 8 90.5 -200 5.078 0.5:0 89.5 -210 5.485 0.7 1,1 85.9 -220 5.535 1.00 80.3 -230 --- --- ---Unsatisfactory-Slats pulled free from track. 10-3 and 104-94 (Xox and Daniel) Unit C-1 Toad Deflection Set Recovery (psi) (inch) (inch) (%) -50 0.819 0.039 95.2 -100 1.621 0.0.1.8 97.0 -150 2.404 0.04 95.7 -200 3290 0.258 91.9 -220 3.780 0.344 90.9 -240 4.064 0.520 87.2 -260 4.853 0.556 88.5 -300 — -- (see note) NOTE: Unit failed to recover the required:10%at-300 psf test load. Remarks:The above tests wefe conducted in accordance with the instructions received from your representative.This report is an experimental report for the sole use of the client and does not include all of the information necessary for evaluating the performance of the unit described.Other re:)orts may be generated from these tests that contain more complete descriptions and/or details of the unit that are required':o obtain the results reported Witnessed all or part by: M1ANH TESTING LABORATORY Mr.Ernest Mitchell,P.E. Mr.Rocco J-C.Moro la'aiwa, Mr.David G.Ober,P.E. David G.Ober,P.E. Laboratory Technicians: Mr.Xox Swygard V2-Roll-a-way Prime Windo Jecember 16, 1994 �j LJ cawriens.—MS rerTn$ File Number 44-1238 MIAMI "i' STINC L1'�BC�12.ATC�IZY Report Number: 8 a divis7n of Canter for Applied E•tgineoring, Inc. Page 1 of 7_ u 1640 Wen 32 P/a« Hiukd , Florida 3301Z�1585 Pho=305-422-1141 B-47596 'rFST OF ROLL-LT SHUTTER Client: Roll-a-way Prime Windo," Project various Sample: l.aburatory Number 16293 Sampled by- Yuu,representative and re zived November 72. 1994 Reported to: Roll-a-way Prime Windows I rJ601 Oak Street N.E. St.Petersburg,Florida 3:3716 Auention: Mr. Helmut Paulo . Drsrription of Test Unit: Laboratory Number: MTL 16793 Series:. Altrrninum Roll Up Shutter with US 60 Alumintun Extruded Slat Test Sample Size. The interior opening Van 53 3/4"wide x 83 1/2"tall. The sample was mounted in a 2 x 12 wood test buck. The ovczall dimensions were 59 7/3"wide x 941/4"tall. No.&Sizc of Stats: Each blade is an interlinking,curved blade 2 1/8"wide(not including interlock)by 3/8"thick. Concave tide at slat faces exterior. The blade length was 57. Tracks: 2 tracks. 'Track is 3"x't"x 3"x 118"thick x 84"long"U11 channel with 112"deep slot for blades. Operators and Locations: Slats roll up int► a roll-up box which is mounted above the two tracks In a wall mount configutatton. The roll-up is electronically,)perared. Storm Bars:*The storm bar was installed oil the mtcrior and exterior of the wall mount shutter with a 1/9-Sap between the storm bar and the shutter. Tbc top and bottc m bracket for the storm bar were the same; an extruded aluminum channel 13/8" x 15/1,6"x 13/8"x 1/8"thick x 2 3/9"long with two mounting flanges,each 314"wide The top bracket was secured to the undersWe of the mll-up box with fom-#12 x 1"long sheet metal screws,two on each mounting flange, 13/4"apart The bottom bracket was secured to the wood tee:buck with four 174"x long sheet metal screws,two on each mounting flange. The storm bar was an extruded aluminum tc be 13/8'x 3"x 0.076"Cluck x 82 3116"long.The channel portion of cath tsracker tit inside the end of storm bar and secured v,ith one#12 x I-sheet metal screw through each 3"side of bar into the legs of channel, The storm but was installed with tt a long dimension perpendicular to the plane of the shutter. The side ofthe storm bar thar faces the shutter had two wearhersuipping grooves that ran the length of the storm bar.A White vinyl bulb weatherstripping was used in The wcatherstr ipping grooves along the stvnn bar. Reinforcement: None. Tt7 NVw a ivawnw x011 IM rauumn UN 0r TW.CL"T TOWN DM R � O Mmnm res A1*u'anION M 0MITT0?"C Uh1r1YT=TC0 ANO YJAW*= MMW W MQWr or TNi oL&gAU OI AFlM .n.n•n�w��u r.►n•��TM hIV MATOM N'rnTT,1101T�.CONOtWIO v7aM{1IT11ALIf/NQY 011 p(Qw1101MG OUNM 011 OFAN'10FQNtd[A1I011 pC,1oNNrKn�twrrauM 00'ft$@ PTWIIIRI M.)RPM* 1 _ Der.amlim 1 b. 1994 file Number 94-1238 Report Number:9 �t-xpediriout ie—F B-47596 (,03sciaxilUus ZrIft",, Results of Tests: 11-22-94 Unit A 2 Large Missile Impact Result,% Location Specd Deflcc#ion set (Wisec) ('inches) (inches) Center Bottom 50.3 7/8" 0.00 Impact Locations:X was 29"frc=right and 40"from bottom; X rnmments:-Missile did not penetrate storra bar.No damage to anchors or fasteners was observed Remarks: 'rhe above bests were conductec.in accordanm with the uistructions received from your rcpresenutave.Tests were t oadneredialhegmeral requirements of 4je South Florida Building Code. Witamsed all or part by: MIAMI TESTING LABORATORY Mr.F:t' int Mitchell P.E. Mr Rocco Morn 0 -9-- Mr David G.Ober P. 1`` Nvid G.Ober P. Laboratory Technicimms: Mr. Menahem kladJea 2-hull a way Prime Windows V y.T,Peaxr ,JCrw—, .../Alf lCST tYfg ,IJCL:CuiiJ�l a1y File Number 94-1238 MI,5,Ml TF.S'I'ING L1 ,- :SORP TC)R T Report Numb=7 a divlslan of Crenter far Appli-.-1 E=aginoorinsi.Irw. Pair 1 of) t640 war,3.2 Place R aimh, Fl,,,►;da33012-4585 P6aw 305-822--1141 8-47582 TEST OF RUl.if-UP SHUTYER CIient )moll-a-way prime Windows Project, Various Sample: Laboratory Number 1629- Sampled.by: your representative and received November 22, 1994 Reported to- Moll-a-way Prime Rradovrs 10601 Oak Smet N.E St ,Petersburg,Florida 33716 Attention, 1VIr.Helmut ,Paule i>kscrii;4un of Tcsi Unit; Laboratory Number.. MT1, 16295 Series: Aluminum Roll LTp Shutter with U;60 Alumirnun Extruded Slar Test Sampic Size: The interior opening w;ts 53 3/4"wide x 117 3/4"tall. The ssmple was mounted in a 2 x 12 wood test buck 'I he overall dimensions were 59 7/8' wide x 1311/2"MIL #&Size of Slats: Each blade is an interloildrig,curved blade 2 1/8"wide(nut including interlock)by 318"thick. Concave side of slat faces exten'm The blade lengti was 57". Tracks: .2 trades. Track is 3"x l"x 3"x :./8"thick x 119 12"long"U"channel with 1 la"deep slot for bladts- Operators and Locations: Slats roll up icto a roll-up box which iti mounted above the two tracks in a wall mount configuration. 'the roll-up is electronically operated. Storm &bars: The storm bar was installed 1m the interior and exterior of the wall mount shutter with a 1/8"gap between the storm bar aad the shutter. Tho top and botmm bmicet for the storm bar were tate same; an extruded aluminum channel l 'i18" x 15/16"x I W8"x 1/8"thick x 3 1/8"Ion„with two mounting flan,5, each 3/4''wide. The top bracket was secured to the: orkxslde of ffie roll up box with six 012 x 1"long sbcet metal screws,three on each mounting flange. The bottom bracket was secured to the wood tar buck wiitY four W 12 x 3"long A=metal screws,two on each mounter Flange.The storm bar was an extruded aluminum tribe 1 W%4"x 117 7116"long;wall thickness was 0.115'at 4"Wads, 0.260"at one 11/2"wall and 0'3 50"at the I I rt"wall with weatherstrip grooves.Tbc channel portion of each bracket fit inside the end of storm bar and secured with one# 12 x 1"sbaet metal screw through each 3"side:of bar into the legs of channel. The opening of rhe rube of rho storm bar .fit over the top and boUorn t rackets. The storm bar was installed with the long dimension perpendicular to the plane of the shutter. The side of the storm bar that faces the shutter had two wenth=w1pputg grooves that ran the length of the storm bar A white vinyl bulb w"therstriltping was used in the wearherstripping EXaovcs along the storm bar. Reinforcement None. «rs arPonr d 3uttWt t u/OR TW ii7tOW6r4V u5!00TW CLAXrro t-HOU 1r 6 AWRESWn f7b A1q LrAY lw 4 ONLYTO(W Lm*V YJWW•mu d NOT NFCL1&1UCT WMCONG OF P*OWNrtW Or M . .. .. .^+�.niHt•rRmwcirSTItTFMrNISCON,aur,1010OFFXIAA MUM C1nCGMrnAGCMFAG,ants,OROFWdYOFOUR 1GLtORIN34IMAWaHtxiTOURE7V1t1J3Mtf usaus.17a December 12, 1994 File Number 94-1238 Report Number. 7 tz�edelsou<se•v�ts Page 2 of 2 Gaa,cient:our testing B-47582 Rcutts of Tests. I1-22-94 Und C 1 Large Missile Impact Results Location Speed Deflection SO (ft/sec) (inches) (inches) Center Bottom 50.3 /q" 0.00 Impact Locations_ X was 30"from right and 58'/a" from bottom, Y Comments: Missitc did not p=ctrate stm=u bar.No damage to anchors or fasteners was observed. Remarks;Ibe ahovc tests were conducts d In accordance with the instrucuons mceived from ywr neprese tativc.Tests were conducted to the general requirements of the South Florida Building Code. Witnessed all or put by: MIAMI TESTING LABORATORY Mr.. EraL-,t Mitchell P E. Mi Rocco Moro Mr. David G_Ober P. x David G.Ober P.E. I.aboratury'1 echnicians: Mr Menshcm Hadjez 2- Roll a-way Prime W-1dows VE�xpediT 'rfvrce - lUeCemDer 11, 1 yyy Corr,rYes...aur tcrriag Filc Nuraber94-1238 ReVMLA MI TT..S 7TTNC L A-B O1 AT(DRY Page I Nutnber. 6 a utvis�on oT cant~ ror Apppes►,cnyutvorb-g.erw-. Page 1 of 2 13-47581 1640 Wea :12 Place Hialeah. Florida 3.40-12. 585 Pbow.305-8224M M FEST OF RULE-UP SUL-D ER Chent Roll-a-way Prtme Windows Nroleea: V;uious Sample l.aburatory Number 16214 Sampled by Your representative and:.eceived November 22, 1994 Reported 3 Roll-a-way Prime Windows 10601 Oak Street N.E. St.Petersburg, Florida 31716 Attention: Mr. Helmut Paula Description of Test Unit: Lobotatory Number: 1V-M 16294 Sents: Aluminum Roll Up Shutter with US 60 Aluminum Extruded Slat Test Sample Size: The interior opening utas 53 314"wide x 105 3/4"tall. The sample was mounted in a 2 x 12 wood test buck. The overall dimensim were 59 7/11"wider x 119 114"tall. L No.&Size of Slats: Each blade is an interlocking, curved blade 2 118"wide(not including interlock) by 3/8"thick- Coticavp side of slat faces exterior. The blade lenith was 57". Tracim: 2 tracks. Track is 3"x 1"x 3"x 1/8"thick x I07"tong"U"channel with 1 1/2"deep sloe for blades. Operators and Locations: Slag roll up into a roll-up box which is mounted above the two tracks in a wall mount confi;;uranlon. The roll-up is electronically operated_ Storrs Bars The storax bar was lnstatted on the twedor and exterior of the wall mount shutter with a 1/3"gap between the. storm bar and the shuuer. The top and bcttom bracket for the storm bar weer the same; an er cbrudeed almninum dmuel 13/91' x 15/16"x 1 3/9"x 1/9"thick x 2 Sig"long with two mo=dng flanges,each 39"wide. The top bracket was sec.U1'ed to the emdetslde of the roll up box with four#12 x 1"long sbeet metal screws,two on each mountmp flame. The bottom bri cket was,secured to the wood test buck with four# 12 x 3"lonpheet screws,two an each mountimg flange.The storm ber was au extruded aluminum rube 13/8"x 3"x 0.076"thick x 105 518"long.The cbannei portion of each bracket f t inside the cad of storm bw and sc=ed with c=#12 x 1" sheet metal screw dmouah each 3-side of bar into the legs of cha mel.Thc:storm b r was tnsralled with the long dimunsion perpendicular to the plane of the:shutter. The side of the storm bar that faces the shutter had two weatherstripping;guovees tbat rai the:length of the storm bur. A white vinyl bulb weatherstripping was used in the weathersatppmg grooves along the start,bar. Reinforcrmcnt: An extrodrd aluminum"1"beam 13/16-x 2 3/16"x 1 3/16"x 0.180"thick op short flanges and 0.095"thici at the web x 1015/8"long was used inside the tube of the stoma bar. r N'S ArMAT K%UAW11 u Iran rHe gxcui!;Iv uSE OF THE CLKNT'no WNOY rr 0 ADDA=L*rrs AM CATKM M ONLY 70 Tri MMrL61E W""'0 r'MW XECESSAMLY MiDICMWC or TA DUAUT"e»0 . ,. 111.,r II'MONS"M41 fllcrtsMOMOnhMMUINaQUnwuaNr*ORO/ANTOrOMIgcAlsonKonmMWlnlprraun swoommmntasoN 01 1/61 YA Report Number. G PXPO-.dtltoIci rewire Page 2 of 2 cosccterctrow testtRg B-47591 Result,of Tests: 11-22-94 11nit B - Urge Missile Impact Results Location Speed Deflection Set Ovsc+c) (inches) (inches) Center Bottom 50.2 /," 0.05 Impact Locations: X was 52"from right and 30"from bottom; CommeaW Missile diel not pctaetratc suirm bar.No damage to mxhar5 or fasteners was observed. Remarks:The above tests were cvuducdrei in accordance with the instzuctions received from your representative.Tcsts caste coadated to the general sequizettteuts a f the South Florida Building Code- Witnessed all of part by: - NZAIVU TESTING LABORATORY Mr F.tnest Mitc6eII P.E. Mr.Rocco Moro /-�— Mr, David G.Ober F.E. David C.Ober P.E. I-aboratory'l w1mcians. Mr.Mcnahem Hadjez 2-Roll-a-way Prime Windows. '73 t18aTeTH U11 DZBT Sze SOC XVa zs;TT 96/cI/Z December 11, 1994 Y� File Number 94-1238 7 YA Report Number. 5 F.xpedr(rous-serwrcr Paso`I of Z t.gn�crshrtauS te�lrn B-47578 Results of T&,;es: 1122-94 Unit A - 1 Large Missile Impact Results Location Speed Deflection Set Ot/see) (inches) (inches) Centex Bottoms 50.5 11/�" 5/g" Impact Locations; X was 30"from right ane 41"from bottom; X comments. 1 ears Approximately 21I."long occurred on the from and left nand surfaces of the sto=bar_No damage to anchors or fk%eners was observed. Unit A- Lame Mssile Impact Results Location Speed Deflection Set (ftlsec) ,.(inches) (inches) Center Bottom 503 '(e" 0.00 Impact Locations:X was 29"from right and 40" from bottom; . X Comma-uts:Missile did not penetrate storm bar.No damage to=chors or fasteners was observed. December 12, 1994 File Number 94-1238 r Report Number:5 I,upeddlou-S service Pale Q[3 B-47573 Ln.cseJrre1i00 ICOM4e Remarks: The above tests were conducted at accordance with the instructions received&am your representative.Tests wcrL: cunducted to the n-cneral requiremCats of the,3outh Florida Building Code Witnessed all or part by: N ANTI TES I-ING LABORATORY W. Ernest Mitchell P. E. dt— Mr Rocca Moro Mr.David G. Ober P.E David G_Ober P.E. Laboraury Technicians: Mi Menahem Hadjez ?-Rall-a-way Prime Windows ''��1 ' •r 1 fTl>1Y IITfI ^ITM . +nom n.r, nnn otJ t TO r r nn int iVe% HURRICANE, ENGINEERING &TESTING INS. Dr.Wakar Ali Dr. N.Kosar Computer Controlled Product Testing& Design, A. Viqar,P.E. Wind Load Analysis Unifo rm Static Air Pressure Test Date:Mon Aug 08 15:09:32 1994 REPORT NUMBER: NETT-94 238 MANUFACTURER Roll-a wal 10601 Odc St NE St_Pete,FL 33716 TEST LOCATION: Hurricane:Engineering&Testing Inc. ; 8532 NX. 64 Street Miami,FL 33166 LAB, CERTIFICATION NUNMER: 940119.02 PRODUCT: Roll-Sl utj er PRODUCT SIZE: Sample I 54"x 84" Samplo H 64"x 84" PRODUCT DESCRIPTION. Extrwled Aluminum DRAWING NUMBER: 94-73 Al-Farooq Corporation DESIGN LOAD: Sample I +100,45,410 Sample 11 -60 NOTE:I'I'I stamped drawing is an integral part of this report. TEST WITNESSED BY: (full or Partial) Dr. Wake.-All(HETI) Mr. Arsh{d Viqar,P.E.(I TI) Mr.Hector M Medina,P.E.(EMI) Mr.Terry C. Agee E.I.T. .(HETI) W. SidneyReed (Mfg.) 8532 NW 64th Street,Mam,Florida,33166.Phone(305)597-5590,Fax: (305)597-7023 + INSTALLATION Sample I(Wall-mount)-The sample was installed in the wood chamber. The aluminum cracks (3"xl") were attached to the chamber with 1/t"x2"wood screws @ 8"o.c..The specimen was not anchored at the bottom. The slats,which were ho xsed in the hood by manual crank,measured 2-5/8"x 0.05". The bottom slat measured 2-1/4"xl/2",ami contained a plastic insert at each end to prevent the slat from entering the hood Sample II(W211-mount)-The smnp:a was installed as described in sample L Unifoim Static Air Pressure Test SA VLE I. Date&Time of Test Mon Aug 08 1:i:09:321994 POSITIVE PRESSURE Load Deflection Set Recovery Duration TM (in) (in) ("/o) (Sec) Preload 50 0.699 30 0 0.010 0.010 98.569 Desip load 100 1.355 30 0 0.023 0.023 98.303 Date&Time of Tear Mon Aug 08 15:09-32 1994 Posrnm PRBsstR Load Deflection Set Recovery Duration (PM (in) (in) (%) (sec) Preload 75 1.065 30 0 0.011 0.011 98.990 Test load ISO 2.076 30 0 0.043 0.043 97.927 2 Date&Time of Test: Mon Aug 08 1;':25:241994 NEGATIVE PRESSURE Load Deflection Set Recovery Duration (PSF1 (in) ( ) (%) (Sec) Preload 64 I.086 30 0 0.022 0.022 98.020 Test load 128 2.183 30 0 0.097 0.097 95.566 Date&Time of Test: Moa Aug 08 1'1:25:24 1994 NEGATIVE PRESSURE Load Detlecti<►n Set Recovery Duration (PSF) (in) (W) (%) (Sec) Preload 83 1.387 30 0 0.011 0.011 99.225 Test load 165 2.721 30 0 0.097 0.097 96.443 SALE H Dare&Time of Test: Wed Amy 1011*53.201994 NEG14TIVE PRESSURE Load Deflection Set Recovery Duration TSF) (in) (in) (%) (Sec) Preload 45 1.850 30 0 0.011 0.011 99.419 Test load 90 3.571 30 0 0.075 0.075 97.892 OBSERVATION: 'rhe samples were tested for compflaoce with protocol PA 102-94. The shuLicrs wcxC njaat oual Wore the test,and all fastoacrs vmro in place at the conclusion of the test. Dr. Wakar Ali Hector NL Medina,P.E. I�eoeidaut RaeiAAnt Rngin�; � a �l��'� �� 3 HUR RAFCANE ENGINEP, NG &TESTING INC. Computer Controlled Producl Testing& Uexign, Wind Lead Analysis Uniform Static Air Pressure Test D:uc: August 3. 1998 REPORT NUMBER: BETI 98-751 MANUFACTURER: Roll-a-v ay S(orm;end Suanity Shutters 10601 031C Street NE St. Pctc•sbulrg,FI, T/16 TEST LOCATION: Hurricane Engineering dr Trsting.Inc. 8.532 N.W.64 Street Miami, FL 33160 LAB. CERTWICA ION NU MER: 9r,-0413,03 DADE NOTITICATION NUMBER: IIP.TI98021 PRODUCT: RAIL Shame PRODUCT SIZE: 46"w)i 85"h Nott: Outside to autside of track-inciuding thv h(,x PRODUCT DESCRIPTION: Frinided Alnmimm (60 63-1'6)Roll Tip Shnner with 65 nim slat DRAWING NUMBER: BC•98-110 by BRA.DI.PY J. CASH,PY N(Yf :f1A'1f alwnped drawing is art;RI.>;krtti part of tltis Pepurf. DESIGN LOADS(psi). +200, 220 TEST WITNESSED BY: (full or Partial) Dr. Sycd Wagar Ali (HETI) Dr. Na;reels K.Ali(HETI) Mr. Matin Elmore(14FTI) WITNESSING ENGINEER: Mr.Hwor M.Medina.P E.(IETI) 7671 Post-iY"Fax Nat p — F+om Ya � c�:f� •-Fk� 1POOB Co.117ept• ��A•-W+ — �,,,K - � �^�.�z 1999 ��•8�1,� �z s� 2532 NW 641h Sire:t Miami Flmide.33166.Ph=c(305)597-5540,Fax•(305)597-7023 � 0 ! � q Jr4S •ALLA-n0N DETAIL: PROIOUC ; ROTI Shullcr with o; mm slats DESCRTMON OF UNIT + dvcnill Size. 46"w x f 5"h Size of Qpenine: 39 7/8"v•x 85"h 6063 T6 Exintded Aluminum * Screws&no Methoa of Atta,hment' Wall Mount: The 44"1+v x 2.560" h x 0 562" deep(0.050 urill thickness):Wats were imstalled in a 1* r 3" (0.083" wall thickrncss)non-radius side rail on both Sides. The tracks w.rc anchomd to concrete with(19) 1/4" x 2 1/4" 'Tapcons(i! 4"o.c.. ZEST RESULTS UNZFORM STA,riC ATR PRESSURE Load Deflection - Edge -Set Recovczy ' Durations (Psf) (in) D)eticction (en) (%) (sec) ppsitiWc Pr�ure _ Half Test Load +150 3.22 0.14 00 100.0 30 Loatf t200 1.61 0.27 0.063 96.2 30 'fest Load +300 7.44 040 0.135 94.0 30 Load Deflection Edge Set Ro�vcry Duration (PSI) (in) Dcflccaon (in) (°/*) (cec) No�ativc 1preasure Half Test Load -I65 1 54 0.37 0.0 1,00.0 30 Design Load -27A 2.03 0.43 0.0 100.0 30 'zest Load -330_ 3.07 075 0.062 98.0 30 Note: The Uniform Load lest was performed in ace-ordance with ASTM F,330 90. Rcport No. HETI 98-731 21-1 r • wni-1 1 W-1rG1(�V F3N;r5 l—�l—� HURRICANE ENGINEERING &TESTVVG INC. Computer Controlled Prodwcr 16ting cl'r. 11Pzgn, - — ..Wine!Load Analysis Uniform Static Air Pressure 'Fest Date: August 3. 1998 REPORT NUMBER'. >E1i>ETT-49-748 MANUFACTURER: Roll-a-Nay Storm and Security Shuners 10601 �-,A Street NF St.Petc,rsburg, Fl.33116 TEST LOCATION: Hurricane Engineering&Testiug Inc 9532 A'.W. 64 Street Miami,FL 33166 LAB. CEkTIRCATION NUMBER: 98-0413.01 DADE NOTIFICATION NUMME"R. KET198021 PRODUCT: Roll Stutter PRODUCT SIZE: 72 7J1;"w x 90"h Nola: Outside to ordside of tracks including the box PRODUCT DESCRHMON: E:ttruded AlrwainLun(6063-T6)Roll Up Shutter with 65 cum slat. DRAWING NUMMER: BC-9t;-i 10 by 8RADLF.Y 1.CASH,RE MOTE.,hlfiW stamped drawing Z.an inteyra!part of Chia rkport. DESIGN LOADS(pd): +60,-60 TEST WITNESSED BY; (frill t r Partial) Dr. Sired Waqar Ali(HETI) Dr. Nasrccn K, Ali(HETI) Mr. Aurin Elmortr(HETI) WITNESSING ENGINEER: Mr, f tactor M. Medina. P.l:.(HETI) 2532 NW 641h Sww,Mid.F74wida,33166.Phnae(305)1197-5590.Fux:(305)397.7023 INSTALLATION D K ALL: 46 PRODUCT: Roll Shutter with 0.5 utiu slats DESCRIPTION OF UNIT Overall Size: 72 7/8"a•x 90"h *Sie of 0txnin : 64 1/8"v, x 90"h " Material: 6063-T6 Extruded Aluminum Screws and Method of Attac hment: Wall Mo=t: Ilic 68 :,116"w x 2.560" h x 0,562"deep(0,050 wall thickaess)slats were installed in a 1"x 3"(0 083"wall thickness)non radius side rail on both sides. The tracks were anchored to eoncme with(9) 1/4"x 2 1/4" Tapcons(d18" o.e.. TEs•r usijurS U MORM STATICAlit PRESSURE LoadDeflection Set �ery Duration CL- (iia) % --s T" [Dcsjign ive Pressure Tcst toad +45 7.56 0.052 980 30 Load +60 3.1/ 0.063 98.0 30 Test Load +90 4.38 0,031 99,0 1 30 Load Deflection S Recovery Duration 04 _ .�.,, Q:92 . _ sec) Ne hive Pressure I alf Test Load -45 2,73 0.0 100.0 30 esign Load -60 3.55 0 0 100.0 30 cst Load -90 5.27. 0.125 98.0 1 30 Note: Thr Uniform,Load'fest wa-performed in arcordanee with ASTME33a.00. C Report No,HETI 98-748 2/3 i HnM A WrjEq V 6661--9 L-C CONCLUSION; The system was tested in accordance with Dade County Protocol PA 202 and ASTM E330-90, and the • recluircnwnts of Southern Building Code section 1707.4. The sampla%were intact and operational to the conclusion of each test. M(?TE: The above results were abtamed using the designated test methods which indicates compliance with the performanre requiretimmv of they rrferenced specyicatnons. This report does% not constitute certification of the specimens rrst,--i. Dr. yed Wagar i Hector M. Medina.Y.E. President Resident Engineer (HET3) Report No. HETI 98-745 311 HURRICANE ENGINEERING &TESTING INC. Cowpufer Controlled Pruduci"I kiting tic Design, .Wind Load Analy-Mv Large Missile Impact Test & Cyclic Wind Pressure Fest Due: august 3, 199a REPORT NUMBER: HETI-18-749 MANUFACTURER: Rull-,t-ivay Stot'm And Security Shutters 10601 Oak Street NF. St. Pcitisburg, FL 31-116 'PEST LOCATION: Hurricule Engineering bt Testing; Inc. 8532.I: W.64 Street Miami,FI. '1 i 166 LAB. C,FATiFICATION NtIMBER: 9"413.0.f DADE NOWF'ICATION NI TMBISFR: HETI9802I PIRQDUCT: ROIL S'iullef PRODUCT SlLk: 58mp1.t: 7 t srs'w x Y4''L Samplz U, 71 1311.6"w x 94"h Sample M: 72 1/4'w x 84"b NOW r'unpt-i', 11,1t1J Oud-vrdi to aur:ide of lruala.bo-luding d,r boa ` M0rjUCT badC1kXPT10N. Odru&d Alvoki hull(6063 TO Roil Up`hultor with 65 nw1 Slat. �w DRAWING NEUBER: BC9V-110 by BRADLEY J CASH. P.E. NO?Z,;.H ATI stamped drawl ig it an integral part oj'this report DESIGN LOADS(ps1): +60,40 TV-ST WITNESSED BY: (full(ir Paniai) Dr.Stied Wagw Ali(HETI} Dr.Nasreen K. Ali (HETI) Mr. Martin Elmore(HF.TI) WITNESSING ENGINEER: Mr. Ifccror M.Medina. P E.(HETi) 8532 N W 64th S M-.Munni,i'lorida,33166 Rene 005)597.3590.Fax:(105)597-70Z'i 1NSTALA l�.N 9:rA - P'RODUC'T: Roll Shelter with 651nm Slats DESCximON OF UNIT Overall Size: Sample :: 71 3/4"w a 94"h S4xnple Q: 71 1IJ1 S"w x 94"h Sample lll: 72 lWw x 84"h l3iac v_f.Oucctir f. plo C 63"w x 9A"h Sample 11: 63 1/4"w x 94"h Sample II1: 65 5/S'w x 8411 #Material" 6063-Ta Extruded Alurtlinum " ScaCw�,ajid Metlyod of Ala- dr. Sample I: Build-out ouxiL' The 6R 1/4"w x 2.560"h x 0.507."deep(0.050 wall thickness)slats were insullol In a 1'' x 3"(0.083" wall tl V-kLft;nb)nor-'adiva s►de fail on both siao9. The tra:ks'wcre attached to 2"x :i"x 0.W" illick tube with(11)#12 x I"SS SMS(a;8"o.c.. The tube was anchorin to bellow blocks with(11) I/4"x 2 1/4" Tapson(a))9"o.c.. Sample 11: Wall Want: The 68'w x 2.560" h x 0.542"deep(0.050 wa11 thickness)slats were Installed in a 1"x 3"(0.083"wall thickness)non-raditis side,rail nn both sides. Thc trt6lca war*6abhorod to hoUew blooko with(11) 112" x 1 1/4- Tlprosis(M 8" o.c.. Sample III: � z�,5�•�t�t�t; The 70"w x 2.540" h u 0 561"doop(0.050 wall thirknivr.)stare wore installed in a I"x 3"(0 083"wall thickne,c.r)non-radius side rail on both sides. The Ini cks were attached to I" x 'i" x 0.125"thick corltinuou.S angIe with(10) All v '" U Ci1114 @)1<"n r . Thr inpia wu inrhnrrd m hnilnw hinrkt with (10) 14"x 2 1/4" Talxnilti(u;8"u.c.. Report No. HETI 98-749 214 NVAC7 `Q: S.I' RE SULTS \..- Location, Speed Maximum Deflection Set PS) Sample I Center 50 3 1/4 1/4 Corner 50 .2 318 1 318 Sample 17 Center 50 3 518 I/8 Corner 50 2 t 1148 Sample III Center 50 33/4 3/8 Corner 50 —+-7/8 ne samples were impacted with a 02.Southern Yellow Fine A17.. 9 pounds, 2x 4 mixt'ie, 96"long. The deflections were rmesaured using Me alurninum foil merhod rounded to the closest 1/8" RESULTS of C'Y xTC 'WIND PRESSURE SAMPLE 1 ..... :err... .. Rsr•`.._.. ._... Cycles Pressure Deflection buraaoll Set Recovery Positive Pmaurr.Cycice 600 +30 2.37 2.00 70 +36 2,77- 2,50 1 +79 4.91 3.00 0,54 $9.0 Negadve Premm Cycica 600 -30 1.98 2.00 70 -36 2.41 2.50 1 -78 5.22 3,00 0.76 89.0 lift, Report No. HETI 98-749 3/4 SAMPLE H _ Cycles Pressure Deflection Dnratian Set Recovery ( sf) (in)_... (Scc) (in) Pos�itivc Pressure Cycles 600 +30 �-7 0•I __3.00 _ 70 +36 2.31 300 7 3.74 3.00 0.27 93.0 Ncg.tive Pressure Cycles 600 30 _ 2.09 2.00 70 -36 2.60 2.00 1 ._.... -78 .4.86 3.00 0.2—�. 94.0 SAMPLeIII — Cycles Pressure Deflection Duration Set Recovery ( sr) _ in (Sec) in (% Positive Pressure Cycles 600 +30 283 2.00 70 +36 -71,21 2.50 1 +78 6.00 3.00 0.98 84.0 Negative pressure Cycles 600 -30 _ 2.55 2.t?0 70 -36 3,17 2.50 1 -78 7.06 3,UU 0.51 92.7 CONCLUSION: 'fire system was tested in acc:nrckvi x with Dade County Protocol VA 201-94 and PA 201-94. The sainples were intact and operational at the conclusion of cich test. NlJrr: The above results were obtained using the designated test methods which indicates compliance with the performance requirement:: of the referenced xpecif i alines This report does nut constihite cartif cation of the specipNeft-r ro srt'd. Dr4S4Waqar Al- Mr.Hector M. Medina,P,E. President Resident En ' r (FMTO Report No. HETI 98-749 4/4 VIM)4 1 vl,IVgly bbbl—ul- ` Fxpedrac rrvice t:.oie,rtrennozu rtsxiytg December 1'7 1994 File Number 94-1238 NAI A.MJ' `TESTTNC� L,A330R-ALTC )R'V Report Number:5 a division of Centor for Applied Engineering, mc. Pate i of 3 B-47579 i 640 West 32 Plan Heal rib, Florida 33012-1585 Pham.'305-822-1141 TEST OF RO.Li.-UP SHUTTER cuem' Roll-a-way Prime Windows Project Expenrn(nr I Sample. Laboratory Number 10..95 Sampled by- Your representative and rrcei-red November 22, 1994 tteported to Roll-a-way Prince Windows WWI 1 Oak 5truct N.E. St Petersburg, Florida 33716 Attention: Mr Helmut Ptuale Aesernption of Test Unit- Laboratory nitLaboratory Dumber M-I2. 16293 Senses: Alwuunum Roll Up:Shutter with US 61)Aluminum Extruded Slat Test Sample Size: The interior openiafi was 53 314"wide x 83 112"tall. The sample iA ;mounted in a 2 z. 12 wood test buck The overall dimensions were 59 7/8"wide x 94 1/4"talL No-& Size of Slats F•_ach blade is an mterloddz&curved blade 2 1/8"wide(not including interlock)by 333/8"thick. Coucave side of slat faces cxtenor. The blade lens h W as ST'. Traub 2 tracks. 'I;rack is 3"x 1"x 3"x 1/8"thick x 84"Iona"U"channel with 1 1/2"deep slat for blades. Opearatorsi and Locations: slat;roil up into a roll-up box wbuich is mounted above the two tracks in a welt mount configurariotL The roll-up is elecir=cally q er t-4 Storm Bare: 'rhe storm bar wn installed on rhe interior and exterior of the wall mount shutter with a 118"M betwem the storm bar arid the shutter. The:top and bottomsame.abracker for the storm bar were the sa . m extruded aluminum channel 13/8" x 15116"x 1 '5/8"x 1/8r thick x 2 518"I=g mftb two mounting flanges,a:rctt 3/4"wide. The top bracket was secured to the undcrstde of tb r roll-up box with four#12 x I"lmg sheet metal screws,rwo on each mounting flange, 1314"aparr. The bottom bracket wag se=ed to the wood test back with four 1/4"x 3"Ion-sheet Metal screws,two on each mounting flange. The storm bar va%an extruded alumhnum nuke 1319"x 3"x 0.076"thick x 82 3/16"lou„ The channel portion of each buacket la inside the:unci of storm bar and secured with one#12 x I"sheet metal screw throe3h each 3"side of bar into the Ie-s of channel. The sto m bar was unsmHod with rhe long dimension perpendicular to the plane of the shrmer. The side of the storm bar that faces the shutter.had two weathcrsai?ping grooves that ran rhe length of the storm bar.A white vinyl bulb wcanhetstrippmg was used m the weathasurbuping grooves along the storm bar. Reinforcement: None. __...nv w rnn v,o nr'r1M'lRtQ11D SMD v■ot N�GVfAlllelr Mplt�nv�Of na eHNtiry:..nr II'► KEENER I Tertt trate of wxru uc (situ of Atlantic N=4 — toriba 13eVttrtmtnt of Nutlbing JnoVertton This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. ? Use Classification Garage Apartment Bldg.Permit No. 14350 Group Sf Type Construction Wim_— Fire District Atlantic Rearb Owner of Builcget thew & Mercedes NoAMAr 1881 Beach. Avenue Build' Address 1 -1 Aaach Ave. Locality Atlantic Beach, FL 32233 By: DON C. FORD Building"Official Date: •- " POST IN A CONSPICUOUS PLACE BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: � y c?k Building Contractor: rLc �3Gl�LC��1'S Building Permit Number: Address : �- �` Legal Description: la Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as (r�A&-e- Lowest Floor Elevation: 9-, r required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire X111 '3 ...,� Public Works Planning - /A/ Building C/ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . (Ierttf raft of Mrruvanru (situ of Atlantic Ncac11 — 3loriba Bepartment of Nuilhing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Garage Apartment Bldg.Permit No. 14350 Group Sf Type Construction W.f— Fire District Atlantic Beach Owner of BuildOtthew & Mercedes Ne4WQr 1881 Beach Avenue Build Address 1881-1 Beach Ave. Locality Atlantic Beach, FL 32233 By: DON C. FORDS! Building'Official Date: �—4 3 L ,7 POST IN A CONSPICUOUS PLACE FLOODPLAIN DEVELOPMENT INFORMATION Location:: �u i !-5P A c ) 6 f)Pz Type of Development: ► Flood Zone: X Required Lowest Floor Elevation: �_ S If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date Applicant's Signature4L Department Use: Required Lowest Floor Elevation CJ . As Built Lowest Floor Elevation Survey Filed with Building Department tQ,- C'— C , Building Department epresenta CITY OF 1*&ae,ic Ve d - 7 vada 800 SEMINOLE ROAD ----- - -- ------ ----- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: j -/ 3 ` 9a Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address 41350 001( Sincerely, Dam 7-VL�' Building Department C1TY OF ATLANTIC BEACH N° 23906 FLORIDA mac._ r 19 :r NAME ADDRESS CITY J /17- C, f'tr (yf V When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TRWURER CITY OF � X00 sl �i IN LVI �t)1L FAX 90 1 i'-'17-5,Y)5 S52-5800 November 11, 1997 Mr. Jim Pelkey P. 0. Box 72 Atlantic Beach-,"F L 32233 Ra: 18al--1 Baacl:-Avenue Dear Sir: During an inspection of the above property it-was noted that there is an outside shower that has been installed that was not included on the original plans. There is an additional water impact fee of$40.00 for the additional fixture units. If you have any questions please.do not hesitate to contact me. Sincerely, c C` Den-G. Ford Building Official DCF/pah ca City Manager -z, q 7 4 L7 m 5 f<014 F lum, AWL FOUNDATION CERTIFICATION File Number: DLJ-216 Ir' . Ncibaur Mail to: BU re4iu of Beaches and Coastal Systems Division of Watcr Facilities Florida De-pariment of Vnvironmental Prot"tioj') 3900 Commonwealth Bouleynd, MS 310- Tallahassee, Florida 32391) This is to certify that all aspects of the location and all elevation of the foundation as constructed are in accordance with both thir, plans and the project description approved by the Department of Environmental Projection as part of the hermit. The. IoCat!011 ccrtiflcitei011 Is based upon such surveys as are necessary to determine the actual location, pile tip and pile heid elevations, and wiy grade beam or cap okvafiom, which circ- bpcclfiekj below: (1) 1)ismicc relative to the coasull (COMPUTED PER BUILDING PLAT,',, construction control line that 10.6' EAST OF COASTAL the wawardrnost piling has been CONSTRUCTION CONTROL LINE (261 PILE PER BUILDER) Pile tip elevation: -10.86 (0.25' INTO BOTTOM OF GRADE BEAM PER (3) Pile head elevation: 15. 14_ (4) Grade- btam clevation: (BOTTOM) 14.89 15, 16.22 Cap elevation: (TOP OF SLAB & GRADE BEAM) --- 9/15/97 Signature '(Seal) Date Registered Surveyor #1674 State of Florida Registration Number; Now: Any deviations from the approved plw,,s and specifications shall be stated as an exception to this certification. No further vertical construction on the permitted structure Is authorized until the Burcau of Bi--aches and Coastal Systems bas notifiW the permittee in writing that this foundation certification has been acccptej). DNR Form 73-114 (Rev, 1 -85) b TRANSMITTAL DOCUMENT FOR JEA DATE: // -/ 1 ' 1 -7 The following permits have passed "rough" inspection: Permit No. Address R� a�esc:a�eY oaz .z-� � = +�era c�c�aex p Please update your records accordingly. :;Th nk yc BUIL I� G CLERK CITY OF ATLANTIC BEACH /vcb S a✓M=y.. � GUILD CITE CSF ATLANTIC BEAN �. . : mi t N x4360zk Permit T i`�� A 1 A RTXENT A' L 11 ' . > # C' ;1��.«O >1"A 32 � � �_ � LLCAL �a�t�F'T` ON �.. �'1,�� ee�yy��jj..� T��ri��a: }}''}}}�y' UES �'y ; )�y". B y} �a.twa�}. �+y.�a �( _ �y PrcxPosed .0sle:$INGLE , FAMILY Section.. 0 Subd: Rxz�a k psl*ei I Ino« 0 ubd viol n--NORTH 'ATLANTT " BXKCH ;. Prov Cost 9 9,S32 ti00 Tt . '' a f „E . i 0 ' A l ON PEE$ , 645 00 ' Na , A� PERMIT . Acr' WATER IFEEf' 3 53,�,O O', ' A �� ph on SAI K^ S s aM4." PRL DERE A d is ' c ...1 57 SEWER TAP ' •° Lil°'.a «R ,T.r .�w � w:.Cf -. ��k+y";��A'y-r�'� f•" �} khlb, .r.. .�i�tl ,C���.V NOTES: }} t j t NOTICE—ALL CONCRETE i�OFiM$Ia�Nti FOOTINGS MUST BE IN-6109CT408E1 OOE POU*t`Q P9,RMI'C VO(6 S'jX'.MONTHS AFTER DATE OF ISSUE BUILDING'MATERIAL,RUBBISH AND DEBRIS FROM"THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,ANC?MITT BE, CLEARED UP AND HAULED AWAY`BY EITHER CONTAAGTOR OR OWNER a. "FAIL�UR T-O COMPL'Y^jWtTll TIDE MECHANICS' LIEN ;AW �A R� �` � THE PREF`IIATY 0 PAYING;TWICE FOR SUILDIN hMPRENTV' ISSUE© AC1W, ,RDItNG TO APPROVED PLAMS WHICH ARE PART OF THIS PERMIT ANGi SU8.II=CTT00EVOCATIQIV FOR VIOLATION 0F�AOPLICABLE PRdVISIONS OF,LAW. Il "46xm 11ctI Y t» 1: 1 focal 'ayvenl err ATLANTI ACH BUIL ING EPARTMENT ¢ By: R x. bEPARTMENT Of SUMOING CITY OF ATLANTIC OIACH - PEMIT,' TNF AT OI ------- ------- Perri t Number., 13x58 Address- # aEAC I F',ermit T p :REko,1 ELINth ATLAN'?-.iC BEACH-�a FLTOA 31233 Chess of Wor�k:ADDITIOI -- ---- LEGAL DEECRIPTtow , - ` Constr.; T"�r*� :�QQD� ��E � -81� _�U�- Lc�t : iwp :Proposed 0, e:$INI LE FARMY 8ec�e��: (� Subd: Rng x t3 Dwellings : 0 Subdivision*. l Improv. C'tr "t: 0 .00 Vote l w� . y��, 3 3,00, j Amount' ` " 3D.00 t ?nip" q y IMI) vErm i HOPI - = A�PPLTC.A'TION FEE - N + _ PER4TTr -30�0D dd » m , t 0-0r �?fT I — F - A Na Ae P.:0 80 �Av'T'L T1 CH . F'L�e32233 / T,4 3 NOTES: e , Fg� Y NOTICE- ALL CONCiRIETE'0,ORMS AND FOOT1140S MUST IRE 1NSPECTiED'"FAIRE P�?iJ]R,!N f E PERMIT VOID SI,kMONTHS AFTER DATE"OF ISSUE i BUILDING MATERIAL,RUSSI$H-AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACt1 AND MUST SE jr CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER' r. t` 3 c�F*,.J�1�.141�#�=.,0 COMPIl.1!' i11 ITH THE MEC.1�1ANICI Lt �1 W 1 �+"�f��.T 1N TME PR��ERTY OWN l PAYING TWICE P r A BIJ .t 11�C #iU� 3 ` ISSUED ACCORDING TO APPROVED;ftANS WHICH ARE PART OF THIS PERMITANDS W T© P ;. VIOLATION OPAPPLICABLE PROvi61O bF LAW. a ATLANTIC BEACH BUILDING .. PARTMEW'°, By: E CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be received by 5 P.M. on the MQNDA`( prior to the scheduled meeting in order to be placed on the agenda for consideration. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. 1. MiqTt ueI bAyk /n 1 3EACki Iqt/Pi APPLICANT NAME ADDRESS TELEPHONE 2, j 559 i �,P.1�� q UPJ ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: Aj0 / Zees be f�Y10 )-I , 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION 5. TOTAL NUMBER OF TREES TO BE REMOVED: 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) 8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of ail trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a "X° h) All existing and new trees proposed to be used for mitigation clearly marked with brackets "( ]" 1) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY RED SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II. TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: 2 ho /AiSP-LICANTS SIGNATURE DO E OWNERS SIGNATURE DATE APPROVED : TREE CONSERVATION BOARD CHAIRMAN DATE DATE :v< - � PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: / S-a KS 12-�--�---- ------------- -------------- ------ ------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, ILDIN ININSPECTION DIVISION cc : FILE r� � �af7 LAW! RAMCO FORM 4" Fs 7 5 MIN. FETURN rig Hirr of fy At BOOK t�U Za Him it ning auita rt: =' The undersigned hereby informs all concerned that improvements will be made to certain real �` property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. L1 1 z Description of property............':.. ..... .' i........4.`!`',p11:�... .1.7. 1..'.t .... .�. �..L...� �G ... ............................ ej .. :.... ! .. ..r, ...%v........................... 5' , .. . . ... ....i ............................... 1 .... ....... uVo�- '......�� :+` .,�......Fl-........................ .............................................................._....................................... �................L........................................................_......._..._...............:........................... General description of improvements.......a.t 1..1 '.lai .�....... .... ...Q ........�1. ?.................. ............................................................................................................................................................................................................................... .................................y................................................................................................/..............................................................n...I............................................. Owner.................1.. :.!.�.' �....:..1.........1V ....�i.Utp ...��t Qs ... .......1`!. :1.1�?E�l<4C ..1.:..�IJJAJ Address..............!. . ... .......... ...... ......._............. : Owners interest in site of the improve)hent............................................................................................................... Fee Simple Title holder (if other than owner) Name........................ '-lv�P d�_S ........................................................................................................................................................................................... Address.....................................................................�....�..CC........................................................................................._........................................................... Confrador.......... .� .. �..L.�.�tw..,.. ......................................................................................................................... Address.............Z.Q................ ... AC .r... .......3....................................................... Surety (if any). ..N1.►................................................................................................................................................................................................... Address........................................................................................................................................................Amount of bond $ ............................... Name of person within the Slate of Florida designated by owner upon whom notices or other doawwrds may be served. Name .......... .........................._........................................................ ................................................ ....... Address............................................................................................................................................................................................................................... In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (F), Florida Statutes. Will in at Owner's option). Name......................................................................... Address................................................................................................................._....... . ...... .._ _......._.................... testa *MCR FOR R[COROtR'a Ue[ ONLY I 1 RECEIVED MAR 14 1997 City of Atlantic Beach CITY OF ATLANTIC BEACH Building and Zoning PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owners) : M 1Ve,l\jyV "S->- Address: � %% \ ��(ac� �SN�- Phone: Lot # _ Block o\rJ Unit # Subdivision: Contractor: :?e- F�y��>���•C�Qrj State License # C'Z C. *a Address: ?OOk 1 tJ Phone �No:- Describe o:Describe work to be done: Present use of building: C-�) to Valuation of Proposed Construction: 3�0 Proposed use: Is this an addition? 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? SUBMIT 27a= (CO"JERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMEMCMaNT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: Signature CONTRACTOR: F1 LW Date: License Supplied: Liability Insurance: Worker's Compensation Insurance. i i ,� �\ DOTE: THE EROSION CONTROL 1 1 RECORDED IN PLAT BOC ,rkdvz�'criir34'PickE/f�ncc./ 59A & 59B OF ;THE CUP OF DUVAL COUNTY, FLC AS THE SEAWARD BOUNL PROPERTY IN DUVAL C( -LL STATUTES CHAPTER 161 mdNv,,�s.^/,QoN� 1 `+ a , '1' i 4 I, P,Pdr.G•/j.,.�/�e'/8)�,`' 'e r — ..�---••--- 1,�ip��4�.,�/a4B�� C>•DQt 3/ 57"�' � � �—•��,�5��,,�,i/y �,i4•�a . co/'iTftoG ?'mss• S7� � � ,`/ ..:. M - N ri x —/ /No/i"/ron Pips (L B 1048) /.?,i✓ ,00E -..,` tY>� !3r e4% /4 \ /s/Zfy I✓aed O�ck Wifh Deck t fS�,sG/aad r 3 . O. / / /� //�%�///✓/NPOI'V N e.e Af or �� a or-OA Y DoT � M /BD'/ Fto ,411-10'z Ar Feuva y�r• /Al-,- ,o►o/.�T-� o��fP�'(l.s aG4SJ -••� I p y.�4-.io/5,2 � •L♦Q. /� 7a•3�J 40.01E(110N r Permit Number: - No. of Pages Attached: � FLOR A FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION FIELD PERMIT PURSUANT TO SECTION 161.053 or 161.052, FLORIDA STATUTES, ISSUED BY: ❑Northwest District Office, 160 Governmental Center,Pensacola, FL 32501 phone(904)4448300 ❑Southwest District Office,3804 Coconut Palm Drive,Tampa, FL 33619 phone(813)744-6100 ❑South District Office,2295 Victoria Avenue,Suite 364 West, Fort Myers,FL 33901 phone(941)332-6975 ONortheast District Office,7825 Baymeadows Way,Suite B200,Jacksonville, FL 32256-7590 phone (904)448-4300 ❑Central District Office,3319 Maguire Boulevard,Suite 232,Orlando,FL 32803 phone(407)8947555 ❑Southeast District Office,Post Office Box 15425,West Palm Beach,FL 33416 phone(561)681-6600 ❑Bureau of Beaches and Coastal Systems, 3900 Commonwealth Blvd.-MS 300,Tallahassee,FL 32399-3000 phone(904)488-3180 FINDINGS OF FACT AND CONCLUSIONS OF LAW: The request for a permit was considered by the staff designee of the Secretary of the Department of Environmental Protection and found to be in compliance with requirements of Chapter 62B-33,Florida Administrative Code(F.A.C.). Approval is specifically limited to the activity in the stated location and by the project description, approved plans (if any), attached standard conditions,and any special conditions stated below pursuant to Paragraph 161.053(5),Florida Statutes. This permit may be suspended or revoked in accordance with Section 62-4.100,F.A.C. PROJECT LOCATION: —`} PROJECT DESCRIPTION: f�;i'% - ; - ✓ t , rl ,C /" r'r.%.:;%? - _ r SPECIAL PERMIT CONDITIONS: This permit is valid only after all applicable federal, state,and local permits are obtained and does not authorize contravention of local setback requirements or zoning or building codes. This permit and public notice shall be posted on the site immediately upon issuance and shall remain posted along with local approval until the completion of any activity authorized by this permit. Other special conditions of this permit include: STANDARD PERMIT CONDITIONS: The permittee shall comply with the attached standard field permit conditions. APPLICANT INFORMATION: I hereby certify that I am either:❑(la)the owner of the subject property a 0(lb)I have the owner's consent to secure this permit on the owner's behalf; and that(2)I shall obtain any applicable licenses or permits which`may be required by federal, state, county, or municipal law prior to commencement of the authorized work; (3)I acknowledge that the authorized work is what I requested; and (4)I accept responsibility for compliance with all permit conditions. a✓'�� '` � �" 'i� Applicant's Signature i" Date Telephone No. y i/t (*;+'Z , . Address Applicant's Printed Name ,L. _..._ If applicant is an agent: l ---� printed name of property owner property owner's address property owner's telephone no. DEPARTMENT FINAL ACTION: This field permit is approved on behalf of the Department of Environmental Protection by: X� ` staff designee signature printed name of designee date approved PUBLIC NOTICE IS ON THE BACK OF THIS PERMIT. EXPIRATION DATE: (Emergency permits issued pursuant to Section 62B-33.014,F.A.C.,are valid for no more than ninety days and other field permits are valid for no more than 12 months. The staff designee may specify a shorter time limit.) EMERGENCY PERMIT: ❑YES I NO Approved plans are attached: ❑ YES ❑ NO POST PERMIT AND PUBLIC NOTICE CONSPICUOUSLY ON THE SITE DEP Form 73-122(Rev. 10/96) [White Original-DEP Bureau of Beaches&Coastal Systems] [Yellow Copy Applicant] [Photocopy-DEP District] CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 6r"*C(.iVF_ _ c1l'tfret, Di€eex 6u-r4r17� Date 3 `�- Heated Sauare Footage @ $ per sq ft = $ Garage/Shed a $ per sq ft = S 1 Carport/Porch tJJ A,Ot4 @ $ per sq ft = $ L I , Deck @ S per sq ft = S S E' Patio @ S per sa ft = S 0 TOTAL VALUATION : $ /300 cLn 13. 00 $ i foo Total Valugtion 1st $ 1060 add S; OO Remaining Value $S.,ee per thousand or portion thereot TOTAL BUILDING FEE $ X0,00 + 1/2 Filing Fee $ fD.DO ( ) Fireplaces @ $15 . 00 S p - BUILDING PERMIT FEE WATER IMPACT FEE $~ SEWER IMPACT FEE $_ WATER METER/TAP $ CAPITAL IMPROVEMENT 8 SEWER TAP $ ( 1 RADON (HRS ) . 0050 N SECTION H PAVING HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 S OTHER $ GRAND TOTAL DUE $ _ -M Dd ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; Swimminapool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : * Y APPROVED " CITY .OF ATLANTIC BEACH BUILDING OFFICE MAR 2`A0 1997 t PSR-3844 i DiPARTMENT OF BUIL©I WO OF ATLANTIC BEACH PEi+MI' ' I IFC 'I" 49 -� __�..�. w LO, CATION INFORMA 'I0,114 Per.mit Number: 15406 Address - 1,01-t BEACH ANLNUE 4 I7 xtriat :MECITAHT�CAI� XTI&AN`�IC HL�ACHr PLORIDA .. Cl s t+i of ork;AL' ERATTODI ___�__-� FaA DESCRIP Can tr e Type ;. 00 kRAAE .E1 ock: Lcat u> 4 re� case Use`;�SINCLE 11 +tTLY3ection� ! # Dweil;3nt s,' + Subdsulbd 3.Vision::NORTH ATLANTIC/StACR Est . Value'* O.Qt} Ii>�Prov�. 'Cbs;t• 0,00 �d Total fe25",00 ' Amount a,;. A 5 C} work �r IC3fiI *- µ ' .._. APPL,TCA N FrEB 25 00,1 IT am 'NUE Ad+ 1 � tB . FLORIt3A " 9 , G}.ty s '' ". ^+ a' a C R ORMATTO - I I Name; FRCSAS RP, " ; b -DRI-VE,ro s.. JAMSOf FLORIDA,, ,32216 ` t�, *" �g`"�''�d t'"v.±fir ��.ra"�SS�"�ra`n;�° +�'a* ^"'^"e�'•i+ t+.:?r wn�.a�s.m�e w'..�.�n�.,.+.rorzw ., �.m° a�n�a 1 I � NOTES: i I I y } NOTICE-�INSPECTiONSi MUST 8E REQUESTED ATLEAST�4NOURS PRIOR TC?MISi���©N t ` BUILDING MATERIAL,RUBBISH AND'DESRIS FROM THIS WORK MUST"NOTZE PLACED<IN PUBLIC SPACE,AND MUST 13q CLEARED UP AND HAULFD AWAY SYEtTHER CONTRACTOR OR OWNER_'," f 1FAILURE,.TtJ E 'JMPLY W `I'H THE MECHANICS' LIEN LANAI CANk :S#JLT �1�1 THE PROPERTY` IItN 1 1 APING TWICE FO!, B .1 Lt: l i 1. Rfi I J l ' ,'° 14$UEDACC0RDING,TO A0PAQVED PLANS WHICH AREPART O THIS PERMIT AND CT S1A3JET6.,igftl4CA V#pLI�T16N OF APPuCASLE PRUVISIONB OF LAW. WNPOW ATA 1TlC ACH SIJI DIN, 1 P kf4TMENT i BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC EACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete' all items in sections I, II, III, and IV. LOCATION Street Address: �r � �o OF Intersecting Streets: Between 16W �V� And he / BUILDING 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. Nome of an) D. v Contractors rConaetor (Print) Masser Name of Property Owner 7' Signature of Owner ! 2t-, Signature of or Authorized Agent Architect or Engineer 111. GENERAL INFORMATION A, Type of heating fuel: B' IS OTHER CONSTRUCTION BEING ON ON ❑ Electric THIS BUILDING OR SITE? S X Gas--A LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT r pc '�S-� r ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO PIE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) Residential or ❑ Commercial ❑' Heat ❑ Space ❑ Recessed O Centra) O Floor New Building ❑ Air Conditioning: ❑ Room ❑ Control ❑ Existing Building ❑ Duct System: Materiel Thickne" ❑ Replacement of existing system Maximum capacity c.f.m. New installation(No system previously Installed) ❑ ❑ Refrigeration Extension or add-on to existing system E3Cooling tower: Capacity q.p.m. El Other — Specify ❑ Fin sprinklers: Number of head- ❑ Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pump% (number) (Reeved) ❑ Tank. (number) Remarks 13LPG containers (number) ❑ Unfired pressure vessel ❑ Iloflers Permit Approved by Oate ❑ Other — Specify Permit Fye S- OA4 /101 0A1 LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENTq'eip Number Units Descrlptkon Model Number Manufacturer c(p no) App>nvin� CITY OF ATLANTIC BEACH, FLORIDA Approwd by APPLICATION .FOR ELECTRICAL. PERMIT 70 THE CHIEF ELECTRICAL INSPECTOR: DATE: 199 , tl IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM AID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PAR HEREOF, ND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: m&jtgn ELECTRICIAII(Si6NATUAt NAME` 14 e-y' 3/�rS ADDRESS: / � / - ��e�""' �V� RFD BOX BLDG.SIZE- �a l S r BETWEEN: RES.k � APT.I 1 COMM.1 1 PUBLIC( 1 INDUS.( 1 NEW(X OLD( 1 REW.( /1/ ADDITION( 1 TRAILER( 1 TEMP.1 1 SIGNS 1 1 SO.FT. SERVICE: NEW(` INCREASE( 1 REPAIR( 1 FEE CONDUCTOR SIZE �l L7 AMPS 0 0 COPPER I ALUM. SWITCH OR BREAKER AMPS PH 3 W c?(, 0VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.�O AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0 1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN --- FORWARDED s TOTAL FEES �i PSR•3844 � d DgPaRTMENT OF 111014OtNG " CITY OF ATLANTIC BEACH j j .. PI-1 T TNIs`OPXAT IONf .. -�- ... ----_-Pe �OCATICN INPORMAT:1CN Address; ISSN ESA . AVEN, 91 rrn t Number: AT A IT1O RSACR , ' %ORI&IA 23 kermit T'�`PesMECHANICA clean o Rork.*Nzw c� r, :Nc3QGI31 sal " &� 44Tp N Proposed, U8,6: T1 r 3 Su� x .N�" i AT .A ' IC :SEAM Rat . Value; 0 .00 � li oV. : Cost' + ; ' Total 35 ,00 'Amount 35.00 i at^ Work ✓ IC.Rk. #i `A 'A Name 3 , Kt RUR FLORIDA 3, { G I<hon )RATIt' � r Name,, ASR R{ R -oc' � C f J AX.PL, : SP: � " 4 d ��'R � aP9� n 7wawl R:.,...a , w xn A wrf*aatlrv.mwan¢ „4 -50, i NOTES: 'r k { x r NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOUR$ PA OR;TO INSPECTION, i " BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THISWORK MUST NOT BE PLACED IN PUBLIC"SPACE,AND MUST-Bt CLEARED UP'AND'HAULED AWAYBY EITHER CONTRACTOR OR 0WNOR �� �At'SAN RESULT IN FAILUi E TO COMPLY WITH THE MECHANICS ",L NLA THE PRGPERrtY GINNER PAYING TWICE 01 �UIt�?LNQ 1Mp�OV `�AENT .'� kSSU.0 ACCORDING TO APPROVED K NS WHICH ARE PART OF THIS PERMIT AN0 SUBJECT 10."EVOCAT-) I QR 1L pt�ATION OF APPLICAstf PROVISIONS OF LAW. k SFW+ 1 t` � IIIIxI���111� ATLANTIC BEACH BVILDING D ` RT NT I E By; n BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC X"CM: FLORIDA aaaaa APPLICATION FOR MECHANICAL PERMIT CALLdN NUMBER IMPORTANT --- Applicant to complete all items in sections I, II, Ill, and IV. �. LOCATION StreetAddroa: ' OF Intersecting Shoals. sefw@J4&ft Lo`1 \ (� \ �x And WILDING WN-111vifiee II. IDENTIFICATION — To be completed by all applicants, In consideration of par+nit given for de,ing the work as describod in the above statement we, hereby agree to perform said work in accordance with the attadud pians and specificafioes which are a part hereof and in accordance, with the city of Jacksonville ordinances and standards of good pracfico listed fherein. Neve Of moch'aical CenkasNn Ce,efraate► (1►rinf) Marts i Mperty Oweer �. ���� sN.Nw. .+.awns Si�nele,re d s Aaifheriead Agent Arehifesf .► Eagteeee ut. 6016tAL INFORMATION A' lyre e,1 iyhKng (re,l: B. 'B to OTM CONSTRUCTION Otitis DONE ON �eNrsc TNIS BUILDING ON SITS 1�QI Q Q V Q Natvftl Q Conlral Ufloy O Cil IR V&S, SIVIK MUM OT CON111"I CT-00 PI MIT p Ochs — Specify .._ IV. MICHANWAL 0QU0MENT TO K OWALUD NATURE OF WORK it Complete So of o" peawoa'M bad of this"I ,a--RNMftntlal or O Comms r" P+o,l Q Uea Q R«e«.d Zr'" O Mw ,�40Y^NOW SW 01 V beef Q Item �Cadnd O EeletlnB imionq �00 + =Yoftz Maw T>ttd tfew_� OOH._�ae M ne of eldNUq syelam ■s sNow meak" pecify Me4HNlon(Noe mom www*UylaMed) O &0&4000" O E11110sfllen W add-on to*X WWq ayetem O Ceelkq Airs capoety O OIAer—amity Q Aft lrrinVen: Nww`s of WJL Q newts Q Me,s>fik Q ee.l.f.►____._..__Illaee�Kl Q GaaRae pl,.fp�... (a Obvi TW!►ACE jolt os+ssc�VU oNLY O (IwWA..I 0 LPG comsiom (Now4wl Q Wiped pae«w.wwl O 11011110e Flom* App'e"'d bV p 0N4r •— sp emh Ornldl..- —& urr ALL sQMFMICNT As CONDMONM AND ltUSIGERATION cQUVI ENT !umber it7dta aeeefrfpeMft EfMel xltwBer a Cis) ..a..w�,n �.>s�,.ire .nn ems• e.v.e�. •.rte �Ea`�pAOiE(110k ASR f : Department of Environmental Protection Marjory Stoneman Douglas Building Lawton Chiles 3900 Commonwealth Boulevard Virginia B. Wetherell Governor Tallahassee, Florida 32399-3000 Secretary April 11, 1997 TO WHOM IT MAY CONCERN Request for Public Comment File Number: DU-216 Applicant: Matthew T. and Mercedes E. Neibaur You are hereby notified that the Department of Environmental Protection is considering the referenced application for a coastal construction control line permit, pursuant to Section 161.053, Florida Statutes, for th AftskA copy of the plans is enclosed. The proposed project is located approximately 50 feet to 100 feet south of the Department of Environmental Protection's referencenument R-44 . ' unt and is within t ocal jurisdiction of City of Atlantic Beach. This public comment notice is being distributed in order to assist the Department of Environmental Protection in developing facts on which to base a decision on the permit application. For accuracy and completeness all comments should be submitted in writing with supporting data, evidence, or rationale to furnish a clear understanding of the basis for the comments. The decision as to whether a permit will be issued will be based on an evaluation of: (1) The design adequacy of the proposed construction. (2) The expected impact of the proposed construction to the beach/dune system, (3) The expected impact of the proposed construction to adjacent properties. (4) The expected impact of the proposed construction on lateral public beach access. (5) Appropriate siting of the proposed construction with respect to local setback, zoning restrictions, and maximum usage of upland portions of the property. (6) The expected impact of the proposed construction on nesting sea turtles and hatchlings and their habitat. Comments should be submitted within fourteen (14) calendar days after the date of this notice to Dana A. Latino, Engineer, the Florida Department of Environmental Protection, Bureau of Beaches and Coastal Systems, 3900 Commonwealth Boulevard, Mail Station 310, Tallahassee, Florida 32399. Plans for the proposed work may be seen at the office of the Bureau of Beaches and Coastal Systems at 5050 West Tennessee Street, Building B, Tallahassee, Florida. DAL/jg Enclosure "Protect, Conserve and Manage Florida's Environment and Natural Resources- Printed on recycled Doper. EXISTING TWO STORY HOUSE i NO. 1881 1 EXISTING FENCE W/ GATE (19.5') (� (17.6') x m � I ca (1 5') j 0 RETE PATIO o FEXISTING ENCE W/ W JOINTS I ' a Q GATE o (17.8') \ I EXISTING CONC. v WALKS TO BE cc 25� REPLACED AS REQUIRED CL NGVD .2 O ® NGVD' I 1 ART STUDIO 1 (17.8') (1 I (17.8') I I BREEZEWAY ---- COCRETE WALK --- NGVD I I I 1 1 Q—_ . . ■ 1 16.5' n I NCVD 10 i A l .50') ® NGVD (16.48') 1 I 17.5, (1 ■ g (17.3) 4 i A EXISTING CONC. I2 DRIVE AND WALK I TO BE REMOVED (15.8')/ l z I 3' �' I 1 GARAGE W/ AFA4MENT ABOVEwA"L+Cc Z I (15.4') in 1 (147) 16' _ _ _ i_ -I—t'-------- — —16 N -- _UP_ _ __� --- � 10'—F.B.R.L. N� w I _.._�... . 1 �r rn►�r i I \ .. 7 DEPARTMENT OF 9010044" .. CITY OF AtLANTIC 1 ACH .,...... .^- F� i ,k�li `.. LOO ?!..iL ot,, ,3,1Y permi t 14 Unibe r A.ddre a't leef BELCH A'�' 4w 1 P "tP .Pt7HH �I" "``,•Hks� t s Of Work:ALIT,MA 't0H= a Cis r. ;,,� P '.Woo � B'1,0: Lota Tiviiio wP 40's ed $TUGLE. FAM 11Y 9 ID bd Et (Y-00 mprov Cart. ,00 'fit a , .0 09k i ;4 Air,u 47, EDITowl '0 IDA « d'dq Sz haafr � } TE g j 'I{ P VoiPsS.Se; .. .. • w NOTE' y e x 1 t NOTICE—ALL.CC1NG!#ETE.FOIIWLZ AND FOOTINGS M100"Si.*MGEt� PER-MIT VOID SIX MONTHS'At TF.FMAlt0�'t��U� r x,. E3UIl.pIMG MA7ER,IAL,RUE3BlSH AND)p irIR1S FROM THIS W6RK MUST hIOT.EE PL.A40 IN'PUBLIC SPAdE,AND-MUST EE CLEA'flED)UP AND-HAULE[)�4WAY,#Y EITfjE',.CONTRACTOR OR OWNEiT° "FAL.UR Tt3 C1tY 1'TH '/HE�r� ltlCrH � '*L. ► 1t t "� Io ' LO ISSUED'ACCORDING:TO APPROVEb E'L.ANS�WIHICH ARI: PART OF THIS,PlwRMIT AND,8UD�.1'ECT TO � ��4�g. � Vlf� t t fl'A 'L,I ABL.E'#I ?' I +C?}�,bf LAW. n AT, TACH BUILDING DEPAOTMENT �y r' 4-6 � xt i i CITY OF ATLANTIC BEACH APPLICATION FOR P�LUUMMBING PPE`RMMIT JOB LOCATION : Zod1 ,� .6�V�� OWNER OF PROPERTY : PLUMBING CONTRACTOR CONTRACTOR' S ADDRESS: / ell STATE LICENSE NUMBER: TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS -SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE 5 . 00 SIGNATURE OF OWNER: . SIGNAT.UkE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904) 247-5834 j f { �t FLORIDA DEPARTMENT OF FL OR ENVIRONMENTAL PROTECTION NOTICE TO PROCEED Permit Number: DU-216 Permittee: Permit Expires: May 27, 1999 Matthew T. And Mercedes E. Neibaur c/o Kevin Partel Coastal Consultant 4230 Myrtle Street St. JILugustine, Florida 32095 You are hereby granted final authorization to proceed with the construction or activities authorized by the permit number referenced above. Authorized work must conform with the detailed project description, approved plans, and all conditions including preconstruction requirements included in the final order. A brief description of the authorized work follows. Project Description: Construction of a two-story garage, one-story studio, other structures/activities, excavation and placement of fill. Project Location: Between approximately 50 feet and 100 feet south of the Department of Environmental Protection's refere ce monument R-44, in Duval County.® � Special Instructions: A preconstruction conference is required. Questions regarding the permit or this notice should be directed to the undersigned at: Bureau of Beaches and Coastal Systems 3900 Commonwealth Blvd. - ISI-C. 310 5/2 elf7l �26� Tallahassee, Florida 32399-3000 D e of 14otice Dana A. Latino, Engineer Telephone (904) 488-3180 DAL/jg cc: Permit File Permit Information Center Bobbie Nelson, Field Engineer David Apple, DEP District Office Matthew T. And Mercedes E. Neibaur, Property Owner City of Atlantic Beach Building Official DEP Fom73-131(Rev.01/97) Post Conspicuously on the Site PAG1E(110M Department of FR '' Environmental Protection Marjory Stoneman Douglas Building Lawton Chiles 3900 Commonwealth Boulevard Virginia B.Wetherell Governor Tallahassee, Florida 32399-3000 Secretary May 28, 1997 Kevin Partel Coastal Consultant 4230 Myrtle Street St. Augustine, Florida 32095 Dear Mr. Partel: NOTICE TO PROCEED PERMIT NUMBER: DU-216 PERMITTEE NAME: Matthew T. And Mercedes E. Neibaur Your request for a permit pursuant to Section 161.053, Florida Statutes, for construction or other activities seaward of the coastal construction control line, has been approved by the Department of Environmental Protection. However, construction may not commence until after the permittee complies with any preconstruction requirements described in Special Permit Condition 1. Please read the permit and permit conditions including both the Standard Permit Conditions and any Special Permit Conditions closely before starting construction. Standard Permit Conditions 1(q), 1(r), and 1(s) pertain to written reports which must be submitted to the Department of Environmental Protection under the signature and seal of a professional engineer, architect, or land surveyor (as appropriate) at specified times. Forms for use in preparation of these reports are enclosed. Make sufficient copies of the periodic report form to provide the required reports. The periodic reports are due in the office of the Bureau of Beaches and Coastal Systems on a monthly basis on the last working day of each month. No progress reports are required until such time as construction activities have started. The permit will expire two years after the gate of issuance of kie final order. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the permit for up to but no more than one additional year. You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply for a new permit, there is no assurance that such new permit for the same construction or activities would be approved. Any party to this proceeding has the right to request review of this order by the Governor and Cabinet, sitting as the Florida Land and Water Adjudicatory Commission, in accordance with section 20.255 of the Florida Statutes. To initiate such a review, you must file a request for it, and the request must be received by a member of the Commission or the Secretary of the Commission at The Capitol, Tallahassee, Florida 32399, within twenty days after this order is clerked. You must also serve both the Department of Environmental Protection, Department Clerk, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399, and any other person named in this order with a copy of the request within twenty days after rendering of this order. "Protect, Conserve and Manage Florida's Environment and fJaturol Resources" Printed on recycled paper. Kevin Partel May 28, 1997 Page 2 Additionally, any person whose substantial interests are affected by any decision of the Department on the application has the right to request an administrative hearing in accordance with the provisions of sections 120.569 and 120.57 of the Florida Statutes. Should you desire an administrative hearing, your request must comply with the provisions of rule 62-103.155(2) of the Florida Administrative Code, as indicated below. Send requests for hearings to the Department of Environmental Protection, Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399. The Department must receive the request within fourteen days after your receipt of this notice. When the Department receives an adequate and timely fled request for hearing, the Department will request the assignment of a hearing officer. Likewise, when the Florida Land and Adjudicatory Commission receives an adequate and timely petition, the Commission will request the assignment of a hearing officer. Once a hearing officer is requested, the referring agency will take no further action with respect to the proceeding except as a party litigant, as long as the Division of Administrative Hearings has jurisdiction over the formal proceeding. Rule 62-103.155(2) of the Florida Administrative Code requires that a petition or request for hearing contain the following information: (a) The name, address, and telephone number of each petitioner, the applicant's name and address, the Department file number, and the county in which the proposed project would be located; (b) A statement of how and when each petitioner received notice of the Department's action or proposed action; (c) A statement of how each petitioner's substantial interests are affected by the Department's action or proposed action; (d) A statement of the material facts disputed by the petitioner, if any; (e) A statement of facts that the petitioner contends warrant reversal or modification of the Department's action or proposed action; (f) A statement of which rules or statutes that the petitioner contends require reversal or modification of the Department's action or proposed action; and <g) A statement Of tha r,lief sought by the petitioner, stating precisely the action that the petitioner wants the Department to take. A person may request an extension of time to petition for an administrative hearing. The person filing the request for extension must do so within the time limits for filing a petition described above and serve all parties with the request. The request must state why an extension is needed. The Department will grant an extension only when good cause is shown. If a petition or request for extension of time is filed, further order of the Department becomes necessary to effectuate this notice. Accordingly, the Department's final action may be different from the position taken by it in this notice. Actions undertaken by you under this permit, pending the lapse of time allowed for the filing of such a request for hearing, may be subject to modification, removal, or restoration. Kevin Partel May 28, 1997 Page 3 Failure to petition within the allowed time frame constitutes waiver of any right that such a person has to request a hearing under section 120.57 of the Florida Statutes and to participate as a party to the proceeding. If a legally sufficient petition for hearing is not timely received this notice constitutes final agency action. When this order becomes final, any party to the order has the right to seek judicial review under section 120.68 of the Florida Statutes and rule 9.030(b)(1) and 9.110 of the Florida Rules of Appellate Procedure by filing a notice of appeal with the Department of Environmental Protection, Office of General Counsel, Department Clerk, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399, and with the appropriate district court of appeal within thirty days after rendition of this order. The notice filed with the district court must be accompanied by the filing fere specified in subsection 35.22(3) of the Florida Statutes. Any subsequent intervention will be only the approval of the presiding officer on motion filed under rule or of the Florida Administrative Code. A person whose substantial interests are affected by the Department's proposed agency action may choose to pursue mediation as an alternative remedy under section 120.573 before the deadline for filing a petition. Choosing mediation will not adversely affect the right to a hearing if mediation does not result in a settlement. The procedures for pursuing mediation are set forth below. A person may pursue mediation by reaching a mediation agreement with all parties to the proceeding (which include the applicant, the Department, and any person who has filed a timely and sufficient petition for a hearing) and by showing how the substantial interests of each mediating party are affected by the Department's action or proposed action. The agreement must be filed in (received by) the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, by the same deadline as set forth above for the filing of a petition. The agreement to mediate must include the following: (a) The names, addresses, and telephone numbers of any persons who may attend the mediation; (b) The name, address, and telephone number of the mediator selected by the parties, or a provision for selecting a mediator within a specifies? time; (c) The agreed allocation of the costs and fees associated with the mediation; (d) The agreement of the parties on the confidentiality of discussions and documents introduced during mediation; (e) The date, time, and place of the first mediation session, or a deadline for holding the first session, if no mediator has yet been chosen; (f) The name of each party's representative who shall have the authority to settle or recommend settlement, and (g) Either an explanation of how the substantial interests of each mediating party will be affected by the action or proposed action addressed in this notice of intent or a statement clearly identifying the petition for hearing that each party has already filed, and incorporating it by reference. (h) The signatures of all parties or their authorized representatives. Kevin Partel May 28, 1997 Page 4 As provided in section 120.573 of the Florida Statutes, the timely agreement of all parties to mediate will toll the time limitations imposed by sections 120.569 and 120.57 for requesting and holding an administrative hearing. Unless otherwise agreed by the parties, the mediation must be concluded within sixty days of the execution of the agreement. If mediation results in settlement of the administrative dispute, the Department must enter a final order incorporating the agreement of the parties. Persons whose substantial interest will be affected by such a modified final decision of the Department have a right to petition for a hearing only in accordance with the requirements for such set forth above, and must therefore file their petitions within fourteen days of receipt of this notice. If mediation terminates without settlement of the dispute, the Department shall notify all parties in writing that the administrative hearing;processes under sections 120.569 and 120.57 remain available for disposition of the dispute, and the notice will specify the deadlines that then will apply for challenging the agency action and electing remedies under those two statutes. You are advised that notice of this agency's final action on this permit has been given to other interested parties. They have fourteen days from receipt of the notice to exercise any rights they may have under Chapter 120, Florida Statutes. Actions undertaken by you under this permit, during this period may be subject to modification, removal or restoration. The authorized work is strictly limited to that described on the enclosed final order. Please direct any questions pertaining to this permit to me by letter at the above address, or by telephone at 9041487-4475. Sincerely, Dana A. Latino, Engineer Bureau of Beaches and Coastal Systems DAL;jg Enclosures cc: Permit Information Center Bobbie Nelson, Field Engineer David Apple, DEP District Office City of Atlantic Beach Building Official Matthew T. And Mercedes E. Neibaur, Property Owner ����NAtF(TION STATE OF FLORIDA o� DEPARTMENT OF ENVIRONMENTAL PROTECTION Division of Water Facilities + Bureau of Beaches and Coastal Systems FLOR A 3900 Commonwealth Blvd. -Mail Station 300 Tallahassee, Florida 32399-3000 1904)488-3181 PERMIT NUMBER: DU-216 PERMITTEE Matthew T. And Mercedes E. Neibaur c/o Kevin Partel Coastal Consultant 4230 Myrtle Street St. Augustine, Florida 32095 PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINAL ORDER FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line which are indicated in the project description, was filed by the applicant/permittee named herein on March 4, 1997, and was determined to be complete pursuant to rule on March 4, 1997. The proposed project is to be located landward of the 30-year erosion projection and the existing line of construction established by major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Rule 62B-33.007, Florida Administrative Code; and that it is an activity or type of construction which the designee of the Chief of the Bureau of Beaches and Coastal Systems has authority to approve or deny pursuant to Administrative Directive DEP 140, effective July 1, 1993. The direct and cumulative impacts to the beach and dune system that will be caused by both the seaward location and shore-parallel width of the proposed construction represent the maximum such impacts that are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend further seaward of, or increase the shore-parallel coverage occupied by, the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the designee approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) and the Standard Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below, pursuant to Subsection 161.053(5), Florida Statutes. EXPIRATION DATE: May 27, 1999 4 PERMITTEE: Matthew T. And Mercedes E. Neibaur PERMIT NUMBER: DU-216 PAGE 2 LOCATION: Between approximately 50 feet and 100 feet south of the Department of Environmental Protection's reference monument R-44, in Duval County. Project address: 1881 Beach Avenue, Atlantic Beach. PROJECT DESCRIPTION: Two-Story Garage 1. Location relative to control line: A maximum of 10.5 feet seaward. 2. Exterior dimensions: 31.5 feet in the shore-normal direction by 24 feet in the shore- parallel direction. 3. Type of foundation: 14-inch diameter auger-cast piles with 5-inch structural slab. 4. Penetration of piles: To elevation -10.0 feet (NGVD), or deeper. 5. Structural elevation (bottom of grade beam): +15.5 feet (NGVD), or higher. 6. Elevation of understructure parking area: +16.5 feet (NGVD). 7. Finished floor elevation (second floor): +27.6 feet (NGVD). One-Story Studio 1. Location relative to control line: A maximum of 26.5 feet seaward. 2. Exterior dimensions: 1.2.6 feet in the shore-normal direction by 24 feet in the shore- paralleI direction. 3. Type of foundation: Slab-on-grade. 4. Finished floor elevation: +17.3 feet (NGVD). Excavation/Fill 1. Total volume of excavation: Approximately 48 cubic yards. Volume of net excavation: None; excavated material to be placed as fill on the project site. 2. Location of excavation: From 0 to 40 feet seaward of the control line. PERMITTEE: Matthew T. And Mercedes E. Neibaur PERMIT NUMBER: DU-216 PAGE 3 3. Maximum depth of excavation: Approximately +17.0 feet (NGVD); 0.8 feet below existing grade. Other Structures/Activities 1. Two open, wooden, 4-foot, cantilever balconies attached to the second floor on the landward side of the two-story garage. 2. An open, slab-on-grade concrete patio of dimensions if feet in the shore-normal direction by 25.3 feet in the shore-parallel direction. 3. A frangible, understructure concrete garage slab of dimensions 31.5 feet in the shore- normal direction by 24 feet in the shore-parallel direction. 4. A concrete a/c pad located on the north side of the two-story garage. 5. A 4-foot wide, open, wooden stairway on the north side of the two-story garage extending from the first to the second floor. 6. An understructure enclosure of dimensions 31.5 feet in the shore-normal direction by 24 feet in the shore-parallel direction. 7. A 3-foot wide concrete walkway located on the east and south side of the two-story garage. SPECIAL PERMIT CONDITIONS: 1. Prior to the start of construction, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Bureau of reaches and Coastal Systems to establish an understanding among the parties as to the items specified in the special and standard conditions of the permit. The proposed locations of the structures shall be staked out for the conference. 2. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected along the perimeter of the permitted activity. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative of the Bureau of Beaches and Coastal Systems, so as to provide maximum protection to the existing vegetation located on the site. 3. All permanent exterior lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional exterior lighting is authorized. PERMITTEE: Matthew T. And Mercedes E. Neibaur PERMIT NUMBER: DU-216 PAGE 4 CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the shore-parallel and seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. Approved plans are incorporated into this permit by reference. Done and ordered this 274day of_ �A 1997, in Tallahassee, Florida. Attachment: Standard Permit Conditions FILING AND ACKNOWLEDGEMENT State of Florida FILED, on this date, pursuant to S120.52 Department of Environmental Protection Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged. Gene Chalecki, P.E. / Engineering Supervisor Bureau of Beaches and Coastal Systems Deputy Clerk Date CITY OF 1*&o a Teacl - 9&uW4 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX 1904)247-5805 SUNCOM 852-5800 February 26, 1997 TO WHOM/T MAY CONCERN: We have reviewed the project at nd find that it meets all codes and ordinances of the City of Atlantic Beach pertaining to building and zoning. The portion of the project which encroaches the Coastal Construction Control Line was permitted contingent on approval by the Florida State Department of Enviornmental Protection. Sincerely, C. Don C. Ford Building Official George Worley, II Zoning Director CITY OF ATLANTIC BEACH PERMIT CALCULATIONn SHEET Rdd.ress 1 Eel ` ( � � Act-E U-F- (& A 126 C J' T- , �7 Date Heated Sauare Footage @ per sa = S—= 0'_ r Q Garage/Stied f' � �' @ S � (! .�0 per sq Carport%Pore. l3 . 01) per sq ft = S G/�a De^._ �`� .s (c _ dQ per sq ft = Patio - 0 per sq ft = S O TOTAL VALU_.T I Teal Valuation is S S D O © 3 'fZ Remaa.nina Value = c'i>per thousand of vorticn thereof TOTAL BUILDING FEE S >"1 + 1,'2 Filing Fee S �` Fireplaces @ $15 . 00 S_ BUILDING PERMIT FEE S < < Q d WATER IMPACT FEE $� 7 — SEWER IMPACT FEE $ 2F 6 Q r WATER METER/TAP S �} CAPITAL IMPROVEMENfi SEWER TAP S t� /Ofb) RADON (HRS ) . 0050 SECTION H PAVING FYDRAULIC SHARES S CROSS CONNECTION S .00 Vb S-N SURCHARGE . 0050 2- OTHER OTHER $ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical Plumbing_ P.i ectr2.c,'NeW Elecrri c/Temp ; SwimminaPool ✓et_L�c Tank we1. 1 Sign Finish Floor Elevation Survev Other CALCULATIONS and/or NOTES : CITY OF r� >* Teach - T&u e4 RECEIVEDSM SVAINOLE ROAD ATLANTIC BEACH,FWRMA 32233-3443 PROPERTY DESCRIPTION JUS 2 1997 TELEPHONE(404)247-SM FAX(404)247-3605 Lot sCit . D�nAtjantic Beach Subdivision :/ A-rl On ring Street Namen DESCRIPTION OF WORK or Address : S�31 'RPAck !lV If in a FLOOD HAZARD c lood Zone :,Earea complete page 3 . Brief DescriptionC � !"✓ /yjp��. Class of Work: ew/ Remodel/Addition._ ZONING INFORMATION Type of Construction: Zoning Proposed District : Use: Estimated Value S 5?_R000 Exceptions or Variances Materials : Granted : Solid r Filled Gro d: Roof : Method of Heating: OWNER INFORMATION Property Owner:,�1R-n!� AjGf �iiol_ Phone: Mailing Address 1 Zip: CONTRACTOR INFORMATION SqContractor : /Z Phone : 2.1 S-6- . Mailing � Address : Zip: 12 33 Expiration _?j /99c�- License Number : r_ Mc)f,25R, Date: �• I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNCw THE SAME TO BE TRUE AND CORRECT . ALL PROVISIONS OF THE LAWS AND ORDINANCE 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 T: VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL , STATE OR LOCAL RULES , REGULATIONS , ORDINANCES , OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING Cc CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY . i UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature Date Contractor Signature Date 49_7-- 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 6 BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET. TANK OPERATED (4) -VALVE OPERATED (8) BATHTUB/SHOWER (2) _URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) 1 COMBINATION SINK AND TRAY (3) __j_WASHING MACHINE (3) �J POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) _KITCHEN SINK (2) _DENTAL LAVATORY (1) _j_KITCBEN SINK WITU WASTE -_` _DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (2) _URINAL STALL. WASHOUT (4) FLUSliIliG RIM SINK (8) _COMBINATION SINK AND TRAY WITH t FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET ' DRINKING FOUNTAIN (1/2) BLOWOUT (2) 1 LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) _ ® LAVATORY, SURGEONS (2) SURGEONS SINK (3) JACUZZI (2) URINAL STALL. WASHOUT (4) o TOTAL FIXTURE UNITS_ S $20.00 EACH $ JOB INFORMATION , �oR A FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION NOTICE TO PROCEED Permit Number: DU-216 Permittee: Permit Expires: May 27, 1999 Matthew T. And Mercedes E. Neibaur c/o Kevin Partel Coastal Consultant 4230 Myrtle Street St. Augustine, Florida 32095 You are hereby granted final authorization to proceed with the construction or activities authorized by the permit number referenced above. Authorized work must conform with the detailed project description, approved plans, and all conditions including preconstruction requirements included in the final order. A brief description of the authorized work follows. Project Description: Construction of a two-story garage, one-story studio, other structures/activities, excavation and placement of fill. Project Location: Between approximately 50 feet and 100 feet south of the Department of Environmental Protection's reference monument R-44, in Duval County. Project address: 1881 Beach Avenue, Atlantic Beach. Special Instructions: A preconstruction conference is required. Questions regarding the permit or this notice should be directed to the undersigned at: Bureau of Beaches and Coastal Systems 3900 Commonwealth Blvd. - M.S. 310 5/2 95' 7/ Tallahassee, Florida 32399-3000 DA of 14otice Dana A. Latino, Engineer Telephone (904) 488-3180 DAL/jg cc: Permit File Permit Information Center RECEIvED Bobbie Nelson, Field Engineer David Apple, DEP District Office Matthew T. And Mercedes E. Neibaur, Property Owner ,1111 ® 2 1991 City of Atlantic Beach Building Official City of Atlantic Beach Building and Zoning DEP Form 73.131(Rov.01/n Post Conspicuously on the Site Jul-08-97 11 :O5A S K ENGINEERING 904 826-3658 F+.V1 S K ENGINEERING 9 BEACHC(MER WAY, ST.AUGUSTINE, FIARIDA 32095 (904) 825-0036 # 919-97 July 8, 1997 Don Ford City of Atlantic Beach Planning & Zoning Department 800 Seminole Road Atlantic Beach, Florida Reference : 1881 Beach Avenue - Addition The following revision for Drawing No. 2 , Section D/2 is approved for construction: From: 2 - #8 Pile vertical steel reinforcing. To: 5 - #5 Pile vertical steel reinforcing . 4 - #5 full pile length plus 12" hook. 1 - #5 18'-0" min. length plus 12" hook. RECEIVED 1111 0 8 1997 City of Atlantic Beach Building And Zoning CITY OF ATLANTIC BEACH Is 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000852 Date 6/12/09 Property Address . . . . . . 1881 BEACH AVE Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 7834 ---------------------------------------------------------------------------- Application desc reroof fl 1744 . 6 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MATTER, CAROLE K & D ROOFING & CONSTRUCTION 1881 BEACH AVENUE 2124 PEBBLE CREEK LANE ATLANTIC BEACH FL 32233 ORANGE PARK FL 32003 (904) 553-1381 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 7834 Expiration Date . . 12/09/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 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 r' ROOFING PERMIT APPLICATION �' 1� �rs��` Date: Job Address: Ale— Owner of Property: LA C- gh u,4 ,4 Address: Telephone: Contractor: r State License Number:CC'C' S' a17 � Contractor's Address: \ ) Telephone: - d Fax: , Scope of Work: Deck Slope: J Greater than 2:12 Less than 2:12 Valuation of work: ::2, S Z 3, Product Name(Example: Timberline): i i UrZ Manufacturer(Example:GAF): /4F: ASTM Designation(s): — F Z— 3i s R ired Inspections: h n a Fin I Signature of Owner: Date: Z AS TO OWNER: Sworn to and subscribed before me this y of Ld n20 . State of Florida,County of Duval Notary's Signature: OILQ- 01 A It /,A. rsonally known A.Moa ❑ Produced identification swof06 Type of identification produced cow *13,10 Signature of Contractor: `—`!� Date: �� n AS TO CONTRACTOR: Sworn to and subscribed before me this day of 20A�- State of Florida,County of Duval Notary's Signature: OZZ;66—rZA -DAWAA DE11 M Personally known fty ❑ Produced identification IN Type of identification produced Sllp] 13,100� 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •bttp://www.ci.atlantic-beach.fl.us Page 1 Revised 2/21/03 i I NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE I Permit No. Tax Folio No /�� State of Florida County`'ww ny Of a. i To whom It may concern: lThe undemigrmd hereby Informs You that Improvements will be made to certain real property,and In actwrdence with Section 713 of the Florida Statutes,the following tnFormadon Is stated In this NOTICE OF ICONIIIIENCEMENT. d of beteg il G (Address of prope bei improv e � Ge(IBr�de8aiptfon Of Improvements: Re-Roof usina_year asphalt shingles. Owner Cy IS' Address Owner's interest in site of the improvement Fee Simple Trtiehoider(if other than owner) Name Address ContraCWr K&D Roofing 6 Construction Co.,Inc. Address 2758 Dawn Rd.Suite 1 Jacksonville,FL 32207 phone No,(904)541.1700 FaX No. (904)223.6079 ;Surety(if any) Address Amount of bond S Phone No. Fax No. }Name and address of any person making a loan for the construction of the improvements. !Name Address Phone No. Fax No. Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No. In addition to himself,owner designates the following person to receive a copy of the IJenoes Notice as provided in (Section 713.06(2)(b).Florida Statutes.(Fill in at Owner's option). Name Address iPhone No. Fax No. Erpiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a !different date is spedfied): THIS SPACE FOR RECORDER'S USE ONLY R or AGM Ag kor Ago" ~Requimd) oar,: — -oy 9ebre me this of in the County ofSwooff2he try appewr 10 f {'owl ) QUa S Doc#2009139908,OR BK 14906 Page 73, i"'selfr 'i'i1e aoairate. Number Pages: 1 Recorded 06/12/2009 at 12:53 PM, lot.,Pubiicai loge,State Cour lof JIM FULLER CLERK CIRCUIT COURT DUVAL hycommason°7pf w COUNTY >ersonally Known I" Produced 1 ntificawn u RECORDING$10.00 � �rAlLmWeR *;y PoitF Stan of ow { its€rn3 F-Xpirgg 91%It of it be 1-f'•? 00 I Or CA mi 6 i 0 .'J'("-' 4t.. 5 0 60 ;''O 5'0 90' /00 Allrr i4am ci, 'Ci"J 1W G {CA i J, AT Ivy ae A" ViluA�... . . . .. . . . . 2 V r Al fy i"/in, w,y f%C`clare J' d ft)j' j, gy i'&-' beeo b"d i U f tlZB41'i t Depa" of '4 1"-1 J i�s u, 7r7.'.', �l I, :il i J 'You/ "A p7 q—gi 0&1 Wd N I tit UN ........................... 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Sole Plat"Ifloor joint caulked or sealed. - -------------- ------ ---------------------------- Weriot joiats and Cracks on !"ten ion OWW',-, x ceilinq"'� oamlkea� sealed or paskeheJ, ---- ----------- ------- - -- ---- ----- - - -- ---- --- -- ---- 606. 1 Ducimmk Q ""nonoWuaed space must- be xeale& --- - - -- ----- - s 06. QUIPPed with Outsio't'- Sopmrs Etilamst Fins AAR 1 Foolopeo, 014 -- -- --- -- - - 606, 7 Coobastion space ano, with Valmide c6obaSITO" air, except direU4 ownt d;pHaaaes'' - - -------------- - 07UPR WSMIPTIPT WASME5' by a); r 9h -- --------- l'i att, "ti 6 wilb in Wle ON, o' manAwd circuit breaAer (elecNic) ': r'( ai "5er o'YiAY I"",na I Lo "'T in heat tiap required., F """'pas dad heated a:'uols have Comrs (except SON, heated). Non-Commetufal pools OUSI have a PuSO F. US spa X pool heaters east have a 01"imme Uero& efficiency of 18 }-fiercent, ------------- --------------------- -I-- -------- l", ads i 7. 7 W.&P flow oust be testricted to no more than 3 gal-, ions per mioute at 80 PSIR_ Air POWbutio" 670. 1 All i'lWays, onti:haNex; equipoeat and plwatam MOMS SWI by wewhna;Wly dtimbed, smlmd, in., WaNd and installad in *10 too UNWO Ur Sactin. 110. Wis Q uvaoaaltioswd attics Oust be invalAWN to a XWOMO of T-0. 40 handlxrN ShAl'', not be SsUlled Q MON uNess in muchaNcal readily auuessiblo MoOmAl or MomdtR� ths"Woslab for edch systeo'. ------ -- - - - - --- - Onpavlaebt oF Coomovity AfkMt; 5 i 3 rZORIDA FATA,Gr /.77Ai"" 71 'W'i,�ole lot 44 Reach Ave., Atlantic WIZONF: 14j 1(,1 3L,l Y/2,, t.tri 1how copstraclion or addition 7. how Co"stToctiol't 2. Single faiiii,/y or hultifamily attached 2. 30gle-FaRly, t'.'f ""ails 31 is this a worst case (yesl"o) 4. of f7ool area Qq. ft. "" 5. i 0 561061 eave oveyba"y 6. 2. 0c,, X MW overhang length G. Vass area and type. 'Pam,, 0oa(!4t, a. Clear alas"',' ',a., 0. f Z. ft, b. Tint film or solar screen Floor type and iasalatloo - d. Slab on yr,"o'e (e?v'.""'.1av'�' b. Abod, rAixed (R-valme, area 10.Net Will type area and insulatio, d. ryter0r; 1. Coacrate (Insalstio" R OWNS) 70s 7 W 5, 40, 50j, 7Tqqr.,, .. cxyeryar� /":%'."�o"',� (INSUISM" I,') i'O,-i ""' H.Ceilky type area aad i"Oplation, (lasuldt"An Ovaloy) 72.Air distribution sywtex". a. Ducts (10sulatio" A location) M.Cooling system 13. ljpn� central 4/0 51TO 13.10 1,4. 1TV 0. 90 WHO Met 0: ,, ,,.,sf,,,'ils''� TO MIAMMU00 practice, 7, 2 or .3 QOCeiliny Fda, CV Cross Y eat, 18. CF barNer, WN51tizone) MEW (oust not eAveed 100 poiats," a. 76ta As-Built poiat-,,- 11W I WO. 74 'Yt E 1 Eta t t he P M as a ad Avview of the Pldhs and qveW&WOx spyUMCM0"s "Olwind 1", this calca Uavered by WS WOMWOO Qdbvt"-i la!W are in voyWascr with A& i ,Tr, nKa"ve Wks too r7widn roxigy Codr. srirw Uo"str"Won is copylete.) this b" 114t. % will hP fnn6ected N't uooz'i 1 in Oce to 503. 908 FIS.- h^"': t'?r"'jv (.t.rtifiv that this buildfag is in CootN err. IV 1NV OFFICIAL ' /Q'7 ?`'WA" Z'AY/I-ORYW, 6"GVY: I k I rde1 v k t., .1. ce PP fl(i.1,Ila, u J,I o u t, fi A v t- i*"b,ItY PAI,I Cl'I,. Tf.. ZQ lVi I t)o Iq t ic 5, n� 01W: M19)71 A)el6RM, of Hui Lie"mil".1v tldc/ied -,3,;i,-qie- Fe,k#),�Jy al"J, 11 1 t,1 1. a 0 r� t 11, 6. 1, t _u J v In? f,-" I i J It i. 'AJ iVf,',i, ivei v 4-t d r'.ci io it t, ii I io A` ve"I'i r.A m io, A." ft, e I h'.11 iij" , it iic (.I 6eGI tA as Li i�,o Ie? 0I 6, IVf,. oI ?.k,.1; I lii,P le . -I I-, Q I a Z' i o"r I'd tv, /?a i ?00 I? J t,rt L t: x'.-be ueI)e yy foo Is, INC. build ei svii,h 4.1'Uti 5 5.3 btv e0y I,i I in, i S I I ?,A I A 7 /,[Y/71 I PSA,38a4 .4 61 DEPARTMENT OF BUIL,61NQ CITY OF ATLANTIC BEACH PIMMIT INFORMATION' - --w- LOCATION; INFORMATION; Permit Number: 14251 Address : ISSI BEACH: AVI:AfiUE I Permit Type*FOUNDATION ONLY AT LANTI"C HIvACH, FLORIDA 32233 1 'Iass of .Work;GARAGE ApARTMUT,, 440AL -DESCRIPTION V __ Constr. ,Type:WOOD FRAME sloc Lot :44 Tw r t I Proposed Use:SINGLE PAkILY Section: O Subd Rn : 01 Dwel incis: O Subdivi'sion:NORTH ATLANTIC "BEACH { Ett . value: # ( Improv.. Cost, Tagil'. 2�5.Ofl A3C1C�ililt s rf - .QI r . n Rolm WOR GIARACIP APPLICATION FEES I Fi1t3I PlsRNiI � T2 a OO; { UEWB 3 � RIDA PLO P( M C A F , R ORMA.T I O Name. -PETS EY DE I3 sY Add 0w ATLANT I`C CH, FL 322,33 T A :NOTE5: )lot*t ,' Fee doubled -- work cominced prior to persitti nS. NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST 13E INSPECTED!EIEIaOflE POURING PERMIT;VOID SIX MONTHS AFTER-DAT E 01SSt1E I;RUILDING MATERIAL,RUBBISH AND beaRIS FROM THIS WORK MUST N.OT¢E PLAGi*D IN PUBLIC SPACE,AN[)MUST BE CLEARED)UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO ca Pi Y rN��rH THE MgCHA�VICS' LEEN L�►w CAN RE$ULT IN PROPERTY t'�v#WNeR PAYINQ TWICE FOR BUILDING IMPRQVE�A��VTs." ISSUED ACCORDING TO APPROVED) PLANS WHICH ARE PART OF THI$ PERMIT AND SUBJECT TO.REVOCAT1100 OR 22 t ON OF APPLICABLEPROVISIONS OF LAW. � r r ATLANTIC WCH BWLDINGAP: ENT. �t1t31�3c�218� ft�26� By: RIOH7-i WAO AM!"-' File name, M 7056,816 6-P4- 9,;;' Ftjr. ""*"eI/'('t-'-,e' 1'1"u. 7881 Beach Ave.. Atlantic Beach 01 A;t 70941 Beach Blvd., jAcksonvil lt, tri 904 164 1 ?33,-,,,' lot 44 Reach Am, Job Plao 1006 Sq. W. Whr Ti r 94 Vey f' Vey 19 Vey F* 50 �11 Wfas WIM, 49 g" HEA NAW TONWRY 6`60i'M FOVIP WAIT SIN1Y4,11 lu'e lu'ss 25356 IYZ45 Stab Watilatioa Air 1001 6"FN a lo n tt 9090 1'C'ItiFr l'o"ss 4?80 Stab om?iyo F )e' �iqn k.46,al I.odd Stvh 8 fl'fulz'. (261 NO! Sens Quip load 19135 Stab h9thod Coostraction Quality Average, Fireplacm-, pystilatioa 1=4 Q to,;,, 2710 Mob Area Qq. W ) 705S 1050 Air che"oL'z /.0, 5 WAN Z.7qu+`3-t io�'f'/ Equivalent WO 141 71 V/,:A ,,,-,W leham en"o'k Po&A"- fl5,1"'F 0 stab Sensible Cooliog 0 H&alloy Ot'*itpul 61'ab takeaf." 6,00.1-iay 0 Stab "Ttuko' F 75W Molial", 0 SAW" Actual Actual Molloy Fan 844 MY My Air Flow MOP /,`Ig Air Flow i „!O., vhdvot tyrONOW by &T4 to WOO all or Nnaudl Forw I ob 0, Plan 7056 Sq. Ft. File name: PFi705&GIO 6 24-97 'C"7"vtirt rwcedure 4 - Winter infill-ration NTH Calcolation"" - -------- ----- 1. Winter KF! FGF atioa CRi 1.0 Aj1HR x 8448 Cl r. x 0.0761 14 1 ETH ff 2. Winter lKyltrazion Rtuh rz K 141 CFH x 38 Winter TD 5897 6tuh tr Wilittv lnfi'llral-iuti kiilitr 5897 Stab 316',' X Door Aced -- -- -------------------------- --- ----------- ------ ------ --- - ----- -- e H7N jr 7. Sommer infiltration CRY 0-5 Co.Ft. k 0.0767 pi CrrrN A Bowser 1"Fillwaxio" Gtu,�' 7. 7 K 14 C x 19 Summer. TV UP 4 Stuh rj 3. Sommer infiltration NTH 1414 Stab 316 ToUl W!"obw 4. 1 KTH & Door Ared P/Oc .,::sir C " latent Infiltration saiii 0.68 A 49 yr.dIff. x 77 CFN 2350 Stab tf ----------- -- ------- Owcedure 0 Z`quipoeol B1,ioiog lodus -------------- ------------------------- ----------- - -- ---- ------------ -- fr 1. 3ensible sizing 40au, fr Qnsible Ifallialloo load 7. 7 K /06 f-eo!'.Cfivi x 19 Sommer 7D 2090 Stab load for 3truwt .re (line 19) 7?645 Stab Saw of pontylatio" and strauturw loa& 19?35 UK jr Awtiag a6d Thwoeralwi%'r, Swing /.,j/f.e 2. latent Sizing mo, fr fr 0.68 k 100 ob latern6l loaak 230 4 Mo.. lon'u' From PI-Ot"tsdurr',! 1350 Stab Wah"Oe"t 31210Y l6dd latent r'.. ,+ Stuh --- ----- - --------- -- - ----- -- ------------------ ---------- - - - ----- --- Guality is, & hy. is. NANVAI j; Ith Ej X&YTnT- vp W qvqiAll M Favin"ENT File adOel PCI 1056.8i K P4-9,;:' r'o ou. 788? Beach 4ve.- Atlantic Beaub F! W235' By: Air Engiaeers, inc. 6, docksonvil it F1 ,!'904)64 7-2333 L01 44 job 1, Plan 7051 Sq. Ff., Wt, Pi r. t.r,. AWNW71OW", '94 ?o Deg r inside OW Is veg f, Design 70. 1:�esivo 19 Avg f` Daily Way", All Rel. h,ux. -- 50 Grains WOW, 49 9, WA UNa 3UNN40' sCA91ac 60VIIAV CIVIP WAO KOWN6,11 Big-. "Was" zoss 25356 81uh Stracturt"'. U645 Stuh Ontilation Air 100 V4�,,a Z i 1 d 1,io n 2090 Owl'? fe't")nt Air 1.0s" 4180 61-oh Design WOO. swiOg 3.0 Deg F Design load c oh a it Ratylsming Holt. 1. 00 WR 7AA 7101V Fqaip load 19135 Stah NY t ho d sipoliffed L Construction Ouality Wrap,- Warhal Was pwatflation rp fy I. , l:;or" RZO/f Area (syfh ) 1055 1055 Ot latent FgaQ load 660Y 81.Uri 8441.;' Ai� +, I 7001 Quip lono, Quiawleal WN 141 71 lei oo,k Mike lnvoA ye:y, Air f7c;ency USIT 13. ,Jle,itiog 0 Wh Sensible Cooling 0 stw'e N'd/lo!p Oaq--at 0 61wh latent Coolf"y 0 stuh 0 Deg F Wal tooling 0Rtu/, Ac,luaP Fan 844 CTH Actual fmio 4 Uty 41v Flom Factor u4, 4'lg Air Flow Faf,,44.1,r0.. Wad KOS boat WHO 84 r'. f-., 0 r,, Fif"I �To A?"A, I J,.: e V e 14 An. if if M�q.,i#4^' .Ir 1-1. U I A Oteefi e Vo 4-,� 41,fii le, /Al Uf livo. "If, ov if If iY1 g le 6". j 1,6,v G i V I If os s if It 1.)of it v: If 2 it 5 01' e �', f / Y,It�, if tcr (.e.1 L4 e Y,t-)VY e 0 Yl,t Y,t I I .... ........... . .. ... ..........I—jr... ,, ,,"'— i ?t t* f1fj'eeoow",5 ti d 61 t tY'Y-,* If f f., 1. 0 If 1, ", I I Z 0 1J Ur I X, 6�1 eiss I I It f Ir t*,tt 11 "I.J1. Oe', 6 c'+.Ole If cx w e • lie It J, "It f I e e'.e o e v-, t t lee I el It le Jr if ;rt rrf e I a 1, 1, 4 1, l o et elO, -4/ 13/1 t?J Ori 0? o If J.,.!', t+�-/f e .;'4 6 le I ole o tr 1 0 f ? o o lei il 0 of I ole If I/ o 0 If o e el,i 01' el o. 01 o'le j ole I',,-,'.-.--.-,'' -11......................... ---,".-..---,I(................ es 1 41, 'b 0 if le +t x7�rjr / I, I e ;v q el t I 1 1. .1 11----". 11 -". /0.. ti"e 'I t*tt t, 6'5,ii 1'/4 If Oacl, f If if fi G Q'I if ,�"f",/ �, S`v/VoZ, " -.I ie Altl-ll 1"1"""0,; if e", if e", NOTE: THE EROSION ON T OL I RECORDED I PLA BO( ,y�on�eri��¢'Dickcff�n�e / 59A & 59B T CUF OF DUVAL NTY, FIX AS THE SE RD BOUNT PROPERTY DUVAL G STATUTES ;APTER 16 odN�' Ar /RaN l p {I �f vG•�j.r✓/a 4B>,a( v RFSC 5 ttt N h\ Pipc t[61048) `rLyg a io4B�` Po W /I3 7' fj.asc r�aov e<<e✓. /4 — ---- Nroo�\ r .,voo 0 vEc�c � �,G044 ZONE' ,� sy'e�os _ 15f 9�ry Woad Otck M"4 V-A NQ--- 1 ��� -"— 2nd!3rd Sfnry Bo/con Wand � ory -�l -�)� � \�_`__'` / Deck gy/y.r✓ ! . Q♦ �',�.m�fEN�E �; � .�'Fs�o�i✓c�' A mC41 k �° �� , ,• o CO/`''T,YOt �ii�E`'.x,47. .a,�✓r;�,E ^ FoU,vo ��'•./,?45 .p �•D¢•d/'S,2.�• � ;�p, � �"O�/7",4'OL. ,.[./N U „ 10070, ., P EPARTMENT OF BUILDING PITY{J 'ATLAhITIG"$SACliH 77 !: t3R�T I CN` . ;,,. LO AT I ON INFORMATION ------ I + rr i '# r t 1bQ Address , SEACH AVENUZ era ' '.... SbIL INN A'I I AN ' HEAD, FLORIDA 3,22311 ot,.WorkIl. REMODEL, 1AGAU DRSiCRIMON Cc n It r, _ Type, T�Ot D �'R�R` L of a 44 �� 21 se ti�n y :Use SINGLE AMPLYTcat�n�l�i�+`;` NNCc' ' 0 to"11 .nk 1 Cade:, 0', Sub4iv� i a�. NORTH A'�I;��►NT2C .II�ACk 00 00 linprbv. cost : T6ta'll Fees Amo unt' ' id, �a I�” C►€I Word , --------- ��� �,�« A PLIC tion FEES ' E A R IMPAC ' FEE � ,�20.00 ' A i, F ORIDA , 2��3 � � �PAC� FEE 0 .0£I �;�i I FS ON »... ► 014 `CAR S $0.00 N R C1 FI AL 114P�ROVE. �0A` TA`Li cense T`y`pe: I SEC N IMPACT FEE $0 .00 S I 1) R1 T BCH *AIV,ar a �. w,v$,&' y ,a}§+dau,.�ro sw cs,.a Nrocs~ da,.gs±^mmea^�.ereceusnrz. ' La¢Ewzr.aaw A ," f l NOTICE,,—ALL CONCRETE FURII AND FOOTINGS Ar�U TBE I PgcTED,SE f ORE+POURING i f PEHMiT"VOIp SIX MONTHS AFTER I3ATI OF tSSUE BU G MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST t3T EE fLACEfJ 1N PUBLIC SPACE,AND MUST BE ; RED UP AND HAULED AWAY BY EITHIrR C�'�NTRACTOR OR OWNER i i!'ITH THE ME ANIS LIEN,LAW CAN R, UFOR :!��lm!CE i U '1011, GIMOROV-W, THE 8 JL 77 �.T tH :A € °- ISSUED ACC01 DWf TO APpREn/E©PLANS WHICH AAE"PART OF;`THIS:PERMIT ANp SUBJECT TO F��CATI(�F Af?Pl.ICAKE PROVISIONS OF LAW. ATLP 'I'IC BEACH BUILDiTdG DEP ° E I; t ; CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date S Heated Square Footage —@ $________per sq ft = $ Garage/Shed �. _._.�_@ $_per sq ft = $ Carport/Porch �U @ $___________per sq ft = $ Deck �@ $ per sq ft = $ Patio �� @ $ per sq ft = $ TOTAL VALUATION: $ M1, a0-4 v00 r� $ /5,OU Total Valuation 1st $tooc-, _ / 01, ar) y Qs- $ ��Ov Remaining Value $tom.'' per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ c!� ( ) Fireplaces @ $15.00 $ BUILDING PERMIT FEE $ 1 '� WATER IMPACT FEE S /12 6• a 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: i J 1,30 CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS owner(s) : -RICNARC� S. JR. AMb f- e6m H. 0-4RIZ4L ES MagiSFS-��5Z Address : 1961 3EACH AVE KWE� ATL F_'CN Phone: �9d��2-4�" (34c Lot #_q-q Block or Unit # �- Subdivision: MOP_-R4A7L&V4T1C BCR Contractor: OwtiF_R. State License t[A Address : :SA( E AS A&VC Phone No: SAME TLA A_r tL- I1_oAS7TPLumf3jA1C, Describe work to be done: t3- ANROC)AA PLUmP_S1KtG, ELECTRICAL- UPGRA1)E BROOKS � Lim SAUC µ�, 5`rA kW AY 5 u DI NC, Ca L_AsS boOlZ WIAuL,I!J16K� I q 1571kjC, '� AM�c �K Fu�{�K�1 STF('PS SNEETrOCK T its t Kt5-TVA" wrio►,.t (/STLA M 2� u AR E tc� u AA-0& (SE-Af S Present use of building: QP Valuation of Proposed Construction: 20, 6 r►ullS,I E-b Proposed use: Is this an addition?VCtsTrlkln If yes , what are the dimensions of "BASIT the added space: ft . X ft . Will the added area be heated and cooled? ES New electrical (or increase)? SES New plumbing fixtures? yt-S New fireplace? N.6 New Heat/AC? VF_S _ SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER:-- � Date: 0 �S Signature CONTRACTOR: /�t�� Date: License Supplied: r �Liability Insurance: Worker's Compensation Insurance: APR 2 81995 Building and Zoning 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 i BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS @ $20.00 EACH $ Q 00 JOB INFORMATION 1 OWNER BUILDER PERMIT AFFIDAVIT Stat& of Florida City of Atlantic Beach 3 BEFORE ME, the undersigned authority, peracnally bpp&arvd ------------ who upon ti:rt bwinV duly sworn, depomwo and sayst I, S aban H. 0)pnz_o es andlegal owner ut the Sollowin� prop•rty� Subdivision �I�[H A4LAt�TIC_ BEACN Block --'-+-------.----- Lots_2 - .-...._ AKA -- I am applying for a building permit pursuant :o the Owner Builder exemption set forth in Florida Statute, Section 489. 102. Florida law requires that Ithave been provided witfe thv following DISCLOSURE STATEMENT, DISCLOSURE STATEMENT •State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as tho owner of your property• to ,act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve s one - or two family r&sid•nce or a farm outbuilding. You may also build or imprc,ve a commercial building at a coat of 023,000.00 or less. The building must be for your use and occupancy* it may not be built for sale or less&. If you sell or looks more then one building you have built yourself within one your after the construction is complete• the low will presume that you built it for sale or lease, which is w violation of this &xemption. Your construction must be done according to building codes and zoning regulations, It is your responsibility to make sure that people employed by you have licenses required by state low and by county or municipal licensing ordinances. I hereby acknowledge that I have read the above DISCLOSURE STATEMENT and that Y comply with all the requirements for the issuance of an Owner-Builder permit. Further, affiant xeyeth not. Property Owner Sworn tee and subscribed betor�, • thds - day t i — s ..ri. w- W , { r -•rte i ,, ;= yH �Yrk T �+s,� t�df 1 �� F I GIG. 41 (' -------------- ow �r13.r�, ( tl;�,r IC JBFAV� a c7+v�r e-vG a rnr. - A P R 2 81995 Building and 16ifiN DEPARTMENT OF BUILDING O(� CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB 46.0 T 4;on rKT Date July 31 19 87 479 1t 7/31/" 695 . � Valuation$ Fee$ X� XIX WAW9 IA 7/31 /31/l9 This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of 6w.-r' This is to certify that XIRKI Air Engineers.--ng. RA0015188 has permission to install heat/air i Classification New Residential Zone Owned by QW Prapert ies I Lot Block S/D House No. 1881 Beach Avneue According to approved plans which are part of this permit I( NOTICE—ALL CONCRETE FORMS i AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ---� � 0 Building material,rubbish and debris -Zi from this work must not be placed j in public space, and must be cleared up P&A hauled away by either con- tr cto owner, Buildi 'Officia. ` FOR OFFICE PERMIT DATE CONTRACTOR i t I!( USE ONLY NUMBER 1 PLUMBING ELECTRICAL SEWER i WATER r BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH r ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I� Street Address: LOCATION OF Intersecting Streets: Between zyoeL And BUILDING Subdivision II. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance r with the ettechid plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good.prectice listed therein. , Nome of Mechanical Contractors Contractor )Print) ;1129 Cf,, Master Nome of ,MMrty Owner 1v == of Owner Signature of M AYt hod Agent Architect or Engineer III. GM tAL INFORMATION A. Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON Q 'fectr9c THIS BUILDING OR SITE y�Q ❑ Ger—❑ LP ❑ Natural ❑ Control Utility C) Oil IF YES, GIVE NUMBER OF CONSTRUCTION PERMIT ,����16 2— ? ❑ Other — Specify IV.1 ICK1 NICAL ICUIPMENT TO 1E INSTALLED NATURE OF WORK �( emplote IIM of sermpoes nit an both of th Poll 0 0 1000 per n I or t Commercial 04Sti l t �w ItN 00 ' Condt/ionlm t ❑ Room atrel ❑ Existing Building E"ct Syetom: Moforw Thiele-.e r' ❑ Replacement of existing System Maximum capacity c f•1e ED"--New Installation(No system previously Installed) Q Refrigeration ❑ Extension or add-on to existing system 13 Cooling tower: Capecity ❑ Other — Specify a•r Q Fire tprinklen: Number of hood. ❑• Elevator ❑ MonliR ❑ Escalator (number) ❑ .Gasoline pump4 (number) THIS SPACE POR OFFICE USE ONLY (Reeeiveei) ❑, Tonka (number) Remoris 17 LPG contain*K (number) ❑ Unfired preuure we" Q swim Permit Approved by Date ❑ OHar — Specify Permit F.. LIST ALL EQUIPMENT , AIR CONDITIONING AND REFRIGERATION EQUIPMENT NwnDer Vnit. Deecripgoa Modal NumberManufacturer CNLftA&Ijy wrevfts Aie�a7 MATING, - FURNACES, BOILERS, FIREPLACES ]wkimhorrrn/fr, Capacity CITY OF ATLANTIC BEACH No. 5509 FLORIDA Sept. 11 NAME CDM Properties, Inc. ADDRESS 810 Third Street STE A TL. p 'T CITY Neptune Beach ilG7(l I I! I0/1� /i3' nl'f'n�'I n IJU Ij /'.tl/ll% Sewer Tap Fee #41-343-5200 $500.00 $236.31 Water Tap Fee #40-343-3700 $736.51 HYDRAULIC SHARE DUE AT A LATER DATE. , . Lot 44 N.A.B. Unit I 1881 Beach Avenue Kredell When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER USE THIS FORM FOR 'ESTIMATES ONLY CDM Properties 1881 Beach Ave. (Lot #44) WATER & SEWER TAP FEES Check for Hydraulic Shares DESCRIPTION CITY. MATERIALS LABOR TOTAL 1" Curb-Stop f e` , ` Meter Box 1" PVC 90° Ell 1 2. 4 0 2 Men- Hand Dig 1 hr. 1 5h 30' MATERIALS IABOR TOTAL TOTAL MISC. JOB EXPENSES AMOUNT OTHER JOB EXPENSES 685. )Q Sewer Tap 500. )0 TOTAL COST ater Stub-Out 175. )0 TOTAL SELLING PRICE Truck @ $10.00 10. )0 1 LESS TOTAL COST GROSS PROFIT LESS OVERHEAD COST •. OF SELLING PRICE TOTAL 685, 0 NET PROFIT K py TH"UU, &WLjjfvU Oy M&A to meet ._i j..1 oequilron"fs 01 ndAMA: purm 'i M1056010 d6bo Plan 1056 59. Ft., NANVAI j; Wtb Ed, of r?oovi e"'ol'ice Wle Moos, Awaslay FL ft. 23. 5 Ft, 31 Room 0imensions, Ft. w. x 1.0 rt. 11W71 U71 OW Area /Cly Ileopthl Htp Cig IlengIbI MY Cly 51 cross .3-4 0/ 8301 art* rare / 6301 s*** errs LF1.41 lal Zr rose trot / 01 ease test kills and 1011481 5. 51 2. 21 5021 sees rat e / 3t.ij ,rft* sort Aw"Mia"s I1f.0/ 0.0/ 01 sees sort 0/ seat trot / lel 0.0/ 0. 0/ 0/ sets •sees 01 Were Were / jrl 1 0.01 0.0/ 01 **at 1 rot 0/ sort td star - -- ----- ---------- - - ----------- --- - ---- 61 Windows /a/ 3VI21161 sof Ml ?6451 *at* 2POI P6451 rat* S Glass It'/ "'i;`Z•"/ a>/ rer01 a/ area 1 01 01 trts /C/ / 0.0/ st 01 01 rest 1 0/ a/ trot Idl / 0-0/ IS 0/ 01 sees 1 01 01 sale rj lel / 0.0/ *1 0/ 01 rose 1 0/ 01 trot IN / 0-0/ or 0/ 0/ strw / 0/ 01 rest rr ------------------------------- - ----- --------------/--- --- -------------- Wlm'A3Ov", / hurth 123.01 26PI sees 6 1321 river / 6 A Glass Amw 1 0.0/ 0/ seat 01 0/ test / ESW /YT.01 771 -free wl r7l star 1831 '111'1�:W'IJlv / ('-'.0/ 01 rare 0/ 0/ tsar 0/ South 1 0.01 0/ ease 1 0/ 01 rose 1 0/ .11 1 0/ 01 ease 1 a/ 01 *rro 1 0/ --- -- -- ---- - ----- --- - ----- -- I /-- ---- - ---- - - / -I - I 8/ Othr 5/10.4/ 391 M1 4 W","/ Sq/ 6,01 4031 IbII0017715110.41 0/ 0/ 01 01 0/ ---------- ----------- --- - ------/ - 91 Net a 3. 4/ z'%0/ 5731 17551 10441 5731 ?7351 104 4 z" 1.41 1. 31 01 01 0/ 0/ 0/ 0/ ""vid 1C17461 5. 51 2- 50z"I 11051 5021 21461 71051 Awrtillons Idl 0. 0/ 0.0/ 0/ 0/ 0/ 01 % 0/ l jr lel 0.0/ 0.0/ 01 01 01 0/ 01 0/ 1 0.01 0.01 0/ 01 01 0/ 0/ oil •1r WHO, jall6al 1.Sj ?.41 705Z/ 1324/ 74901 70561 13241 149SI Ib/ 1601 2.01 2.31 0/ 0/ 01 0/ 0/ a/ /C/ / 0.01 0.0/ 0/ 01 0/ 0/ 01 0/ ------- ------------ I-----------/-------- -------- ----/------------------ -/ /I!/ Floors la122AI30.81 .:1.41 0/ 741 22621 0/ IbI7901 ?. Oj 0.01 7521 1431 0/ M/ 2431 0/ /C/ / '. 0/ TO/ Cr 0/ 01 0/ 0/ 0/ ---- -- - - ---- - --------- --- --- -/------------- ------ --- I-- --------/ 17ZI 1WItration a 176.61 4. 11 M! 38971 14W41 3161 38971 /414/ IUISubtot Stab lossn&& MM21 "t 230511 trot ease 1 230511 rare le .'/ ,ft w/ 030 V/ 1741 Vact Stuh loss /751 70tal Stab toss 73M rose *wx* left sets 1161 lot. Galas, Awople P 304." 41 sort MOI 41 *tt* 1 1200'il 6. t 4'Of" 21 east 24001 "1 p4aol 1?71 Sub to t ATY da Mn WS. . "1, 1161 rose / *art 760411 rare 1 ft** / 14001 1151 vact Utwo Gaiff 709/ 1,00/ rare W451 1.10/ werett1114 5/ veto RZA! K&A., 55 2 77777, 1 tiEP"ARTMENT;OF 13010ING CITY OF ATUlNTIC B ASH LOCATION YHF'OR ATION PE Addr+ as BawAcl� AvNu1M 'tx` it. Nexlr s . . � ATLANTIC REAG1, F'L;QRIDA233� .�ZQN permit- Types LEGALDESCR4 - of Woark s ALt '? ATIO Lot Blocks Mian s C+�r�ot r:" , Type t WOt��, FRAME Township a �i�1C�: proposed Umet SINGLE_,SILY Subdivisioria NpRTH ATLANTIC BEAC GllihSr l = C ►d £ 0 i 00.00 'ISO mate'd Value I Coat *0�00 Tot til F`�}►�l�R 3 's1$.50 A mt?1��2nt yy ���yy[�t(�y/y W as li WER ,... APPLICATION FEES lTIGIN s,ar°`7r U 'f` 7a �Gir Y* $0.00T _Neme 111E WATT IMPACT FEEi � O IMF A REQ J E0.C►@ Fi.E�NIDA �4G2, G F ' � � � � may, ► a �"° F, a ,.fir'-r.'s' �- «-R O GASµ *0.0 ---�, T NF'ORXAT t1N _ ._ RAD $0.' ------- WATER TAE A RL.U4 ING & T LES No C E R-- 0 Addres , 2 315 , VEI L11s _ 7_ kiltt3Rl1UL:IC 'SHARE QAC ACH. 1:L 322 RE-INSPECT FEE fiCtr L.tcon s >CF'CA Typo 0 H1.0 IJP PACT FEE EI`T NOTES: n NOTICE—,ALL CONCRETE FORMS AND FOOTIN(,1601 1$T'BE -INSPECT BEFORl POURING PERMIT VOID SIX MONTH AFTER DATE OF ISSUE kww BUILDING MATERIAL.,RUBBISH AND'pEBRIS FROM THIS WORK NOT BE PLACED IN PUBLIC SPACE.AND BE , GLEAREt .UP'`AND, D'AWAY B'Y EITHER CONTRACTOR OR OWNS . � WITH THE MECHANICS LIEN LAIN CATV RES y �;FA1.Ui# T3 G1 '1Y ��X M` THE'PRaP914TY W ER PAYING TWICE OR BUILDING l RE 1$3UED ACCORDING TO APPAOVED PLANS WHICH ARE PART OF THIS.PERMIT' AND SU , 71.kTIt3t ,t? sPOLICABLE'!�#IOVIBIONS OF j '.�ITLANTIC REACH BUILDING DEPARTMENT s �M d i CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION PLUMBING CONTRACTOR A/ 17 �- 9j9S` 6447 LICENSE NUMBERS OWNER e°lc BUILDING CONTRACTOR TYPE OF, BUILDING SINKS ZSHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE . , � i f Y Al A"a� 0 CITY 4F ATLANTIC E115ACH j PERMIT I NFCIlRMAT I CSN - L4CAT I Qui I AiF4RMAA'T I QN #ermit.. Number: 8601 Address, 1881 BEACH AVENUE i ?-orm .'Type: FENCE ATL1 ANTIC BEAM .FLORIDA 32233 cf W k: NEIA LEGAL, DENCRIPT1ON ___.�------ Cc tal Type: V'IN'YL Lot: 44 -- Blacks Eectiowz: Pr'dposed Use: S1NGLE FAMILY �Town�sbip RNGr 0 Dwellings 1 Cade s 0 ;?ubdivi iron ts,t m"Ated Values'; $2500:00 I�r►�IrQv. Cysts $0 00 ,Tot, eye �0 fly} Amc x+10.00 i _M ,` -;- APPLICATION FEES ----� � 1LE fit. PERMIT $10.00 ss ►° ,AVENU'E.. NA IMPAC FEE $0 .00" H CRI 8. FEE To RADON OAS-H.R S. $0.00 RADON CAB 514 $0.00 )"Ee>7ne t Y HER, CAPITALM 'ItOtE. "s ; 1'ER TAP $0.00, GLOSS CONNECTION $0 .00 hype 1C H IMPACT T"LE � " :�00 ` CET SURCHARO ` 0 ." 4 PT i i NOTICE--ALL CONCRETE FOAMS AND FOOTINGS MUST OE Il4$PECTED BEFORE POURING r PER-MIT VOID SIX MONTHS AFTER DATE�6F ISSUE ,W!LbfNG MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NQTEE PLACE[?IN PUBLIC SPACE,AND MUST BE `CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER LURE T, COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN H-E RRC�PERTY CaWNER PAYING TWICE Ft?I~I BUIL.aiNG I, R©VEhA.ENTS " 41 i$&URQ ACCORDING TO APPROVE© PLANS WHICH ARE PART OF ?MIS PERM17 AND SUBJECT tO IiE1lI�CA7ION FOR " ;. 'IOiI+I OFAPPLICABLE PROVISIONS OF LAW. �41.ANTiC B ACH BUILDING DE R CME. 4f>tt>Iltltlft t10.� to r l APPLICATION FOR FENCE PERMIT Ornery naae__ Phone 24(.-1349___ Job Address--I bai B&aJ, Auenu,� Lot_ T T __Block and/or Unit 0___2 Subdivision_____________ Contractor if different from owner_______________________________ JUNSET - ----------------L-----------------------------------._ Valuation of fence 0-25760,'-- . Corner or interior lot-jgrE+2_t6R Type construction__?MsOPIt-TeWtD TWE '&q4,o6wB6)( Show location and height of fence as well as location of street(s). O f?' Owner signatures `- ,�`�'r n! - ------- Date------ Contractor signature, SUtilS�7 FE'�tKC- }� D�Ck CD. Ili�. G4�5-93ba 5t4A4fj Uig' ptl2 Ile .. . •�� , ' 32233 49 �✓N•'!'� Ro oo� Nt� W pv' I g Cud NIN AN SSPVipb p f��� 4� >i � �Kf�l of lG'� ,�, V 1' f�� � •'. .�. o fro•la ..i x -+ f�ZI•d31 U �� t k4 /r.T' i.. 6p pS T4s � f.� 4 � � ..• " � CITY OF r�ct�c �v'eac! - �l�vtida 800 SEMINOLE ROAD ------- __ -_._ ATLANTIC BEACH,FLORIDA 32133-5445 ^ -1-- TELEPHONE(904)247-5800 FAX(904)247-5805 May 2 , 1995 Brooks & Limbaugh Electric 41 West Second Street Atlantic Beach, FL 32233 Dear Sirs : It is my understanding that work was performed at 1881 Beach Avenue prior to pulling an electrical permit . The electrical permit was not pulled until May 1 , 1995 . Section 6. 35 of the Code of Ordinances of City of Atlantic Beach requires permits for all electrical work. By notice of this letter you are being forewarned that future violations of Section 6-35 of the Code of Ordinances of the City of Atlantic Beach will result in your being brought before the Code Enforcement Board of the City of Atlantic Beach and a complaint filed with the Construction Industry Licensing Board . Sincerely , '0 , C. Don C . Fordp-'� Building Official DCF/pari cc : City Manager VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED JR i • R- 10132 DEPARTMENT OF BUILDING' CITY OF ATLANTIC BEACH PERMIT INFORMATION --, LOCATION INFORMATION Fermi. Number: 10132 Address:, ISBN BEACH AVENUE Permit Tye++.: MRCHAN1,CAL ATLANTIC BEACH, FLORIDA 327,33 Clays of ,Work . LTERA 'IO ».,��. LEGAL DESCRIP'I'I.ON Constr . TY e : WOOD Leat: a,lock., Section: Proposed Vse: ,SINGLE rAM 1.LY 'TPP". hiP RNO r D e*i i : I Codes: 0 $ubdivisio ' -., . A.TLA.NTIC BEACH Estimated V Iue $01,00 improv. Cast s 00 Amount,,,,, id $43.00 D 5 is 5 I e rl� NT 'AL HEAT '"D AIR Y ORM ► ICN _» APPLICATION FEES Name ;. It MIT $43 .00 Ad ' �NLT b � .' ATRNlFC " SEE $0 .00 EAC1i.> P`LOR I DA ' '� S IMPRC ISE $0 -00 F � A A ..-- Y.. 'T INIFORMA,T ON - RADON CAB 5% $0 ,00 Name, E R ERVI E O CA AL IA4Ph0VE $0 .00 .Address °11.9 EA H BOD E � "LAp "RO,$SE CONNECTION $0.00 i LIXense, CAIii, : I �" 'E . .O0 011 C N$T SURCHARGE € > 0 nwh NOTES: �i NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PI_RMIT VOID SIX MONTHS AFTER,DATE QF I£SUE r 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 "F .LURE TO, COMPLY WITH THE MECHANIC'S ,LIEN LAW CAN R15SULT IN T PRO ERTY OWNERR�11fINGTWICE FO THE S�J 1 11�hG IMPt�QVE EN '° I D ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION{FOR APPLICABLE,PROVISIONS OF LAW, ATLANTIC BEACH BUILDING DEPARTMENT 0000004+EI0 000mm f�3.tl0 14 16tea 5/15M 01 R*i 006303 By: M61000 ^c1 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC IItACN. /LMI"SL"a APPLICATION FOR MECHANICAL PERMIT CALWN NUMBER IMPORTANT--- Applicant to complete all items in section: 1, 11, 111, and IV. (LOCATION Street Address: 04 OF intersecting Sheats: ielwea And C�� WILDING sub•di.isioo IL IDENTIFICATION -- To be completed by all applicants, le consideration of pernnit given few doing the well a$ daseribed in the above statement we hereby agree to porfom Said work in sccordsoce with the attacgpd plant and specifications which are a pee hereof and in accordance with the City of Jackwavillo ordinances and standards of good Practice listed therein. Nose of Machapisal `'— G.elraafw I hint) /() F'_ Y-4— Nada~ Nw of Property Owner Sigeetoro of Owns SiMe/we et or AsrMeriSad Agent Ns/w Eagbseer 111. 604111AL INFORMATION A. hooti#4 fsiel: B. IS OTNER COIISTq{ICTtON SEMIS 001)!All 'a toll! GUILMS OR SITE t__ O Gee Q V Q Nsfvml O Gwbd Ul ft •r O Oi IF 1/ESs SIVE WjuKR 0/OWSTRUCTISN Ni11MIT p nth„ _ specify ..._. IV. ANCK401 AL IQUOMIIt 10 M MIRAtLM gA?INI�OI MOIIK (he, va N*%so d soalwa "*a reel a+lls,be*i Q/R.dd.nIW or v co n D ""t O spe" O Ro allow a c«ilyd o Am C3 New owdit L7 nsr Gad,tkoil»t O hoes o�-7 , 911ft" Q--ew. svelm: y.Wc.t IC/ ._ 1111e�--^„ C3 Rep-88 — sfNIIIg111t0w mow'ws eapasoly `f CjZ� s f lll. O mw w teNsum(No 11 pttpr y NMtdM4 O Rel ige»«« O axw4 NN of ad*46 to W"W4 sysu l O C4W;" lwnr Copwi/y 9416M6 0 0"W—opwity O Rim Wriamon: "wow of k..Jl. O Hew/w O M"ff O 6109110W, .�_f Ilwllinl O aa.RM (n,,,llw,l tNlt WAC1 Oft 0"M VW any O t _ laellt�erl IMtiJ O Lp'G oMlai-..-�_ltlral`a/l letwli� O UN&W p"a"ran+ 0 Who %W4 Awl a Q oN.y — sp«+A' ...�.. Alrllll►ar UNT ALL ZMPMtMr AIR CONDMONING AND REFRIGERATION EQUWMW n+lwwl'vlwo n..elWrs >WIMISAImI�w due ° "w' � ac4Ac f 10034, 1111 DePARTMENT OF stALDikG CITY OF ATLANTIC'sF.A�H - I � `It LOCATION INFORMATION �_------ ier t e r: 100 `, A r+ , ,�NAAORAVENUE }?emit p PLU B t� A $'I S'SACt�" FLORIDA 32233' cl Wo t 9CR I PT I ON ta�a of, axfstr.` TSection: Ordposed Use* 0 est mated Value: Tcatal" > X29 ra 29.00 n $0 010 00 it f t NaT40E=ALL LONG tz fE FC3RMS,AND FOOTINGS MUST BE"fA1SPECT6t3 t Ft?t E POURINQ i?ERtvItT.�IOtD SIX MONTHS AFTEA PA E OF#SSi�E ILD IN MATER#AL,Hl1Bt3t5t-#AND DEBt #S Ff OM THIS W©RK MUST NOT Btr PLACED 4N PUBLIC SPA t E,AND MUST.BEGktiE"II 41 '.Att�` AULD/�kfAY BYt<t Hf 1iACTOR Ot i©WR �.x 6 F A 1a T ? � I Pt WIT THE EIEC ' LIEN LAW CAN ��aUt.�' IN THS FfP ' '1f Q! t�tt RAYtNG` NE "t` 1 , iatH1VtEI�IT " tSUD ACCORD#NG'fO.APPA01/Et PLANS WHICH ARE PART $Pt RMtT AVJD SUBJECT TO REVOtrATION FOR TIO#V QFF!fLICASLB F? ISIfIS"FLAW. T#f T#C BrrAC4-t # #txtCy 6B000MENT F f FLORIDA DEPARTMENT OF 13NVIF10NMENTAI PROTECTION F Division of Beaches and Shores Permit Number: Bureau of Coastal Engineering and Regulation —� 3900 Commonwealth Blvd. - M.S. 310 No. of Pages Attached: Tallahassee, Florida 32399-3000 `O°`E` FIELD PERMfT APPROVED PURSUANT TO SECTION 161.053 or 161.052,FLORIDA STATUTES FINDINGS OF FACT: An application for authorization to conduct the activity indicated in the location and project description shown below was filed with the Department on the date shown below. CONCLUSIONS OF LAW: The application was considered by the staff designee of the Secretary of the Department of Environmental Protection and found to be in compliance with requirements of Chapter 168-33, Florida Administrative Code (F.A.C.). Approval is specifically limited to activity in the stated location and project description and the approved plans (if any), and the attached standard conditions and any special conditions stated below pursuant to Rule 168-33.015(3)(u), F.A.C. PROJECT LOCATION: &0 1 I b .So q t 1?a sea wa i CC'C'L I 0 ( pu^ le A t- ` (DNR reference monuUntt�& street address) PROJECT DESCRIPTION:`CO-,ti- Cx r'�wX n �f�-.. if I e} �cl�c x[._ ph.. ia0.. -t Q. * � r his permit is valid only after all applicable federal, state,and local permits are obtained and does not authorize contravention of local setback requirements or zoning or building codes. This permit shall be posted on the site as Public Notice immediately upon its date of issuance, and shall remain posted along with local approval until the completion of any activity authorized by thyis- permit. Other special conditions of this permit include: -f Lj-) � w n 1it.K ✓� A.ItiZ.� IN-a-2t d STANDARD PERMI I CONDITIONS: The permittee shall cgmply,With the attached standard permit conditions. APPLICANT NF'ORMATION: I hereby certify that: (1) 1 am either the owner of the subject property or have the owner's consent to secure this permit on the owner's behalf; (2) 1 shall obtain any applicable licenses or permits which may be required by federal, state,county,or municipal law prior to commencement of the authorized work; (3)1 acknowledge that the authorized work is what I requested; and (4) 1 accept responsibility for compliance withallpermit conditions. / Signature Qd d"11 PY_ , f- X�'�' Date G �( Telephone No.(� Printed Name. Also Title & Company Name if applicable: 4- S^jwolll N 60W ALF-5 Mailing Address �T1 j� e(K eA, � 1/ � /��`� 3,2Q DEPARTMENT FINAL ACTION: This permit is approved on behalf of the Department of Environmental Protection by (staff designee): ,on DateF / _ �e�—�,6 The permit expiret 12 months after issuance or upon such earlier date as is hereinafter specified by the staff designee. EXPIRATION DATE 9 y Z-9 V Approved plans are attached: YES [ I NO ti", —�� / Standard Permit Conditions: YES i f NO 11. This permit is W is not ( I valid without a Department-approved 'Information Form to Assess and Reduce Impacts to Marine Turtles." The Sea Turtle Protection Program and Local Authorities were notified on (date in office): PUBLIC NOTICE. The foregoing constitutes final agency action. Any person substantially affected by this determination has the right to request an administrative hearing to be conducted in accordance with the provisions of Section 120.57, Florida Statutes (F.S.). Should you desire an administrative hearing, your request must comply with the provisions of Rule 28-5.201, F.A.C., if requesting a formal administrative hearing, or Rule 28-5.501,F.A.C.,if requesting an informal hearing. Requests for hearings must be received by the Office of the General Counsel at the Department's mailing address as written above,within twenty-one (2 1)days after the date this notice was posted. Failure to respond within this allotted time frame shall be deemed a waiver of all rights to an administrative hearing. In the event that a legally-sufficient petition for hearing is not timely received, you have the right to seek judicial review of this permit pursuant to Section 120.68, F.S., and Rules 9.0301b)(1)(cland 9.110, Florida Rules of Appellate Procedure. To initiate an appeal, the Notice of Appeal must be filed with the Office of General Counsel and with the appropriate District Court of Appeal within thirty 130) days after this notice was posted. The Notice filed with the District Court must be accompanied by the filing fee specified in Subsection 35.22(3),F.S. DNR Form 73-122 (Rev. 8/93) [White Copy - Tallahassee Office] [Yellow Copy - Applicant] [Pink Copy - Staff Designee] Ci%;Y OF ATLANTIC BEACH No. 3459 FLORIDA Dec 29 _19_A6 NAME CDM Properties ADDRESS CITY Lot 44, North Atlantic Beach, Unit #1 1881 Beach Avenue I PP5.00 TL IaaS:nDCKTO 7919 1 A 1 P09/86 Sewer Impact Fees 3159 $ 1,03S,OtACS Water Impact Fees 7919 1 i2smp"/06 ,2�•0PI1001 i When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BE! 'H, FLORIDA TREASURER CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 TELEPHONE: 249+2395 UTILITY BILL Ov? DATE METER$ WATER SEWER GARBAGE OTHER TDUEL r( HIS RECEIPT SERVES AS WORK /�7 RDER. T E RECEIPT TO UBLIC �- ORKS D PT. TO CHEDU WORK. 200 SAN PIPER �NE. RETAIN THIS STUB PAYABLE IN ADVANCE SERVICE DISCONTINUED IF NOT PAID WITHIN NO REFUNDS 30 DAYS OF DATE SHOWN Y ►rPi srn CITY OF:7ATLXNTIC PEACH ' - APPLICATION 'FOR`PLUMBINO PERMIT vEp� tl UOa,,LOCATION. j+ rOfit 40F PROPERTY: BUILDINO CONTRACTOR: PLUMBING CONTRACTOR Arl'- ilC �c3<N� 'r AND ADDRESS: `) c^, TELEPHONE NUMBER: i, STATE LICENSE NO: l� r`�C� o'�OJ I 441; TYPE OF BUILDING: j12o°i �C TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED �.•' SINKS SHOWERS LAVATORY WATER HEATERS 1 A � •; BATH TUBS DISHWASHERS �`: ±; •;:' URINALS t yap DISPOSAL$ CLOSETS WASHING MACHINE Y' FLOOR DRAINS SHOWER PANS s. OTHER • • TOTAL FIXTURE COUNT: x $3.50 + $15 . 00 = $ 21 ------------------------------------ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN S"ANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904 ) 247-5826 i�3Y+TyV1,zY:;, P$R,3844 . 10064 DEPARTMENT Oil`BU L`DING " CITY OF ATLANTIC"OEACH OiiPERMIT i'NPOMA `I'ON< ----- ioi Numbx r I &I ~ .. LOCATiQN iNFOP TIQAI '+ Type: XACH AVENVE f a r ACI ON, BEACH, LOR I DA 2 2 w. »,�. CL..I►EERIP 'Tsi --- Lot>xs <: fiIsOC PRS - ,+ 7 . e k 3iNG �Ic 5 ora: a l 1 `Own$ p tima .ad 5 � XTI BEACH ted V 'T us a, mPa ;VL. �' X43 nIwtl Tal .eta .s3C1 j *"JON EEE$ AVER WIN PEE P zv AP , R'S. 00 Ll ALE ATm EEAP d, "8 COE ION $0 ,0() E A ' �yT VIZ A� �,�,0 H AE # D- 0 VN NOTICE--ALL:CONCRETE FORMS AND FOOTINGS MUST BE INSPEGTEd BEFORE POURING, PERMIT',VOID SIX MONTHS AFTER DATE OF 9SSl1I: BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NQT PACE, BE PLACI*©IN PUBLIC S `Ahlla MUST BE CLEARED UP AND HAULED AWAY BY E#THER'CONTRACTOR OR OWNER FAILURE TO ,COMPLYI WITHTHE MECHANICS.UEN, LAWCAN RESULT IN PROPEI 'OWNER PAYINTWICE FOA t` 81 111I1 } M117`WED . ACC©RDING.TO APPROVED,PLANS"WHICH ARE PART OF THIS-PERMIfi ANIS SUBJECT I'p)*} CT14NOF . N OF APPLICABLE PRCVIIOI�iS FLA1A�. " , RNr CITY OF ATLANTIC BEACH, FLORIDA 1 Approved by APPLICATION FOR ELECTRICAL PERMIT 7 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: _ ( 19 ` 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. -z-�/�2� /G if ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE Com'- 7JRNEYMAN NAME ADDRESS: 19T1 X��' RFD BOX BLDG.SIZE BETWEEN: RES.K APT. ( 1 COMM. ( ) PUBLIC ( 1 INDUS. 1 1 NEW( 1 OLDK REW. ( 1 ADDITION ) TRAILER ( 1 TEMP.( ) SIGNS ( 1 SQ. FT. SERVICE: NEW( 1 INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ( ALUM. ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE ©o AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS, OVER APPLIANCES i I BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.M TOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS - s: PAGE 1 ate: 07/20/97 MANNING BUILDING SUPPLY LOG #: G0472 TRUSS DIVISION JOB #: 7- JACKSONVILLE -alesman: DAVID PRICE Pitch: 6/12 ""lstomer: PELKEY BLDRS , INC. Job Name: PELKEY BUILDERS ' Address: Address: LOT 44 BEACH AVENUE ATLANTIC BCH. ?Qesigner: KS ROOF AND FLOOR ` ---------------------------------------------------------------- - Left ty Span O.H. I O.H. Description EPrice ---- ed I - --------- - ---- -------------------------------- --------- 224 ' ----2 ' --2 ' --- T1-H1 7 'SB 0 . 00 2 24' 2 ' 2 ' T1-H2 9 ' SB 0 .00 2 24' 2 ' 2 ' T1-H3 11 ' SB 0 . 00 4 24' 2 ' 2 ' T2 Common 0 . 00 8 1 ' 2 ' 0 ' it C/J 0 . 00 8 3 ' 21 o . 3 ' C/J 0 . 00 8 5 ' 2, 0 , 5' C/J 0 . 00 12 7' 2' 0 ' 7 ' E/J 0 . 00 419 ' 10"13 2 ' 9"15 0 ' 7 ' H/J 0 .00 ' ------------------------------------------------------------------------------ n I '� _ Total Engineered Price 0 . 00 . x RAFCAF1 VkD �'g 2 6 1997 L �tom.. Crty of Atlantic �ullding anBeach oning f® JOB: G0472 PELKEY BUILDERS 31 ' 6 " LOC: LOT 44 BEACH AVE . PLAN: DESIGNER: KEN STIGLETTS N m N ZTI:: PITCH 6/ 12 OHANG 24 " cu cu rrl f� 31 ' 6 " t t I (G0472-PELKEY BUILDERS - T1-H1 7'SB) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 110 MPH WIND, 19.32 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, 5X8= 1 .5X4111 5x8=— T2 1.5X4, 1 .5X4 6 I— J -- -1 6 3X10(B3) 17-9-0 3X5= 5X8= 3X5= 3X10(B3) = A L.2-0-D. L.2-0-0;--J I 7-0-0 I 10-0-0 I 7-0-0 �I 24-0-0 Over 2 Supports R=2420 W=5.5" U-1360 R=2420 W=5.5" U=1360 PLT TYP, Alpine TPI -95 Design Criteria: TPI 18.1b8 FL/-/l/-/E/-/- Scale =.25" Ft. O O = "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 3 0.0 P S F R E F R151- -71972 BRACING. REFER TO H18 91 (HANDLING INSTALLING AND BRACING), PUBLISULD BY IPI (TRUSS PLATE INST ITUIE, SB3 D'ON0110 DR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR 10 O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. IOP CHORD SHALL HAVE PROPERLY ATTACHED ql!. ... C��AT C D L 7.0 P S F DATE 07122197 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �'v� "9�Y.`'Y HCUSR151 97203029 O O .1 PORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ,G '+ B C D L 10.0 P S F D R W PRODUCTS, INL. SHALL N01 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO JU 1 2 � O D ., • BC LL 0.0 PSF HC-ENG ABE/WPF Z�TRU�SS LPBUILD THE TR USES IN CDNF ORMANCE WITH IN TPI; OR FABRICATING, HANDLING. SHIPPING, INST ALL A7IDN OR BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICAHEE PROVISIONS OF NDS (NATIONAL DESIGN ' / ' TOT.LID. 47.0 P S F S E 0 N 27796 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE:OF r� CONNECTORS ARF MADE Of 2OGA ASTM A653 GR37 GAL V. STEEL. EXCEPT AS NOT APPLY CONNECTORS TO gyp ' D U R .FAC . 1 .3 3 FROM K S EACH FACE OF TRUSS. AND UNLESS OIHER WISE EOCAT I ON THIS DE SIGH. POSIILON CONNC CIORS CER I.[1• �11�' '1 DRAWINGS 130, 150 AND 160 A F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY FO THE DESIGN V DD SPACING 2 4 O OF THE TOE PICT IIFR AND SM AE�T BE REL iED PON 14 ANY D HER WAY � - (G0472-PELKEY BUILDERS - T1-H2 9-SB) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 19.81 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 5X7= 5X7= 6 r 6 1.5X4 a 1 .5X4 17-9-0 5X7= 5X7=- 3X5 X7=3X5(A1) = 3X5(Al) L--2-0-01 L.2-0-0.J L 9-0-0 I 6-0-0 I 9-0-0 rE 24-0-0 Over 2 Supports R=1289 W=5.5" U=770 R=1289 W=5.5" U=770 PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/I/-/E/-/- Scale =.25" Ft. O O O —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDIING, SHIPPING, INSTALLING, AND T C L L 3 0.0 P S F R E F R 1 5 1 -7 1 9 7 5 BRACING. REFER TO ITIS 91 (HANDIING, INSTALLING AND BRACING), PUBIISHFD BY TPI (TRUSS PI.ATf. OINSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, N) 53719), FOR SAFETY PRACTICES PRIOR 10 �4•�eR P,pi,I, T C D L 7 .O P S F DATE 0 7/2 2/9 7 PERFORMING IHE SE FUNCTIONS. UNLESS OIHERNISE INDICATED. TOP CHORD SHALL NAPE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. L'„�+�'2- HCUSR151 "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO TIIE INSTALLATION CON IR ACI OR. ALPINE ENGINEERED •G (�'y B C D L 1 0.0 P S F D R W 97 203030 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION IROM THIS DESIGN; ANY FAILURE TO .la( 1. ( O O BUILD THE TRUSSES IN CONFORMANCE NTTH TPI; OR FABRICATING, HANDIING. SHIPPING, INSTALLATION OR - ; BC LL 0.0 P S F HC-ENG A B E/W P F Z�TRUS�S LPINBRACING OF TRUSSES. THIS DESIGN CONFORMS NI TH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D. 47.0 P S F S E O N 27799 CONNECTORS ARE MADE OF 20GA ASTM A65I GR31 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE;QF POSITION CONNECTORS PER �j pR D U R FAC. 1 .33 FROM KS EACH FACE OF TRUSS. AND UNLESS OT HFRNISE LOCATEB ON THIS DESIGN. L 1V.• -` �) D0.ANINGS 130, 150 AND 160 A f. AN ENGINEER n SEAL ON iHjS DR ANI NG APPIIE$ ONLY TO THE OF SIGN � 'D�``�\ SPACING—# 2 4 0 HE ..,� �H ALL fl lED .,,.., .., ANuca .,�Y. (G0472-PELKEY BUILDERS - T1-H3 11 'SB) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 20.31 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X5= 5X5= 1 .5X4 6 r- -, 6 1.5X4 17-9-0 5X5= 5X5= 3X5(Al) = 3X5 (Al) �--2-0-0.J L.2-0-0.1 L 11-0-0 12-0-0 I 11-0-0 I fE 24-0-0 Over 2 Supports J R=1289 W=5.5" U=770 R=1289 W=5.5" U=770 PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/I/-/E/-/- Scale O O "WARNING•' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTAII.ING AND RACTC L L 30.0 P S F R E F R151 - -71977 F-1 BING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE �^Q O INSTITUTE. 583 D'ONOFIO DR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACIICES PRIOR TO ��J F n Pp T C D L 7 .0 P S F DATE 0 7/2 2/9 7 PERFORMING THESE FU Nf,lIONS. UNLESS OTHERWISE INDICATED, TOP C.f1ORD SHAT t. HAVE PROPERLY ATTACHED 11F1C ,A'=/A STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE ,RIGID PROPERIY ATTACHED RIGID CEILING. (G,P 1 l•"q�Y..'y IMPORTANT- FDR NISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •G (�'� BC DL 10.0 PSF DRW HCUSR151 97203031 C� ALPINE C� PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO J;II 2 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR �� r �- BC LL 0.0 P S F HC ENG A B E/W P F ZBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ' ���,��J++�����`fff��� ' T 0 T.L D. 47.0 P S F S E O N 27802 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STAT E 4F' TRUSSTK �`ry ry` CONNECTORS ARE MADE OF 2OGA ASTM A653 GR37 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO J EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER " '(� •" D U R .FAC . 1 .33 FR0M KS OFATMI TING SRUSS DEP130. OAND 160 ICTED HEREAAND SHALLNNOTEER'S SEAL ON BE RELIED UPONHIS IN ANYWING OTHERPWAyES ONLY TO THE DESIGN S PA C I N G 24.0" I t t 1 !, (G0472-PELKEY BUILDERS - T2 Common) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 20.56 FT MEAN HGT, SBCCI , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 4X4= 1.5X4/e 6 r —t 6 17-9-0 5X5= 5X5=- 3X5 X5=3X5(Al) = 3X5 (Al) ')�V "? L2-0-0�-1 L.2-0-0-1 L– 12-0-0 I 12-0-0 I fE 24-0-0 Over 2 Supports J R=1289 W=5.5" U=770 R=1289 W=5.5" U=770 PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/I/-/E/-/- Scale =.251, Ft. O O O O "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING, AND T C L L 30.0 P S F R E F 8 1 5 1--71978 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUB(ISHEO BY TPI (TRUSS PLATE O 1NSTITUTE, 583 D'ONOF10 DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO P�'� C�7ti TC DL 7.0 P S F D ATE 0 7/2 2/9 7 PERFORMING THESE fUNCT IONS. UNLESS OTHERWISE INDICATED, i0P CHORD SHAH HAVE PR OPf R1.Y ATTACI{ED A A O STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING. �•(G`, �Y:'Y p HCUSR I5I T ^ IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 'Q ,'w 1(n'� - B C DL 10.0 P S F D R W 97 203032 AL�' '- PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Jp) 21'b BUILD IHE TRUSSES IN CONFORMANCE WITN TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR / �� BC LL 0.0 P S F HC -ENG A B E W p F OR ACl HG OF TRUSSES. THIS DESIGN CONFORMS Wl ill APPLICABLE PR OY ISIONS OF NDS (NA7IUN AI DESIGN TOT.L D 4 7.0 P S F S E Q N 27805 SPECIFICATION PUBLISHED BY IHE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE STATE OF RCONNECI ORSOA REMADE OF 20GA ASTMA653GR37 GALYSTFFIFXCEPI AS NOTED. APPIYCONNECTORS TOTRUSS 1\ LJ U EACH FACE F 1RUS5, AND UNI ESS OTHERWISE LOCATED ON TILLS D IG.N, POSII10N CONNFCIURS PIN �h���(�{ *- � D U R .FAC. 1 .33 F R 0 M K S O F-7 DRAWINGS 130, 150 AND 160 A F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGNV, S P A C I N G 2 4 0" E OF THE TRUSS DEPICTED HERE AND SHA1.1. NOT BE REL EED UPON IN ANY OTHER NAY. [ j 0TM FOR TECHNICAL INFORMATION: FMC71 800 SE SPECS Southeastern Metals Manufacturing Company, Inc. 1-800-737-7327 HURRICANE ANCHOR Design Features: - These ties add increased resistance to wind uplift. - Eliminates toe nailing utilizing correctly located nail holes for fast, easy and strong attachment of rafters and trusses to plates and studs. Materials: 20-18 gauge c alvanized steel �sc>=,ted •> + ` y* 61MENS10NSS -.FASTENER SCHEDULE,.�� .ALLOW ""� ='�• 94 _i.�r .C t YY�l.��'+ `.,,tea!}■�' 6 'Zlw 19 DESCRIFMON "kf a r 3:rr coot,- 'RAFTER' PLATESTUD; (Seslnstsliatlonj .Uefl UP ,... ::a - - %,.•;}� ... 13'396'''1c �c1609Gs��.�: Al AZ'- t 6& K- rW _ 8fiw Regular HCPR&HCPL 20 1 1/2 5 4 1 4 4• 145 95 400 i 0 480 520 500 LongTwe HCPLR&HCPLL 24 1112 E 4 4 4' 145. 9S: 40Qt5l 480. 520• 100 Dbl.Long Tie RT10 20 1 1/2 101/2 5 x1 1/2' 8 5 X 1 I/2' 115 95 500 1 555 555 555 100 ReveMbls� RT12 18' 11/2- 4,518, 4- 4 4--- 100 130:: " 380' 380• 380-. 380 .100 Truss Tie HCPTA 18 21/2 20 1 8 — 8 — — 800 i 990 960 990 50 FOOTNOTE: May be installed on each side of rafter for twice the loads when the rafter thickness is a minimum of 2 1t2'or diagonally when rafter is 1 1/2'. Regular and Longue hurricane anchors also available in 18 gauge. *Alternate stud plate application. W INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. 2-16d toe nails from truss to top plate equals 300 tbs.additive to listed lateral loads parallel and perpendicular. : SEE GENERAL NOTES: 1.2.3,5.6.10 CODE COMPLIANCE: S.S.C.C.1.#9166,#9320 METRO DADE COUNTY REPORT X92-0830.6, N _ Submitted 1/93 for a National Evaluation Report(NER#Pending). i •.� AL1 DOUBLE LONGTIE IH �• TRUSS RT10 • REVERSIBLE TIE j H • REGULAR H LONGTIE HCPTA ee. HCPR/L HCPLR/LL H RT12 �� �., � I• Al • \ \ l �\ All Al � � �' �. � Al 14* 40 May be installed on each side of rafter for twice the loads when the lapel thicimess is A2 j a mimimmm of 2 12"oT diagonally when A2 A2 rafter isllR". Rafter apptleatfon Ratter application Rafter application 1 1l2' Z r —TOP r, PLATE i — ' ties installed diagonally acro from each other 2 12' (MIN) Stud application j �= Stud-1212 cation Stud application HCPR/L HCPLR/LL RT12 7r– (Available in left or right) (Available in left or right) 1 –TOP PLATE des installed back-to-back 37 � M r ©T" FOR TECHNICAL INFORMATION: 1 800 SE SPECS Southeastem Metals ManufaMdng Company Inc. 1-800-737-7327 00. TRUSS TIE DOWN STRAP (Sanibel Strap) Design Features: Provides additional increased resistance to wind uplift to secure rafters/trusses to wall studs,top plates or concrete tie beams. e. The Sanibel Strap and True Tie are similar connectors which fit over the top chord of the roof truss and attach to the wall plates and wall studs. Use the True Tie when the distance from the top chord to the top plate is less than 10"and the Sanibel Strap when the distance is between 10" and 184. • Designed to allow gun nailing for quick installation. , Warning, use protective eyewear when installaing with nail gun: Materials: 18 gauge galvanized steel HDP2X PRODUCT PER SIZEDESCRIPTIONDESCRIPTION GAUGEICTN 2X HDP2X Single Sanibel Strap 18 25 2X(2) HDP2XD Double Sanibel Strap 1 18 25 FASTENER PRODUCT ALLOWABLE LOADS PER /1/i ,%,' rs• SIZE GAUGE SCHEDULE CODE IN CONCRETE WIND UPLIFT CTN 2X HDPW 18 8-NK or DN I 1875 25 IA31V 2X(2) HDP2XD• 18 8-NK tx DN 1875 25 INSTALLATION: Power actuated hardened nail fastener=ON. Hardened concrete screw type fastener=NK Consult fastener manufacturer for installation information. ALTERNATE FASTENING SCHEDULE ALTERNATE FASTENING SCHEDULE ALLOWABLE LOADS ALLOWABLE LOADS i FASTENER WIND UPLIFT/EARTHQUAKE 133% FASTENER WIND UPLIFT/EARTHQUAKE 160% r TOTAL NUMBER OF FASTENERS TOTAL NUMBER OF FASTENERS / ^ SIZE 2 1 4 1 6 8 1012 SIZE 2 4 B 8 10 12 8d 220 1 440 ! 660 ! 880 1100 1320 8d 265 1 530 1 790 1055 11320 15851 �- 10d 265 535 800 1065 1335 1600 10d 320 640 960 1128011600 119201 16d 320 ' 640 1 960 1 1280 j 1600 1915 16d 385 ; 770 j 1150 11540 11915 2300 FOOTNOTE: Fasteners are placed on model#HOP2X each side of truss,2 in the top layer and 3 in the bottom layer of the double top plate members. Fasteners are placed on model#HOP2XD each side of the truss,3 in each layer of the double top plate members. INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. SEE GENERAL NOTES: 1,2,3,6,•'7,10,12 CODE COMPLIANCE: S.S.C.C.I. #9166,METRO DADE COUNTY REPORT#91.0830.8,Submitted 1/93 for a National Evaluation Report(NER#PwAing). TRUSS TIE DOWN STRAP RUE TIE TI Patent Pending , fig• 31;8• f' LATERAL LOADS SIZE PRODUCT DESCRIPTION GAUGE Al PER N HDPT2 • 61/4' 1/2" I 4-1Od SINGLE °/ > 2X i HDPT2 Single True Tie j 18 1 450 50 /a"•• 2X(2) 1 HDPTD Double True Tie 18 450 50 1 W4' HDPTD •\'1 3J4" ALTERNATE FASTENING SCHEDULE ALTERNATE FASTENING SCHEDULE DOUBLE ALLOWABLE LOADS ALLOWABLE LOADS FASTENER WIND UPLIFT/EARTHQUAKE 133% FASTENER WIND UPLIFT/EARTHQUAKE 160% TOTAL NUMBER OF FASTENERS TOTAL NUMBER OF FASTENERS Q� SIZE 2 1 4 1 6 1 8 1 10 12 1 SIZE 2T4 6 8 10 12 ` Al 8d 220 ' 440 660 f 880 i 1100 1320 8d 265 ' 530 1 790 1 1055 1 1320 1585 tOd 265 535 800 1065 1335 1600 1 tOd 320 640 960 1280 1600 1920 ` 16d 320 640 ', 960 ;1280' 1600 1915 16d 385 1770 ;1150�1540�191512 000 ! j; FOOTNOTE: Fasteners are placed on each side of the truss into the top 8 bottom layer of the double top plate members in equal quantity. Fasteners shall not be less than 1/4'from the edge of the strap and spaced not less than 3/8'from the edge of the framing member. INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. SEE GENERAL NOTES: 1,2,3,6. 7 CODE COMPLIANCE: Engineers sealed approval available upon request. Submitted 1/93 for a National Evaluation 00 Report(NER#Pending). 46 TOP CHORD 2X4 SO. PINE 02 N. EXCEPT AS SHOWN (+++> N2 HIP OR COMMON TRUSS BOT CHORD 2X4 SO. PINE 02 N + (2) 160 TOENAILS. WEBS 2X4 SO. PINE 13 ++ (3) 160 TOENAILS. 2' TYP. +++ PROVIDE UPLIFT CONNECTIONS ROPTIONAL OVERHANGT BEARINGS AS INDICATED. � 1#1 HIP TRUSS UPLIFT : 3500 2000 OR ++ TRULOX WITH 4 NAILS BRC LOC: + ++ AS PER DRAWING UPLIFT BASED ON 10.0 PSF TOTAL DEAD LORD. WINO 1. 158, 989/R. 7' SPEED:110 MPH. MEAN HGT=17.5 FT. ENCLOSED. (SBC) J3 WIND ANALYSIS ALSOCOMPLIES WITH SOUTH FLORIDA BUILDING CODE FOR 120 MPH AND 30.0 FT. MEAN HEIGHT. 5' J2 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 5800 430N BRG LOC: + ++ UPLIFT BASED ON 10.0 PSF TOTAL DEAD LORD. WIND 3' JI SPEED=120 MPH. MEAN HGT=22.6 FT. ENCLOSED. (SBC) Jl J2 J3 J4 J4 J4 WIND ANALYSIS RLSO COMPLIES WITH SOUTH.FLORIDA BUILDING CODE T FOR 120 MPH AND 30.0 FT. MEAN HEIGHT. HIPJACK TOP CHORD LUMBER GRADE ( +++ ) L MAX. NORMAL MAX. H I PJRCK SOFFIT WEIGHT OVERHANG OVERHANG 1' TYP. LENGTH LENGTH 2 PSF 10 PSF +++ OPTIONAL VERTICAL WEB. USE ALPINE IX3 OR WOODLOC 13 0-00-00 0-00-00 N2 N N2 N AT BOTTOM OF VERTICAL. USE ALPINE 3X4 OR WOOOLOC 26 1-06-00 2-01-07 N2 N N2 N AT TOP OF VERTICAL AND DOUBLE DIAGONAL WEB. 1-09-00 2-05-11 N2 02 DENSE 1-09-00 2-05-11 — N1 N 2-00-00 2-09-15 NI NI DENSE 2OR . 12 12 1 . 5X4 ALPINE 2X4 ALPINE 3T000 TO C OR 24 WOODLOC 6.50 2X7 ALPINE 4'60 23 WOODLOC ** ** 2X4 ALPINE OR24 uooDloc 27 WOODLOC , ** OR 1»* 3X4 ALPINE SIMPSON THJA26 —11— + 4- OR OR MAY BE USED 3/4" I ' 25 WOODLOC 2.5X4 ALPINE OR *** ►►►fff���---+++ Iii 3 5 7 9-10-13 OVER 2 SUPPORTS _ I 25 WOODLOC 1 ' R=6520 WT 3.50" R14634 uF 3.50" HIPJACK END RND CORNER JACKS PLT. TYP. -ALPINE OR WOOOLOC FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR ALPINE ENGINEERED PRODUCTS. INC. (RUSSET RFOUIRC ENTRE ME CARE DESIGN C R I T:T P I R E F 0 0 C=3 C=::) o C:3 **IMPORTANT** e"ALI 001 RE IEEPONSIIL(FOR ANY WARNING IN NANa TNG. ERECTION ANO O O O O OEVIATION MIT THIS DESIGN OR THESE S►ECIFICAlIONS. OR ARY /RACING. SEE NIR-TI IV TPI. EEE THIS O(SICM TC LL 30. 0 P S F DATE 11 0C/cC775/9 4 _ O O O O FAILURE f0 BUILD THE TRUSS IH CONFORMANCE WIN OST#/ IV TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 7 O R I S PSF F O R W G II 6 V [� O E'= E= ALPI"( CONNECTORS ARF MADE Of (OGA CATV. Tiffs. "FETING ASTM OUIREMENIS. UI11(SS OIN(RUISE INDIEAIED. top TC OL 1 8 7 O Of� ('� [� O ANS GR A INELPI n9 NOTED. RP PLY CONNECTORS TO[aCll LACE Of CHORD Snnll RE lalUt011Y BRACED NI 10 PROr(A 10. 0 PSF HC-ENG LF:Ii C= TTL T I LI . E= TRUSS AND UNLESS OIHERUISE LOCAIEO ON THIS DESIGN. POSITION LY ATTACHED PLVUUOU YN[HININC• RUIEO"CHURO BC OL O E1 f IV O CONNECTORS PER ORRUINCS 171. TSB L ICOR-f. DESIGN STANDARDS UITH PROPERLY ATIFIENEO RICIO CEILING -- SEE TOT.LD.47 OR 55 PSF 0/A LEN. • C= TRUSS O CONE ORM I I;PLICA#L[ /ROVISIONS Of HOf L iP I. RN ENGINEERS ps.110E TECHNICAL UPDATE IE ET/1/711 FOR PROPER •� SIAL ON SNIT ORMUING APPLIES TO THE COMPONENT DEPICTED HERE ORVUAII APPLICATION. FURNISH A COPY Of THIS D U R.FAC. I . 3 3 C= C= IN ONLY. ANO SHALL NOT Of RELIED UPON IN ANY OTHER UAY. DESIGN TO THE TRUSS EREC110N CONERACIOR. O O O O O O .--IPI TRUSS PLAT( IHS11T"', NOS Hni OVAL OCSItN LCIFICATION OR u000 CONST U[11nN S P I N C S E A A O V E T V D E �' q G T r v --- -- - -- -- -- --. -- ---i ---- -I - --- -- PAGE 1 ' ate: 07/21/97 MANNING BUILDING SUPPLY LOG #: G0472a TRUSS DIVISION JOB #: 7- JACKSONVILLE °salesman: DAVID PRICE Pitch: /12 0""ustomer: PELKEY BLDRS , INC. Job Name: PELKEY BUILDERS ` Address : Address : LOT 44 BEACH AVE. ATLANTIC BEACH i;esigner: KS FLOOR SYSTEM ------------------------------------------------------------------------------- tyI Span 10.H. I O.H. I Description EPriceed 15123' 11" IO ' IO '0 ' of P SYS 42ALL 0 . 00 I 0 . 00 ------------------------------------------------------------------- / 5 Total Engineered Price 0 . 00 31 1 6 �� .-� JOB: G0472a PELKEY BUILDERS LOC: LOT 44 BEACH AVE . PLAN: FLOOR SYSTEM DESIGNER: KEN STIGLETTS SYSTEM 42 FLOOR TRUSSES a `L 18" DEPTH 24 " O . C . SPACING 3 3 Z Z O 0 a a cuu- E� - - 31 ' 6 " s tt (G0472a-PELKEY BUILDERS - F1 PONY WALL) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 SPECIAL LOADS ------ (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 210 PLF at 0.12 to 210 PLF at 23.79 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE BC From 10 PLF at 0.00 to 10 PLF at 23.92 USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. THE TOP CHORD OF THIS TRUSS SHALL BE BRACED WITH PROPERLY ATTACHED TRUSSES AT 24" O.C. IN LIEU OF PLYWOOD SHEATHING. I-I -4-0.1F.0-J16.0-]16.0-]16.0-]16.0-]16.0-13.0-13.0-.1.16.0-]16.0-]16.0-].16,0-)16.0-116.51}1-9-0-{ 16.5" Typ. 1 .5X4 (R) 1.5X4(R) = W=3X5= 3X3= T 1-6-0 1-6-0 8-1-2 3X3= 3X3= W=3X5= 3X3= 2X4111 2 X 4 III 23-11-0 Over Continuous Support '3 R=218 PLF W=23-11-0 Note: All Plates Are 1 .5X4 Except As Shown. PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL/-/I/-/E/-/- Scale =.25 Ft. "'WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND _ O O O O BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE '(�p T/C� L L 40.0 P S F R E F R 1 5 1 7 2 5 3 0 O INSTITUTE, 563 D'ONOFIO DR., SUITE 200, MADISON, NI 53119), FOR SA(EIV PRACTICES PRIOR 10 ��•T1�{� /� T C D L 1 0.0 P S F DATE 07/23/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SH AIL HAVE PROPERLY ATTACHED !!AA F1 4v ,�f. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.LNG. "V`, -Y D C� '� , �`. BC DL 5 .0 PSF DRW NCUSR151 97204103 ""IMPORTANTA FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED (' A�N'- PRODUCTS, INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO +17UI rF B L L 0.0 PSF H C-ENG A B E/W P F BUILD THE TRUSSES IN CONFORMANCE N AIL TPI; OR FABRICATING. HANDLING, SII IPPING, INSTALLATION UA BRACING Of TRUSSES. THIS DESIGN CONFORMS NIiH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN ' 27843 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ILPR ASSOCIATION) AND TPI. ALPINE STATE:OF. TOT. LD. 55 0 P S F S E A N CONNECTORSARE MADE OF 20GA ASTMA653 GR31 GAL,. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TOTlEACH FACE OF TRUSS, AND UNLESS OTHERWISE LOTELCATED ON THIS OE SIGN. POSITION CONNECTORS PFR }"(�'�-` \ D U R .FAC. 1 .00 FR0M KS O O OF THEGTRUSS DEPIOCTED HERED 160 AAND SHALLNNOTEBE RELIED UPONSEAL ON HIN ANYWING OTHERAPPLIES ONLY TO THE DESIGN �•�CT„J 3• SPACING 2 4.0" I t; I I I I t t 9 (G0472a-PELKEY BUILDERS - F1 SYS 42) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/360.00 TOTAL LOAD. REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. RECOMMENDED CAMBER TOP AND BOTTOM CHORDS 1/4" AT MIDSPAN. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. 1 10 11 8 24" 10-11-8 15" Typ. W=3X5= 1 .5X4111 5 X5= 4X4= 3X5= 3X3= 1 .5X4111 1.5X4(R) = 3X3= — 3X3= 3X3= 3X5= 4X4= 5X5= 1 .5X4(R) _ T T 1-6-0 1-6 0 1 1 1� 8-1-2 5X5= 5X7= 5X5= 5X5= 4X4= 2X5111 5X5= 5X5= 5X7= 5X5= W=3X5= 2X5111 4X4= W=3X5= IE — 23-11-0 Over 2 Supports R-1315 W=7.5" R=1315 W=7.5" PLT TYP. Alpine TPI-95 Design Criteria : TPI 18.1b8 FL/-/I/-/E/-/- Scale =.25" Ft. O O O O +BR CRNG. REFERRTOSES HIO-91 (HANDLING EINS7ALLIING AND BRACING), PIUBILISHED BYSHIPPING, TPI INSTALLING PLATEAND fl TC LL 40.0 PSF REF R151- -72533 INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO O O p'�� TC DL 10.0 PSF DATE 07/23/97 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL RAYS PROPERLY ATTACHED �Q; 'f1F:ICq tit. STRUCTURAL PANELS, ROTTDM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. C� ODESIGNG �p� <"', BC DL 5 .0 PSF DRW HCUSR151 97204104 "IMPORTANT" FURNISH A COPY OF THIS TO THE CON1RAf.TOR. ALPINE ENGINEERED aUl "9�T' o Z�TRUS�S LPINo PRODUCTS, INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS UE SIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NI7H TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAILA1fON OR �I Ir + BC LL 0.0 P S F HC -ENG A B E/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN , Y TOT L D 55 .0 P S F S E A N 27829 SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE;OF CONNECTORS ARE MADE Of 20GA ASTM A653 GR37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TOS A EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER s}.......... .1� .. D U R. FAC. 1 .00 FROM K S OFA TMEGTRUSS DE TEO HERIlDEAAND SIT IFOI BE RELIED USEAL PONI HN ANYNING OTHERPWAYES ONLY 70 THE DESIGN "7C�J P SPACING 24.0" t _ t It I_ > 11 1