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159 11th St (vault) yG r DATE : —, 4 a PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION( S) HAVE BEEN MADE AND ARE SATISFACTORY : -------- -------------- 1 ----------- =1---------------------------- --------- 3-------------------------- --------------------------------- ------ ----------------------------------- -------------- Enclosed are the blue copies of the permits. SINCERELY, (�2ILDING INSPECTION DIVISION cc :FILE FL 71 1 A. 7,17 LAWS �!1 5 RAIN. RETURN �/ RAI+CO FORM 4oe ,arftrr of /r11[IAIIt IN DUPLICA7[1 �Iu 1tJiionT it ntug tontrrn. Book 8620 Pg 340 The undersigned hereby informs all concerned that improvements will be mac a to certain real property, and in accordance with section 713.13 of the Florida Statutes, the follov;ing information is stated in this NOTICE OF COMMENCEMENT. Description of property....... "r j:J...,. ... /fl1.! �..../.v,f5 •(� .......1"/ .. ........7.... .,f.....-,dl,kk...y.�..................................................... ...............................................I.................... ............................................... General description of improvements.......�� c �`7��/Q� ........................................»......................................... ................................................................................................. Owner...... r,..��. .�V,,.....:.Ll ................................................ ........................................................... Address.....151............1. ............ 5"�� ........7.................................................................................... ....»................. ................................. Owner's interest in site of the improvement............A!�!>'r/ A-51. a. Fee Simple Title holder (if other than owner) Name..................................................................... Address................................ry.. ............................. Contractor...... ....+..l. ........ ....... .� ....... ......»............................................. ........... Address.......................F.....`:,..,.l?.... ....&................. ...... .... ..................... ... .................................».............32` 5 Surety (if any).............................................................................. Address....................................................................... ................................................................................Amourw of bond $............................... Name of person within the State of Florida designated by owner upon whom notice or other d:xuments may be served: Name..../1,1 . ''.!,...... .r ' f^ ......... .................................... ............................ Address...J-,35.......... ....6.7................A ........................... In addition to himself, owner designates the following person to receive a copy of the Lien )f s Notice as provided in Section 7n1-3..13 (1) (F), Florida Statutes. (Fill in at Owner's option). Name.ll. .►�f� .•••• 1 /.. ..............................................................................................................................».................................. Address .2 THIS $PACK FOR RRCORD[R'e Ue[ ONLY I ..... .. ......... ......__»......_....»........:. ....................... Owner Elk: 8620 Pg: 340 Doc# 97105187 Filed R Recorded Sworn to and subscribed before me this.......... ...................... 05/14/91 11:05:58 A.M. /J HENRY W. COOK /................dayo�.......[V..t ........... 197..7 CLERK CIRCUIT COURT .... DUVAL COUNTY, FL REC. $ 6.00 GC� ................. ... .... . ....I...... .................. �j "NNt I/i/ CtbRy Pfitt w ._. ` BPl1TAr,JY FAYE 1UF.nAY Not ary l�-- —State of Florida Public -MY comm.Exp:0(3107/90 CC360288 CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING, D&HOLITIONS Owner(s) 'Rit . FARZIP"- _bA9M1 p �f Address: 159 MIN &t. Phone: .2y �p � � O�i-1 Lot # 4Z Block or Unit # 4. Subdivision: Contractor: State License # Address: Phone No: City State Zip Code Describe work to be done: A001 I- Present use of building: C Valuation of Proposed Construction: 4/5-1 v Proposed use: 19efK K I A) G" Is this an addition?��_ If yes, what are the dimensions of the added it /L�� space: _ft. X ZS4• ft. Will the added area be heated and cooled?—NL)_ New electrical (or increase) ? /Vd New plumbing fixtures? 0 New fireplace? New at/AC) SUBMIT THREE (CO�CIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, 4WERGYCODE FORMS, NOTICE OF COMH¢,'NCENIEIVT, AND OWNER/CONTRACTORAFF T, I OWNER IS CONTRACTOR. Signature OWNER: Date: Signature CONTRACTOR: Date: VEhis ID jo� f� day of (�1 19�$. Sworn to and KKE 1998 cy ,1p� 15 ��217 NOTA Y PUBLIC STATE OF LORIDA AT LARGE of Atlantic Beach City and Zoning �'"'�. �ho,�ae.i.• 6Uilding + Coate" CITY OF SeAc! sol),�EAHNOLE ROAD ATLANTIC BEACH. FLORIDA TT:I.EPHONE, ,1)-tI 2-17-5.00 FAX 9041247-5,jO5 CHAPTER 489, FLORIDA STATUTES, PART I CONSTRUCTION CONTRACTING" REQUIRES CWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489. 1 03(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE CONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU. AS THE OWNER OF YOUR POOPERTY, TC ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU CO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF, YOU MAY BUILD OR IMPROVE A ONE - OR TWO-FAMILY RESIDENCE OR A FARM OUTBUILCING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,CO0.00 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 $2,0007 BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES; OR MAY MIRE 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 CLEARLY PROTECTS THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1 099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5.CCO 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 ISSUANCE OF AN OWNER-BUILDER PER IT. PR PERTY OWNERMVTC6ER- !sti ItA /ADDRESS _ i TELEPHONE SWORN TO AND SUBSCRIBED BEFORE ME THIS {oil~ DAY OF � �n�Q 9J NOTARY PUBLIC NOTE: PHRASES UNDERLINED ABOVE MY COMMISSION EXPIRES: ARE EMPHASIZED BY THE BUILDING DEPARTMENT. Y—]C U8L5 * My commiammCc831313a X44 0f 0. Nr Expires Apnl 07.2001 CITY OF 00�� u Office of Building ficial REQUEST FOR I PECTION yI 33O Permit No.6 / it Date A.M. Time P.M. Received / a it �- job AddKs —� Contractor MECHANICAL Owner's LUt,Rg C CTri—nng� { C CONCRETE 9 C] Heating BUILDIN CC Top Out Aire Place C C Footing Temp Pole `- Framing ❑ Slab C ❑ Sewer Pre Fab Re Roofing C Lintel C Final A.M. Insulation READY FOR INSPECTION P.M. Thurs. Friday�--/—^ Wed. 12—vo- / Tues. � A.M Mon. " Final Inspection inspecti n Madeancy eM wate of Occup Irsspector Date — �� CITY OF PG/ /7 12-? VOM Office of REQtlERT _ Date A.M. Time _--P.M. _ Receive- L_----- It Job - Address ^ � Owner's Contractor MECHA Name ELECTRICAL V & Rough Wiring TO Out Heating r, Top OFire Place Footing C1 Temp Pole Sewer FramingSlab Pre Fab Re Roofing ntel Final A.M. Insulation READY FOR INSPECTION �}��'�� Thurs. Friday-- Wed. A.M. — VL� Tues. Mom P.M. -�-� - Finaf Inspection 1 I inspection Made l - _-_ Occup Y anc i Certificate of lospeclor__-_—-. Date -_------ Atit.i k A 14!- 4 1 ILWO c lR.14 iSW(Li ukw,%,L1 1 t.il i tuki COASTAL CONS3'RQCTI�11Ci�EO��T��?�JB�C�RVFLORIDA O BE LOCATED WITH APPLICANT' S NAME LA1C 1 2)-- r1 p2e"� 't,G PHONE NO-2-J-11 �?�S0 DATE J 7 '-)Wr4ER NAME.—F U�0-,tI,o21 R.E. TAX NO. : TYPE OF PROJECT: ( )New Home ( )Commerciallal AddAddonion ( )Garage ( )Pool ( )New commercial { )Other 911 STREET ADRESS: ( } We claim the structure to be exempt as followsdetached one ( ) Garage with no provision for occupancy and two family only ( ) Pier , Dock, etc . ( ) Other (Specify) I also certify that no strucuseewithout listed above being upgraded ay e oto remodeled converted to a n-exemp / comply wit &h.e o dinanc Date: Signed-------- - ------ -------CATION------------------------ CERTIFICATION---- ------- ------------ ns submitted and This certifies that the plans alldcrind e teriacsetoforth by the City sealed by the undersigned meet is of Atlantic Beach Coastal Con requirementsof theon Coastal Constru covering. Roof exempt from the 110 mph req ion Code , but meet all the other requirements of the City of Atlantic Beach Building Code. ( ) ncluding foundation, frame , roof decking , The structure i exterior walls and floors hasbeen with the 19r wind 110 mph, with all design complying Standard Building ---------------------- ----- - -doors- Windows , and all other exterior devices comply with the (X) 110 mph wind load. ----------------------------------- ------------------------ wave (� The structure s located outside the area affected Y forces , OR ( ) The structure is capable of withstandife tabove wave forces MSL including from a wave crest height of uplift forces . --------------------------- ------------ )- a nd the The structure is located inFIA Zone t owater and erasionn exposure has considered possible OR The structure is located in FIA Zone drostatic loadsthe or onwater will X) hydrodynamic , hY not be exposed to scour , OR ( } Foundation design has been completed i h ftooresistvwaven above the specified Stillwater. hydrodynamic , hydrostatic and wind utationsacting the simultaneously foundation with dead loads . Erosion comp jec design have taken into account tevento and ea110 vertical sand losses from a 100 year storm caused by the structural lateral erosion including scour components . -is is included in this project , rX)--No excavation of - ` ermit is attached. ___________ ( ) Dune excavation-p-------------------- - -- this__ ] day of - 19 (SEAL) Certified FloridaArchitec ' s Licen a No. Professional Engineer' s License No. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Dates' Heated Square Footage A @ $ per sa ft = 5 Garaae/Shed@ $ Pe�" s' = - _ CarportjPorch INI._ a 8-Pe_ sc c = b �- Patio @ $ per sa f = S TOTAL VALUATIOrd : / opo 00 `.'- ILValuat�on 1st $ ��'U 1 o / 7 A-L 0 Remaining Value per thousand or portion thereof TOTAL BUILDING FEE $ + 11122 Filing Fee $ �/� f ( 1 Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT SEWER TAP S l 1 RADON (HRS) . 0050 SECTION H PAVING ( ? $ HYDRAULIC SHARES CROSS CONNECTION $ ( ) SURCHARGE . 0050 S 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 : w/ WA 7J, /OelJ 41!V"X .�L..4T ,C�Ot�•C' G, /�i4dc,'' �� ' Tf,�C�/,�►,,��iV1"..�/t9[/c'.Pf��•Pp`s'O� ,OL/✓,Q LUit/rY i�GOA. c rn t F �r /Plr!NO �•A� Q,/f lve t!Gf7C Z. i Y ire✓ �7!� ' /00.417 NsJ; � �r��/,�6 I� �•�', '!' •—__�.; rti:P � t� 3% 67 61 % to 14rj n 7'. { .=• h ry JY 11 4e ef lo h 14 �' `• � _p � for r ? `l �- �•yr r �. ._ •.:C -- -.� --_._ �, 4 Q n rk r1( rilo.00 ...r-ol ds v �-voa-.,-'><�.�a•-/ !• � /J ��0 , �Pd.-tee t•-�i /Y✓w�•6 EC ,. JUN 1 5 1998 City o-. Atlan is Beach Building ar 7lning Ar- �Crd� fFEJ''t7er-LOr�' r r•8, .B60C.� S/ .�.�T ,��.0 G. FABS' �� O� Tf��•v,�►,,,�F�vr`e�B � e7 9 eV 477 el v�e+r ro r,.i •�>G� OJT. Ld. fLSY - crG O _ Ste;- ! .{• a�10� �i V e .y p �Y V Jr e or eef V s ps, s. r .� �,�� /`�� give.•-•e /'-�� 4w- 5 RECEIVED-—— JiIPq 15 1993 City of Atlantic Beach Building and Zoning //CITY OF Office of Building Official R QUEST FOR INSPECTION 2 / — Permit No. (� Date A.M. Time P.M. Received / all Job Addres Owner's Contractor NamePLUMBING MECHANICAL CONCRETE ELECTRICAL ❑ Air Cond. & ❑ ILDING ❑ Rough Wiring ❑ Rough ❑ Heating mg ❑ Footing Temp Pole ❑ Top Out ❑ Fire Place ❑ ❑ Slab ❑ ❑ Sewer Re Roofing ❑ Lintel ❑', Final Pre Fab Insulation A.M. READY FOR INSPECTION PM Thurs. Friday Moon Wed. A.M. ( P Inspection Made Final Inspection Certificate of Occupancy ElInspector �_� Date 16712 PSR-3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - - PERMIT INFORMATION LOCATION INFORMATION _-_-- _mit Number : 15712 ;, .caress 159 ELEVENTH STREET ATLANTIC BEACH . FLORIDA 32233 ermit TYPe :GARAGE -- --- - ass of Work :AP,L�ITION LEGAL DESCRIPTION - Block: Lot: Twp: r :,nstr . Type:CONCRETE BLOCK Section: 0 Subd:O Rng° 0 corosed Use : Dwellings : 0 subdivision: Est , Value : 0 . 00 _1prov . Cost : 15 .000 .00 Total Fees : 127: 50 amount Paid: 127 . 50 LITION TC GARAGE !--'-WNER INFORMATION - -_______ ._ ___ ..2221 APPLICATION FEES ----127_5_ 127 . 50 :,e : FARZIN DARABI `E MIT i 159 ELEVENTH STREET ATLANTIC BEACH , FLORIDA 32233 .-,one' (904) 247-9942 2222 CONTRACTOR INFORMATION ime: PROPERTY OWNER idr . A . Exp *. �-pr . I NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION ILDING MATE BURIAL,HAULED AWAY D DE EITHER CONTRACTOR OR MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AN IEN LAW CAN RESULT "FAILURE TO COMPLY WITH THE MECHANICS' LDING IMPROVEMENTS IN THE PROPERTY OWNER PAYING TWICE FOR BUIL ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVO �I N FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date• 6/24/9 1188 En- 00100003221080 ATLANTIC BEACH BUILDIN EPARTMENT By: J It CITY OF ATLANTIC BEACH .' iJ 800 SEMINOLE ROAD SO ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 r.�J lflt3r`5 Application Number . . . . . 04-00029053 Date 10/04/04 Property Address . . . . . . 159 11TH ST Tenant nbr, name . . . . . . SECOND STORY PLAYROOM Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 40000 Owner Contractor - ------------- ----------- ----------------------- HENDERSON, ROBERT OWNER 159 11TH STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 710-7665 ------ ----- - ---------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . 230 . 00 Plan Check Fee 115 . 00 Issue Date . . . . Valuation . . . . 40000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 230 . 00 230 . 00 . 00 . 00 Plan Check Total 115 . 00 115 . 00 . 00 . 00 Grand Total 345 . 00 345 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. '() .. r C 6 BUILDING OFFICIAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date: Address Heated Square Footage @ $ per sq ft= $ Garage/ Shed J .@$- per sq ft= $ L Carport/Porch @ $ per sq ft= $ Deck S� @$ per sq ft= $ Patio @ $ per sq ft= $ TOTAL VALUATION: $ '1/610ao _ Total Valuation I St $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: k,S 2 + '/z Filing Fee $ FLOOD ZONE: ( ) Fireplaces @ $35.00 $ C� IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( ) RADON HRS .0050 $ SECTION H PAVING ( ) $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 C ' CITY OF ATLANTIC BEACH D. Ford L i ins J r_ BUILDING / ZONING DEPARTMENT Doerr 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 04 - 2,9053 Property Address: i S 1 1 1 fill S1' Applicant: R o b LiZA wc N b E R 5 0 N Project: ADp STCOND STO?1 � MbT N& RaOM This permit application has been: Approved ❑ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. ReviewedBy:Z-C-`/ Date: /�'y CITY OF ATLANTIC BEACH �or BUILDING / ZONING DEPARTMENT ooe 800 Seminole Road 1 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # o 4 . 29 0 5 3 Property Address: ) 5 9 >>I'A ST. Applicant: R o'R RT -'�n n R 60 N Project: ADD Pl-hl� ogm ARNE� E�C�5�1 NG RvbM This permit application has been: IIX Approved ❑ Reviewed and the following items need attention: Please re-submit youthese items have been completed. Reviewed By: SZZ7 Date: RECEIVED CITY OF ATLANTIC SEAC,01 BUILDING & ZON NG- CITY OF ATLANTIC BEACH s BUILDING PERMIT APPLICATION J 'S1 r SEP Z Z Q004 Alterations & Additions) 9''� BY; Date: CJ�221�� Job Address: ( 59 1 l * S+rect Owner of Property: 'R O IO eA i4ende/san 1h2- Address: (3 9 fi^ CAYCG'F- Telephone: �( 1 -+( �In�— Legal Description: Block Number: 43 Lot Number:Wcsl' S3 Zoning District: 0 Contractor: Ot,UrJer 1� State License Number: Contractor Address: 1' Telephone: Fax: Describe proposed use and work to be done: Otj Present use of land or building(s): ` Valuation proposed construction: qO a What are the dimensions of the added space: feet x feet Will the added area be heated and cooled? _425-- Neil electrical_o increase in service? �� ` Add fireplace? nb Add heating/air conditioning? (N" �"' '`�f(,(- Add plumbing fixtures. r1p P - Is approval of Homeowner's Association or other private entity required? (10 — If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? VNO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. 52'1r4o. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP I. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 .Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Revised 1/04 Page 2 CITY OF ATLANTIC BEACH OWNER/BUILDER AFFIDAVIT Date: Job Address: I's 9 CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNERIBUILDER 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 SHOULD TOCLEARLY OBSERVE IRS WITHHOLDING OWNER. AX AND/OR FOWNERS ORINM 1 99 REQRUIREMENTSS EMPLOYERS AND 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 ISSUANCE OF AN OWNER-BUILDER PERMIT. PE TY OWNER/B ER SW Ai gig i Np FA Tins '*—DAY OF 2 JENNIFER SCHLUETER `- <71 iM MY COMMISSION tt DD 121301 EXPIRES:May 27,2006 emaeo rrwu Maryc RAS ARY PUB C COMMISSION EXPIRES: NOTE: PHRASES UNDERLINED ABOVE. 5 MIN. RETURN BookReceipt# 539642 • -��-------____---------------------- wONE#21-0_ JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY 330 E. BAY STREET RM 103 NOTICE OF COMMENCEMI JACKSONVILLE, FL 32202- (904) 630-2044 State of Tax Fo ---------------------------------------- County of— Book 12054 4Page 14 42 gs: 1 RECORDING $ 5.00 To Whom It May Concern: TRUST FUND $ 1.00 REC ADDITIONAL f 4.00 The undersigned hereby informs you that improvements will be made with Section 713 of the Florida Statutes,the following information is stated in t Total f 10.00 Cash Tendered S 10.00 Legal description of property being improved: EgS1- 25 F4. L-oi5 Change Due f 0.00 Balance Address of property being improved: (S9 (lit% .5ft 4' � �{� Total Documents• 1 Total Fees: 3 _ General description of improvements: Client Name GENERAL PUBLIC Filed By ROBERT HENDERSON/ 710-7665 Owner: }��hC(,R(3on 09/22/2004 01:03:43 PM Q Address: (S'9 Cashier: BEACHES {QIP Owner's interest in site of the improvement: Fee Simple Ti ehglder(if QtherXe n own r): vi ort-r n errs r, Address: I-h Contractor: C rilr (— Address: Phone No: Fax No: Surety(if any): Address: A Phone No: Fax No: Name and address of any person making a loan for the construction of the impr, Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by of documents maybe served: Name: Address: Phone No: Fax No: In addition to himself, owner designates the following person to receive a copy Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIAq% 'W&ISR'S USE ONLY Page: 14 Signed: Date: Filed d Recorded Before me this day of in e Co my 09/22/2004 01:03:43 PM of D 1, tate of F1 rida,has per o 1 appea ed JLER CLERKULCIRCUIT COURT DUVAL CY Not ry ublic at Lar e, State of Florida,County of Duval. RECORDING S 5.00 My commission expires: - . 0! TRUSRECT ADDITIFUNDOMA! 1 4.1.00 00 Personally Known: --T °T Produced Id JENNFER SOLUETER MY COMMISSION#DD 121301 id EXPIRES:May urMer lets �dThruNaAary a.nn• CONSTRUCTION SITE MANAGEMENT PLAN Ord. 6-18 — Requires contractors to submit a construction site management plan to include the following: (1) Location of demolition (2) Grading and drainage surface water management plan to comply with Chapter 24 Article 3 and Section 24-67. (3) Parking plan showing off street parking. (4) Fencing plan locating fencing on at least three sides of property. (5) Location of construction trailer and loading/unloading area. (6) Location of chemical toilets. (7) Location of dumpster(s). (8) Traffic control plan showing access to project. (9) Other activities where special conditions exist as approved by the Building Official. The complete ordinance may be obtained at the Building Department, at the City Clerks office, or on line at Municode.com �,, IAP SHOWING BOUNDARY SURVEY OF THE EAST- TWENTY-FIVE (25) FEET OF LOTS ONE (1 ) AND TWO (2) AND THE WEST FIFTY-THREE (53) FEET OF LOTS SEVEN (7) AND EIGHT (8), BLOCK FORTY-THREE (43), "ATLANTIC BEACH", ACCORDING TO PLAT RECORDED IN PLAT BOOK 6, PAGE 1, OF -THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: ROBERT W. HENDERSON, LYNN C. HENDERSON, FIRST AMERICAN TITLE INSURANCE COMPANY AND WATSON & OSBORNE, P.A R E C E I V E D CITY OF ATLANTIC BEACH BUIL DING &ZONING SEP 2 2 2004 II BY: BLOCK 43, "ATLANTIC BEACH", PLAT BOOK 6,'P `1` LOT 3 0l LOT i 9 1/4_IP 178.04'(M), 78'(R) IP °a 24.5' 100'(8) 0.7' G 0.7' CONC BLOCK 0. WALL, TICAL _7- W w '1. D O F- w �e I *' p ROCK y�` o-o- w Q = I n ft WATER o� F- W W � CON FALL W X I PATIO e SPA X F- U l W W W Li U 21.1' A ° A A -DIRT ALn +. ILLJ Wi Me cn M N 18.1' d18.7'_ N L7 Lu o W a SCREENED r 'coke W>_ �1 PORCH o i J •r/ 00 z W 0.6' N m 13.3' C7 z ^ ��J W _j OJ W ^ 4.3' F f a d' OJ 3 lil A 3.1' of v W ^ - O V O 100' R O D LOT 2 2-STORY LOT B - O 55.9'(R) i O STUCCO RESIDENCE. . C LOT I NO. 159 LOT 7 " tr U- a N � g o cl 1 0 Li uoi w U � -3 z (D DL n = z 3.9' U a aa_ W I- o COVERED a rJ O U z L) H 18.7' 16 ^ 5.2' CONC in 13-O x F__ Q C5 W 49 W W 4.1' • O W mtwi 9.5' " �W MW w e A ' , 18.2' I-I r7 W �N 18.5' �Ln A/ _j J A 4 CONC A e I J O DRIVE I r w n N (n GONG WALK m A 2.0'- O Q b° ° A R1 . I W .N N� �� J w ��e. I Q •e p. 1.B'-n F- Od 52.8'(R) 100'(R) g 0.3 52.45'(M) 1/2- R/e 78.12'(M), 78'(R) o P.I. 1/2- IP LB 5167 1/2- IP 11th STREET 20 10 0 20 r-- --T (40' R/W+>) SCALE IN FEET 1" = 20' IN FOR AL SURVEY.1. INTERIOR ANGLES SHOWN FOR THIS SURVEY. 2.;TRUC--,;RE NO. 150 SHOYRN HEREON UES WITHIN FLOW ZONE x AS BESI A SSOCIATED SURVEYORS INC. DETERMINED FROM E SUR FLOOD MAPS PANEL N0. 1 DATED-0D O TING . 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, d( ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. LAND 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT Lu 5915 CEDAR HILLS BOULEVARD LOCATED BY THIS SURVEY. S JACKSONVILLE, FLORIDA 32210 5. THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE 904-771-6468 COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL. `7 0 ' CERTIFICATE OF AL THOR'ZATION NO. LB 0005488 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. S S V 7.NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY -9 =GUY ANCHOR LEGENDIARBREVIATION8 (R) = RECORD DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL O =SET IRON PIPE (SIP) MARKED P.C.= POINT OF CURVE (M)a MEASURED STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER "ASSOC. SURVEY' OR L.B. 5488 P.T.=POINT OF TANGENCY A -CDrrK mw 61G17- F RIDA A INISTRATIO CODE HAP R 7 F.S. 0 =FOUND IRON PIN OR PIPE(FlP) C/L = CENTERLINE L - ARC LENGTH y 4 w =FOUND CONCRETE MONUMENT CM R/B = REBAR R = RADIUS X = CROSS CUT OR DRILL HOLE R/W - RIGHT OF WAY C - CHORD P.R.C.= POINT OF REVERSE CURVE I-I - IRON FENCE ® - NATER 11ETER BY: CHARLES B. HATCHER P.C.C.= POINT OF COMPOUND CURVE 0-0 - WOOD FENCE ® = WELL FLORIDA CERTIFICATE NO. 3771 B.R.L. = BUILDING RESTRICTION UNE CONC.- CONCRETE * = STREET Lw JOB NO. 24511 DATE 07/18/2000 (ORB) = OFFICIAL RECORDS BOOK X-X - CHAINLINK FENCE ET ELECTRIC SCALE: 1" = 20' _ TDRAFTER T.V. ZEFF (ORV) = OFFICIAL RECORDS VOLUME `-D� = UTILITY POLE TRANSFORMER J.E.A. = JACKSONVILLE ELECTRIC AUTHORITY OU- -OVERHEAD UTILITIES PE- POOL E4X%W J PERMIT WORKSHEET Certificate of Occupancy Job Address: 111H STREET Type Work: RAA R Property Owner: Phone # 7 1,0 - 16 R- Contractor: R. NtNO�P-S0N Phone # 7) n _7 66 Permit#: 04- �9 O 5 ' Date Issued: O Building Inspections: Footing Slab Tie Beam dFF- Lintel Naili!iO Sheathing ca - 4 -cam Framing / Cover Up Z - I ( -o Insulation .7-22-65 Final Building - z- S Tree Permit# YES NO Electrical Permit# Date/ Copy to 0`4- ,z9 o JEAJ Z- 6-0S Temp, Pole Permit# Date/ Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric z- I Released to JEA - 1 Temp. Power Released to JEA Temp. Pole Released to JEA Final - I Released to JEA -0 Mechanical Permit# Inspections: Rough Final Plumbing Permit# Inspections: Rough / Underslab Topout Water/Sewer Final Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# Inspections: Nailing /Sheathing Final Fire Inspection: Failed Inspections: Date Paid: Date Paid: ADDRESS BUILDING PERMIT NUMBER p INSPECTIONS: FOOTING- UNDER SLAB -LLMBING SLAB FRAM IATG COVER-UP INSULAT_CN_ FINAL BUILLINI CERTIFICATE OF OCCUPANC`% ELECTRICAL PERMIT # INSPECTIONS ROUGH FINAL MECHANICAL PERMIT # PLUMBING PERMIT 140TES : r ADDRESS 9 BUILDING PERMIT NUMBER INSPECTIONS : FOOTING UNDER SLAB PLUMBING - 97 SLAB !� �4- /�7 FRAMING �i1ri� � '-2b �7 ( 7 - -73 -97 ` COVER-UP INSULATION 7 FINAL• BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # 141/.33 NSFECT TANS ROUGHQ/l��,cj�J � -gyp - ,fir (� F I NAL MECHANTCAL PERMIT PLUMBING PERMIT NOTES : CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J � ATLANTIC BEACH,FL 32233 t INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029053 Date 2/08/05 Property Address . . . . . . 159 11TH ST Tenant nbr, name . . . . . . SECOND STORY PLAYROOM Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 40000 Owner Contractor ------------------------ ------------------------ HENDERSON, ROBERT OWNER 159 11TH STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 710-7665 --------------- ----------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc 200AMP, 1PH, 3W, 240V Sub Contractor GAYCO ELECTRIC COMPANY, INC Permit Fee 105 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- -- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 r Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. RY BUILDING OFFICIAL CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION 'rLJB � Date: 2179]OS -s Property Address: S ST. Owner: Ros czT }�+ �p�zso�.f Telephone#: 2 4 7-7x73 Contractor: - E�vGA Eca-�c CD , Telephone#: X57 - l5 Contractor Address: N-7 o lor-o J A,46 , � "12.-L( Fax#: -?S'7 -I 27 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New Residence ❑ Temp. ❑ New being done on this building Or site,list the building Old ❑ Commercial ❑ Signs ❑ Increase Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair p Conductor Size: AMPS: 2nd COPPER ALUMINUM Switch or RACE Breaker AMPS opo PH W 3 VOLT240 WAY<4 Q. Existing Service RACE Size AMPS 20a PH W 3 VOLT-2-4,, WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED 12 OPEN Receptacles CONCEALED 2 OPEN 30 AMPS 31 100 AMPS Switches —2— Incandescent 2» Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea._Sign Miscellaneous 77 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atlantic-beach.fl.us i APPLICATION FOR VARIANCE REC QED NEXT MEETING DATE: FILING DEADLINE: City Of Atlantic Beach Buildi PLEASE TYPE OR PRINT IN INK APPLICATION FEW4 40F79 TO REQUEST A VARIANCE FROM THE REGULATIONS INDICATED HEREIN, THE APPLICANT MUST SHOW THAT THERE ARE UNNECESSARY HARDSHIPS IN CARRYING OUT THE STRICT LETTER OF THE CODE. _ EIA -11 3c, MQ, Applicants ame Owners N me 1,51 �l Address Address 411. &k C1. 3 33 N A City, State , Zip City, State , Zip Telephone : I0 ` �"�� Telephone : A7,??-)K Street address and legal description of subject property : Note : Copy of deed and survey or plot plan indicating proposed construction must be attached . Zoning classification of property : �J _ Section of code from which variance is sought : � I`� toJCQ�3 Describe variance requested : Supporting data which should be considered by Board : IN FILING THIS APPLICATION FOR VAR.IANC:E , THE UNDERSIGNED UNDERSTANDS IT BECOMES A PART OF THE OFFICIAL RECORDS OF THE CITY AND DOES HEREBY CERTIFY THAT ALL INFORMATION CONTAINED HEREIN IS TRUE TO THE BEST OF HIS/HER KNOWLEDGE . Signature of Property Owner ( required for processing ) T� l�A �shoru �ke� 208 SGM p0n te�et�ae�a Pa R �P Beach,FIrD me 2(lite 101 082 ooe8 e0 Robert 00 �H`A'D Ren(jETURN T 11th Street eryOn F2Ied Recorded ��3 Atlantic Be NEN 4810812bb each'Florida 32233 CLERK 0 COOK, b 03:15:13 GM DUVOL CQ RC IT COURT UDR S�rL 1D�_6�ozla.00ao TRUST DEED Doc lS 3 17N; 8618 RECOR67NG STOMP f 1.50 1 3,931.50 9.00 B'aok 9�05 �`l9e � 7p2 TIJIS WAn� WA�NTy DEED t Gis wife, herein ED made this 31st da rt W, genderson after called Grantor y °f'tlY, 2000 b tic Beach and Lynn C, and whoserddress isY par A Darabi Florida 32233. Henderson, his wife, ,reinafter 65 Beach Avenue'Atl d man marrie Grantee F�loined nnt�c Beach Diane (�Vllerevcr used herein the term �'�ose ad ' °rida 322 and hairs, legal re rose "grantor" and dress jg 33 t� P ntatives and assigns of indj.(41',rcc,, include all the 159 lith street, ��•T�T �+dnd the succc6sorsrtand tassilin u►strument and the ne Darabi. ►1�lll�s►J ,T . gns of corporc[�ons.) and Dia THAT the Grantor, for and in consideration ofhe su�� r1tlo11S, TeCeipt WherCof i9 hereby acknowledged, f" URtof barn and Np1100 Dollars �n1rICIS Unto the Grantee, all that certain landituate, lying aDdal s, s0lls'ing aliDuvrcm- andcther eleases, valuable al County, Florida Conveys And the West 5,et of Lots 7 and 8, Block43 , �, feet of X1015 1 and 2► , ATLAN'TIC BEACFI r recorded tit p1�t Bo(, Pagel °� the current Public Recr�rds i ui D D � � U� y�I N p Z < w s W r ON Z < OU p J � w < z�� wTE a\ x o Z O w w ^ p x II I w Il i'� I M OON N4Qf'= uj 303d3H1 1333 CS J.-1831S3M 3H1 w_ n 9 m= W N z w 1d30X3 SS31 'L 101rLi Li .4 r.4o w �� < zZ ; w" �W z ~= Z: WwQO . oz�+ x� m� J= '� v' ol�Wzo � o�ui o � i cn �� WZZr �R�'�� to�� 3U U� x- w-<W > �o a I I I I r r II r ZN ,v'y,-wm< 0� C- z W p a �N=a .QW ��m�°- w� ® U .�� I I o I �o N N WOW JOO ULn �pmnUw '>' zpM,, §MZS ZQZ�Za z32Ln � =?nom OM JQ W O O u Z w v C:, . m Q �rzw obio�„z W<ma �UpOw > -88no O)N= .S'D c.i - �< w r-0� w m 6 J a M - w Z P D �c� ire Ocn<CwyLz�< o W.. �ZocrnUon- H �— �--� 1f��Op W>O�C•- UCCj bc� N N m ui no z m m W�, l " O W I L vj �g Wm ►�UF=-< <Xzcwn�t�i w a itO � w 11Nn �/� - 0 0 L--j n 3 to 0 m - cc a�`'z t�s p,l L . . . . . . . . ZdEm�ZF->-wO wxn == a=,OzU OZU � u In 55 OC?�CVp==<O � � Uz00 = Oo� v)<6 -o z am o ��N�� >o = �i�OoU II II r II II II LLJ ui _ ULne�� oU `/ z �wN�� mOzO� II p ` II II it UUJm^d ir 0 o r r4 r•i � �ri cc r� T p i■ x ci a m o o ;Ov cc �W� LL- oZQ O�U U ON N- OLL- Z W>- z� J � oo N _ w aN w� N =<cc)0 C) z CQ< :2 W, a . . y.� L,n-j I N V) D' W CD + w =J w r� < L,.1 : O Li �o� .+. n . �z = t` O 324 U < f U m � w 050 <� �� Z � 'L �r wZcn w � a 46 U O0 O � LL, ° 0 �t7 Y C� r z a,< CD LLJ Z) ?") W = < o � z �.. � 7Z < U k ♦ � / U 1� �� < _ < O -- F 1 F- N � � U 303d3H1 13339Z 1.-IL31SV3 3H1 . Q v c- N 1.d30X3 V SS37 'l 10� o \ _ UW W N -- a 0 -1 L) W, w � < I < Q o (L':.DS 7 LLJ w r L) n CD 4 d O :fm< } O o � I � 3nN3A V wN I- ^w A03d3Hi i333 CS ),-I?131S3M 3H1 id30X3 W SS3I 'S 10_1 LL L.LJw wv www m ., _ - r: m � w Lo >mo1u i ui < n I (N) ,00l ,LZ ^p m Mo L's N Li CD —D—❑—D O (Yj Q O a D O O O z w f� m a V) C.0 uo:4 < Q z E w a x�- mm i QS a Y m : z O R W W J m e m O Q Q LL O z O QIL LY z --I LnQQ � Q Ha-d . .L'0l U Z H W p - W Di� � � L" z ,Zs U ^ • z1 Z J� H O HO U i7 W Q zF wo O Lo C UJ o z Q U L=] W H in O z LJ < < rl u to LLJ J J U Q Z U < v O W W j CzZ U Z [tJ f'v t B lob O CnO x H N U — Li—D—❑ LL- Lr)LLJ ( ~ � W z ~ o� - - - Zlol U F— 3 < C� L.� _ m cn JZO d MU N . N V4 m Q n p N of cn H W O O O H Y N t`< U LLJ W p Q6 i!Nn I w m r— t I E- -a- lg < '- ~ z w 303h31-L 133 SZ ),-1631Sb'3 3Hl c 4 id33X3 ES37 'Z 1M `� TU- ~ o F ^DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH, FLORIDA3 5 51 PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 1.2/8 19 7 E I Valuation $ dFee $ 1 t10 I This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that ChUCk Hardman E has permission to build an addition Onto house i Classification. resid!antial 711ne I E Owned Lot Block SSD House No 159 Eleventh Street i' According to approved plans which are part of this permit i NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS n AFTER DATE OF ISSUE O Building material, rubbish and debris 1 from this work must not be placed in Public space, and must be cleared up and hatiled away by either contractor A or owner. t � R. C. Vogel Building Official. FOR OFFICE PERMIT USE ONLY NUMBER DATE CONTRACTOR PLUMBING k — E ELECTRICAL pita —5� SEWER WATER } i 1� FOR OFFICE USE ONLY t� d Date •••- Permit #�__�-!_..........Fee$ CITY OF ATLANTIC BEACH "-3-7. Valuation $---------------•-•------- - FLORIDA House ..............�PYf ..... tatA- �- - APPLICATION FOR BUILDING PERMIT ---------------------------------------------------------------------------- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date................. � _.._.-... . 19..7...7._. Owner----kx'IXI�allo �� ------------Addres �/-....-o,k. /'Y �cc�a ----•-•--- ! --- e° 2-Telephone No-------------•----••----•---- Architect. C? A ��r�tKQ /.... •--...f-----•------ Addres&_IYQ.g__P__712 c�...0T Telephone Con�racto uilder.----C f1(/C 4... r i?'IAl)),)_24`,"__:--._ Address-.�G- 5_�� ------------- Z _GSJ.Telephone NoP9 .:36- � 15 EAor of i� /$2 -- Lot No,53'ti`Qa _L°'� 8 ------Block No 4.3-------- -----Sub Division------------------------••------------------------------------------ ----7-----Zone.---_-------- -------------// �----- --.-.Street..____, -_....Side Betwee ------------- aC?. andG( !%% -- Sts. Valuation $-- ---- ---!�--- - -For what purpose will building be used-_.�.(/J/l�Prrl.c�J.........Type of construction ��X �C!� tJ._...-- Dimensions of Buildi g.��._-_X _-._-Dimensions of Lot------ 8. X_.-./v--- Size of Footings.�O.XLO_/nnv_ Size of Piers.--.----._-_.-.- ___---_._-..Size of Sills----------- --------------Greatest Sill Span in ft.-._...- ------------Type Roof!//_�T_-_. How will Building be Heated?/Y.--f4t1 -- (✓1--__Will Building be on Solid or Filled Ground?-- Size of Ceiling Joists��_ )(_S------------------_---.-., Distance on Centers-------16--��_.--._ ..._.__.__...--__ Greatest Span--._�-j ..__...___._____.__..._.. Size of Floor Joists----------- 5 ------- Distance on Centers. d s --------.....-, Greatest Span......---------------------------------_-_ " Size of Rafters. ��fflf-----�X_ Distance on Centers - ... --/_6.....- �j �// " ' , Greatest Span -------------5�.- A P P R O V E D This rectangle is to represent the lot. Locate the building or buildings in the CITY OF ATLANTIC BEACH right position. Give distance in feet from BUILDING OFFICE all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall D t C 7 1977 be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. �Y ---•^� W 2. When steel is in place and ready to pour columns and/or lintel. Z ;,�� Z 3. When steel is in place and ready to pour beam. '� Vp ITI a 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. \`� _'%/ J 6. When septic tank drain field or sewer is laid but before it is covered. q l 13T1nIl A , 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. 73 FRONT OF LOT In consider pe i g'ven for doing the work as described in the above statement, we hereby agree to rform said work in a or nce i the at ched plans and specifications, which are a part here and in ordance with the building regulations f ity of Atlantic ach. 2 r Si of i .....••....................... ] Address ............... Signature of Owner-----------------ALP—'. z_-o�—.!5..��----_-_-------- -------'-2`. -•--•---------................................ t i 1 DEPARTMENT OF BUILDING 3554 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 12/3 _19- Valuation gValuation$ P1,11 iBINC Fee $ 3-00 tThis permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. t This is to certify that 42rgd �3 F I to install 1 lavatory, has permission to build 1 Closet. and 1 i s' shower. I Classification residential 7.one `r Owned by W i 11 i am Na sb Lot Block S/D E I house No 3-59 – F F According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. t PERMIT VOID SIX MONTHS +I AFTER DATE OF ISSUE i W f —� ► 0 Building material, rubbish and debris 1 from this work must not be placed in public space, and must be cleared up and hauled away by either contractor l or owner. I r R. C. Vac. E Building official. t FOR OFFICE PERMIT USE ONLY NUMBER DATE CONTRACTOR f PLUMBING c ELECTRICAL SEWER t i WATER s' _....�.. Wmxllt ASWNG W.-4441W', I MM Nn am 1_W' <$ sem+ Xll` P K��.1 W;T W. )li s Tw ma 'O' `'+V. iia* Mf # VVOMe p :'tic P CITY OF ATLAtfne BMM p 7 WATER T4 ON � OA > 7 �7 LOCATION , O PLMO NG FI ............. eine oot TYPE OF MI MI WGISTING OF _.____SNOIER STALL, tX ST6 (2 U!1 'S V A' CLQ W, LAMATM 3 BA'SM1taE3 ) OIE '$WM STALL C6 TTS} ._._SND ERF (MV) PER NEW (3 MITES - BA 3ti1E3 CW17N Olt Rln10UT' CARR WMM) U UWTS) flN�;; SIhK (3 UNITS) —Sit*T (3 MOM) ___._AMI NS RON SINK Its umns) w.,..rt7Qbt NATI QM SINK a PRAY 0 UNITS) ---SERVICE SINK-TMP STAND (3 UNITS) �Mft NATION SINK °IMY w/SOD t!I SF't9 & --,SMI CE S N MK-P TIMP C2- tMI TS IKd'f' (4 MTS) ---"r, SCW.EIhf--ST'W (4 UNITS) - AL UNIT OR tRWit)Ott t N WIT) . MV NAL, PETAL, SM" JET, AL LAVATORY �I t@It Ty 11LOW M is ttM TS) ---J RI kKl NB FAiMI M ('# tIi ty)l — WM NAL, WILL LIP (4 UNITS) r lx swm t2 UNI TS3 -----WI WA- STALL, I000H (4 1149 TS) t!!AINS tt tiitT) ---ANAL TIIOil�1 tEI N 2-FTa SEC1nON (2 =TS) M SINK (2 tftT3)` NS WA*tE (RES.) 0 LM TS) S I tK VlFaaoo HASTE' iIDER ----iQSM SINK. 1F M SET LF FAMETS oars) (2 1AUTS) JAVUlTgltt (I UNIT) �ItAM OLOS, TANK-OKRATED LAVATW, MINER, SEAMY PARLOR (4 MTS) (2 UNITS) ----MTER CLOSE'T, VALVE-OPERATED _______LAVA1t9RY, S1!lAEONS (2 UNITS) (: HINTS) EJMi+NDRY TRAP G2 UNITS) CITY OF "�c Office of Bui + ng Official ' ` a QU ST FOR INSPECTION Dare Time Received C../ A.M.. Permit No. Job Add ,s Owner's Name L cality�- 13UILDING, Contractor Framing CONCRETE Re Roofing Footing ELECTRIC Insulation, Slab - Rough Wiring PLUMBIN r Lintel �' - Rough MECHANICAL Temp Pole Final Top Out Air Cond. & Sewer r Heating Mon. READY FOR INSPECTIONC' Fire Place Tiles. Pre Fab 17 Wed. Inspection Made _ �""' 1 Friday A.M. "isp`-ctof_ - -. A.M. P.M. Final Inspection[ (J 0-0Certificate of / \ Occupancy L; Date CITY OF ri 13e=A- Office bf Building Official REQUEST FOR INSPECTION 17 q�, Permit No. Date Time ' P.M. Received 159 Locality Job Address �/�517-77�� Owner's Contractor ,f Q Name PLUMBING MECHANICAL CONCRETE ELECTRICAL BUILDING ❑ Rough ❑ Air Cond.& ❑ ❑ Rough Wiring ❑ Heating Framing ❑ Footing ❑ Temp Pole ❑ Top Out ❑ ❑ Slab ❑ Sewer ❑ Fire Place Re Roofing ❑ Lintel ❑ Final Pre Fab Insulation READY FOR INSPECTION Tues. Wed. Thurs. Friday Mon. A.M. P.M. Inspection Made Final Inspection ❑ Certificate of Occupancy Inspector ❑ n Date C111 of 13 A 01 O'k, e ed Nt cond. of Go T ?\are P,66f Fife 30,C) vmo" ul Fab '90 pve S"Oet 'ef po�e O'N -Ternp tAaxne Fma� V:OIR C�T%OtA -MUTS. e\ AOX Frat'no(j Fke Fkoo \Ned. vecvton \nsu\av%or, ,Oa\JI)s ncl OCCUO 0 Mon. vp GIOX J/ CITY OF ATLANTIC BEACH, FLORIDA A APPLICATION FOR ELECTRICAL PERMIT TO THE CIIIEF ELECTRICAL INSPECTOR: DATE: J I994 IMPORTANT NOTICE: ►N COIISIDERAIloll OF PERMIF GIVEN FOR DOING T11E WORK AS DESCRIBED IN TILE FOLLOWING, WE 11EPERY AGRFE 70 PEREORM SAID WORK IN ACCORDANCE WITII TIIE ATTACIIED PLANS AND SPECIFICATIONS. W111('11 ARE A PART IIEREOF, AND IN ACCORDANCE WITII TIIE ELECTRICAL REGULATIONS, CODES AND CITY OF ATI AN TIC AFACII ORDINANCES. O-33'17-3736 14, 2?2- Icy g lA1A�� ELECTRICAL FIRM: MAST ELECTRICIA �N�t q_ 1111 NAME �I1�f2C�1)` ADDRESS: �TN� ST RFD BOX BLDG.SIZE BETWEEN: F ,z ,4�tT1� LIV, RES.h,K APT.( 1 COMM.1 1 PUBLIC( 1 INDUS.( 1 NEW( t OLD( 1 NEW.( 1 ADDITION 1 1 TRAILER ( 1 TEMP.( 1 SIGNS ( 1 SO.FT. SERVICE: NEW 1 1 INCREASE( 1; REPAIR 1 1 FEE .11 CONDUCTOR SIZE _ AMPS _ COPPER( 1 ALLAN. SWITCH OR BREAKER AMPS PN _-WF---,VOLT OLT - -RACEWAY EXIST.SERV.SIZE AMPS PH --W RACEWAY FEEDERS NO. S12E _1N0. - SIZE _ NO: SIZE LIGil I ING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES - _ __ __ _CONCEALED _ OPEN _ TOTAL O 10 AMI[ fl•100 AMq. SWITCHES INCANDESCE- FLUORESCE -- rIXED---- R-!00 Awn. _ Ov[s _ ArPl1ANCE! II BELL TRANSF. +_ -- AIR H.P.RATING H.P.RATING .. CONDITIONING COMP.MOTOR _ OTHER MOTORS AMPS EIL HEAT: KW-NEAT I OVER MOTORS H.P. VOLTAGE PNS NO. I N.P. VOLTAGE PHS l " MISCELLANEOUS IN TRANSFORMERS: UNDER 600 V. OVER WO V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITQFLASNEEACH SIGN 3) - PSR-3844 V DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION ------ -------- LOCATION INFORMATION ------- Permit Number: 7955 lddress : 159 ELEVENTH STREET Permit Type; SWIMMING POOL ATLANTIC BEACH , FLORIDA 32233 .lass of Work: NEW ----- ----- LEGAL DESCRIPTION ---------- Constr. Type: CONCRETE -ot : Block : Section: Proposed Use: POOL/SPA Township: RNG: 0 -.wellings : 0 Code: 0 ubdivision: stimated Value: $13000 .00 Improv . Cast : $0 .00 Total Fees : $30 .00 Amour` $30 .00 _ _s #- -------- OWNER INFORMATION --------- APPLICATION FEES ----- Name : FARZIN DARALI PERMIT $30 . 00 ddress : 159 ELEVENTH STREET WATER IMPACT FEE 50 .00 ATLANTIC BEACH , FLORIDA - SE14ER IMPACT FEE $0 .00 Fro+n- . ; 904 ' 24 8942 WATER METER/TAP $0 .00 RADON GAS-H .R . S . 50 .00 ------- CONTRACTOR INFORMATI RADON CAB 5% $0 .00 Name : H c, H OF JAX.. INC . CAPITAL IMPROVE . $0 .00 driress ; P BOX 550925 SEWER TAP $0 . 00 Jlk.:KSONVILLE, FL 32555 HYDRAULIC SHARE $0 .00 License : CPC052512 Type: 0 CROSS CONNECTION 50 . 00 SEC-H, IMPACT FEE CONST . SURCHARGE $0 . 00 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE F ILDIN :MAT:ERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE EARED HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW - - THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMF ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJEC VIOLATION OF APPLICABLE PROVISIONS OF LAW. 000000000 000000 ATLANTIC BEACH BUILDING DEPARTMENT Date: 3/04/94 0 CHECKS By: /" . (paw M.A R 21994 CITY OF ATLANTIC BEACIi Building and Zoning APPLICATION FOR POOL PERMIT Job Address Lot # Block # Subdivision Owner Address_ �- Contractor T�1 dr �- X C. Address__ License Number Valuation $ (�- �gQ; j `� Gallons SITE PLAN front U) fN ... a m Rev 8�C\a NDN co ` rear Signature Owner Date Signature Contra or -p Date a. FLA. 1967 LAWS FS 711.13 NOTICE OF COMMENCEMENT 1►11[►AII[ IN OUILICAT91 Slate of Florida t County of f The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accord- ance with section 713.13 of the Florida Statutes, the following information is staled in this NOTICE OF COMMENCEMENT. Description of property.......... ............�1. ..... Gttt.¢..�.................. �� ... (�• !1....,.,,71L...........1` ........ .... .............................................................................................................................................................................................................................................................................. ..................................................................•..............................y............................................................................................................................................................................ Generaldesui/pttioon of improvemenntts............................................................................................................................................................................................... Owner........�I.l..�l.�.Z�.........�I.�J/.t. &�.................................................................................................................................................................. Address......( ....../1�� ................ � .. r...,1 �3 .3. ................................................................... ......... Owner's interest in site of the improvement....................................................................................................................................................................... ....... Fee Simple Title holder (if other than owner) Name.................................................................................................................................................................................... ..................................................................... Address............................................................................................................................................................................................................................................................. Contractor.. .t» .... ....�Yd✓''`............................................................................................................................................................... Address.... ...... .. ... .lt:............... ...... ..........................ac..� .`........ .� ... Surety (if any)............................................................................................................................................................................................................................................... Address....................................................................................................................................................................................Amount of bond $................................ Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name............................................................................................................................................................................................................................................................... Address............................................................................................................................................................................................................................................................. In addition to himself, owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.13 (1) (F), Florida Stalutes. (Fill in at Owner's option). Name.................................................................................................................................................................................................................................... ......... ................ Address ............................................................................................ ......;:�....... ............ ................................................................ THIS SPACE FOR RECORDER'S USE ONLY ........ ............ ... . ............. ............ Owner Sworn to and subscribed before mathis...... . ..�f..............•••........................... ...............................................day of........ ... .......................m........ k...&........ ... . . ...............1- Notary Public TOTAL HEAL W FEET 00 O O p o O O D D 0 p O O 0 0 o O Q Q O o 'J o O ?o m _ -'K) s: A o o r- v .L LO C o K m D O D w,atEi D -n0 G c TO WASTE(Z)/Se- /�sOSE) � � v" r m o ------------- � C7) p rL 4� rn 1 O�pro� ODZbp -i 01 n 11 d n r• r- 0 O A m � C� 0 Z � mDa, Z � rM �'�V 70 ;ornrn _ d m > 4'rn - mp m m �, N b v 4,- d p �' w D D !� w rn D °° b� x W m N )o m d O �d Y A rn1 A 0 A D r rnrD- J' r M _ 7p > Z rn LA v, s p` n rn t� b D pY D -1 D s o '° !� " Z D d m O On D r -i s _ T- O L b rn p p p r L -C '(� 71 n rn G A g o m m L > L � n rn z `11 rn D D p z c m � -n A C y rn rn �' s W a, d � x -i d r O r Z r Z 70 TOTAL 4EAh !til FEET S� OD O p p O O O O p O p DO O O O � O o o O Q O p o J o O O v �s w v L b V Lp L9 D - o m � � y A p n - TO WASTE CD1SG doSES ) tR L O O m 0 "° 'D ------------- m 70 rn d o o �J Gck� Au' m J A _ C' LA n it d o r r m r Y L �F17 ni pQ r = Y � Z a. > r- L D d me r p o r' z m � � m Q < �> -o > DD ziK m � A D > n mp Ll m L9 00 m3>d n a {� u, p x v rn b n +d cv mI c d p m p A A r rA N O D o rn b A A , r o > Z m o n r �' W�1 �, z� t n r D D K. Cy O n -I -n Y d CP D ➢ D Y -i n O � � r- — p O D I- LC. b rn n D Yp _ rn z o ff{ m b D b rn �i N D r L v, 7J r, ➢ > pz s � { D J' L w L i n m d a rn D ➢p N m p yij A v L K p nom, m ��j, n> rn b � d �p p m g i� " Z D' �' m z o' ` r X o m L d, D � rn rn � s c� v� L r d m r � ul � 7 n G m CA g o n n v �' r G) G-, y J� W L r D m A v r�i p D T D rn m x m t), b 70 r� TOTAL ;4EAb W FEET m S—I � C) 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 o Q 0 0 'J o O T- A b no -o A C) D O Z p L y"a � Z d -V6%n v 10 To WA17-E CDrSe-)40SE) � S 6%.74Z 0 o D r m ----------- d o o 'v -4 fP to s v mbp-1mZ c A �t n rr of n r• r � rn `� c p �b m y D_ Z- 1Z � Z (770r m �> r � -n r' a_ L RZ1 r M -� o 70 T- d o m > s z�- 7 G Yzi� m� Q p IJ N > mp m a d W D n N W `9 n g ry m n d -rvln A > n N K ° ) 4 b l7 t7 c� c b r- no rn g oA m n' ty rn b♦ > m b �_ A 0 o K. r I r- r Z rn J' z D v r S p � n D > C1 m p On p r 1 n - n r L b m p Z Y nA rn Z O -�C R1 O n D O rn = b _ d O p N b >D -1 v, rn m n rT► 7➢C� ➢ > �Dp 7 -4p m > o b iA m L m y o b tP g 7p rn b D L L-iD [i n Z iD D p i s m cp i1 rn rn s w 0 L r d m r X � d r m z nR 6' r -C Z L A N , 4' D D c z Z m C p d L n _� n rr x < Z � rn b n =i , D mi m '� 30b rj 70 r 7° FOR OFFICE USE ONLY Date - ou .1-Fee$ CITY OF ATLANTIC BEACH Permit Valuation $----- ....OJ.. FLORIDA House #-----f f "' � a ------ i6 ---------------------------------------------------------------------- APPLICATION FOR BUILDING PERMIT ............................................................................ ............................................................................ Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be sub itted to this office so that licenses can be verified. Date-------------------------- --- -—------------A-..... ---------------------------- .......MAJ.?__ _V--------------------------------- ---------Telephone No. Owner---- ' --- I_V_A_ ------------------------------_Address------------------------------------------------------------Telephone No--------------------- Con r �or Builder____VkJ?JyP_N_P -Telephone No.r 04. . ...I...X/---4Address--- _Y I T T A 4'T I f. 'L.- -----Zone_-------------- Lot o.. - Block No----Y- _--------...... Division--. —7H..A -----------------------------------Street-A60W Side Between..0C &AN_-RA-VP----- —and_JEq1/------AVe ------------Sts- -------- Valuation '4 019 For what purpose will building be used._j9_W&4._4J.A/.!;�n__Type of construction/4AuAA_1?.y.. 1; 't - i __Dimensions of Lot_../p2q_.,K.JAQ-_---------------------Size of Footings Dimensions of Building__-9_t::_#__X---AA-----------Dime Size of Piers---XPWA_______________Size of Sill's----/YA-A/4�----------Greatest Sill Span in ft. -------------------------Type How will Building be Heated? -------FPIVAV A- --------------Will Building be on Solid or Filled Ground?...q_42_t4t1.P----------------- ( ------- Size of Ceiling Joists.._X_XL------------------------- Distance on Centers-------J-4-1--------------------------- Greatest Span.___.__ ------------------ Size of Floor Joists-----------------------------------------------Distance on Centers-------- ...... ------------------------ Greatest Span------------------------------------------- Size of Rafters-------------01- 14------------------------------- Distance on Centers..... -A----------------------- -------------------------- Greatest Span._4 This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. W rA Z Z 2. When steel is in place and ready to pour columns and/or lintel. a 3. When steel is in place and ready to pour beam. E-4 E-4 4. When framing is completed. 5. When rough plumbing is completed,-and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. U2t k In 7. Electrical inspection by City of Jacksonville. " 8. Final inspection. 4, Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described.in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which area part hereof, and in accordance with the building regulations of the City of Atlantic Be&-f7> .... .....we -------------- Signature of Builder--,-? Z ................... Address l Signatureof Owner-----__------------------------------------------------------------------------- Address----------------------------------------------------------------------------- ------------------ CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 22089 Address: 159 ELEVEENTH STREET ATLANTIC BEACH, FL 32233 Permit Type: BUILDING Township: Range: Book: Class of Work: ADDITION Proposed Use: SINGLE FAMILY ubdi: Block: Section: S Square Feet: Subdivision: Est. Value: Parcel Number: _— Improv. Cost: 6,870.00 OWNER INFORMATION Date Issued: 6/05/2001 Name: ROBERT HENDERSON Total Fees: 68.00 Address: 159 11TH STREET Amount Paid: ATLANTIC BEACH, FL 3223 Date Paid: 6/05/2001 Phone: (904)247-1878 Work Desc: ADD SINGLE GARAGE CONTRACTOR(S) APPLICATION FEES 68.00 -" W PROPERTY OWNER :m - ^• .- IN a. b . } * > = x. It SLAB n, INSULATION x INSPECTIt9NS ST BE jEgT€0`AT LEAST 24 HOURS PR TO INSPCTiON NOTICE BUILDING MATERIAL,°:RUBBISH A DEBRIS FROM THIS WORK MUST NOT BE PCED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OVVj4ER s de "FAILURE TO COMPLY WITH T STRUCTION LIEN AN RES Uk' ' IN THE PROPERTY OWNER PA BN , YEAI�NTS PLANS WHICH R ,PAT t?F tHl P AND SUBJECT TO REVOCATION ISSUED ACCORDING TO APPRO ,� � _ -w ,,,� FOR VIOLATION OF APPLICABLE PROViS*NS OF W -� �2 c Operator: DSMITH 886 ATLA IC B CH BUILDING DEPT. Date:6 /85/91 61 Receipt: 2449 � Total Payeent _ CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATIONLOCATION INFORMATION Permit Number: 22089 Address: 159 ELEVEENTH STREET j Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: 6,870.00 OWNER INFORMATION Date Issued: 6/05/2001 Name: ROBERT HENDERSON Total Fees: 68.00 Address: 159 11TH STREET Amount Paid: ATLANTIC BEACH, FL 3223 Date Paid: 6/05/2001 Phone: (904)247-1878 Work Desc: ADD SINGLE GARAGE CONTRACTOR(S).- APPLICATION FEES PROPERTY OWNER ` 68.00 y„ KU. 4 JA Ins , n }{ INSULATION " N « _ w NOTICE-,INSPECTIONS ST BE REQUEST-E 'AT LEAST 24 HOURS PR l TO INSPECTION BUILDING MATERIAL,-,RUBBISH 40 DEBRIS FROM THIS WORK MUST NOT BE P CED IN PU13LIC SPACE,AND MUST BE CLEARED UP AND HAULS©AWAY BY EITHER CONTRACTOR OR OW14ER "FAILURE TO COMPLY WITRTF STRUCTION LIEN CAN RESt*'T IN THE PROPERTY OWNER PA _ G TV1A�C fk4 yEIbENTS" , ISSUED ACCORDING TO APPROV LRNS WHICH RF.�'' tTIF.�o Pt�AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVIS►QNS CHF-.._ l4- „ Operator: DSMITH ATLANTIC B } CH BUILDING DEPT. Date: 6/85/81 81 Receipts U62449 Tota3-payi�r, - 6f 8.88 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 0 0 Date Heated Square Footage @ $ per sq ft = $ Garage Shed -_@ $ 3 per sq ft = $ b Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ p TOTAL VALUATION: $ 0 e,40E ;70 ( 5—, S rf Total Valuation 1st Remaining Value $ per thousand o� portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ to BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ { ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ e0 ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : RECEIVED CITY OF ATLANTIC BEACf PERMIT APPLICATION REMMOVODEL, ADDITIONS OR LTI� RATIQ�NU+�� Owner(s) QC+ ) e A ce( n City of AtlanticZ Beach .� � (� Job Address ` `l t �'� A ,� 1`-'L(� Phone Lot# -7 Block or Unit# Subdivision Contractor Ouj o x-f State Li ense# Address ��K C Phone t j '7,7 . & City State Zip Describe work to be done Present use of building �d Valuation of Proposed Construction '� ? 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? N C3 New electrical (or increase) New plumbing fixtures? New fireplace? NCS New Heat/AC? k+: SUBMIT THREE (COMMERCIAL)TVyQ,(RESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/ CONTRACTOR AFFIDAVIT IF qWN R IS C NTRACTOR. Signature of OWNER Date-.- Signature ate:Signature of CONTRACTOR Date STATE OF FLORIDA COUNTY OF DU V6L Sworn to (or affirmed)and subscribed before me this �P day of 200 / AS TO OWNER: Notary's Signature . — — — Personally known P Produced Identification MAUREEN 14NG Notary Public-State of i9mtda Type of identification produced FDG My Commission Bores Mar 31,2002 Commission#CC720781 Sworn to(or affirmed)and subscribed before me this day of 1200 AS TO CONTRACTOR: Notary's Signature Personally known Produced Identification Type of identification produced Boob. 10004 Rage 904 MIN. RETURN 20011225878 80&': 10004 f Pa e: 904 °)HONE#'1A 0 NOTICE OF COMMENCEMENT Fired ,t Recorded 05125%8001 10:30:38 AM JIM FULLER CLERK CIRCUIT COURT TO WHOM IT MAY CONCERN: DUVAL COUNTY TRUST FUND 1.00 RECORDING 3 5.00 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. Description of Property ( `-3 `q }� 5 '� 'q Hec,G� j. General Description of Improvements S i Cor 6-U r-c_.t!�, P l l; Ove r kc)[ Address. 5 IScli eL Owner's interest in site of improvements: Fee Simple Title Holder (if other than owner) Name Address Contractor Address Surety (if any) Address Amount of Bond $ Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name Address In addition to himself, owner designates the following person to receive a copy of the Leinor's Notice as provided in Section 713.13(1)(F), Florida Statutes. (Fill in at Owner's option). Name Address: 574ITLC DF Fcz le �A GD UN y or- P a y,% caner FaL rf 536- '7'79-6 0 0 96 -� Sworn to and su s n e before me this / day of /40, °° r Notary public-state of Florida Notary Public 6cpi NV Commission es Ma 31,2002 Commission#CC720781 CIT`! OF �7 �'e4d - T6,zid4 Soa sE;vMNoL;J ROAD ATLANTIC BEACH,FLORIDA 32233-54.45 TELEPHONE(904)247-5800 FAX(904)247-5805 SINCOM 852-5800 CHAPTER 489, FLORIDA STATUTES, PART I 'CONSTRUCTION CONTRACTING' REQUIRES OWNER/BUILDER TO ACKNOWI EDGE THE LAW: DISCLOSURE STATEMENT FOR Sec-nom 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 O BUILD OR IMPROVE:A COMMERCIAL BUILDING AT A COST OF $25,00(•.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NCT 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 EXEMPTIOIi. YO MAY NOT MIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CCDES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVK LICENSES REQUIRED BY STATE LAW AND BY COUNTf OR MUNIC1PAi., 11GENSING ORDINANCES, QR^JNANC—ALSO ALLOW AN OW?JF-R TO IMPROVE THEIR OWN PROPERTY WHEN rT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (£?CCEPT M.4lNTENANCE UNDER $2,CCO) BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSIC-LLY DO WORK THEMSELVES; OR MAY HIR( 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 WORKERS COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY CLEARLY PROTECTS THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS W;THHOLDINO TAX ANDfOR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $Cj QQo PENALTY UNDgft FLORIDA STATUTE NO, 455-226(1). AN OG U�QNAL__j-ICEN$E' IS NOT ADEQUATE. PETENCY' OR THE FLORIDA 'CONTRACTORS THE OWNER SHOULD PHYSICALLY SEE THE COUNTY 'CERTIFICATE OF COM CERFICATE' TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TI=LEPMONE THE BUILDING DEPARTMENT (247- TI5826) IF IN DOUCT, I HEREHY/ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER`BUILoER RI+I PCTT. G _ 5T'A--1E OF F&C E I vA Cp(/�Ty dF 17l./Vi9L l� dal ��JQ(� PROPERTY OWNER/BUILDER ADDRESS, Ian Z e<L`(('h� ( TELEPHONE SWORN TO AND SUBSCRIBED BEFORE ME THIS /U DAY OF �'�` NO RY PUBLIC UREEN KING NOTE: PHRASES UNDERLINED ABOVE MY COMMISSION EXPIRES Notary Public-State of F1orkJo ARE EMPHASIZED BY THE 9ULL.DING My Commission Expires Mar 31,2002 DEPARTMENT. Commission##CC720781 .�s g t psi t ' M- ate' � '... _. _ �'"�'• .... .. - ��." � `,�,.,: ._ •�� ."fir ice" ��► '- t. iP fe. 7 E 0 n 0 rog °' gip G G � � � ZMM O OCEAN (50' R/` C7 67 G f?'1 Z Q = Jp � � D M I � m 50'(R) N mri 0C� ¢ �\ -C - �� o II_ T' C3 o ;d m 0 LOT 1, LESS & EXCEPT n o <X J c, THE EASTERLY 25 FEET THEREOF N o > D Cn - / a m >zo z , p I o >� z� z� � m CA �cp -, ag �0 v cn m cn o � 99.76'(M), N D :1] --fO O cZLArrI ,> 05� rnC �� m 9� If CCNC ' "A/C _ �r'� Z� ;: ; s •. 29.8 I r 24< M Mem(/) rlj �"� �"' ► • r�r cZis m I-{ O > z_R SDC N� • . J - Cz Z CAA- C� .o• s 50' -1� o Iv� < Z LOT1 N M Oo � O � C r �� z 0 O j -4 ON = n pp o N Z ♦,}, Co x 3.7' LOT 7 O p D 2 fTl o in U O � Z� o .� S N ca o ^ 5.7' cn � >�� m M 0 �. N O ,J, v F, cr ca w -4 25.8,. . . . . . . 7.4' p m� c�c� 11 II U • II II �oZQ-�r-c--0 o�� Z �M 00 o� n II II q II II �Otngrr� c ,rn�CC6 -M Zn�* c� "' ^ cZZ O CO mzzo-i < 'v��ZnN�OVfN�� m N mo �� ZO_ C,)— yO�Uf0 COO2nMcu�paQm2c: ;5 O o N � c7 ZO 00OC = yIm� 2CC D c)AA,o r�* z vo rn z 5 5->�xPz 25.3 . . . . 5 -Svc v��tnrr�0 G7 �cm �r MO;zzrIcn�Zmr=� cnM A/CUNIT_ cn gvo O oz0�-r" �En CD�NC3Cn Oom�m3?mma rr nom I>�>Tfoz v >M No ornz'� arC::c: r�� vB>o�o �� D P o CURBCgZ� �i;mo� s>r—Ln =zz = rnZ 5.4. 1 4.8 1 11.8' , rn mm �...c } =r oOr RrOM N N 0.3' C� � z ��\\��j ® Qmz>�> ro�� o v .`v, 33.9' a I xnCr-i or,ll M >��mr ZmmCA r u p r r r R r uZ� � zM>Ea man Fix>z� cna 100.46'(M), �n n �� xC)-i0 � ��n �2- rm--vC �C � O �m�p0 � zmz� oz �� D NUl N x gr M CA �mr� C)rM Zoo in a >>� N r� iJc �� rmDi=C > r N NZ .. rn > o rn z m r i LOT 7, LESS & EXCEPT �{}�®� ovv o o>>.= N d o '� THE WESTERLY 53 FEET THEREOF r ° II M II M r R � zmm0 '� a= oZ \ z v �3r" r C n > N aN SEACH (40 R/b aCD BOULEVARD LOT 2, LESS & EXCEPT ;o -I m THE EASTERLY 25 FEET THEREOF D m z a i Z D CA \ O Cmm -i 100'(R) J -+ mDu' m UNIT • .-w IC `O C3f Tl D C� C\` ;v / 0 m TI r1y-+ p n m r N O O z CI] C7 (A �l^ ..�■ _{ nm H 0 Z lUn z 7u ON. . .LOT 2 — — — — C—❑—❑D __ d C -{ fm U17LOT8 14.3' V Z r� x C D (!l rTt O y �. a C7 > z 0 u Om a >o� ' b. cl)C7 Z L7 r D Z Q Z w c�iz off' ^ D Z H y 0 =p a 0 H O H 0 ^r- 10.7' • O ZOD � N m a H r d z z �c : o ' D �' z o 000 z mm Z 0 v m r7 � r- rrl m b O y n Q 0 I > o rn anz > r- ccD � . F;a;c D DMZ PLANTER -+ O CO -TI N 100'(R) > < Z m m -� w< -. _ -� 0mm 0 -n LOT 8, LESS do EXCEPT �m THE WESTERLY 53 FEET THEREOF = L4 U m r AVENUE ';��t�.`:t,> l;t.f.�' `?�.�,i;Y,•, 'a't •t?'+�s 'x•.r a .e .�•+. �:af.' mak, .��1#�:il _ r - �. ��_ w2"f ..w a`Y �;c:, ' - -"�^ q !•.. �� s y �_f '�S� .h'ini. A Jfi 4 ''14 ^e _ .F. •K 'w;.:."7r�•. .K ..J. -� 4Y�a•- ,•Ki. i 1n sr.+...� -'� _. > ... � , 41 Ole< zA oft pit It L ff VAT �. -� ! . ate •!" E ' _ . - rye � .0�•..T� ; ; ,i �' 1 � � `. r `r A - .. 111 �� •• ',�: j ! T �� I i cv' ksL 1 1 t t •.i. (' Y. r '. - � t •�• 1.� Via..}3 �- �1 •�" ^• _ �• '.f .R Y ' : ��4� s.' �. �y i{ �„� ? p, fib s _ �� Y2M., �5- t� as•R.yr,".^aA i... s r `, - t y t 1I y` d � MAP SHOWING BOUNDARY SURVEY OF THE EAST TWENTY—FIVE (25) FEET OF LOTS ONE (1) AND TWO (2) AND THE WEST FIFTY—THREE (53) FEET OF LOTS SEVEN (7) AND EIGHT (8), BLOCK FORTY—THREE (43), "ATLANTIC BEACH", ACCORDING TO PLAT RECORDED IN PLAT BOOK 6, PAGE 1, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: ROBERT W. HENDERSON, LYNN C. HENDERSON, FIRST AMERICAN TITLE INSURANCE COMPANY AND WATSON & OSBORNE, P.A. I BLOCK 43, "ATLANTIC BEACH", PLAT BOOK 6, PAGE 1 ❑ LOT 31 LOT i 9 1/2• IP ul 178.04'(M), 78'(R) ❑:- 24.5' 1/2' IP o 100'(R) 0,7 h 57.8'(8) W l90. 0.7' CONIC BLOCK I N 0 >�WALL, TYPICAL • •. tL h-W �6'+ I •' POOL ROCK 0� ❑—❑— w Ld X I 'AWATER WFALL �� w ir w w PATIO ° SPA '. w W 0 F- 0 d L< •. ° 4 • . IDIRT •' . • w w t v 21.1 ti c W N n 18.1' 418.1' Ln Q m J t SCREENED VI W "� m oo PORCH o CONC y W N�VI o.e' � Z J OW ' a m 13.3' zEn WJ4.3z '3.1OJ w 3 0 O 0 w Q mo z 2—STORY Q 100'(R) LOT 2 STUCCO RESIDENCE. LOT e -In _ 55.9'(R) v � LOT 1 N0. 159 LOT 7 ppc O < N F K W Y ti � g 0 u 0 1-w z 3.0 = U H w ZYrj U U Q� b COVERED < Cj W Q w w 18.7'• vi 5.2' CONIC ❑-0 X V w 4.1' m i� o w W a W/ ov • ' 9.5' n asw W V to ' 18.2' I-i o VIN a 18.5' NL m 0 �' J J . CONC • ° I w} DRIVE m J J W m 0_ ►— in CON C WALKF- OJLI +n• per ' •.4 ! • Ln 2.0'- 0W N W 1p m J 3 ry ° I 1.8'- w 100'(R) 1.8' ..: Ln 0.3' 52.45'(M) • 1/2• R/B 78.12'(M), 78'(R) 0 1%iA IP LB 5187 1/2' IP 11th STREET 20 10 O 20 (40' R/W) 6mmlwe SCALE IN FEET 1" = 20' E Y p GENERAL NOTESt 1. INTERIOR ANGLES SHOWN FOR THIS SURVEY. 2.STRUCTURE NO. 150 SHOWN HEREON UES WTHIN FLOOD ZONE X AS BEST C. DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO. 1 DATED 04/17/1989 . ASSOCIATED SURVEYORS IN D 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. w 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT F- 5915 CEDAR HILLS BOULEVARD LOCATED BY THIS SURVEY. S JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE 2 904-771-6468 PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, .� COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL. p CERTIFICATE OF AUTHORIZATION NO. LB 0005488 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. S S d 7.NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY -3 =GUY ANCHOR LEtlEND/AIlIEREVIATIONS (R) = RECORD DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL O =SET IRON PIPE (SIP) MARKED P.C.- POINT OF CURVE (M)-MEASURED STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER 'ASSOC. SURVEY' OR L.B. 5488 P.T.=POINT OF TANGENCY A =CENW MIXE 61G17- F ��O�JNISTRATIO*CODE HAP '.R F.S. 0 =FOUND IRON PIN OR PIPE FTP C/L = CENTERUNE L - ARC L■ =FOUND CONCRETE R DRIL HOLE R/B - RIGHT R = RADIUS X = CROSS CUT OR DRILL HOLE R/W RIGHT OF WAY C CHORD BY: CHARLES B. HATCHER P.R.C.= POINT OF REVERSE CURVE I—I - IRON FENCE cm WATER METER FLORIDA CERTIFICATE NO. 3771 P.C.C.= POINT OF COMPOUND CURVE 0-0 - WOOD FENCE ® = WELL B.R.L. - BUILDING RESTRICTION UNE CONC.- CONCRETE = STREET UGw JOB NO. 24511 DATE 07/18/2000 (ORB) = OFFICIAL RECORDS BOOK X—X - CHNNUNK FENCE ET = ELECTRIC SCALE: 1" = 20' DRAFTER T.V. ZEFF ) OFFICIAL RECORDS �;oM; `O' UTILITY J.AONVILLLIC „ - VER �ESPE- PWL EW CITY OF ,,�,/� fYI�LGI IC Qi�- Office of Building Official REQUEST FOR INSPECTIO _^/ Permit No. � �Q Date /O -+ /6-0 99 Time A.M. Received 16-9 Locality 7445 Job Address Owner's Contractor l�lx Name MECHANICAL DING CONCRETE ELECTRICAL PLUMBING ❑ Rough Wiring ❑ Rough ❑ Air Cond. & Footing To Out ❑ Heating ❑ Temp Pole ❑ P Re Roofing ❑ Slab ❑ Sewer ❑ Fire Place ❑ Insulation 173 Lintel ❑ Final Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. 1 A.M. 101II/ Inspection Made —T-- P.M. inal Inspection Inspect ncy Q �zdca Date /CITY OF /3 /& •a TY LG�Li�G 444-&7 " Office of Building Official REQUEST FOR INSPECTION Permit No. Date Time A.M. // p Received L�_ � � //P,M M� Job Address Owner's ontractor Name CONCRETE ELECTRICAL PLUMBING MECHANICAL BU ING C . Footing 1-1RoughWiring ED Rough Air Cond & 71Heating Re Roofing Slab ❑ Temp Pole E] Top Out Fire Place Lintel r', Final ❑ Sewer Insulation Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday— P.M. A.M. P.M. Inspection Mad — Final Inspection Inspector Certificate of ccupancy ❑ Date — CITY ^OLF 9 -&7&ud4 Office of Building Official REQUEST FOR INSPECTION Permit No. —At Date A.M. Time PM Received .F/ Locality Job Address Owner'sy2e19 Contractor N*_ring e PLUMBING MECHANICAL pt3 CON ELECTRICALRough Wiring ❑ Rough ❑ Air Cond. &❑ Top ❑ Heating ❑ -_ Footin Pole Oute Roofing _ a Temp ❑ Sewer ❑ Fire Place Insulation — Lintel ❑ Final Pre Fab READY FOR INSPECTION A.M. t Mon. Tues. Wed. Thurs. Friday A.M. 2 — P.M. Inspection Made Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Z's— L 7— Date & ( 9 Heated Sauare Footage @ $ �� y Per sq ft = $ 0 1() Garage/Shed @ $_ _Per sq f = S Carport/Porch la $ per sq ft = i Deck@ $ i per sq ft = S . ,ham__ Patio @ $ per sq ft = S TOTAL VALUATION : $ STo 9 0 �8� a 66. o Total Valuation 1st $ �, 00 0 Remaining Value $t .GdDer thousand oV portion thereof TOTAL BUILDING FEE $ ,Ov + 1/1 '. Filing Fee $ ,� (C)) Fireplaces @ $15 . 00 S O BUILDING PERMIT FEE S! Co�3� Oa WATER IMPACT FEE $ 040.e) SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ (/W RADON (HRS ) . 0050 S S SECTION H PAVING 1 ) S HYDRAULIC SHARES ? O CROSS CONNECTION $ SURCHARGE . 0050 S — O zy� 0TH $ nn GRAND TOTAL DUE S L 7 ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : T DARABI RESIDENCE HVAC LOAD ANALYSIS for BYATT DESIGNS 1760 SOUTH THIRD STREET I JACKSONVILLE BEACH, FL. 32250 . .... .:... RECEIVED�, Five Star MAY 2 8 1997 Residential and Light RH``>.<.< : City of Atlantic Beach Building and Zoning Prepared By: BRENT REEDY Ocean State Heating 8 Air Conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 (904)249-8251 05-21-97 1 ) s 1 y s d t RHVAC Residential&Light Commercial HVAC Loads Program Elite Software Development Inc DARABI RESIDENCE Ocean State Htg 8 A/C 1 Neptune Beach, FL 32266-1798' OS-21'-97 Page 2 Total Building Summary Loads I Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 499 16,283 0 20,337 20,337 12C Wall R-11 + 1/2" Gypsum(R-0.5) 1,129 4,574 0 3,007 3,007 13C Part R-11 + 1/2" Gypsum(R-0.5) 216 437 0 311 311 14B Wall 8" or 12" Block + R-5 1,868 12,105 0 4,654 4,654 16C Ceiling R-11 Insulation 323 1,279 0 1,279 1,279 16G Ceiling R-30 Insulation 1,718 2,550 0 2,745 2,745 22A Slab on Grade No Edge Insulation 257 9,368 0 0 0 Subtotals for structure: 6,010 46,596 0 32,333 32,333 Active People: 13 0 21990 3,900 6,890 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,200 1,200 0 0 0 Lighting: 0 3,465 0 4,238 4,238 Ductwork: Infiltration: Winter CFM: 458.3, Summer CFM: 195.0 4990 22,6870 7,3410 4,9370 12,2780 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 Sensible Gain Total: 46,608 Temperature Swing Multiplier: X1.00 Building Load Totals: _ 72,748 10,331 46,608 56,939 I Check Figures Total Building Supply CFM: 2119 CFM per square foot: 0.661 Square feet of room area: 3,204 Square feet per to 635.19 7777777777777 Building Loads Total heating required with outside air: 72,748 Btuh 72.748 MBH Total sensible gain: 46,608 Btuh 82 % Total latent gain: 10,331 Btuh 18 4.745 Tons (based on + latent) Total cooling required with outside air: 56,939 Btuh 5.044 Tons (based on 77%lsensible capacity) .. I Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. i I Tuesday,May 20, 1997 IL - � Elite Software Development,Inc. RHVAC-R 'Light Commerctal HVAC Loads Program ARAB? RESIDENCE Ocean State Mg 8 XC Page 3 Neptune Beach, FL 32266-1798 05-21-97 System #1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 303 9,888 0 14,244 14,244 13C Part R-11 + 1/2" Gypsum(R-0.5) 216 437 0 311 311 14B Wall 8" or 12" Block + R-5 1,868 12,105 0 4,654 4,654 16C Ceiling R-11 Insulation 323 1,279 0 1,279 1,279 16G Ceiling R-30 Insulation 537 797 0 797 797 22A Slab on Grade No Edge Insulation 257 9,368 0 0 0 Subtotals for structure: 3,504 33,874 0 21,285 21,285 Active People: 9 0 2,070 2,700 4,770 Inactive People: 0 0 0 00 Appliances: 0 0 0 1,200 1,200 0 0 Lighting: 0 Ductwork: 0 2,341 0 2,788 2,788 Infiltration: Winter CFM: 261.6, Summer CFM: 116.3 3030 12,9520 4,0530 2,6870 6,7400 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 Sensible Gain Total: , 30,660 Temperature Swing Multiplier: X1.00 System Load Totals: 49,167 6,123 30,660 36,783 Check Figures � Supply CFM: 1,394 CFM per square foot: 0.689 Square feet of room area: 2,023 Square feet per ton: 609.671 � System Loads Total heating required with outside air: 49,167 Btuh 49.167 MBH Total sensible gain: 30,660 Btuh 83 % Total latent gain: 6,123 Btuh 17 I Total cooling required with outside air: 36,783 Btuh 3.065 Tons (based on sensible + latent) 3.318 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. i I Tuesday,May 20,1997 . t _ RHVAC-ResidenUat 3 Light Commercial HVAC;toads Progcam Elite Software Development.Inc. Ocean Sg tafe Fi &AiC DARABI RESIDENCE Neptune Beach, FL 32266-1798 05-21-97 Page 4 , System#2 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 196 6,395 0 6,093 6,093 12C Wall R-11 + 1/2" Gypsum(R-0.5) 1,129 4,574 0 3,007 3,007 16G Ceiling R-30 Insulation 1,181 1,753 0 1,948 1,948 Subtotals for structure: 2,506 12,722 0 11,048 11,048 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 Ductwork: 0 1,124 0 1,450 1,450 Infiltration: Winter CFM: 196.7, Summer CFM: 78.7 196 9,735 3,288 2,250 5,538 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 _ 0 0 0 0 0 Sensible Gain Total: 15,948 Temperature Swing Multiplier: _ X1.00 System Load Totals: 23,581 4,208 15,948 20,156 i Check Figures Supply CFM: 725 CFM per square foot: 0.614 Square feet of room area: 1,181 Square feet per ton: 684.251 System Loads Total heating required with outside air: 23,581 Btuh 23.581 MBH Total sensible gain: 15,948 Btuh 79 Total latent gain: 4,208 Btuh 21 Total cooling required with outside air: 20,156 Btuh 1.68 Tons (based on sensible + latent) 1.726 Tons (based on 77% sensible capacity) i Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I Tuesday,May 20, 1997 RHVaC=Residentiat B LighYCorranefcial HVAC toads Progsam :>: * Ellopment;Inc DARA63 RESIDENCE :' Gcean State F�g,B A!C Page 5 Neptune-Beacb, FL 3226fi-1798 05-2Y-97 Room Load Summary Reports System #1 Room Load Summary Htg Htg Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Sens Lat Nom Adj Adj Sys No Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM 1 Family ---Zone 1---323 12,572 163 0-0 7,939 1,530 361 1.00 361 361 � 2 Kitchen 225 2,181 28 0-0 2,830 310 129 1.00 129 129 3 Living Room 302 2,108 27 0-0 493 0 22 1.00 22 22 4 Bed Room 1/ 378 7,503 97 0-0 4,134 995 188 1.00 188 188 Bath Dining Room 163 5,221 68 0-0 2,255 696 103 1.00 103 103 5 5Bed Room 2 216 1,908 25 0-0 1,877 607 85 1.00 85 85 7 Bed Room 3 306 6,915 90 0-0 4,183 995 190 1.00 190 190 8 Stairwell/ 110 10,759 140 0-0 6,949 990 316 1.05 332 316 Foyer — 1,394 ;I System 1 Totals 2023 49,167 639 30,660 6,123 1,3Main Trunk Sizeog18x14 in. i System #1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh_ Btuh Btuh i -- Net Required: 3.065 83%/17% 30,660 6,123 36,78339 818 Recommended: 3.318 77%/23% 30,660 9,158 System #1 Equipment Data Heating System Cooling System Tuesday,May 20, 1997 Elite Software Developmer�t Inc. RHVAC-Residentiat b LightComrnercial HVAC Loads Peogf DgR4Ll RESIDENCE Gcear,State Htg&A/CPage 6 Neptune Beach, FL 32266-1798 05-2€-97 .:Room Load Summary Reports System #2 Room Load Summary Htg Htg Run Clg Clg Clg Zone Clg Air Room Area Btuh CFM D uct Sens Lat Nom Adi Adi Sys No Description Size Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 347 1.35 468 347 9 Master Suite 540 12,331 160 0-0 7,631 2,389 196 1.00 196 196 10 Master Bath 234 5,349 76 0-0 4,320 755 4 5,074 66 0-0 3,719 1,064 169 1.00 169 169 11 Nursery/ 33 Closet 12 Balcony 73 327 4 0-0 278 0 13 1.00 13 13 System 2 Totals 1181 23,581 306 15,948 4,208 725 M 846 725 Main Trunk Size: 12x12 in. System #2 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.680 79%/21% 15,948 4,208 20,156 Recommended: 1.726 77%/23% 15,948 4,764 20,712 Tuesday,May 20, 1997 DATE 5 /12 / 9 TO: s i JOB FAaV W DARla3► FROM: .. ....... ...., ........... __1.._.... . .......... ... .. 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ANALYSIS CONFORMS TO CSI SIZE LUMBER 1.15FB GRIP BASED ON SYP LUMBER USING SSBC (ANSI/TPI 1-1995) . TOP 0.01 2X 4 SP-#2ND 1550 GROSS AREA TEST METHOD. PLATES - 20 GAUGE LOCK 3. EMPIRICAL ANALOG IS USED. BTM 0.01 2X 4 SP-#2ND 1550 4, WIND LOADS - ANSI/ASCE 7-88 REPETITIVE MEMBER STRESS USED. GRIPPING 530-312 PSI PER PAIR TRUSS IS DESIGNED AS A INCLUDES 25.04 INCREASE MAIN WIND-FORCE RES SYSTEM LATERAL BRACING: TENSION 1308- 462 PLI PER PAIR WIND SPEED - 110 MPH TOP CHORD - CONTINUOUS SHEAR 763- 498 PLI PER PAIR MEAN ROOF HEIGHT - 25' BTM CHORD - CONTINUOUS JT EXPOSURE CATEGORY - C A TRUSS SPACING - 24.0 IN. TYPE PLATE SIZE X Y OCCUPANCY CATEGORY - 1 A 2001 3.00 X 4.00 5.3 3.1 OCEANLINE DIST - 1 MILES LOAD CASE #1 B 5. FASTEN TRUSS TO BRG A LUMBER STRESS INCREASE: 25.0% C FOR 96 LBS OF UPLIFT, LOADING LIVE DEAD (PSF) WHILE PERMITTING NO UPWARD TOP CHD 20.0 22.0 MOVEMENT OF WALL OR BRG. 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TRUSSES RUN DATE: 5- 9-97 SPAN/DEFL (DL+LL) = 999 GRANGER TRUSS 2. ANALYSIS CONFORMS TO CSI SIZE LUMBER FB PLATING CONFORMS TO TPI-95 SSBC (ANSI/TPI 1-1995) . TOP 0.71 2X 4 SP-#2ND 1350 PLATE VALUES MAY BE VERIFIED 3. EMPIRICAL ANALOG IS USED. BTM 0.27 2X 4 SP-#2ND 1350 WITH ROBBINS MANUFACTURING. 4. WIND LOADS - ANSI/ASCE 7-88 WBS 0.01 2X 4 SP-#3 850 GRIP BASED ON SYP LUMBER USING TRUSS IS DESIGNED AS A LATERAL BRACING: GROSS AREA TEST METHOD. MAIN WIND-FORCE RES SYSTEM PLATES - 20 GAUGE LOCK WIND SPEED - 110 MPH TOP CHORD - CONTINUOUS GRIPPING 530-312 PSI PER PAIR MEAN ROOF HEIGHT 251 BTM CHORD - CONTINUOUS INCLUDES 25.0% INCREASE EXPOSURE CATEGORY C TRUSS SPACING - 24.0 IN. TENSION 1308- 462 PLI PER PAIR OCCUPANCY CATEGORY - 1 SHEAR 763- 498 PLI PER PAIR OCEANLINE DIST - 1 MILES LOAD CASE #1 5. PROVIDE DRAINAGE TO LUMBER STRESS INCREASE: 25.0% JT TYPE PLATE SIZE X Y PREVENT WATER PONDING. LOADING LIVE DEAD (PLF) A 2001 3.00 X 4.00 5.3 3.1 6. FASTEN TRUSS TO BRG A TOP CHD 40.0 44.0 B 5101 400 X 4.00 CTR CTR FOR 229 LBS OF UPLIFT, . BTM CHD 0.0 14.0 WHILE PERMITTING NO UPWARD TOTAL 40.0 58.0 98.0 C MOVEMENT OF WALL OR BRG. EXCEPTIONS: D 7. FASTEN TRUSS TO BRG C B-C 50.0 55.0 E 1001 1.00 X 4.00 CTR CTR FOR 229 LBS OF UPLIFT, E-D 0.0 17.5 WHILE PERMITTING NO UPWARD CONCENTRATED LOADS (LBS) MOVEMENT OF WALL OR BRG. E 39 (LIVE) S. GIRDER CONDITION: E 57 (DEAD) HALF HIP GIRDER WITH REACTIONS (LBS & IN-LBS) KING-JACKS. JT TYPE HORZ VERT MOMIT OPEN FACE COMMON JACKS. A PIN -1 305 '0 GIRDER SETBACK 3.00 ft. C HORZ FRL 0 303 -3649 D HORZ RLR 0 82 0 MINIMUM BEARING WIDTH (IN.) A = 3.5 C = 3.5 D = 3.5 LEFT RIGHT HEEL OIN - 4SX MEMBR CSI P(LBS) M@IST M@2ND TOP CHORDS A-B 0.25 12 C -141 867 B-C 0.71 0 T -662 -3649 BOTTOM CHORDS A-E 0.27 0 T -598 1415 E-D 0.27 0 T -1415 0 WEBS E-B = 37 T QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 35 JCA2 70000 6 10000 0 970611/DEMOS PANTARAS/ROOFS EJ7 DG 7-I1-14 HO 3-10-03 HO 4-03 12 6F 3-10-03 T 3x4= A B1 C TC 12-00 7-00-00 BC 7-00-00 7-00-00 UniStar -- Version 39.6.2 PLATING CONFORMS TO TPI-95 NOTES: RUN DATE: 5- 9-97 PLATE VALUES MAY BE VERIFIED 1. TRUSSES MANUFACTURED BY - WITH ROBBINS MANUFACTURING. GRANGER TRUSS CSI SIZE LUMBER 1.15FB GRIP BASED ON SYP LUMBER USING 2. ANALYSIS CONFORMS TO TOP 0.63 2X 4 SP-#1 2130 GROSS AREA TEST METHOD. SSBC (ANSI/TPI 1-1995) . BTM 0.65 2X 4 SP-#2ND 1550 PLATES - 20 GAUGE LOCK 3. EMPIRICAL ANALOG IS USED. REPETITIVE MEMBER STRESS USED. GRIPPING 530-312 PSI PER PAIR 4 WIND LOADS D- ANSI/ASCE A7-88 INCLUDES 25.0% INCREASE TRUSS LATERAL BRACING: TENSION 1308- 462 PLI PER PAIR MAIN WIND-FORCE RES SYSTEM TOP CHORD - CONTINUOUS SHEAR 763- 498 PLI PER PAIR WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25' BTM CHORD - CONTINUOUS EXPOSURE CATEGORY - C TRUSS SPACING - 24.0 IN. JT TYPE PLATE SIZE X Y A 2001 3.00 X 4.00 5.3 3.1 OCCUPANCY CATEGORY - 1 OCEANLINE DIST - 1 MILES LOAD CASE #1 B 5ANCHOR TRUSS FOR A TOTAL LUMBER STRESS INCREASE: 25.0% C . HORIZONTAL LOAD OF 345 LBS. LOADING LIVE DEAD (PSF) 6. FASTEN TRUSS TO BRG A TOP CHD 20.0 22.0 FOR 234 LBS OF UPLIFT, BTM CHD 0.0 7.0 WHILE PERMITTING NO UPWARD TOTAL 20.0 29.0 49.0 MOVEMENT OF WALL OR BRG. SUPPORT CRITERIA J 7. FASTEN TRUSS TO BRG B T TYPE HORZ VERT WIDTH FOR 298 LBS OF UPLIFT, LBS LBS IN-SX WHILE PERMITTING NO UPWARD A PIN 0 438 3- 8 MOVEMENT OF WALL OR BRG. B HORZ RLR 0 256 3- 8 C HORZ RLR 0 78 3- 8 LEFT RIGHT HEEL OIN - 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-B 0.63 149 C -2247 0 BOTTOM CHORDS A-C 0.65 0 T -2588 0 WEBS DL+LL DEFL = 0.42" IN A-B LL DEFL = 0.06" c BRG-SPAN/240 SPAN/DEFL (DL+LL) = 199 QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 1 HHIP 70000 6 10000 0 970611/DEMOS PANTARAS/ROOFS EJ7A DG 7-05-11 HO 3-047X, HO 4-03 B 12 6 3-07-07 T 2 3x4= A Bl D 2x4 II TC 12-00 6-06-08 508 BC 7-00-00 7-00-00 UniStar -- Version 39.6.2 PLATING CONFORMS TO TPI-95 NOTES: RUN DATE: 5- 9-97 PLATE VALUES MAY BE VERIFIED 1. TRUSSES MANUFACTURED BY WITH ROBBINS MANUFACTURING. GRANGER TRUSS CSI SIZE LUMBER 1.15FB GRIP BASED ON SYP LUMBER USING 2. ANALYSIS CONFORMS TO TOP 0.54 2X 4 SP-#2ND 1550 GROSS AREA TEST METHOD. SSBC (ANSI/TPI 1-1995) . BTM 0.49 2X 4 SP-#2ND 1550 PLATES - 20 GAUGE LOCK 3. EMPIRICAL ANALOG IS USED. WBS 0.26 2X 4 SP-#3 980 GRIPPING 530-312 PSI PER PAIR 4. WIND LOADS - ANSI/ASCE 7-88 REPETITIVE MEMBER STRESS USED. INCLUDES 25.0% INCREASE TRUSS IS DESIGNED AS A TENSION 1308- 462 PLI PER PAIR MAIN WIND-FORCE RES SYSTEM LATERAL BRACING: SHEAR 763- 498 PLI PER PAIR WIND SPEED - 110 MPH TOP CHORD - CONTINUOUS MEAN ROOF HEIGHT 25' BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y EXPOSURE CATEGORY - C TRUSS SPACING - 24.0 IN. A 2001 3.00 X 4.00 5.3 3.1 OCCUPANCY CATEGORY - 1 B 5101 4.00 X 4.00 CTR CTR OCEANLINE DIST - 1 MILES LOAD CASE #1 C 5. ANCHOR TRUSS FOR A TOTAL LUMBER STRESS INCREASE: 25.0% D 4000 2.00 X 4.00 CTR CTR HORIZONTAL LOAD OF 327 LBS. LOADING LIVE DEAD (PSF) 6. FASTEN TRUSS TO BRG A FOR 186 LBS OF UPLIFT, TOP CHD 20.0 22.0 WHILE PERMITTING NO UPWARD BTM CHD 0.0 7.0 TOTAL 20.0 29.0 49.0 MOVEMENT OF WALL OR BRG. 7. FASTEN TRUSS TO BRG C SUPPORT CRITERIA FOR 439 LBS OF UPLIFT, JT TYPE HORZ VERT WIDTH WHILE PERMITTING NO UPWARD LBS LBS IN-SX PIN 0 383 3- 8 MOVEMENT OF WALL OR BRG. A 8. FASTEN TRUSS TO BRG D C HOPI RLR 0 -439 3- 8 FOR 868 LBS OF UPLIFT, D HORZ RLR 0 824 3- 8 WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. LEFT RIGHT HEEL OIN - 4SX MEMBR CSI P(LBS) MOIST MO2ND TOP CHORDS A-B 0.54 160 C -1555 2526 B-C 0.37 0 T 2050 0 BOTTOM CHORDS A-D 0.49 0 T -1885 0 WEBS D-B = 856 T DL+LL DEFL = 0.26" IN A-B LL DEFL - 0.04" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 326 QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 2 KI 120108 6 10000 0 970611/DEMOS PANTARAS/ROOFS EJ7B 3x411 B DG 6-11-05 DG 3-06-01 HO 4-03 2-10-15 2 12 6 3-04-09 T 1 3x4= A B1 1x4 11 F TC 12-00 6-00-12 1 11-04 BC 7-00-00 7-00-00 UniStar -- Version 39.6.2 PLATING CONFORMS TO TPI-95 NOTES: RUN DATE: 5- 9-97 PLATE VALUES MAY BE VERIFIED 1. TRUSSES MANUFACTURED BY - WITH ROBBINS MANUFACTURING. GRANGER TRUSS CSI SIZE LUMBER 1.15FB GRIP BASED ON SYP LUMBER USING 2. ANALYSIS CONFORMS TO TOP 0.65 2X 4 SP-#2ND 1550 GROSS AREA TEST METHOD. SSBC (ANSI/TPI 1-1995) . BTM 0.52 2X 4 SP-#2ND 1550 PLATES - 20 GAUGE LOCK 3. EMPIRICAL ANALOG IS USED. WBS 0.09 2X 4 SP-#3 980 GRIPPING 530-312 PSI PER PAIR 4. WIND LOADS - ANSI/ASCE 7-88 REPETITIVE MEMBER STRESS USED. INCLUDES 25.0% INCREASE TRUSS IS DESIGNED AS A TENSION 1308- 462 PLI PER PAIR MAIN WIND-FORCE RES SYSTEM LATERAL BRACING: SHEAR 763- 498 PLI PER PAIR WIND SPEED - 110 MPH TOP CHORD - CONTINUOUS MEAN ROOF HEIGHT - 25' BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y EXPOSURE CATEGORY C TRUSS SPACING - 24.0 IN. A 2001 3.00 X 4.00 5.2 3.1 OCCUPANCY CATEGORY - 1 B 3001R 3.00 X 4.00 2.2 CTR OCEANLINE DIST - 1 MILES LOAD CASE #1 D 1001 1.00 X 4.00 CTR CTR 5. ANCHOR TRUSS FOR A TOTAL LUMBER STRESS INCREASE: 25.0% E HORIZONTAL LOAD OF 269 LBS. LOADING LIVE DEAD (PSF) F 6. FASTEN TRUSS TO BRG A TOP CHD 20.0 22.0 FOR 269 LBS OF UPLIFT, BTM CHD 0.0 7.0 R = PLATE IS ROTATED BY 90 DEG WHILE PERMITTING NO UPWARD TOTAL 20.0 29.0 49.0 MOVEMENT OF WALL OR BRG. SUPPORT CRITERIA 7. FASTEN TRUSS TO BRG F JT REACT WIDTH JT REACT WIDTH FOR 253 LBS OF UPLIFT, LHS IN-SX LHS IN-SX WHILE PERMITTING NO UPWARD A 438 3- 8 E 72 3- 8 MOVEMENT OF WALL OR BRG. F 263 3- 8 LEFT RIGHT HEEL OIN - 4SX MEMBR CSI P(LBS) M01ST M@2ND TOP CHORDS A-B 0.65 94 C -1054 -33 B-E 0.06 17 C -376 0 BOTTOM CHORDS A-D 0.52 0 T -1778 2885 D-F 0.49 0 T -2885 0 WEBS D-B = 294 T DL+LL DEFL = 0.16" AT B LL DEFL = 0.16" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 517 QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 1 SP 120108 6 10000 0 970611/DEMOS PANTARAS/ROOFS EJ7C DG 3-01-12 DG 6-04-05 4x4= HO 2-)gC415 HO 4-03 12 6 F_ 2 1 3-01-07 T 3x4= A B1 E 3x4= D TC 12-00 5-06-08 1-00-08 500 BC 7-00-00 7-00-00 PLATING CONFORMS TO TPI-95 NOTES: UniStar -- Version 39.6.2 1. TRUSSES MANUFACTURED BY - RUN DATE: 5- 9-97 PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRANGER TRUSS GRIP BASED ON SYP LUMBER USING 2. ANALYSIS CONFORMS TO CSI SIZE LUMBER 1.15FB SSBC (ANSI/TPI 1-1995) . TOP 0.39 2X 4 SP-#2ND 1550 GROSS AREA TEST METHOD. PLATES - 20 GAUGE LOCK 3. EMPIRICAL ANALOG IS USED. BTM 0.36 2X 4 SP-#2ND 1550 4. WIND LOADS - ANSI/ASCE 7-88 WBS 0.18 2X 4 SP-#3 980 GRIPPING 530-312 PSI PER PAIR TRUSS IS DESIGNED AS A REPETITIVE MEMBER STRESS USED. INCLUDES 25.02 INCREASE TENSION 1308- 462 PLI PER PAIR MAIN WIND-FORCE RES SYSTEM SHEAR 763- 498 PLI PER PAIR WIND SPEED - 110 MPH LATERAL BRACING: MEAN ROOF HEIGHT - 25' TOP CHORD - CONTINUOUS EXPOSURE CATEGORY - C BTM CHORD - CONTINUOUS A TYPE PLATE SIZE X Y 2001 3.00 X 4.00 5.2 3.1 OCCUPANCY CATEGORY - 1 TRUSS SPACING - 24.0 IN. A OCEANLINE DIST - 1 MILES B 5101 4.00 X 4.00 CTR CTR 5_ ANCHOR TRUSS FOR A TOTAL LOAD CASE #1 C 5093 4.00 X 4.00 1.7 2.0 HORIZONTAL LOAD OF 266 LBS. LUMBER STRESS INCREASE: 25.0% D E 1050 300 X 4.00 CTR CTR 6. PROVIDE DRAINAGE TO . LOADING LIVE DEAD (PSF) PREVENT WATER PONDING. TOP CHD 20.0 22.0 F 7. FASTEN TRUSS TO BRG A BTM CHD 0.0 7.0 FOR 268 LBS OF UPLIFT, TOTAL 20.0 29.0 49.0 WHILE PERMITTING NO UPWARD SUPPORT CRITERIA MOVEMENT OF WALL OR BRG. JT REACT WIDTH JT REACT WIDTH B. FASTEN TRUSS TO BRG F LBS IN-SX LBS IN-SX FOR 295 LBS OF UPLIFT, A 438 3- 8 D -33 3- 8 WHILE PERMITTING NO UPWARD F 368 3- 8 MOVEMENT OF WALL OR BRG. LEFT RIGHT HEEL OIN - 4SX MEMBR CSI P(LBS) MOIST M®2ND TOP CHORDS A-B 0.39 228 C 859 -1374 B-C 0.29 207 C 1369 1035 C-F 0.24 159 C -1419 0 BOTTOM CHORDS A-E 0.36 207 T -1421 -759 E-D 0.13 0 T 759 0 WEBS E-B = 421 T E-C = 559 T DL+LL DEFL = 0.13" IN A-B LL DEFL = 0.02" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 637 QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 7 EJHH 70000 6 10000 0 970611/DEMOS PANTARAS/ROOFS EJ8 DG 5-09-01 HO 2-10-03 HO 4-03 4x4= 8 12 6 2-10-03 T 1 3x4= A iiiii B1 1x4 11 D TC 12-00 5-00-00 1 2-00-00 BC 7-00-00 7-00-00 UniStar -- Version 39.6.2 PLATING CONFORMS TO TPI-95 NOTES: RUN DATE: 5- 9-97 PLATE VALUES MAY BE VERIFIED 1. TRUSSES MANUFACTURED BY - WITH ROBBINS MANUFACTURING. GRANGER TRUSS CSI SIZE LUMBER 1.15FB GRIP BASED ON SYP LUMBER USING 2. ANALYSIS CONFORMS TO TOP 0.96 2X 4 SP-#2ND 1550 GROSS AREA TEST METHOD. SSBC (ANSI/TPI 1-1995) . BTM 0.34 2X 4 SP-#2ND 1550 PLATES - 20 GAUGE LOCK 3. EMPIRICAL ANALOG IS USED. WBS 0.02 2X 4 SP-#3 980 GRIPPING 530-312 PSI PER PAIR 4. WIND LOADS - ANSI/ASCE 7-88 REPETITIVE MEMBER STRESS USED. INCLUDES 25.01 INCREASE TRUSS IS DESIGNED AS A TENSION 1308- 462 PLI PER PAIR MAIN WIND-FORCE RES SYSTEM LATERAL BRACING: SHEAR 763- 498 PLI PER PAIR WIND SPEED - 110 MPH TOP CHORD - CONTINUOUS MEAN ROOF HEIGHT - 25' BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y EXPOSURE CATEGORY - C TRUSS SPACING - 24.0 IN. A 2001 3.00 X 4.00 5.3 3.1 OCCUPANCY CATEGORY - 1 B 5101 4.00 X 4.00 CTR CTR OCEANLINE DIST - 1 MILES LOAD CASE #1 C 5. ANCHOR TRUSS FOR A TOTAL LUMBER STRESS INCREASE: 25.0$ D HORIZONTAL LOAD OF 259 LBS. LOADING LIVE DEAD (PSF) E 1001 1.00 X 4.00 CTR CTR 6. PROVIDE DRAINAGE TO TOP CHD 20.0 22.0 PREVENT WATER PONDING. BTM CHD 0.0 7.0 7, FASTEN TRUSS TO ERG A TOTAL 20.0 29.0 49.0 FOR 211 LBS OF UPLIFT, REACTIONS (LBS & IN-LBS) WHILE PERMITTING NO UPWARD JT TYPE HORZ VERT MOM'T MOVEMENT OF WALL OR BRG. A PIN 0 369 0 8. FASTEN TRUSS TO BRG C C HORZ FRL 0 341 -5683 FOR 268 LBS OF UPLIFT, D HORZ RLR 0 62 0 WHILE PERMITTING NO UPWARD MINIMUM BEARING WIDTH (IN.) MOVEMENT OF WALL OR BRG. A = 3.5 C = 3.5 D = 3.5 LEFT RIGHT HEEL OIN - 4SX MEMBR CSI P(LBS) M®1ST MO2ND TOP CHORDS A-B 0.45 107 C -749 -355 B-C 0.96 0 T -327 -5683 BOTTOM CHORDS A-E 0.34 0 T -1458 1174 E-D 0.20 0 T -1174 0 WEBS E-B = 69 T DL+LL DEFL = 0.20" IN A-B LL DEFL = 0.14" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 426 QUAN TYPE -SPAN P1-H1 OVERHANGS JOB MARK 7 EJHH 70000 6 10000 0 970611/DEMOS PANTARAS/ROOFS EJ9 DG 3-06-05 HO 1-10-03 Hn 4-03 4x4= 2x4% T2 T F 12 6 1-10-03 T 3x4- A Bi D E 3x4= TC 12-00 3-00-00 1 4-00-00 BC 3-01-12 3-10-04 =� 7-00-00 UniStar -- Version 39.6.2 PLATING CONFORMS TO TPI-95 NOTES: RUN DATE: 5- 9-97 PLATE VALUES MAY BE VERIFIED 1, TRUSSES MANUFACTURED BY WITH ROBBINS MANUFACTURING. GRANGER TRUSS CSI SIZE LUMBER FB GRIP BASED ON SYP LUMBER USING 2. ANALYSIS CONFORMS TO TOP 0.45 2X 4 SP-#2ND 1350 GROSS AREA TEST METHOD. SSBC (ANSI/TPI 1-1995) . BTM 0.13 2X 4 SP-#2ND 1350 PLATES - 20 GAUGE LOCK 3. EMPIRICAL ANALOG IS USED. WBS 0.17 2X 4 SP-#3 850 GRIPPING 530-312 PSI PER PAIR 4. WIND LOADS - ANSI/ASCE 7-88 INCLUDES 25.0% INCREASE TRUSS IS DESIGNED AS A LATERAL BRACING: TENSION 1308- 462 PLI PER PAIR MAIN WIND-FORCE RES SYSTEM TOP CHORD CONTINUOUS SHEAR 763- 498 PLI PER PAIR WIND SPEED - 110 MPH MEAN ROOF HEIGHT 25' BTM CHORD CONTINUOUS TRUSS SPACING - 24.0 IN. JT TYPE PLATE SIZE X Y EXPOSURE CATEGORY C A 2001 3.00 X 4.00 5.3 3.1 OCCUPANCY CATEGORY - I LOAD CASE #1 B 5101 4.00 X 4.00 CTR CTR OCEANLINE DIST - I MILES LUMBER STRESS INCREASE: 25.0% C 4594 2.00 X 4.00 2.0 0.6 5. PROVIDE DRAINAGE TO LOADING LIVE DEAD (PLF) D PREVENT WATER PONDING. TOP CHb 40.0 44.0 E 1050 3.00 X 4.00 CTR CTR 6. FASTEN TRUSS TO BRG A FOR 354 LBS OF UPLIFT BTM CHD 0.0 14.0 WHILE PERMITTING NO UPWARD TOTAL 40.0 58.0 98.0 MOVEMENT OF WALL OR BRG. EXCEPTIONS: 7. FASTEN TRUSS TO BRG C B-C 50.0 55.0 FOR 354 LBS OF UPLIFT, E-D 0.0 17.5 WHILE PERMITTING NO UPWARD CONCENTRATED LOADS (LBS) MOVEMENT OF WALL OR BRG. E 39 (LIVE) 8. GIRDER CONDITION: E 57 (DEAD) HALF HIP GIRDER WITH REACTIONS (LBS & IN-LBS) KING-JACKS. JT TYPE HORZ VERT MOMIT OPEN FACE COMMON JACKS. A PIN -1 493 0 GIRDER SETBACK 3.00 ft. C HORZ FRI, 0 441 -2312 D HORZ RLR 0 31 0 MINIMUM BEARING WIDTH (IN.) A = 3.5 C = 3.5 D = 3.5 LEFT RIGHT HEEL OIN - 4SX MEMBR CSI P(LBS) M@lST M@2ND TOP CHORDS A-B 0.15 564 C 285 -449 B-C 0.45 507 C 495 -2312 BOTTOM CHORDS A-E 0.13 507 T -90 -144 E-D 0.07 0 T 144 0 WEBS E-B = 110 T E-C = 544 T DL+LL DEFL = 0.03" IN B-C LL DEFL = 0.01" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 999 QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 2 HIP7 120108 6 10000 10000 970611/DEMOS PANTARAS/ROOFS RlG 4x8= 5x4 DG 5-05-11 B C DG 5-05-11 HO 4-03 3x4 3x4HO 4-03 F 12 6 2-08-11 T 4 5x10= 5x14= A D F? 4x4= G E 1x411 5x7= 1x411 TC 12-00 3-00-12 1-08-04 1 2-07-08 1 1-08-04 1 3-00-12 12-00 BC 3-00-12 4-00-04 1-1-1-12 3-00-12 12-01-08 UniStar -- Version 39.6.2 MEMBER FORCES (LBS) EACH PLY NOTES: RUN DATE: 5- 9-97 WEBS 1. TRUSSES MANUFACTURED BY G-H = 192 T H-F = 1116 C GRANGER TRUSS F-B = 877 T B-E = 647 T 2. ANALYSIS CONFORMS TO 2-PLY TRUSS • E-C = 1546 T E-I = 1116 C SSBC (ANSI/TPI 1-1995) . J-I = 192 T 3. WIND LOADS - ANSI/ASCE 7-88 TRUSS IS DESIGNED AS A CSI SIZE LUMBER FB DL+LL DEFL = 0.22" IN B-C MAIN WIND-FORCE RES SYSTEM TOP 0.73 2X 4 SP-#2ND 1350 LL DEFL = 0.10" < BRG-SPAN/240 WIND SPEED - 110 MPH BTM 0.79 2X 6 SP-#2 1250 SPAN/DEFL (DL+LL) = 672 MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C WBS 0.50 2X 4 .SP-#3 850 OCCUPANCY CATEGORY - I EXCEPTIONS: PLATES ARE FOR EACH PLY OCEANLINE DIST - I MILES B-C 2X 4 SP-#1 1850 PLATING CONFORMS TO TPI-95 4. TIE-IN LOADS SHOWN WITHOUT LATERAL BRACING: PLATE VALUES MAY BE VERIFIED DAMAGE TO TRUSS. TOP CHORD - CONTINUOUS WITH ROBBINS MANUFACTURING. 5. PREVENT TRUSS ROTATION AT BTM CHORD - CONTINUOUS GRIP BASED ON SYP LUMBER USING ALL BEARING LOCATIONS. TRUSS SPACING - 24.0 IN. GROSS AREA TEST METHOD. 6. PROVIDE DRAINAGE TO PLATES - 20 GAUGE LOCK PREVENT WATER PONDING. GRIPPING 530-312 PSI PER PAIR 7- FA R SOTO BRG A LOAD CASE #1 INCLUDES 25.0% INCREASE F!;:3�OS25%1: F UPLIFT, E LUMBER STRESS INCREASE: 25.0% WH ERMITTING NO UPWARD LOADING LIVE DEAD (PLF) TENSION 1308- 462 PLI PER PAIR MOVEMENT OF WALL OR BRG. TOP CHD 350.0 385.0 SHEAR 763- 498 PLI PER PAIR 8. F USS TO BRG D A R BTM CHD 0.0 122.5 857.5 JT TYPE PLATE SIZE X Y FO 2576 LBS OF UPLIFT, 350.0 507.5 t TOTAL WHIFtMERMITTING NO UPWARD CONCENTRATED LOADS (LBS) A 2015 5.00 X10.00 8.9 4.6 MOVEMENT OF WALL OR BRG. H 158 (LIVE) B 5150 4.00 X 8.00 2.2 CTR C 5101 5.00 X 4.00 CTR CTR 9. GIRDER CONDITION: H 130 (DEAD) 0 9.0 3.7 COMMON GIRDER TYPE. G 60 (LIVE) D 2016 5.00 X14.0 ** JOINT D ** REQUIRES WEDGE TIE-IN TRUSSES ON TOP&BTM G 50 (DEAD) 1070 5.00 X 7.00 CTR 2.7 WITH SPAN OF 33.000 ft. 1 158 (LIVE) E 10, USE PROPERLY RATED HANGERS 1 130 (DEAD) F 1030 4.00 X 4.00 CTR CTR FOR LOADS FRAMING INTO 1 60 (LIVE) G 1001 1.00 X 4.00 2.5 0.5 J 50 (DEAD) H 1050 3.00 X 4.00 CTR CTR GIRDER TRUSS. 1 1050 3.00 X 4.00 CTR CTR 11. 2 COMPLETE TRUSSES REQUIRED. E 2200 j 1001 1.00 X 4.00 2.5 0.5 FASTEN TRUSSES TOGETHER W1 SUPPORT CRITERIA lod NAILS AS EACH LAYER IS JT TYPE HORZ VERT WIDTH APPLIED,STAGGERED AS FOLLOWS LBS LBS IN-SX MEMBER ROWS SPACING(IN) * PIN 0 6458 3-13 TOP CHD 1 4.0 * HORZ RLR 0 6934 4- 1 BTM CHD 2 12.0 WEBS 1 12.0 LEFT RIGHT PLUS CLUSTERS OF NAILS IF HEEL OIN - 4SX OIN - 4SX SHOWN. MEMBER FORCES (LBS) EACH PLY TOP CHORDS A-H = 5667 C H-B = 4741 C B-C = 4733 C C-1 = 5279 C I-D = 6205 C BOTTOM CHORDS A-G = 5081 T G-F = 5081 T F-E = 4251 T E-J = 5563 T J-D = 5563 T QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 1 KD 180100 6 10000 10000 1970611/DEMOS PANTARAS/ROOFS 4x4= DG 10-03-04 B DG 10-03-04 HO 4 03 HO 4-03 12 6 1x4-- 1x4 E F 4-10-07 T 1 C 3x4- 2 3x4= A C B1L .D, BIL 5x7= 0 0 0 0� N TC � 9-00-08 9-00-08 r' BC 18-01-00 18-01-00 UniStar -- Version 39.6.2 PLATING CONFORMS TO TPI-95 NOTES: RUN DATE: 5- 9-97 PLATE VALUES MAY BE VERIFIED 1. TRUSSES MANUFACTURED BY - WITH ROBBINS MANUFACTURING. GRANGER TRUSS CSI SIZE LUMBER 1.15FB GRIP BASED ON SYP LUMBER USING 2. ANALYSIS CONFORMS TO TOP 0.47 2X 4 SP-#2ND 1550 GROSS AREA TEST METHOD. SSBC (ANSI/TPI 1-1995) . BTM 0.51 2X 4 SP-#2ND 1550 PLATES - 20 GAUGE LOCK 3. WIND LOADS - ANSI/ASCE 7-88 WBS 0.20 2X 4 SP-#3 980 GRIPPING 530-312 PSI PER PAIR TRUSS IS DESIGNED AS A REPETITIVE MEMBER STRESS USED. INCLUDES 25.01 INCREASE MAIN WIND-FORCE RES SYSTEM TENSION 1308- 462 PLI PER PAIR WIND SPEED - 110 MPH LATERAL BRACING: SHEAR 763- 498 PLI PER PAIR MEAN ROOF HEIGHT 25' TOP CHORD - CONTINUOUS EXPOSURE CATEGORY C BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y OCCUPANCY CATEGORY - 1 TRUSS SPACING - 24.0 IN. A 2001 3.00 X 4.00 5.3 3.1 OCEANLINE DIST - 1 MILES B 3001 4.00 X 4.00 CTR 2.2 4. FASTEN TRUSS TO BRG A LOAD CASE #1 C 2001 3.00 X 4.00 5.3 3.1 FOR 578 LBS OF UPLIFT, LUMBER STRESS INCREASE: 25.0% D 1170 5.00 X 7.00 CTR 3.0 WHILE PERMITTING NO UPWARD LOADING LIVE DEAD (PSF) E 1001 1.00 X 4.00 CTR CTR MOVEMENT OF WALL OR BRG. TOP CHD 20.0 22.0 F 1001 1.00 X 4.00 CTR CTR 5. FASTEN TRUSS TO BRG C BTM CHD 0.0 7.0 FOR 578 LBS OF UPLIFT, TOTAL 20.0 29.0 49.0 WHILE PERMITTING NO UPWARD SUPPORT CRITERIA MOVEMENT OF WALL OR BRG. JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 886 3- 8 C 886 3- 8 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX MEMBER FORCES (LBS) TOP CHORDS A-E 1365 C E-S = 972 C B-F = 972 C F-C = 1365 C BOTTOM CHORDS A-D = 1221 T D-C = 1221 T WEBS E-D = 422 T D-B = 507 T D-F = 422 T DL+LL DEFL = 0.29" IN D-C LL DEFL = 0.06" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 758 QUAN TYPE SPAN P1-Hl OVERHANGS JOB MARK 2 KD 180100 6 0 10000 970611/DEMOS PANTARAS/ROOFS I R2A 4x4= DG 10-00-10 B DG 10-03-04 HO 5-11 HO 4-03 12 6 1x4- lx4 i E F T 4-10-07 1 2 3x4= 2 3x4= A C BIL BIR 5x7= TC 8-09-08 1 9-00-081200 BC 17-10-00 -- 17-10-00 UniStar -- Version 39.6.2 PLATING CONFORMS TO TPI-95 NOTES: RUN DATE: 5- 9-97 PLATE VALUES MAY BE VERIFIED 1. TRUSSES MANUFACTURED BY - WITH ROBBINS MANUFACTURING. GRANGER TRUSS CSI SIZE LUMBER 1.15FB GRIP BASED ON SYP LUMBER USING 2. ANALYSIS CONFORMS TO TOP 0.47 2X 4 SP-#2ND 1550 GROSS AREA TEST METHOD. SSBC (ANSI/TPI 1-1995) . BTM 0.51 2X 4 SP-#2ND 1550 PLATES - 20 GAUGE LOCK 3. WIND LOADS - ANSI/ASCE 7-88 WBS 0.20 2X 4 SP-#3 980 GRIPPING 530-312 PSI PER PAIR TRUSS IS DESIGNED AS A REPETITIVE MEMBER STRESS USED. INCLUDES 25.0k INCREASE MAIN WIND-FORCE RES SYSTEM TENSION 1308- 462 PLI PER PAIR WIND SPEED - 110 MPH LATERAL BRACING: SHEAR 763- 498 PLI PER PAIR MEAN ROOF HEIGHT - 25' TOP CHORD - CONTINUOUS EXPOSURE CATEGORY - C BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y OCCUPANCY CATEGORY - 1 TRUSS SPACING - 24.0 IN. A 2001 3.00 X 4.00 3.2 2.1 OCEANLINE DIST - 1 MILES B 3001 4.00 X 4.00 CTR 2.2 4. FASTEN TRUSS TO ERG A LOAD CASE #1 C 2001 3.00 X 4.00 5.3 3.1 FOR 506 LBS OF UPLIFT, LUMBER STRESS INCREASE: 25.0% D 1170 5.00 X 7.00 CTR 3.0 WHILE PERMITTING NO UPWARD LOADING LIVE DEAD (PSF) E 1001 1.00 X 4.00 CTR CTR MOVEMENT OF WALL OR ERG. TOP CHD 20.0 22.0 F 1001 1.00 X 4.00 CTR CTR 5. FASTEN TRUSS TO ERG C BTM CHD 0.0 7.0 FOR 571 LBS OF UPLIFT, TOTAL 20.0 29.0 49.0 WHILE PERMITTING NO UPWARD SUPPORT CRITERIA MOVEMENT OF WALL OR ERG. JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 873 3- 8 C 873 3- 8 LEFT RIGHT HEEL 1IN - 12SX OIN - 4SX MEMBER FORCES (LBS) TOP CHORDS A-E = 1365 C E-B = 972 C B-F = 967 C F-C = 1369 C BOTTOM CHORDS A-D = 1221 T D-C = 1231 T WEBS E-D = 416 T D-B = 494 T D-F = 426 T DL+LL DEFL = 0.29" IN D-C LL DEFL = 0.06" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 749 QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 2 HIP7 180100 6 10000 10000 970611/DEMOS PANTARAS/ROOFS R2G 4x8= 4x4= DG 7-11-14 B C DG 7-11-14 HO 4-03 T3 __-__-- HO 4-03 12 - 6 3x4! 3x4- H I T 3 T 3 4 3 C 3- 4x7= 2 1 1 4x7= A -- - D BIL B1R F S1 E E 4x4= 5x6= 4x7= G J 1x4 II Ix4 II 0 0 0 o N TC 3 01-12 3-10-04 1 4-01-00 1 - 3-10-04 3-01-12 3-01-12 BC 3-01-1� 11-09-08 --- 18-01-00 -- UniStar -- Version 39.6.2 DL+LL DEFL = 0.31" IN B-C NOTES: RUN DATE: 5- 9-97 LL DEFL = 0.10" < BRG-SPAN/240 1. TRUSSES MANUFACTURED BY SPAN/DEFL (DL+LL) = 705 GRANGER TRUSS CSI SIZE LUMBER FB 2. ANALYSIS CONFORMS TO TOP 0.81 2X 4 SP-#2ND 1350 PLATING CONFORMS TO TPI-95 SSBC (ANSI/TPI 1-1995) . BTM 0.61 2X 6 SP-#2 1250 PLATE VALUES MAY BE VERIFIED 3. WIND LOADS - ANSI/ASCE 7-88 WBS 0.50 2X 4 SP-#3 850 WITH ROBBINS MANUFACTURING. TRUSS IS DESIGNED AS A EXCEPTIONS: GRIP BASED ON SYP LUMBER USING MAIN WIND-FORCE RES SYSTEM B-C 2X 4 SP-#1 1850 GROSS AREA TEST METHOD. WIND SPEED - 110 MPH PLATES - 20 GAUGE LOCK MEAN ROOF HEIGHT 25' LATERAL BRACING: GRIPPING 530-312 PSI PER PAIR EXPOSURE CATEGORY - C TOP CHORD - CONTINUOUS INCLUDES 25.0% INCREASE OCCUPANCY CATEGORY - 1 BTM CHORD - CONTINUOUS TENSION 1308- 462 PLI PER PAIR OCEANLINE DIST - 1 MILES TRUSS SPACING - 24.0 IN. SHEAR 763- 498 PLI PER PAIR 4. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. LOAD CASE #1 JT TYPE PLATE SIZE X Y 5, PROVIDE DRAINAGE TO LUMBER STRESS INCREASE: 25.0% A 2001 4.00 X 7.00 8.8 4.5 PREVENT WATER PONDING. LOADING LIVE DEAD (PLF) B 5150 4.00 X 8.00 2.2 CTR 6. FASTEN TRUSS TO BRG A TOP CHD 90.0 99.0 C 5101 4.00 X 4.00 CTR CTR FOR 949 LBS OF UPLIFT, BTM CHD 0.0 31.5 D 2001 4.00 X 7.00 8.8 4.5 WHILE PERMITTING NO UPWARD TOTAL 90.0 130.5 220.5 E 1070 4.00 X 7.00 CTR CTR MOVEMENT OF WALL OR BRG. CONCENTRATED LOADS (LBS) F 1030 4.00 X 4.00 CTR CTR 7. FASTEN TRUSS TO BRG D H 158 (LIVE) G 1001 1.00 X 4.00 2.5 0.5 FOR 949 LBS OF UPLIFT, H 130 (DEAD) H 1050 3.00 X 4.00 CTR CTR WHILE PERMITTING NO UPWARD G 60 (LIVE) I 1050 3.00 X 4.00 CTR CTR MOVEMENT OF WALL OR BRG. G 50 (DEAD) J 1001 1.00 X 4.00 2.5 0.5 8. GIRDER CONDITION: COMMON GIRDER TYPE. I 158 (LIVE) Si 1100 5.00 X 6.00 CTR 0.2 TIE-IN TRUSSES ON TOP&BTM I 130 (DEAD) WITH SPAN OF 7.000 ft. J 60 (LIVE) J 50 (DEAD) SUPPORT CRITERIA JT TYPE HORZ VERT WIDTH LBS LBS IN-SX A PIN 0 2391 3- 8 D HORZ RLR 0 2391 3- 8 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX MEMBER FORCES (LBS) TOP CHORDS A-H = 4530 C H-B = 3121 C B-C = 2796 C C-I = 3121 C I-D = 4530 C BOTTOM CHORDS A-G = 4058 T G-F = 4058 T F-S1 = 2796 T S1-E = 2796 T E-J = 4058 T J-D = 4058 T WEBS G-H = 216 T H-F = 1363 C F-B = 637 T B-E = 0 T E-C = 637 T E-I = 1363 C J-I = 216 T QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 2 HO 180100 6 0 10000 970611/DEMOS PANTARAS/ROOFS R2AG 6x10 DG 10-00-10 B DG 10-03-04 HO 5-11 HO 4-03 12 6 Fx4 i 3x4 G H T 4-10-07 Wi W4 2 W2R W3 W2L W3 6x12= A 5x14= BIL F Sl I BIR -- 3x711 7x10= 4x711 �j D I 3x7 11 4x10 II TC 8-09-08 1 9-00-081200 BC 10-09-04 7-00-12 17-10-00 UniStar -- Version 39.6.2 PLATES ARE FOR EACH PLY NOTES: RUN DATE: 5- 9-97 1. TRUSSES MANUFACTURED BY - PLATING CONFORMS TO TPI-95 GRANGER TRUSS **********+++•+ PLATE VALUES MAY BE VERIFIED 2. ANALYSIS CONFORMS TO + 2-PLY TRUSS + WITH ROBBINS MANUFACTURING. SSBC (ANSI/TPI 1-1995) . ++++•++++***+++ GRIP BASED ON SYP LUMBER USING 3. WIND LOADS - ANSI/ASCE 7-88 GROSS AREA TEST METHOD. TRUSS IS DESIGNED AS A CSI SIZE. LUMBER FB PLATES - 20 GAUGE LOCK MAIN WIND-FORCE RES SYSTEM TOP 0.84 2X 4 SP-#2ND 1350 GRIPPING 530-312 PSI PER PAIR WIND SPEED - 110 MPH BTM 0.96 2X10 SP-#2 1050 INCLUDES 25.0% INCREASE MEAN ROOF HEIGHT - 25' WBS 0.96 2X 4 SP-#3 850 TENSION 1308- 462 PLI PER PAIR EXPOSURE CATEGORY - C SHEAR 763- 498 PLI PER PAIR OCCUPANCY CATEGORY - 1 LATERAL BRACING: OCEANLINE DIST - 1 MILES TOP CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y 4. TIE-IN LOADS SHOWN WITHOUT BTM CHORD - CONTINUOUS A 2015 6.00 X12.00 14.9 6.9 DAMAGE TO TRUSS. TRUSS SPACING - 24.0 IN. @B 3050 6.00 X10.00 4.6 1.2 5. PREVENT TRUSS ROTATION AT C 2015 5.00 X14.00 17.1 5.8 ALL BEARING LOCATIONS. LOAD CASE #1 D 1001 3.00 X 7.00 4.6 1.5 6. FM3014LBS TRUSS TO BRG A LUMBER STRESS INCREASE: 25.0% E 1030R 4.00 X 7.00 4.6 CTR F OF UPLIFT, LOADING LIVE DEAD (PLF) F 1001 3.00 X 7.00 4.6 1.5 WERMITTING NO UPWARD TOP CHD 40.0 44.0 G 1050 3.00 X 4.00 1.5 1.5 MOVEMENT OF WALL OR BRG. BTM CHD 260.0 391.0 H 1050 3.00 X 4.00 CTR CTR 7, FAS TRUSS TO BRG C TOTAL 300.0 435.0 735.0 I 101OR 4.00 X10.00 CTR CTR F 2601 LBS OF UPLIFT, CONCENTRATED LOADS (LBS) S1 1100 7.00 X10.00 CTR 1.1 WH ERMITTING NO UPWARD I 2305 MOVEMENT OF WALL OR BRG. SUPPORT CRITERIA R = PLATE IS ROTATED BY 90 DEG 8, GIRDER CONDITION: JT REACT WIDTH JT REACT WIDTH @ PLATE DOES NOT MEET HANDLING COMMON GIRDER TYPE. LBS IN-SX LBS IN-SX REQUIREMENTS. VERIFICATION TIE-IN TRUSSES ON BTM CHD A 7466 4- 6 C 7945 4-11 REQUIRED. WITH SPAN OF 28.000 ft. 9. USE PROPERLY RATED HANGERS LEFT RIGHT FOR LOADS FRAMING INTO HEEL IIN - 12SX OIN - 4SX GIRDER TRUSS. 10. 2 COMPLETE TRUSSES REQUIRED. MEMBER FORCES (LBS) - EACH PLY FASTEN TRUSSES TOGETHER W/ TOP CHORDS lOd NAILS AS EACH LAYER IS A-G = 6164 C G-B = 4666 C APPLIED,STAGGERED AS FOLLOWS B-H = 6005 C H-C = 6751 C MEMBER ROWS SPACING(IN) BOTTOM CHORDS TOP CHD 1 12.0 A-F = 5513 T F-S1 = 5513 T BTM CHD 3 12.0 Si-E = 5513 T E = 4173 T WEBS 1 12.0 I-D = 6072 T D-C = 6072 T PLUS CLUSTERS OF NAILS IF WEBS SHOWN. F-G = 1384 T G-E = 1610 C E-B = 1828 T B-I 2990 T I-H = 1171 C D-H 1102 T DL+LL DEFL = 0.29" AT I LL DEFL = 0.16" < BRG-SPAN/240 SPAN/DEFL (DL+LL) - 728 QUAN TYPE SPAN Pl-H1 OVERHANGS JOB MARK 2 HO 180100 6 10000 10000 970611/DEMOS PANTARAS/ROOFS R2BG 6x10= DG 10-03-04 B DG 10-03-04 110 4-03 HO 4-03 12 3x4-- 3x4 6 G H 4-10-07 T W1 W4 C W2 W3 W2L W3 5x14% 5x14= A C B1L F S1 E I B1R 3x711 7x10= 5x711 b D I 3x7 I 4x8 II 0 0 � o �� 9-00-08 9-008 ry TC 0- _ + BC 11-00-04 7-00-12 18-01-00 - UniStar -- Version 39.6.2 PLATING CONFORMS TO TPI-95 NOTES: RUN DATE: 5- 9-97 PLATE VALUES MAY BE VERIFIED 1. TRUSSES MANUFACTURED BY - WITH ROBBINS MANUFACTURING. GRANGER TRUSS ********a*+++*+ GRIP BASED ON SYP LUMBER USING 2. ANALYSIS CONFORMS TO * 2-PLY TRUSS * GROSS AREA TEST METHOD. SSBC (ANSI/TPI 1-1995) . *******■**..+.+ PLATES - 20 GAUGE LOCK 3. WIND LOADS - ANSI/ASCE 7-88 GRIPPING 530-312 PSI PER PAIR TRUSS IS DESIGNED AS A CSI SIZE LUMBER FB INCLUDES 25.01 INCREASE MAIN WIND-FORCE RES SYSTEM TOP 0.84 2X 4 SP-#2ND 1350 TENSION 1308- 462 PLI PER PAIR WIND SPEED - 110 MPH BTM 0.95 2X10 SP-#2 1050 SHEAR 763- 498 PLI PER PAIR MEAN ROOF HEIGHT - 25' WBS 0.95 2X 4 SP-#3 850 EXPOSURE CATEGORY - C JT TYPE PLATE SIZE X Y OCCUPANCY CATEGORY - 1 LATERAL BRACING: A 2015 5.00 X14.00 17.1 5.8 OCEANLINE DIST - 1 MILES TOP CHORD - CONTINUOUS @B 3050 6.00 X10.00 4.6 1.2 4. TIE-IN LOADS SHOWN WITHOUT BTM CHORD CONTINUOUS C 2015 5.00 X14.00 17.1 5.8 DAMAGE TO TRUSS. TRUSS SPACING - 24.0 IN. D 1001 3.00 X 7.00 4.6 1.5 5. PREVENT TRUSS ROTATION AT E 1030R 5.00 X 7.00 4.6 CTR ALL BEARING LOCATIONS. LOAD CASE #1 F 1001 3.00 X 7.00 4.6 1.5 6. FARUSBSS O BRG A LUMBER STRESS INCREASE: 25.01 G 1050 3.00 X 4.00 1.5 1.5 FO 3148 LOFTUPLIFT, LOADING LIVE DEAD (PLF) H 1050 3.00 X 4.00 CTR CTR WH PERMITTING NO UPWARD TOP CHD 40.0 44.0 I 101OR 4.00 X 8.00 4.6 CTR MOVEMENT OF WALL OR BRG, BTM CHD 260.0 391.0 Si 1100 7.00 X10.00 CTR 1.1 7, F N RUSS TO BRG C TOTAL 300.0 435.0 735.0 F 2_65/ LBS OF UPLIFT, CONCENTRATED LOADS (LBS) R = PLATE IS ROTATED BY 90 DEG WHILE PERMITTING NO UPWARD I 2305 @ PLATE DOES NOT MEET HANDLING MOVEMENT OF WALL OR BRG. SUPPORT CRITERIA REQUIREMENTS. VERIFICATION 8. GIRDER CONDITION: JT REACT WIDTH JT REACT WIDTH REQUIRED. COMMON GIRDER TYPE. LBS IN-SX LBS IN-SX TIE-IN TRUSSES ON BTM CHD A 7545 4- 7 C 8050 4-12 WITH SPAN OF 28.000 ft. 9. USE PROPERLY RATED HANGERS LEFT RIGHT FOR LOADS FRAMING INTO HEEL OIN - 4SX OIN - 4SX GIRDER TRUSS. 10. 2 COMPLETE TRUSSES REQUIRED. MEMBER FORCES (LBS) - EACH PLY FASTEN TRUSSES TOGETHER W/ TOP CHORDS lOd NAILS AS EACH LAYER IS A-G = 6151 C G-B = 4652 .0 APPLIED,STAGGERED AS FOLLOWS B-H = 5986 C H-C = 6716 C MEMBER ROWS SPACING(IN) BOTTOM CHORDS TOP CHD 1 12.0 A-F = 5502 T F-SI = 5502 T BTM CHD 3 12.0 SI-E = 5502 T E-I = 4161 T WEBS 1 12.0 I-D = 6007 T D-C = 6007 T PLUS CLUSTERS OF NAILS IF WEBS SHOWN. F-G = 1425 T G-E = 1637 C E-B = 1874 T B-I = 2976 T I-H = 1161 C D-H = 1102 T DL+LL DEFL = 0.29" AT I LL DEFL = 0.16" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 740 PLATES ARE FOR EACH PLY QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 1 FLAT 270800 31003 0 0 970611/DEMOS PANTARAS/ROOFS R3G HO 3-10-03 HO 3-10-03 4x7= 5x4= 2x411 5x6= 4x4= 5x4= 4x7= A I T3 11 J S2 K Tl R L B 3-10-031 1 1 1 1 2 1 4 - B1R H B1L G S1 F E 4x7= 4x8= 5x6= 5x4= 4x7= C D 2x4 11 2x4 I I TC 27-08-00 BC 27-08-00 27-08-00 UniStar -- Version 39.6.2 PLATING CONFORMS TO TPI-95 NOTES: RUN DATE: 5- 9-97 PLATE VALUES MAY BE VERIFIED 1. TRUSSES MANUFACTURED BY - WITH ROBBINS MANUFACTURING. GRANGER TRUSS CSI SIZE LUMBER FB- GRIP BASED ON SYP LUMBER USING 2. ANALYSIS CONFORMS TO TOP 0.80 2X 6 SP-#2 1250 GROSS AREA TEST METHOD. SSBC (ANSI/TPI 1-1995) . BTM 0.92 2X 6 SP-#2 1250 PLATES - 20 GAUGE LOCK 3. WIND LOADS - ANSI/ASCE 7-88 WBS 0.98 2X 4 SP-#3 850 GRIPPING 530-312 PSI PER PAIR TRUSS IS DESIGNED AS A EXCEPTIONS: INCLUDES 25.0% INCREASE MAIN WIND-FORCE RES SYSTEM A-H 2X 4 SP-#2ND 1350 TENSION 1308- 462 PLI PER PAIR WIND SPEED - 110 MPH E-B SAME AS A-H SHEAR 763- 498 PLI PER PAIR MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY C LATERAL BRACING: JT TYPE PLATE SIZE X Y OCCUPANCY CATEGORY - 1 TOP CHORD - CONTINUOUS A 4010 4.00 X 7.00 2.0 2.0 OCEANLINE DIST - 1 MILES BTM CHORD - CONTINUOUS B 4010 4.00 X 7.00 2.0 2.0 4. PREVENT TRUSS ROTATION AT ONE BRACE - A-H E-B C 4000 2.00 X 4.00 2.5 1.0 ALL BEARING LOCATIONS. TRUSS SPACING - 24.0 IN. D 4000 2.00 X 4.00 2.5 1.0 5. PROVIDE DRAINAGE TO E 1050 4.00 X 7.00 5.0 2.0 PREVENT WATER PONDING. LOAD CASE #1 F 1050 5.00 X 4.00 CTR CTR 6. FAAUSS TO BRG D F 1627 BS OF UPLIFT, LUMBER STRESS INCREASE: 25.0$ G 1070 4.00 X 8.00 4.0 2.0 WH RMITTING NO UPWARD LOADING LIVE DEAD (PLF) H 1030 4.00 X 7.00 2.0 2.0 TOP CHD 90.0 99.0 I 1050 5.00 X 4.00 CTR CTR MOVEMENT OF WALL OR BRG. BTM CHD 0.0 31.5 J 1001 2.00 X 4.00 2.5 1.0 7. FAS TO BRG C K 1030 4.00 X 4.00 CTR CTR FOggtt162�7LS SOF UPLIFT, TOTAL 90.0 130.5 220.5 WHI RMITTING NO UPWARD SUPPORT CRITERIA L 1030 5.00 X 4.00 CTR CTR MOVEMENT OF WALL OR BRG. JT TYPE HORZ VERT WIDTH S1 1100 5.00 X 6.00 CTR 0.2 B GIRDER CONDITION: LBS LBS IN-SX S2 1100 5.00 X 6.00 CTR 0.2 COMMON GIRDER TYPE. D PIN 0 3050 3- 9 TIE-IN TRUSSES ON TOP&BTM C HORZ RLR 0 3050 3- 9 WITH SPAN OF 7.000 ft. MEMBER FORCES (LBS) TOP CHORDS A-I 4030 C I-J = 5979 C J-S2 = 5979 C S2-K = 5979 C K-L 5979 C L-B = 4030 C BOTTOM CHORDS D-H = 0 T H-G = 4030 T G-S1 = 5979 T S1-F = 5979 T F-E = 4030 T E-C = 0 T WEBS D-A = 2962 C A-H = 4706 T H-I = 2256 C I-G = 2293 T G-J = 1035 C G-K = 0 T F-K = 1035 C F-L = 2293 T E-L = 2256 C E-B = 4706 T C-B 2962 C DL+LL DEFL = 0.47" IN J-K LL DEFL = 0.32" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 708 QUAN TYPE SPAN P1-H1 OVERHANGS JOB I MARK 1 FLAT 270800 41003 0 0 970611/DEMOS PANTARAS/ROOFS 4 HO 4-10-03 3x4= HO 4-10-03 2x411 G 3x4= 3x4= 3x4= 2x411 A T1 I. H S2 I T1 R_ -- ---- B T10-01 434- 3 3 4 2 1 B1LB1R F S1 E D 3x4= 3x4= 3x4= C 3x5= 3x5= TC 27-08-00 BC 27-08-00 -- - 27-08-00 UniStar - Version 39.6.2 PLATING CONFORMS TO TPI-95 NOTES: RUN DATE: 5- 9-97 PLATE VALUES MAY BE VERIFIED 1. TRUSSES MANUFACTURED BY - WITH ROBBINS MANUFACTURING. GRANGER TRUSS CSI SIZE LUMBER 1.15FB GRIP BASED ON SYP LUMBER USING 2. ANALYSIS CONFORMS TO TOP 0.77 2X 4 SP-#1 2130 GROSS AREA TEST METHOD. SSBC (ANSI/TPI 1-1995) . BTM 0.86 2X 4 SP-#2ND 1550 PLATES - 20 GAUGE LOCK 3. WIND LOADS - ANSI/ASCE 7-88 WBS 0.63 2X 4 SP #3 980 GRIPPING 530-312 PSI PER PAIR TRUSS IS DESIGNED AS A REPETITIVE MEMBER STRESS USED. INCLUDES 25.0% INCREASE MAIN WIND-FORCE RES SYSTEM TENSION 1308- 462 PLI PER PAIR WIND SPEED - 110 MPH LATERAL BRACING: SHEAR 763- 498 PLI PER PAIR MEAN ROOF HEIGHT - 25' TOP CHORD - CONTINUOUS EXPOSURE CATEGORY - C BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y OCCUPANCY CATEGORY - 1 TWO BRACES - D-G I-C A 4000 2.00 X 4.00 CTR CTR OCEANLINE DIST - 1 MILES TRUSS SPACING - 24.0 IN. B 4000 2.00 X 4.00 CTR CTR 4. ANCHOR TRUSS FOR A TOTAL C 4010 3.00 X 5.00 CTR CTR HORIZONTAL LOAD OF 477 LBS. LOAD CASE #1 D 4010 3.00 X 5.00 CTR CTR 5. PROVIDE DRAINAGE TO LUMBER STRESS INCREASE: 25.0% E 1010 3.00 X 4.00 CTR CTR PREVENT WATER PONDING. LOADING LIVE DEAD (PSF) F 1010 3.00 X 4.00 CTR CTR 6. FASTEN TRUSS TO BRG D TOP CND 20.0 22.0 G 1010 3.00 X 4.00 1.5 1.5 FOR 762 LBS OF UPLIFT, BTM CHD 0.0 7.0 H 1010 3.00 X 4.00 CTR CTR WHILE PERMITTING NO UPWARD TOTAL 20.0 2.9.0 49.0 I 1010 3.00 X 4.00 2.5 1.5 MOVEMENT OF WALL OR BRG. SUPPORT CRITERIA Si 1100 3.00 X 4.00 CTR 0.2 7. FASTEN TRUSS TO BRG C JT TYPE HOR7. VERT WIDTH S2 1100 3.00 X 4.00 CTR 0.2 FOR 762 LBS OF UPLIFT, LBS LBS IN-SX WHILE PERMITTING NO UPWARD D PIN 0 1355 3- 8 MOVEMENT OF WALL OR BRG. C HORZ RLR 0 1355 3- 8 MEMBER FORCES (LBS) TOP CHORDS A-G = 165 T G-H = 1745 C H-S2 = 1745 C S2-I = 1745 C I-B = 165 T BOTTOM CHORDS D-F = 1541 T F-S1 = 2027 T SI-E = 2027 T F C = 1541 T WEBS D-A = 297 C D-G = 1833 C G-F = 461 T F-H = 401 C H-E = 401 C E-1 = 461 T I-C = 1833 C C-B = 297 C DL+LL DEFL = 0.32" IN A-G LL DEFL = 0.12" < BRG-SPAN/240 SPAN/DEFL (DL+LL) - 999 QUA,N TYPE SPAN P1-H1 OVERHANGS JOB MARK 1 SP 270800 30915 0 0 970611/DEMOS PANTARAS/ROOFS 5 3x4= 4x4= 12 4x4= M HO 3-09-15 HO 3-09 ! 6I D T4 2x4 II 5x8= T 2 5x4= 2x4 11 F G B C TS 5 6 5 5-10-03 6 4 1 1 13 1 4 14 Y" - BIL K Sl - J BIR A 2x411 3x8= 3x4= 3x8= H 3x4= 3x5= TC 6-11-08 4-00-08 9-08-00 1 4-00-08 2-11-08 BC 27-08-00 27-08-00 -- Version 39.6.2 PLATING CONFORMS TO TPI-95 NOTES: RUN DATE: 5- 9-97 PLATE VALUES MAY BE VERIFIED 1. TRUSSES MANUFACTURED BY - WITH ROBBINS MANUFACTURING. GRANGER TRUSS 2. ANALYSIS CONFORMS TO CSI SIZE LUMBER 1.15FB GRIP BASED ON SYP LUMBER USING SSBC (ANSI/TPI 1-1995) . TOP 0.93 2X 4 SP-#2ND 1550 GROSS AREA TEST METHOD. 3. WIND LOADS - ANSI/ASCE 7-88 BTM 0.66 2X 4 SP-#2ND 1550 PLATES - 20 GAUGE LOCK TRUSS IS DESIGNED AS A WBS 0.68 2X 4 SP-#3 980 GRIPPING 530-312 PSI PER PAIR MAIN WIND-FORCE RES SYSTEM REPETITIVE MEMBER STRESS USED. INCLUDES 25.0°% INCREASE TENSION 1308- 462 PLI PER PAIR WIND SPEED - 110 MPH 25' LATERAL BRACING: SHEAR 763- 498 PLI PER PAIR MEAN ROOF HEIGHT - EXPOSURE CATEGORY - C TOP CHORD - CONTINUOUS OCCUPANCY CATEGORY - 1 BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y A 4010 3.00 X 5.00 1.9 1.5 OCEANLINE DIST - 1 MILES TWO BRACES - A-C 4. ANCHOR TRUSS FOR A TOTAL TRUSS SPACING - 24.0 IN. B 4000 2.00 X 4.00 CTR CTR C 5094 5.00 X 8.00 1.5 3.5 HORIZONTAL LOAD OF 421 LBS. LOAD CASE #1 D 5101 4.00 X 4.00 CTR CTR 5. PROVIDE DRAINAGE TO E 5101 4.00 X 4.00 CTR CTR PREVENT WATER PONDING. LUMBER STRESS INCREASE: 25.0$ 6. FASTEN TRUSS TO BRG A LOADING LIVE DEAD (PSF) F 5094 5.00 X 4.00 2.0 3.5 FOR 723 LHS OF UPLIFT, TOP CHD 20.0 22.0 G 4000 2.00 X 4.00 CTR CTR WHILE PERMITTING NO UPWARD BTM CHD 0.0 7.0 H 403.00 X 4.00 CTR CTR MOVEMENT OF WALL OR BRG. TOTAL 20.0 29.0 49.0 J 10770 0 3.00 X 8.00 CTR CTR K 1070 3.00 X 8.00 CTR CTR 7. FASTEN TRUSS TO BRG H SUPPORT CRITERIA FOR 723 LBS OF UPLIFT, JT REACT WIDTH JT REACT WIDTH L 1001 2.00 X 4.00 CTR CTR WHILE PERMITTING NO UPWARD LBS IN-SX LBS IN-SX M 1010 3.00 X 4.00 CTR CTR MOVEMENT OF WALL OR BRG. A 1355 3- 8 H 1355 3- B Si 1100 3.00 X 4.00 CTR 0.2 MEMBER FORCES (LBS) TOP CHORDS B-C = 128 T C-D = 1808 C D-M = 1617 C M-E = 1276 C E-F = 1427 C F-G = 128 T BOTTOM CHORDS A-L = 1997 T L-K = 1997 T K-S1 = 1623 T Sl-J = 1623 T J-H = 990 T WEBS A-B = 293 C A-C = 2240 C L-C = 77 T C-K = 505 C K-D = 436 T K-M = 147 T M-J = 529 C J-E = 266 T J-F = 381 T F-H = 1542 C H-G = 125 C DL+LL DEFL = 0 67" IN B-C LL DEFL = 0.13" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 496 QUAN TYPE SPAN P1-Hl OVERHANGS JOB MARK 1 SP 270800 20915 0 0 970611/DEMOS PANTARAS/ROOFS 6 4x4= 4x4= HO 2-0° 15 D E HO 2-09-15 12 5x4 4 F 4x4= 6 2x4 11 G 12 2x4 I I T2 I 6 5x4= 2x41) 5x8= 20 8 H 6-10-03 B C 21 9 TL- 2 12 2 19 1 1 1 1 18 23 0 B1L L S1 M BIR K -- 2x411 3x8= 3x4= 3x8= 3x8= J A 3x4= 3x5= o 00 0 0 TC 4-11-08 B-00-08 12-05-00 1 4-00-00 5-07-08 1r' BC 27-08-00 27-08-00 _ UniStar -- Version 39.6.2 PLATING CONFORMS TO TPI-95 NOTES: RUN DATE: 5- 9-97 PLATE VALUES MAY BE VERIFIED 1. TRUSSES MANUFACTURED BY - WITH ROBBINS MANUFACTURING. GRANGER TRUSS CSI SIZE 1,UMBER 1.15FB GRIP BASED ON SYP LUMBER USING 2. ANALYSIS CONFORMS TO TOP 0.86 2X 4 SP-#2ND 1550 GROSS AREA TEST METHOD. SSBC (ANSI/TPI 1-1995) . BTM 0.52 2X 4 SP-#2ND 1550 PLATES - 20 GAUGE LOCK 3. WIND LOADS - ANSI/ASCE 7-88 WBS 0.69 2X 4 SP-#3 980 GRIPPING 530-312 PSI PER PAIR TRUSS IS DESIGNED AS A REPETITIVE MEMBER STRESS USED. INCLUDES 25.0% INCREASE MAIN WIND-FORCE RES SYSTEM TENSION 1308- 462 PLI PER PAIR WIND SPEED - 110 MPH LATERAL BRACING: SHEAR 763- 498 PLI PER PAIR MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y OCCUPANCY CATEGORY - 1 ONE BRACE - A-C A 4010 3.00 X 5.00 1.9 1.5 OCEANLINE DIST - 1 MILES TRUSS SPACING - 24.0 IN. B 4000 2.00 X 4.00 CTR CTR 4. ANCHOR TRUSS FOR A TOTAL C 5094 5.00 X 8.00 1.6 3.5 HORIZONTAL LOAD OF 366 LBS. LOAD CASE #1 D 5093 4.00 X 4.00 2.0 2.0 S. PROVIDE DRAINAGE TO LUMBER STRESS INCREASE: 25.0% E 5101 4.00 X 4.00 CTR CTR PREVENT WATER PONDING. LOADING LIVE DEAD (PSF) F 5094 5.00 X 4.00 2.0 3.5 6. FASTEN TRUSS TO BRG A TOP CHD 20.0 22.0 G 5101 4.00 X 4.0'0 CTR CTR FOR 723 LBS OF UPLIFT, BTM CHD 0.0 7.0 H 5094 5.00 X 4.00 2.0 3.5 WHILE PERMITTING NO UPWARD TOTAL 20.0 79.0 49.0 I 4000 2.00 X 4.00 CTR CTR MOVEMENT OF WALL OR BRG.SUPPORT CRITERIA J 4010 3.00 X 4.00 CTR CTR 7. FASTEN TRUSS TO BRG J FOR 723 LBS OF UPLIFT, JT REACT WIDTH JT REACT WIDTH K 1070 3.00 X 8.00 CTR CTR WHILE PERMITTING NO UPWARD LBS IN-SX LBS IN-SX L 1070 3.00 X 8.00 CTR CTR A 1355 3- 8 .J 1355 3- 8 M 1074 3.00 X 8.00 CTR CTR MOVEMENT OF WALL OR BRG. N 1001 2.00 X 4.00 CTR CTR 0 1001 2.00 X 4.00 CTR CTR MEMBER FORCES (LBS) Si 1100 3.00 X 4.00 CTR 0.2 TOP CHORDS B-C = 92 T C-N = 2022 C N-D = 2022 C D-E = 1425 C E-F = 1593 C F G = 1272 C G-H = 1422 C H I = 92 T BOTTOM CHORDS A-0 = 2176 T O L = 2176 T L-S1 = 1418 T SI-M = 1418 T M-K = 1644 T K J = 480 T WEBS A-B = 209 C A = 2444 C O-C = 63 T C-L = 434 C L-N = 338 C I.-D = 748 T D-M = 97 T M-E = 541 T M-F = 532 C F = 622 C K-G = 232 T K-H = 869 T H-J = 1357 C J-I = 41 C DL+LL DEFL = 0.34" IN G-H LL DEFL = 0.13" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 966 QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 1 SP 310800 10915 0 0 970611/DEMOS PANTARAS/ROOFS / = HO 1-09-1' 4x4 12D DG 6-06-04 �6 HO 2-04-03 12 3 6 F3x4\\ 5x4= 5x4= 12 L E F T2 - 6 6 7-03-03 7 5 2x411 2x4 11 5x9= 9 M B C 5 8 11 12 89 1 13 ? - - ------- -- -- - K BIL J Sl I BIR A 3x4= 3x4= 3x4= 3x8= G 5x4= 3x4= TC 2-11-08 1 10-10-08 1 5-03-004-00_--00 4-07-00 BC 27-08-00 -_ -- 27-08-00 -- - -- - UniStar -- Version 39.6.2 PLATING CONFORMS TO TPI-95 NOTES: RUN DATE: 5- 9-97 PLATE VALUES MAY BE VERIFIED 1. TRUSSES MANUFACTURED BY - WITH ROBBINS MANUFACTURING. GRANGER TRUSS CSI SIZE LUMBER 1.15FB GRIP BASED ON SYP LUMBER USING 2. ANALYSIS CONFORMS TO TOP 0.98 2X 4 SP #2ND 1550 GROSS AREA TEST METHOD. SSBC (ANSI/TPI 1-1995) . BTM 0.64 2X 4 SP 42ND 1550 PLATES - 20 GAUGE LOCK 3. WIND LOADS - ANSI/ASCE 7-88 WBS 0.85 2X 4 SP 93 980 GRIPPING 530-312 PSI PER PAIR TRUSS IS DESIGNED AS A REPETITIVE MEMBER STRESS USED. INCLUDES 25.0% INCREASE MAIN WIND-FORCE RES SYSTEM TENSION 1308- 462 PLI PER PAIR WIND SPEED - 110 MPH LATERAL BRACING: SHEAR 763- 498 PLI PER PAIR MEAN ROOF HEIGHT - 25' TOP CHORD - CONTINUOUS EXPOSURE CATEGORY C BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y OCCUPANCY CATEGORY - 1 ONE BRACE - F-G A 4010 5.00 X 4.00 CTR 1.8 OCEANLINE DIST - 1 MILES TRUSS SPACING - 24 0 IN. B 4000 2.00 X 4.00 CTR CTR 4, ANCHOR TRUSS FOR A TOTAL C 5094 5.00 X 9.00 1.8 3.5 HORIZONTAL LOAD OF 347 LBS. LOAD CASE #1 D 3010 4.00 X 4.00 CTR 2.2 5. PROVIDE DRAINAGE TO LUMBER STRESS INCREASE: 25.0% E 5094 5.00 X 4.00 2.0 3.5 PREVENT WATER PONDING. LOADING LIVE DEAD (PSF) F 5110 5.00 X 4.00 CTR 2.2 6. FASTEN TRUSS TO BRG A TOP CHD 20.0 22. 0 G 4010 3.00 X 4.00 CTR CTR FOR 723 LBS OF UPLIFT, BTM CHD 0.0 7.0 I 1070 3.00 X 8.00 CTR CTR WHILE PERMITTING NO UPWARD TOTAL 20.0 29.0 49.0 J 1010 3.00 X 4.00 CTR CTR MOVEMENT OF WALL OR BRG. SUPPORT CRITERIA K 1050 3.00 X 4.00 CTR CTR 7. FASTEN TRUSS TO BRG G JT REACT WIDTH JT REACT WIDTH L 1012R 3.00 X 4.00 2.0 1.9 FOR 723 LBS OF UPLIFT, LBS IN-SX LBS IN-SX M 4100 2.00 X 4.00 CTR CTR WHILE PERMITTING NO UPWARD A 1355 3- 8 G 1355 3- 8 S1 1100 3.00 X 4.00 CTR 0.2 MOVEMENT OF WALL OR BRG. R = PLATE IS ROTATED BY 90 DEG MEMBER FORCES (LBS) TOP CHORDS B-C = 56 T C-1, = 2607 C L-D = 1743 C D F = 2064 C E-F = 1846 C F M = 176 T BOTTOM CHORDS A-K = 2332 T K-J = 1840 T J-S1 = 1330 T S1-I = 1330 T I-G = 1163 T WEBS A-B = 125 C A-C = 2627 C K-C = 315 T K-1, = 625 T L-J = 535 C J-D = 613 T D-I = 858 T I F = 1312 C I-F = 1009 T F = 1603 C G-M = 222 T DL+LL DEFL = 0.40" IN D-E LL DEFL = 0.14" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 837 QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 1 SP 310800 915 0 0 970611/DEMOS PANTARAS/ROOFS 8 4x4- DG 4-05-09 DG 15-07 08 D - I HO 4-03 6 HO 2-04-03 3x4-- M 12 3 12 6F3x4 -�6 L Sx4 4x8= T E -�- F 7-03-03 16 5 2x411 17 N - 8 10 14 15 9 9 12 3 C B1L B Sl I B1R ---H 2x411 3x87 3x4= 3x8 2x411 G 3x4- TC 13-10-00 7-03-00 _ 4-00-00 2-07-00 BC 27-08-00 27-08-00 - ---- - RUN AT - 5- 9- 7 39.6.2 PLATING CONFORMS TO TPI-95 NOTES: RUN DATE: 5- 9-97 PLATE VALUES MAY BE VERIFIED 1. TRUSSES MANUFACTURED BY - WITH ROBBINS MANUFACTURING. GRANGER TRUSS ANALYSIS CONFORMS TO CSI SIZE I,l1MBER 1.15FB GRIP BASED ON SYP LUMBER USING 2. SSBC (ANSI/TPI 1-1995) . TOP 0.92 2X 4 SP-#2ND 1550 GROSS AREA TEST METHOD. 3- WIND LOADS - ANSI/ASCE 7-88 BTM 0.56 2X 4 SP-#2ND 1550 PLATES - 20 GAUGE LOCK WBS 0.78 2X 4 SP-#3 980 GRIPPING 530-312 PSI PER PAIR TRUSS IS DESIGNED AS A INCLUDES 25.0% INCREASE MAIN WIND-FORCE RES SYSTEM REPETITIVE MEMBER STRESS USED. WIND SPEED - 110 MPH TENSION 1308- 462 PLI PER PAIR SHEAR 763- 498 PLI PER PAIR MEAN ROOF HEIGHT - 25' LATERAL BRACING: EXPOSURE CATEGORY - C TOP CHORD - CONTINUOUS OCCUPANCY CATEGORY - 1 BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y A 2001 3.00 X 5.00 6.2 3.4 OCEAN LINE DIST - 1 MILES TRUSS SPACING - 24"0 IN- 4, ANCHOR TRUSS FOR A TOTAL B 1070 3.00 X 8.00 CTR CTR C 1001 2.00 X 4.00 CTR CTR HORIZONTAL LOAD OF 370 LBS. LOAD CASE #1 5. PROVIDE DRAINAGE TO LUMBER STRESS INCREASE: 25.0% D 3001 4.00 X 4.00 CTR 2.2 PREVENT WATER PONDING. LOADING LIVE DEAD (PSF) E 5094 5.00 X 4.00 2.0 3.5 TOP CHD 20.0 22.0 F 5170 4.00 X 8.00 2.4 1.8 6. FASTEN TRUSS TO BRG A G 4010 3.00 X 4.00 CTR CTR FOR 731 LBS OF UPLIFT, BTM CHD 0.0 7-0 WHILE PERMITTING NO UPWARD TOTAL 20.0 29.0 49.0 H 1001 2.00 X 4.00 CTR CTR MOVEMENT OF WALL OR BRG. SUPPORT CRITERIA I 1070 3.00 X 8.00 CTR CTR L 1050 3.00 X 4.00 CTR CTR 7. FASTEN TRUSS TO BRG G JT REACT WIDTH JT REACT WIDTH FOR 715 LBS OF UPLIFT, LBS IN-SX LBS IN-SX M 1010 3.00 X 4.00 CTR CTR WHILE PERMITTING NO UPWARD A 1369 3- 8 G 1341 3- 8 N 4100 2.00 X 4.00 CTR CTR MOVEMENT OF WALL OR BRG. S1 1100 3.00 X 4.00 CTR 0.2 LEFT RIGHT HEEL OIN - 4SX MEMBER FORCES (LHS) TOP CHORDS A-L = 2214 C L-D = 1508 C D-M = 1503 C M = 2256 C E-F = 2024 C F = 136 T BOTTOM CHORDS A-C = 1980 T C-B = 1980 T B-S1 = 1676 T S1-I = 1676 T I-H = 946 T H G = 946 T WEBS C-L = 95 T L-B = 721 C B-D = 909 T P-M = 569 C M-I = 603 T I-E = 1316 C I-F = 1407 T H = 47 T F-G = 1548 C G-N = 141 T DL+LL DEFL = 0.3Q" IN L-D LL DEFL = 0.14" , ARG-SPAN/240 SPAN/DEFL (DL+LL) = 849 QUAN TYPE SPAN Pl-H1 OVERHANGS JOB MARK 1 SP 310800 6 0 0 970611/DEMOS PANTARAS/ROOFS 9 5x5 DG 11 07-08 B 12 DG 3-01-01 _ HO 4 n3 HO 2-04-03 �6 3x4-- 12 x4-32 K 6 2 . 2x4 V1 12 J 6 T 2 5x4= 5x4= 7-03-03 3 C D 2x411 4 4 L 5 1 6 7 3x5= B1L I S1 H B1R G -- 3x4= 3x4= 3x4= 3x8= E 3x4= 0 0 0 TC 13-10-00 8-09-00 4-00-00 1- BC 27-08-00 27-08-00 UniStar -- Version 39.6.2 PLATING CONFORMS TO TPI-95 NOTES: RUN DATE: 5- 9-97 PLATE VALUES MAY BE VERIFIED 1. TRUSSES MANUFACTURED BY - WITH ROBBINS MANUFACTURING. GRANGER TRUSS CSI SIZE LUMBER 1.15FB GRIP BASED ON SYP LUMBER USING 2. ANALYSIS CONFORMS TO TOP 0.93 2X 4 SP-#2ND 1550 GROSS AREA TEST METHOD. SSBC (ANSI/TPI 1-1995) . BTM 0.59 2X 4 SP-#2ND 1550 PLATES - 20 GAUGE LOCK 3. WIND LOADS - ANSI/ASCE 7-88 WBS 0.88 2X 4 SP-#3 980 GRIPPING 530-312 PSI PER PAIR TRUSS IS DESIGNED AS A REPETITIVE MEMBER STRESS USED. INCLUDES 25.0k INCREASE MAIN WIND-FORCE RES SYSTEM TENSION 1308- 462 PLI PER PAIR WIND SPEED - 110 MPH LATERAL BRACING: SHEAR 763- 498 PLI PER PAIR MEAN ROOF HEIGHT - 25' TOP CHORD - CONTINUOUS EXPOSURE CATEGORY - C BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y OCCUPANCY CATEGORY - 1 TRUSS SPACING 24.0 IN. A 2001 3.00 X 5.00 6.2 3.4 OCEANLINE DIST - 1 MILES B 3030 5.00 X 5.00 1.9 2.4 4. ANCHOR TRUSS FOR A TOTAL LOAD CASE #1 C 5094 5.00 X 4.00 2.0 3.5 HORIZONTAL LOAD OF 370 LBS. LUMBER STRESS INCREASE: 25.0% D 5093 5.00 X 4.00 2.0 2.5 5. PROVIDE DRAINAGE TO LOADING LIVE DEAD (PSF) E 4010 3.00 X 4.00 CTR CTR PREVENT WATER PONDING. TOP CHD 20.0 22.0 G 1070 3.00 X 8.00 4.8 1.5 6. FASTEN TRUSS TO BRG A BTM CHD 0.0 7.0 H 1050 3.00 X 4.00 CTR CTR FOR 731 LBS OF UPLIFT, TOTAL 20.0 29.0 49.0 I 1050 3.00 X 4.00 CTR CTR WHILE PERMITTING NO UPWARD SUPPORT CRITERIA J 1001 2.00 X 4.00 CTR CTR MOVEMENT OF WALL OR BRG. JT REACT WIDTH JT REACT WIDTH K 1010 3.00 X 4.00 CTR CTR 7. FASTEN TRUSS TO BRG E LBS IN-SX LBS IN-SX L 4100 2.00 X 4.00 CTR CTR FOR 715 LBS OF UPLIFT, A 1369 3- 8 E 1341 3- 8 S1 1100 3.00 X 4.00 CTR 0.2 WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. LEFT RIGHT HEEL OIN - 4SX MEMBER FORCES (LBS) TOP CHORDS A-J = 2210 C J-B = 2097 C B-K = 1623 C K-C = 2406 C C-D = 2158 C D-L = 106 T BOTTOM CHORDS A-I = 1977 T I-Sl = 1340 T S1-H = 1340 T H-G = 1748 T G-E = 530 T WEBS J-I = 528 C I-B = 822 T B-H = 582 T H-K = 551 C K-G = 606 T G-C = 1417 C G-D = 1941 T D-E = 1377 C E-L = 81 T DL+LL DEFL = 0.41" IN J-B LL DEFL = 0.15" < BRG-SPAN/240 SPAN/DEFL (DL+1,1,) = 807 QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 1 HIPP 270800 6 10000 0 970611/DEMOS PANTARAS/ROOFS R10 4x4=-= 4x4= DG 14-CH-05 B C DG 14-08-05 HO 4-03 T3 _ HO 4-03 12 6 Fx4 11 2x4 11 I 4 J 2 6-10-03 T 8 3 8 1 1 3x5 3x5= A D BIL S1 F-.Q- - B1R G H 3x4= 3x4= 3x4= 3x4= 0 0 0 o m TC 13-00-00 1__ 1 13_00-00 BC 27-08-00 27-08-00 - UniStar - Version 39.6.2 PLATING CONFORMS TO TPI-95 NOTES: RUN DATE: 5- 9-97 PLATE VALUES MAY BE VERIFIED 1. TRUSSES MANUFACTURED BY - WITH ROBBINS MANUFACTURING. GRANGER TRUSS CSI SIZE LUMBER 1.15FB GRIP BASED ON SYP LUMBER USING 2. ANALYSIS CONFORMS TO TOP 0.87 2X 4 SP-#2ND 1550 GROSS AREA TEST METHOD. SSBC (ANSI/TPI 1-1995) . BTM 0.58 2X 4 SP-#2ND 1550 PLATES - 20 GAUGE LOCK 3. WIND LOADS - ANSI/ASCE 7-88 WBS 0.96 2X 4 SP-#3 980 GRIPPING 530-312 PSI PER PAIR TRUSS IS DESIGNED AS A REPETITIVE MEMBER STRESS USED. INCLUDES 25.01 INCREASE MAIN WIND-FORCE RES SYSTEM TENSION 1308- 462 PLI PER PAIR WIND SPEED - 110 MPH LATERAL BRACING: SHEAR 763- 498 PLI PER PAIR MEAN ROOF HEIGHT - 25' TOP CHORD - CONTINUOUS EXPOSURE CATEGORY - C BTM CHORD - CON'T'INUOUS JT TYPE PLATE SIZE X Y OCCUPANCY CATEGORY - 1 TRUSS SPACING - 24.0 IN. A 2001 3.00 X 5.00 6.2 3.4 OCEANLINE DIST - 1 MILES B 5130 4.00 X 4.00 CTR CTR 4. ANCHOR TRUSS FOR A TOTAL LOAD CASE #1 C 5110 4.00 X 4.00 CTR CTR HORIZONTAL LOAD OF 200 LBS. LUMBER STRESS INCREASE: 25.0% D 2001 3.00 X 5.00 6.2 3.4 5. FASTEN TRUSS TO BRG A LOADING LIVE DEAD (PSF) F 1050 3.00 X 4.00 CTR CTR FOR 781 LBS OF UPLIFT, TOP CHD 20.0 22.0 G 1030 3.00 X 4.00 CTR CTR WHILE PERMITTING NO UPWARD BTM CHD 0.0 7.0 H 1050 3.00 X 4.00 CTR CTR MOVEMENT OF WALL OR BRG. TOTAL 20.0 2.9.0 49.0 I 1001 2.00 X 4.00 CTR CTR 6. FASTEN TRUSS TO BRG D SUPPORT CRITERIA J 1001 2.00 X 4.00 CTR CTR FOR 723 LBS OF UPLIFT, JT REACT WIDTH JT REACT WIDTH Si 1100 3.00 X 4.00 CTR 0.2 WHILE PERMITTING NO UPWARD LBS IN-SX LBS IN-SX MOVEMENT OF WALL OR BRG. A 1355 3- 8 D 1355 3- 8 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX MEMBER FORCES (LBS) TOP CHORDS A-I = 2243 C T-B = 2243 C B-C = 1411 C C J = 2243 C J-D = 2243 C BOTTOM CHORDS A-H = 2003 T IT S1 = 1411 T S1-F = 1411 T F G = 1400 T G-D = 2003 T WEBS H-I = 534 C H-B = 860 T F-B = 135 T F-C = 131 T C-G = 876 T -J = 534 C DL+LL DEFL = 0.37" IN C-J LL DEFL = 0.15" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 909 QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 1 HIPP 270800 6 10000 0 970611/DEMOS PANTARAS/ROOFS Rll 4x4- 4x8- DG 12-05-nyB C DG 12-05-08 HO 4-03 T3 __ HO 4-03 12 6�x4G 3x4 I J 2 5-10-03 T 3 4 3 1 1 2 3x5= 3x5= D A �/._..... B1R G H BIL F S1 E 2x411 3x8= 3x4="= 3x4= 2.x411 0 TC N 11-00-00 1 5-0800 11 00-00 BC 27-08-00 27-08-00 --- UniStar - Version 39.6.2 PLATING CONFORMS TO TPI-95 NOTES: RUN DATE: 5- 9-c'7 PLATE VALUES MAY BE VERIFIED 1. TRUSSES MANUFACTURED BY WITH ROBBINS MANUFACTURING. GRANGER TRUSS CSI SIZE T,IJMBER 1.15FB GRIP BASED ON SYP LUMBER USING 2. ANALYSIS CONFORMS TO TOP 0.85 2X 4 SP-#2ND 1550 GROSS AREA TEST METHOD. SSBC (ANSI/TPI 1-1995) . BTM 0.52 2X 4 SP-#2ND 1550 PLATES - 20 GAUGE LOCK 3. WIND LOADS - ANSI/ASCE 7-88 WBS 0.40 2X 4 SP-#3 980 GRIPPING 530-312 PSI PER PAIR TRUSS IS DESIGNED AS A REPETITIVE MEMBER STRESS USED. INCLUDES 25.0% INCREASE MAIN WIND-FORCE RES SYSTEM TENSION 1308- 462 PLI PER PAIR WIND SPEED - 110 MPH LATERAL BRACING: SHEAR 763- 498 PLI PER PAIR MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y OCCUPANCY CATEGORY - 1 TRUSS SPACING - 24.0 IN. A 2001 3.00 X 5.00 5.8 , 3.0 OCEANLINE DIST 1 MILES B 5101 4.00 X 4.00 CTR CTR 4. ANCHOR TRUSS FOR A TOTAL LOAD CASE #1 C 5150 4.00 X 8.00 2.2 CTR HORIZONTAL LOAD OF 175 LBS. LUMBER STRESS INCREASE: 25.0 D 2001 3.00 X 5.00 5.8 3.0 S. FASTEN TRUSS TO BRG A LOADING LIVE DEAD (PSF) E 1050 3.00 X 4.00 CTR CTR FOR 781 LBS OF UPLIFT, TOP CHD 20.0 22.0 F 1070 3.00 X 8.00 CTR CTR WHILE PERMITTING NO UPWARD BTM CHD 0.0 1.0 G 1001 2.00 X 4.00 CTR CTR MOVEMENT OF WALL OR BRG. TOTAL 20.0 29.0 49.0 H 1001 2.00 X 4.00 CTR CTR 6. FASTEN TRUSS TO BRG D SUPPORT CRITERIA I 1050 3.00 X 4.00 CTR CTR FOR 723 LBS OF UPLIFT, JT REACT WIDTH JT REACT WIDTH J 1050 3.00 X 4.00 CTR CTR WHILE PERMITTING NO UPWARD LBS IN-SX LBS IN-SX Si 1100 3.00 X 4.00 CTR 0.2 MOVEMENT OF WALL OR BRG. A 1355 3- 8 I? 1355 3- 8 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX MEMBER FORCES (LBS) TOP CHORDS A-I = 2349 C T = 1795 C B-C = 1603 C C = 1795 C J-D = 2349 C BOTTOM CHORDS A-H = 2097 T 11-F = 2097 T F-S1 = 1603 T SI-E = 1603 T E-G = 2097 T G D = 2097 T WEBS H-I = 75 T I F = 566 C F-B = 352 T F C = 97 T E-C = 352 T F .t = 566 C G-J = 75 T DL+LL DEFL = 0.45" IN B-C LL DEFL = 0.14" < ARG-SPAN/240 SPAN/DEFL (DL+LL) = 735 QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 1 HIPP 270800 6 10000 0 970611/DEMOS PANTARAS/ROOFS R12 4x4= 3x4H 4x4= DG 10-02-11 B � C DG 10-02-11 HO 4-03 3- __ HO 4-03 12 - 6�x4� 2x4 G I 3 2 4-10-03 T 2 3 2 3x5= 3x5= 1 D A B1L F S1 -g B1R 3x8= 3x4- 3x8= 0 0 9-08-00 9-00-00 TC � 9-00-00 _ -- BC 27-08-00 27-08-00 - UniStar -- Version 39.6.2 PLATING CONFORMS TO TPI-95 NOTES: RUN DATE: 5- 9-97 PLATE VALUES MAY BE VERIFIED 1. TRUSSES MANUFACTURED BY WITH ROBBINS MANUFACTURING. GRANGER TRUSS CSI SIZE LUMBER 1.15FB GRIP BASED ON SYP LUMBER USING 2. ANALYSIS CONFORMS TO TOP 0.53 2X 4 SP-#2ND 1550 GROSS AREA TEST METHOD. SSBC (ANSI/TPI 1-1995) . BTM 0.72 2X 4 SP-#2ND 1550 PLATES - 20 GAUGE LOCK 3. WIND LOADS - ANSI/ASCE 7-88 WBS 0.25 2X 4 SP-#3 980 GRIPPING 530-312 PSI PER PAIR TRUSS IS DESIGNED AS A REPETITIVE MEMBER STRESS USED. INCLUDES 25.0% INCREASE MAIN WIND-FORCE RES SYSTEM TENSION 1308- 462 PLI PER PAIR WIND SPEED - 110 MPH LATERAL BRACING: SHEAR 763- 498 PLI PER PAIR MEAN ROOF HEIGHT 25' TOP CHORD - CONTINUOUS EXPOSURE CATEGORY - C BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y OCCUPANCY CATEGORY - 1 TRUSS SPACING - 24.0 IN. A 2001 3.00 X 5.00 5.8 3.0 OCEANLINE DIST - 1 MILES B 5101 4.00 X 4.00 CTR CTR 4. ANCHOR TRUSS FOR A TOTAL LOAD CASE #1 C 5101 4.00 X 4.00 CTR CTR HORIZONTAL LOAD OF 150 LBS. LUMBER STRESS INCREASE: 25.0% D 2001 3.00 X 5.00 5.8 3.0 S. FASTEN TRUSS TO BRG A LOADING LIVE DEAD (PSF) E 1070 3.00 X 8.00 CTR CTR FOR 781 LBS OF UPLIFT, TOP CHD 20.0 22.0 F 1070 3.00 X 8.00 CTR CTR WHILE PERMITTING NO UPWARD BTM CHD 0.0 7.0 G 1001 2.00 X 4.00 CTR CTR MOVEMENT OF WALL OR BRG. TOTAL 20.0 29.0 49.0 H 1010 3.00 X 4.00 CTR CTR 6. FASTEN TRUSS TO BRG D SUPPORT CRITERIA I 1001 2.00 X 4.00 CTR CTR FOR 723 LBS OF UPLIFT, JT REACT WIDTH JT REACT WIDTH Sl 1100 3.00 X 4.00 CTR 0.2 WHILE PERMITTING NO UPWARD LBS IN-SX LBS IN-SX MOVEMENT OF WALL OR BRG. A 1355 3- 8 D 1355 3- 8 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX MEMBER FORCES (LBS) TOP CHORDS A-G = 2388 C G-B = 2007 C B-H = 1791 C H-C = 1791 C C-I = 2007 C I-D = 2388 C BOTTOM CHORDS A-F = 2130 T F-Sl = 2006 T SI-E = 2006 T E-D = 2130 T WEBS G-F = 392 C F-B = 526 T F-H = 296 C H-E = 296 C E-C = 526 T E-I = 392 C DL+LL DEFL = 0.26" IN B-H LL DEFL = 0.15" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 999 QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 1 HIP7 270800 6 10000 0 970611/DEMOS PANTARAS/ROOFS R13G 5x9= 4x4= 2x411 5x9 DG 7-11-14 12 g M N C DG 7-11-14 HO 4-03T3 '0 -03 T 6 3x4 3x H I 3-10-03 T 3 10 3 10 3 10 3 5x14= 5x14 A 1 1 = L L S1 K e BIR b F 4x4= 5x6 4x8= E 4x4= 4x4= J G 2x411 2x4 11 0 0 cl TC .l 3-01-12 3-10-04 13-08-00 _ 3-10-04 3-0-01-12 BC 3-01-12 21-04 08 1 3-01-12 27-08-00 _-- UniStar -- Version 39.6.2 MEMBER FORCES (LBS) NOTES:. RUN DATE: 5- 9-97 E-C = 645 T E-I = 1392 C 1. TRUSSES MANUFACTURED BY - J-I = 216 T GRANGER TRUSS CSI SIZE LUMBER FB 2. ANALYSIS CONFORMS TO TOP 0.76 2X 4 SP-#1 1850 DL+LL DEFL = 0.48" IN M-N SSBC (ANSI/TPI 1-1995) . BTM 0.94 2X 6 SP-#2 1250 LL DEFL = 0.30" < BRG--SPAN/240 3. WIND LOADS - ANSI/ASCE 7-88 WBS 0.58 2X 4 SP-#3 850 SPAN/DEFL (DL+LL) = 690 TRUSS IS DESIGNED AS A EXCEPTIONS: MAIN WIND-FORCE RES SYSTEM B-M 2X 6 SP-#2 1250 PLATING CONFORMS TO TPI-95 WIND SPEED - 110 MPH M-N N-C SAME AS B-M PLATE VALUES MAY BE VERIFIED MEAN ROOF HEIGHT - 25' WITH ROBBINS MANUFACTURING. EXPOSURE CATEGORY .- C LATERAL BRACING: GRIP BASED ON SYP LUMBER USING OCCUPANCY CATEGORY - 1 TOP CHORD - CONTINUOUS GROSS AREA TEST METHOD. OCEANLINE DIST - 1 MILES BTM CHORD - CONTINUOUS PLATES - 20 GAUGE LOCK 4. PREVENT TRUSS ROTATION AT TRUSS SPACING - 24.0 IN. GRIPPING 530-312 PSI PER PAIR ALL BEARING LOCATIONS. INCLUDES 25.0% INCREASE 5. PROVIDE DRAINAGE TO LOAD CASE #1 TENSION 1308- 462 PLI PER PAIR PREVENT WATER PONDING. LUMBER STRESS INCREASE: 25.0% SHEAR 763- 498 PLI PER PAIR 6. F N TRUSS TO BRG A LOADING LIVE DEAD (PLF) F R136 LBS OF UPLIFT, TOP CHD 90.0 99.0 JT TYPE PLATE SIZE. X Y (FASTENN HILE PE MITTING NO UPWARD BTM CHD 0.0 31.5 A 2016 5.00 X14.00 9.0 3.7 OVEMETF WALL OR BRG. TOTAL 90.0 130.5 220.5 ** JOINT A ** REQUIRES WEDGE 7. TR SS TO BRG D CONCENTRATED LOADS (LBS) B 5150 5.00 X 9.'00 2.7 3.5 OR1229 BS OF UPLIFT, H 158 (LIVE) C 5150 5.00 X 9.00 2.7 3.5 WFIiL$� RMITTING NO UPWARD H 130 (DEAD) D 2016 5.00 X14.00 9.0 3.7 MOVEMENT OF WALL OR BRG. G 60 (LIVE) ** JOINT D ** REQUIRES WEDGE 8. GIRDER CONDITION: G 50 (DEAD) E 1050 4.00 X 4.00 CTR CTR COMMON GIRDER TYPE. I 158 (LIVE) F 1030 4.00 X 4.00 CTR CTR TIE-IN TRUSSES ON TOP&BTM I 130 (DEAD) G 1001 2.00 X 4.00 2.5 1.0 WITH SPAN OF 7.000 ft. J 60 (LIVE) H 1050 3.00 X 4.00 CTR CTR J 50 (DEAD) I 1050 3.00 X 4.00 CTR CTR SUPPORT CRITERIA J 1001 2.00 X 4.00 2.5 1.0 JT TYPE HORZ VERT WIDTH K 1070 4.00 X 8.00 CTR CTR LBS LBS IN-SX L 1030 4.00 X 4.00 CTR CTR A PIN 0 3448 4- 1 M 1050 4.00 X 4.00 CTR CTR D HORZ RLR 0 3448 4- 1 N 1001 2.00 X 4.00 2.5 1.0 S1 1100 5.00 X 6.00 CTR 0.2 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX MEMBER FORCES (LBS) TOP CHORDS A-H = 7045 C H-B = 5607 C B-M = 6405 C M-N = 6404 C N-C = 6404 C C-I = 5607 C I-D = 7045 C BOTTOM CHORDS A-G = 6341 T G-F = 6341 T F-L = 5047 T L-S1 = 6405 T S1-K = 6405 T K-E = 5047 T E-J = 6341 T J-D = 6341 T WEBS G-H = 216 T H-F = 1392 C F-B = 645 T B-L = 1686 T L-M = 857 C M-K = 0 T K-N = 857 C K-C = 1686 T QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK 1 SP 270800 6 0 10000 970611/DEMOS PANTARAS/ROOFS R14G 5x8= sx4K 5x8 = DG 8-01-09 12 B C HO 2-10-03 HO 4-03 6 i T2 5x8 2x4 I11 N3x4 T / 3 Z4-_- _- E 13 1 3-10-15 T 1 12 1 6 7 14 7 3x6-_ 11 A 10 -- BIR J BIL L I S1 H G 4x4= 5x4= 4x4 5x6= 4x4=- 2x411 F M 4x4= 2x4 II 0 3-00-12 4-00-1220108 5-00-00 TC 13-05-00 _---_--_-- BC 3-00-12 8-08-08 15-10-12 27-08-00 -- - UniStar -- Version 39.6.2 DL+LL DEFL = 0.34" IN D-E NOTES: RUN DATE: 5- 9-97 LL DEFL = 0.07" < BRG-SPAN/240 1. TRUSSES MANUFACTURED BY - SPAN/DEFL (DL+LL) = 988 GRANGER TRUSS CSI SIZE LUMBER FB 2. ANALYSIS CONFORMS TO TOP 0.90 2X 4 SP-#2ND 1350 PLATING CONFORMS TO TPI-95 SSBC (ANSI/TPI 1-1995) . BTM 0.40 2X 6 SP-#2 1250 PLATE VALUES MAY BE VERIFIED 3. WIND LOADS - ANSI/ASCE 7-88 WBS 0.91 2X 4 SP-#3 850 WITH ROBBINS MANUFAC'T'URING. TRUSS IS DESIGNED AS A EXCEPTIONS: GRIP BASED ON SYP LUMPER USING MAIN WIND-FORCE RES SYSTEM B-K 2X 6 SP-#1 1650 GROSS AREA TEST METHOD. WIND SPEED - 110 MPH K-C SAME AS B-K PLATES - 20 GAUGE LOCK MEAN ROOF HEIGHT 25' D-E 2X 4 SP-#1 1850 GRIPPING 530-312 PSI PER PAIR EXPOSURE CATEGORY C INCLUDES 25.0% INCREASE OCCUPANCY CATEGORY - 1 LATERAL BRACING: TENSION 1308- 462 PLT PER PAIR NDIST - 1 MILES TOP CHORD - CONTINUOUS SHEAR 763- 498 PLI PER PAIR 4. PRREVEEVENTT TRUSS ROTATION AT ALL BEARING LOCATIONS. BTM CHORD - CONTINUOUSTO ONE BRACE - B-L I-C D-F JT TYPE PLATE SIZF X Y 5. PROVIDE DRAINAGE D TRUSS SPACING - 24.0 IN. A 2001 3.00 X 6.00 10.2 5.1 PREVENT WATER PONDING. B 5150 5.00 X 8.00 2.2 2.7 6. FASTEN TRUSS TO BRG A LOAD CASE #1 C 5150 5.00 X 8.00 2.2 2.7 FOR 427 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD LUMBER STRESS INCREASE: 25.0 D 5094 5.00 X 8.00 1.5 3.5 MOVEMENT OF WALL OR BRG. LOADING LIVE DEAD (PLF) E 4000 2.00 X 4.00 CTR CTR TOP CHD 90.0 99.0 F 4010 4.00 X 4.00 CTR CTR 7. FASTEN TRUSS TO BRG F FOR 825 LBS TUPLIFT, BTM CHD 0.0 31.5 G 1001 2.00 X 4.00 2.5 1.0 H 1050 4.00 X 4.00 CTR CTR WHILE PERMITTING NO UPWARD TOTAL 90.0 130.5 220.5 MOVEMENT OF WALL OR BRG. CONCENTRATED LOADS (LBS) I 1050 4.00 X 4.00 CTR CTR N 158 (LIVE) J 1030 4.00 X 4.00 CTR CTR 8. �ASTEN USS TO BRG L N 130 (DEAD) K 1030 5.00 X 4.00 CTR 2.7 OR1741 BS OF UPLIFT, M 60 (LIVE) L 1010 5.00 X 4.00 CTR CTR HILE..-P RMITTING NO UPWARD M 1001 2.00 X 4.00 2.5 1.0 MOVEMENT OF WALL OR BRG. M 50 (DEAD) SUPPORT CRITERIA N 1050 3.00 X 4.00 CTR CTR 9. GIRDER CONDITION: COMMON GIRDER TYPE. JT TYPE HORZ VERT WIDTH S1 1100 5.00 X 6.00 CTR 0.2 TIE-IN TRUSSES ON TOP&BTM LBS LBS IN-SX WITH SPAN OF 7.000 ft. A PIN 0 1251 3- 8 F HORZ RLR 0 1445 3- 8 L HORZ RLR 0 3802 4- 1 LEFT RIGHT HEEL OIN - 4SX MEMBER FORCES (LBS) TOP CHORDS A-N = 1957 C N-B = 452 C B-K = 1549 T K-C = 209 T C-D = 1563 C D-E = 0 T BOTTOM CHORDS A-M = 1761 T M-J = 1761 T J-L = 407 T L-I = 209 C I-Sl = 1419 T Sl-H = 1419 T H-G = 1864 T G-F = 1864 T WEBS M-N = 218 T N-J = 1443 C J-B = 633 T B-L = 2436 C L-K = 2614 C I-K = 976 T I-C = 1830 C H-C = 657 T H-D = 683 C G-D = 113 T D-F = 2079 C F-E = 473 C .QUAN TYPE SPAN Pl-H1 OVERHANGS JOB MARK 1 HIPP 270800 6 10000 0 970611/DEMOS PANTARAS/ROOF'S R15 4x8= H 3x4 4x4= DG 10-02-11 g C DG 10-02-11 HO 4-03 _--_T3__-- --.-- HO 4-03 12 T6f 2x4 �\ - - 2x4% G \ I 3 2 4 2 -10-03 T 2 7 \ 3x4= 3x4= 1 D A -- - BIL F J Sl E B1R 3x4= 3x4= 3x4= 3x8= 0 0 TC 9-00-00 1 9-08-00 9-00-1-0---- BC 11-09-04 15-10-12 27-08-00 UniStar -- Version 39.6.2 PLATING CONFORMS TO TPI-95 NOTES: RUN DATE: 5- 9-97 PLATE VALUES MAY BE VERIFIED 1. TRUSSES MANUFACTURED BY - WITH ROBBINS MANUFACTURING. GRANGER TRUSS CSI SIZE LUMBER 1.15FB GRIP BASED ON SYP LUMBER USING 2. ANALYSIS CONFORMS TO TOP 0.52 2X 4 SP-#2ND 1550 GROSS AREA TEST METHOD. SSBC (ANSI/TPI 1-1995) . BTM 0.36 2X 4 SP-#2ND 1550 PLATES - 20 GAUGE LOCK. 3. WIND LOADS - ANSI/ASCE 7-88 WBS 0.50 2X 4 SP-#3 980 GRIPPING 530-312 PSI PER PAIR TRUSS IS DESIGNED AS A REPETITIVE MEMBER STRESS USED. INCLUDES 25.0V INCREASE MAIN WIND-FORCE RES SYSTEM TENSION 1308- 462 PLI PER PAIR WIND SPEED - 110 MPH LATERAL BRACING: SHEAR 763- 498 PLI PER PAIR MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y OCCUPANCY CATEGORY - 1 TRUSS SPACING - 24.0 IN. A 2001 3.00 X 4.00 5"3 3.1 OCEANLINE DIST - 1 MILES B 5150 4.00 X 8.00 2.2 CTR 4. ANCHOR TRUSS FOR A TOTAL LOAD CASE #1 C 5101 4.00 X 4.00 CTR CTR HORIZONTAL LOAD OF 150 LBS. LUMBER STRESS INCREASE: 25.0% D 2001 3.00 X 4.00 5.3 3.1 5. FASTEN TRUSS TO BRG A LOADING LIVE DEAD (PSF) E 1070 3.00 X 8.00 CTR CTR FOR 254 LBS OF UPLIFT, TOP CHD 20.0 22.0 F 1030 3.00 X 4.00 CTR CTR WHILE PERMITTING NO UPWARD BTM CHD 0.0 7.0 G 1001 2.00 X 4.00 CTR CTR MOVEMENT OF WALL OR BRG. TOTAL 20.0 29.0 49.0 H 1010 3.00 X 4.00 CTR CTR 6, FASTEN TRUSS TO BRG D SUPPORT CRITERIA I 1001 2.00 X 4.00 CTR CTR FOR 348 LBS OF UPLIFT, JT REACT WIDTH JT REACT WIDTH J 1010 3.00 X 4.00 CTR CTR WHILE PERMITTING NO UPWARD LBS IN-SX LBS IN-SX Sl 1100 3.00 X 4.00 CTR 0.2 MOVEMENT OF WALL OR BRG. A 381 3- 8 D 634 3- 8 7. FASTEN TRUSS TO BRG J FOR 922 LBS OF UPLIFT, J 1696 3- 8 WHILE PERMITTING NO UPWARD LEFT RIGHT MOVEMENT OF WALL OR BRG. HEEL OIN - 4SX OIN - 4SX MEMBER FORCES (LBS) TOP CHORDS A-G - 230 C G-B = 152 T B-H = 576 T H-C = 374 T C-I = 409 C I-D = 790 C BOTTOM CHORDS A-F = 205 T F-J = 283 T J-SI - 257 T Sl-E - 257 T E-D = 705 T WEBS G-F = 392 C F-B = 275 T B-J = 847 C J-H = 994 C H-E = 728 T E-C 197 C E-I = 392 C DL+LL DEFL = 0.13" IN E-D LL DEFL = 0.02" c BRG-SPAN/240 SPAN/DEFL (DL+LL) - 999 QUAN TYPE SPAN P1-Hl OVERHANGS JOB MARK 1 HIPP 270800 6 10000 0 970611/DEMOS PANTARAS/ROOFS R16 4x4= 4x8= DG 12-05-08 B C DG 12-OS-08 HO 4-03 HO 4-03 12 6 Fx4- 3x4 I i J 2 5-10-03 T 9 5 6 1 1 8 3x4= 3x4= D A --- _g __.. _._ iR- B1R - H B1L K Sl.. E G - 2x411 3x8= 3x4 3x4= 2x411 0 TC N 11-00-00 I 5-08-00 I __ 11-00-00 BC 11-09-04 15-10-12 27-08-00 RUN DATE: Version 39.6.2 PLATING CONFORMS TO TPI-95 NOTES: RUN DATE: 5- 9-97 PLATE VALUES MAY BE VRRIFIED 1. TRUSSES MANUFACTURED BY - WITH ROBBINS MANUFACTITFING. GRANGER TRUSS CSI SIZE LUMBER 1.15FB GRIP BASED ON SYP LUMBER USING 2, ANALYSIS CONFORMS TO SSBC (ANSI/TPI 1-1995) . TOP 0.72 2X 4 SP-#2ND 1550 GROSS AREA TEST ME THOU. 3• WIND LOADS - ANSI/ASCE 7-88 BTM 0.22 2X 4 SP-#2ND 1550 PLATES 20 GAUGE LOCM GRIPPING 530-312 PSI PFR PAIR TRUSS IS DESIGNED AS A WBS 0.51 2X 4 SP-#3 980 MAIN WIND-FORCE RES SYSTEM REPETITIVE MEMBER STRESS USED. INCLUDES 25.0% INCREASE TENSION 1308- 462 PLI PER PAIR WIND SPEED - 110 MPH LATERAL BRACING: SHEAR 763- 498 PLI PER PAIR MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C TOP CHORD CONTINUOUS OCCUPANCY CATEGORY - 1 BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y A 2001 300 X 4.00 E.3 3.1 OCEANLINE DIST 1 MILES . ONE BRACE K-C 4. ANCHOR TRUSS FOR A TOTAL TRUSS SPACING - 24.0 IN. B 5101 4.00 X 4.00 CTR CTR C 5150 4.00 X 8.00 2.2 CTR HORIZONTAL LOAD OF 175 LBS. LOAD CASE #1 D 2001 3.00 X 4.00 5.3 3.1 5. FASTEN TRUSS TO BRG A E 1050 3.00 X 4.00 CTR CTR FOR 254 LBS OF UPLIFT, LUMBER STRESS INCREASE: 25.0 ('TR CTR WHILE PERMITTING NO UPWARD LOADING LIVE DEAD (PSF) G 1001 2.00 X 4.00 H 1001 2.00 X 4.00 CTR CTR MOVEMENT OF WALL OR BRG. TOP CHD 20.0 22.0 6. FASTEN TRUSS TO BRG D BTM CHD 0.0 7.0 I 1050 3.00 X 4.00 CTR CTR "TR 1050 3.00 X 4.00 CR CTR FOR 350 LBS OF UPLIFT, TOTAL 20.0 29.0 49.0 WHILE PERMITTING NO UPWARD SUPPORT CRITERIA K 1070 3.00 X 8.00 ('TR CTR S1 1100 3..00 X 4.00 (*'FR 0.2 MOVEMENT OF WALL OR BRG. JT REACT WIDTH JT REACT WIDTH 7, FASTEN TRUSS TO BRG K LBS IN-SX LBS IN-SX FOR 921 LBS OF UPLIFT, A 352 3- 8 D 612 3- 8 WHILE PERMITTING NO UPWARD K 1745 3- 8 MOVEMENT OF WALL OR BRG. LEFT RIGHT HEEL OIN - 4SX OIN - 4SX MEMBER FORCES (LBS) TOP CHORDS A-I = 124 C I-B = 477 T B-C = 519 T C-J = 239 T J-D = 701 C BOTTOM CHORDS A-H = 179 T H-K = 179 T K-Sl = 132 T SI-E = 132 T E-G = 626 T G-D = 626 T WEBS H-I = 81 T I-K = 595 C B-K 679 C K-C - 983 C E-C = 347 T E-J = 566 C G-J = 75 T DL+LL DEFL = 0.27" IN B-C LL DEFL = 0.03" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 999 �!!2:H:HIP PE SPAN P1-H1 OVERHANGS JOB - - MARK 90400 6 0 0 970611/DEMOS PANTARAS/ROOFS R17G HO 3-01-15 DG 6-05-07 5xo_. 2x411 HO 4-03 T7 1x4 12 F 6F- T 5% 3 6 i 3-01-15 4 5x10= ::;:• -- :.r::•:.:•: D E 4x6 5x10 II 3 OB-08 5-07-08 ---- TC - 5-05-08 BC 3-10-08 9-04-00 "--- DL+LL DEFL = 0.14" AT F NOTES: UniStar -- Version 39.6.2 1. TRUSSES MANUFACTURED BY RUN DATE: 5- 9-97 LL DEFL = 0.11" < BRG-SPAN/240 GRANGER TRUSS SPAN/DEFL (DL+LL) 810 2 ANALYSIS CONFORMS TO *a*r****ar****+• SSBC (ANSI/TPI 1-1995) . * 2-PLY TRUSS * PLATES ARE FOR EACH PLY 3. WIND LOADS - ANSI/ASCE 7-88 TRUSS IS DESIGNED AS A PLATING CONFORMS TO TPI-95 MAIN WIND-FORCE RES SYSTEM CSI SIZE LUMBER FB PLATE VALUES MAY BE VERIFIED WIND SPEED - 110 MPH TOP 0.38 2X 4 SP-#2ND 1350 WITH ROBBINS MANUFACTURING. MEAN ROOF HEIGHT - 25' BTM 0.96 2X 8 SP-#2 1200 GRIP BASED ON SYP LUMBER USING EXPOSURE CATEGORY C GROSS AREA TEST METHOD. OCCUPANCY CATEGORY - 1 WBS 0.94 2X 4 SP-#3 850 PLATES - 20 GAUGE LOCK EXCEPTIONS: OCEANLINE DIST - 1 MILES 2X 4 SP-#2ND 1350 GRIPPING 530-312 PSI PER PAIR 4. TIE-IN LOADS SHOWN WITHOUT E-B INCLUDES 25.0 INCREASE DAMAGE TO TRUSS. LATERAL BRACING: TENSION 1308- 462 PLT PER PAIR 5 PREVENT TRUSS ROTATION AT TOP CHORD - CONTINUOUS SHEAR 763- 498 PLT PER PAIR ALL BEARING LOCATIONS. BTM CHORD - CONTINUOUS6. GIRDER CONDITION: TRUSS SPACING - 24.0 IN_ JT TYPE PLATE SIZE X Y COMMON GIRDER TYPE. A 2015 5.00 X10.00 12.6 6.0 TIE-IN TRUSSES ON BTM CHD 4 LOAD CASE #1 @B 5110 5.00 X .00 5.0 1.0 WITH SPAN OF 19.000 ft. LUMBER STRESS INCREASE: 25.0% C 4000 2.00 X 4.00 CTR CTR 7 USE PROPERLY RATED HANGERS LOADING LIVE DEAD (PLF) D 4010 4.00 X 6.00 l. 2.5 FOR LOADS FRAMING INTO TOP CHD 40.0 44.0 E 1O50R 5.00 X10.00 6.44 2.8 GIRDER TRUSS. BTM CHD 170.0 260.5 F 1001 1.00 X 4.00 CTR CTR S. 2 COMPLETE TRUSSES REQUIRED. TOTAL 210.0 304.5 514.5 FASTEN TRUSSES TOGETHER W/ CONCENTRATED LOADS (LBS) R = PLATE IS ROTATEf BY 90 DEG lOd NAILS AS EACH LAYER IS E 5900 Q PLATE DOES NOT MEET HANDLING AppLIED,STAGGERED AS FOLLOWS REQUIREMENTS. VEP.TFICATION MEMBER ROWS SPACING(IN) SUPPORT CRITERIA REQUIRED. TOP CHD 1 12.0 JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX BTM CHD 2 12.0 A 5921 3- 8 D 4780 3- 8 WEBS 1 12.0 PLUS CLUSTERS OF NAILS IF LEFT RIGHT SHOWN. HEEL OIN - 4SX EXCEPTIONS: lOd NAILS Q 4" O.C. MEMBER FORCES (LBS) - EACH PLY B-D TOP CHORDS A-F = 5540 C F-B = 5540 C B-C = 0 T BOTTOM CHORDS A-E = 4990 T E-D = 2386 T WEBS E-F = 112 C E-B = 4803 T B-D = 2956 C D-C = 78 C [QUAN TYPE SPAN P1tH1 OVERHANGS JOB MARK 2 FLAT 90600 1800 0 0 970611_ /_DEMOS PANTARAS/ROOFS FG1 HO 1-06-00 HO 1-06-003x12=- 2x411 4x10= 3x4_ H 1_ 1 1 1 10 1 a 1-06-00 6 F C 5x10= E 5x9= D 5X711 2x4 II TC 9-06-00 _- T- 2-05-04 BC 7-00-12 9-06-00 PLATING CONFORMS TO TPI-95 NOTES: UniStar -- Version 39.6.2 1. TRUSSES MANUFACTURED BY RUN DATE: 5- 9-97 PLATE VALUES MAY BE VERIFIED GRANGER TRUSS WITH ROBBINS MANUFACTURING. ANALYSIS CONFORMS T ANALO +*+*+*+*+*+*++* GRIP BASED ON SYR LUMBER USING 2. ANAL (ANSI/TPI 1 1O + 2-PLY TRUSS * GROSS AREA TEST METHOD. SSBCPLATES - 20 GAUGE LOCK 3. WIND LOADS - ANSI/ASCE 7-88 +a+++++*+*+***+ TRUSS IS DESIGNED AS A GRIPPING 530-312 PSI PER PAIR MAIN WIND-FORCE RES SYSTEM CSI SIZE LUMBER FB INCLUDES 25.0%• INCREASE WIND SPEED - 110 MPH TOP 0.44 2X 4 SP-#2ND 1350 TENSION 1308- 462 PLI PER PAIR MEAN ROOF HEIGHT - 25' BTM 0.89 2X 6 SP-#1 1650 SHEAR 763- 498 PLI PER PAIR EXPOSURE CATEGORY C WBS 0.95 2X 4 SP-#3 850 OCCUPANCY CATEGORY - 1 EXCEPTIONS: JT TYPE PLATE SIX Y OCEANLINE DIST - 1 MILES A-F 2X4 SP-#2ND 1350 A 4010 4.00 X10.0000 3.5 2-0 4_ TIE-IN LOADS SHOWN WITHOUT B 4000 2.00 X 4.00 CTR CTR DAMAGE TO TRUSS. LATERAL BRACING: C 4010 5.00 X 9.00 3.5 3.0 S. PREVENT TRUSS ROTATION AT TOP CHORD - CONTINUOUS D 4000 2.00 X 4.00 2.5 1.0 ALL BEARING LOCATIONS. BTM CHORD - CONTINUOUS E 1030R 5.00 X 7.00 4.7 CTR 6 PROVIDE DRAINAGE TO ONE BRACE - H-C F 1030 5.00 X10.00 3.5 2.8 PREVENT WATER PONDING. TRUSS SPACING - 24.0 IN. G 1050 3.00 X 4.00 CTR CTR 7 FASTEN TRUSS TO BRG D H 1050 3.00 X12.00 8.5 1.5 FOR1718 LBS OF UPLIFT, LOAD CASE #1WHILE PERMITTING NO UPWARD LUMBER STRESS INCREASE: 25.0% R = PLATE IS ROTATED BY 90 DEG MOVEMENT OF WALL OR BRG. LOADING LIVE DEAD (PLF) 8. FASTEN TRUSS TO BRG C TOP CHD 40.0 44.0 FOR 355 LBS OF UPLIFT, BTM CHD 260.0 391.0 WHILE PERMITTING NO UPWARD TOTAL 300.0 435.0 735.0 MOVEMENT OF WALL OR BRG. CONCENTRATED LOADS (LBS) 9. GIRDER CONDITION: E 2800 COMMON GIRDER TYPE. SUPPORT CRITERIA TIE-IN TRUSSES ON BTM CHD JT TYPE HORZ VERT WIDTH WITH SPAN OF 28.000 ft. LBS LBS IN-SX 10. USE PROPERLY RATED HANGERS D PIN 0 4209 3- 8 FOR LOADS FRAMING INTO C HORZ RLR 0 5572 3- 8 GIRDER TRUSS. 11. 2 COMPLETE TRUSSES REQUIRED. FASTEN TRUSSES TOGETHER W/ MEMBER FORCES (LBS) - EACH PLY lod NAILS AS EACH LAYER IS TOP CHORDS APPLIED,STAGGERED AS FOLLOWS A-G = 4622 C G-H = 5067 C MEMBER ROWS SPACING(IN) H B = 0 T TOP CHD 1 12.0 BOTTOM CHORDS BTM CHD 2 9.0 D-F = 0 T F-E = 4622 T WEBS 1 12.0 E-C = 5067 T PLUS CLUSTERS OF NAILS IF WEBS SHOWN. D-A = 1519 C A-F = 4842 T F-G = 371 C G-E = 1645 T E-H = 2215 T H-C = 5581 C C-B = 52 C DL+LL DEFL = 0.20" AT G LL DEFL = 0.11" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 575 PLATES ARE FOR EACH PLY Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION NORTH FORM 600A-93 Residential Component Prescriptive Method A PROJECT NAME: SINGLE FAMILY BUILDER: BYATT CLIMATE AND ADDRESS: 159 11 TH AVENUE PERMITTING ATLANTIC BEACH, FL. OFFICE: CITY OF TLA ZONE: 11_� 21_� 31 OWNER: DARABI PERMIT NO. .�`�d b �J JURISDICTION NO. O&ICK o 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3 • 4. If Multifamily, is this a worst case (yes/no) 4. 5 . Conditioned floor area (sq. ft. ) 5 . 3202 . 00 6 . Predominant eave overhang (ft. ) 6 . 1. 50 7 . Porch overhang length (ft. ) 7 . 9 . 00 8 . Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O . Osgft 499 . 00sgft b. Tint, film or solar screen 8b. O .Osgft O . 00sgft 9 . Floor type and insulation: 9a.R= 0 .00 , 257 .00 ft a. Slab on grade (R-value, perimeter) 10 .Net Wall type area and insulation: a. Exterior: 1. Concrete ( Insulation R-value) 10a-1 R= 5 .00, 1868 . 00sgft a. ExterAdjacent: 2. Wood frame ( Insulation R-value) 10a-2 R=11.00, 216frame ( Insulation R-value) 10a-2 R=11.00, 900sgftt a. Adjacent: 11.Ceiling type area and insulation: 11a.R=19 .00 , 280 . 00sgft a. Under attic ( Insulation R-value) lla.R=30 .00 , 2022 . 00sgft a. Under attic ( Insulation R-value) b. Single assembly ( Insulation R-value) llb.R=11.00 , 322 . 50sgft 12 .Air distribution systems 12a. R= 6.00 , uncond a. Ducts ( Insulation + Location) 13 . Type: Central A/C 13.Cooling system xjq SEER: 10 . 50 14.Heating System: 14. Type: Heat Pump /4i/ HSPF: 7 . 30 15 .Hot water system: 15 . Type: Electric EF: 0 . 92 16.Hot Water Credits: (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17 . 2 17 . Infiltration practice: 1, 2 or 3 MZ 18 .HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 . 98 . 55 19.EPI (must not exceed 100 points) 19a. 50505 . 16 a. Total As Built points 19b. 51248 . 14 b. Total Base points --------- ------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section 553 . 908 F.S. DATE: I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT• I BUILDING OFFICIAL: DATE: DATE: 1 III moon law ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** ----------------------------------------------------- COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK ------------------------------- PRACTICE #1 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES . ------------------------------------------------------------------------------ Windows 606 . 1 Maximum of 0 . 34 CFM per linear foot of operable sash crack (includes sliding glass doors) . ------------------------------------------------------------------------------ Exterior & 606 . 1 Maximum of 0. 5 CFM per sq. ft. of door area: solid Adjacent Doors core, wood panel, insulated or glass doors only. ------------------------------------------------------------------------- Exterior Joints 606 . 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. ---------------------------------------------------------------------- PRACTICE #2 606 . 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: -------------------------------------------------------------------- Exterior Walls 606 . 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ---------------------------------------------------------------- Exterior Walls 606 . 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ------------------------------------------------------------- DuctWork 606 . 1 Ductwork in unconditioned space must be sealed. --------------------------- ------------------------- Fireplaces 606 . 1 Equipped qui ed with outside combustion air' doors and flue dampers. ----------------------------------------------------------- Exhaust Fans 606 . 1 Equipped with dampers. Combustion devices see 606 . 1.A. 2. ----------------------------------------------------- Combustion 606 . 1 Be in unconditioned space (except direct vent) , draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use intermittent ignition. ------------------------------------------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ** ------------------------------- -------------------------------------------- Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-12 . Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. ---------------------------P--------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. ------ --------------------------------- Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------- HVAC Duct 610 . 1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins- Insulation & ulated and installed in accordance with the criteria Installation of Section 610 . 1 .ABC. 2 & 610 . 1.ABC. 3 . Duct in attics must be insulated to a minimum of R-6 . Air handlers shall not be installed in attics unless in mechanical closet. ----- -------- -------------------------------- -------------- HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system. -------------------------------- ---------------------- Insulation 604. 1 Ceilings minimum R-19 . Common Walls - Frame R-11 or 602 . 1 CBS R-3 both sides. Common ceiling & floors R-11. ---------------------------------------- SUMMER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ----------------------- -------------------------------------------------- N 177 . 00 65 . 8 11646 . 6 DBL CLR N 42 . 0 38 . 3 . 90 1442 . 4 DBL CLR N 20 . 0 38 . 3 . 96 735 . 4 DBL CLR N 34 . 0 38 . 3 . 57 744. 4 DBL CLR N 18 . 0 38 . 3 . 55 381 . 1 DBL CLR N 9 . 0 38 . 3 . 86 295 . 3 DBL CLR N 18 . 0 38 . 3 . 86 590 . 6 DBL CLR N 36 . 0 38 . 3 . 91 1250 . 1 E 202 . 00 65 . 8 13291 . 6 DBL CLR E 18 . 0 79 . 7 . 90 1291 . 1 DBL CLR E 20 . 0 79 . 7 . 91 1455 . 9 DBL CLR E 20 . 0 79 . 7 . 96 1527 . 6 DBL CLR E 11 . 0 79 . 7 . 96 840 . 2 DBL CLR E 20 . 0 79 . 7 . 96 1527 . 6 DBL CLR E 17 . 0 79 . 7 . 89 1201 . 3 DBL CLR E 24 . 0 79 . 7 . 97 1849 . 0 DBL CLR E 54 . 0 79 . 7 . 57 2453 . 2 DBL CLR E 18 . 0 79 . 7 . 91 1310 . 3 S 114 . 00 65 .\8 7501 . 2 DBL CLR S 20 . 0 66 . 2 . 90 1193 . 8 DBL CLR S 33 . 0 66 . 2 1 . 00 2184. 6 DBL CLR S 61 . 0 66 . 2 . 45 1817 . 2 W 6 . 00 65 . 8 394 . 8 1 DBL CLR W 6 . 0 79 . 7 . 79 376 . 5 ---------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- . 15---3 , 20200--------49900-------_963----32 , 83420----31, 60374- ---24, 46752 NON GLASS------------ AREA x BSPM = POINTS ( TYPE R-VALUE AREA x SPM = POINTS --------------------------------------------------- WALLS---------------- Ext 2997 . 0 . 9 2697 . 3 Ext Wood Frame 11 . 0 1129 . 0 1 . 70 1919 . 3 Ext NormWtBlock In 5 . 0 1868 . 0 1 . 00 1868 . 0 Adj 216 .0 . 7 151 . 2 Adj Wood Frame 11 . 0 216 . 0 . 70 151 . 2 DOORS---------------- CEILINGS------------- UA ---------------CEILINGS------------- UA 2024 . 0 . 6 1214. 4 Under Attic 30 . 0 2022 . 0 . 60 1213 . 2 Under Attic 19 . 0 280 . 0 1 . 10 308 . 0 Single Assembly 11 . 0 322 . 5 2 . 60 838 . 5 FLOORS--------------- Slb 257 . 0 -37 . 0 -9509 . 0 Slab-on-Grade . 0 257 . 0 -41 . 20 -10588 . 4 INFILTRATION--------- 3202 . 0 8 . 0 25616 . 0 Practice #2 3202 . 0 8 . 00 25616 . 0 --------------------- TOTAL SUMMER POINTS I 45 , 793 . 32 51 , 773 . 64 TOTAL x SYSTEM = COOLING TOTAL x CAPx x SM x CT CLING SUM PTS MULT POINTS I COMPON RATIO MULT MULTMULTPOINTS --------------- . 37 19, 156 .25 1 45, 793 . 32 1.00_1_100---__320_-_-__817_-13, 169_43 WINTER CALCULATIONS BASE ___ AS-BUILT GLASS------------------ = POINTS I TYPE SC ORIEN AREA x WPM x W-- = POINTS ORIEN AREA x BWPM - - ------ ----- --- --- ------------ -------------------------- N 177 . 00 -10 . 6 -1876 . 2 DBL CLR N 42 . 0 7 . 3 1 . 15 352 . 6 DBL CLR N 20 . 0 7 . 3 1 . 06 154. 8 DBL CLR N 34 . 0 7 . 3 1 . 67 414. 9 DBL CLR N 18 . 0 7 . 3 1 . 70 223 . 6 DBL CLR N 9 . 0 7 . 3 1 . 21 79 . 5 DBL CLR N 18 . 0 7 . 3 1 . 21 159 . 0 DBL CLR N 36 . 0 7 . 3 1 . 13 298 . 3 E 202 . 00 -10 . 6 -2141 . 2 DBL CLR E 18 . 0 -9 . 2 . 72 -119 . 2 DBL CLR E 20 . 0 -9 . 2 . 75 -138 . 6 DBL CLR E 20 . 0 -9 . 2 . 88 -161 . 0 DBL CLR E 11 . 0 -9 . 2 . 88 -88 ' 5 DBL CLR E 20 . 0 -9 . 2 . 88 -161 . 0 DBL CLR E 17 . 0 -9 . 2 . 69 -107 . 4 DBL CLR E 24 . 0 -9 . 2 . 90 -198 . 7 DBL CLR E 54 . 0 -9 . 2 -. 24 119 . 2 DBL CLR E 18 . 0 -9 . 2 . 75 -124. 8 S 114 . 00 -10 . 6 -1208 . 4 DBL CLR S 20 . 0 -28 . 4 . 96 -543 . 4 DBL CLR S 33 . 0 -28 . 4 1 . 00 -937 . 2 DBL CLR S 61 . 0 -28 . 4 . 27 -467 . 7 W 6 . 00 -10 . 6 -63 . 6 DBL CLR W 6 . 0 -9 . 2 . 43 -23 . 6 -------------------- _ ----------------- I GLASS ---------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ . x GLASS = ADJ GLASS POINTS AREA AREA FACTOR POINTS POINTS --------------- ---------------------------- ------�--- -528940 . 15 3 , 202 . 00 499 . 00 . 963 , -5 091. 18 -1 , 269 . 3 ----------------------- NON GLASS------------ R-VALUE AREA x WPM = POINTS AREA x BWPM = POINTS TYPE WALLS---------------- Ext 2997 . 0 2 . 2 6593 . 4 Ext Wood Frame 11 . 0 1129 . 0 3 . 70 4177 . Ext NormWtBlock In 5 . 0 1868 . 0 5 . 70 10647 . 6 Adj 216 . 0 3 . 6 777 . 6 Adj Wood Frame 11 . 0 216 . 0 3 . 60 777 . 6 DOORS---------------- CEILINGS------------- 30 . 0 2022 . 0 1 . 20 2426 . 4 UA 2024 . 0 1 . 2 2428 . 8 Under Attic Under Attic 19 . 0 280 .0 2 . 00 560 . 0 Single Assembly 11 . 0 322 . 5 2 . 90 935 . 3 FLOORS--------------- . 0 257 . 0 18 . 80 4831 . Slb 257 . 0 8 . 9 2287 . 3 Slab-on-Grade INFILTRATION--------- 3202 .0 7 . 40 23694 . 8 =====3202_0=====7=4==23694_8===Practice-#2_____________________________________ TOTAL WINTER POINTS I 46 , 781 . 25 30, 690 . 72 _ _ _ _ HEATING TOTAL TOTAL x SYSTEM = L x CAP x DUCT x SMULTM x CMULTT POINTSG ULT WIN PTS MULT POINTS I COMPON RATIO M ------- ----------------------------------------------------------------------- 30, 690 . 72 . 55 16, 879. 90 1 46, 781. 25 1. 00 1. 100 . 466 950 22 781.07 ******************************************************************************* WATER HEATING ******************************************************************************* BASE AS-BUILT NUM OF x MULT = TOTAL TANK VOLUME EF TANK IO x MULT x CREMULT = TOTAL BEDRMS ----------------------------- 4 3803 . 0 15 , 212 . 00 I 92 1 . 000 3638 . 7 1. 00 14, 554 . 67 ******************************************************************************* SUMMARY ******************************************************************************* BASE AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS I POINTS + POINTS + POINTS = POINTS ------------------- ------------------------------------------ 191562---168799--152120--51, 24814- --13169 4---22781 . 114554 . 7--50 , 505 . 1- ***************** * EPI = 98 . 55 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98 . 6 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 _ -- 7080_-90--XO --------------------------------------- ------------------------- The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double ClearI -------------X-------I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 26 . 5 1 R R-0 -7 Wall R-Value. . 7 . 5 I --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0 . 0 IX--------------------I AIR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17 .0 10 . 5 16 . 0 SEER/EER. . . . . . . . . . . . . I -X----------- � � � � 9 . 7 EER HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12.0 Electric COP/HSPF. . . . . . . . 7 . 3 -X------------------0190 0 . 78 AFUE Gas AFUE. . . . . . . . . . . . 0 . 00 1 --------------------- 1 WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0 . 96 Electric EF. . . . . . . . . . . . . . 0 . 92 ----------X---------DI90 0 . 54 i Gas EF. . . . . . . . . . . . . . 0 .00 040------------------0 80 SolarEF. . . . . . . . . . . . . . OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 FL-EPL CARD93 Florida Department of Community Affairs ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98 . 6 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 100 I --------------------------- -- -- --x- I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . . Clear I -------------X- -I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 26 . 5 ----------------X-- I7 Wall R-Value. . . . . . . . . 7 .5 RIOR -------------------X119 Floor R-Value. . . . . . . . . 0 .0 RIX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17 .0 SEER/EER. . . . . . . . . . . . . . . . . . 10 . 5 9I7X-------EER ------1610 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12.0 Electric COP/HSPF. . . . . . . . 7 . 3 . 78 AFUE -------01 0 . 78 90 --------- Gas I AFUE. . . . . . . . . . . . 0 . 00 I ------------ WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0 . 96 Electric EF. . . . . . . . . . . . . . 0. 92 1 ----------X---------OI 0 90 Gas EF. . . . . . . . . . . . . . 0 . 00 154------------------0180 Solar EF. . . . . . . . . . . . . . 0140------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Date: Address: Signature: City/Zip Florida Energy Code for Building Construction - 1993 FL-EPL CARD93 Florida Department of Community Affairs 06/20/97 FRI 08:55 FAX 384 6114 BILL WILLIAMS A/C & HTG ""� BILL WILLIAMS 4 F A X T R A N S M I T T A L TO: Z x �f DATE: -kmt c26 147 17 ,QTL2iIl1/r' fAG� dZZi FROM: NUMBER OF PAGES -3 � RE : 4!Z s X1ZZ,?Ai Pf COMMENTS : 4(z& I�//L zf Al)/zin, "N ,4y, Z % FD,G �i�,/i ICJiv�it_2 �/I.�Z./Al A4,ega JA G� JUN, 1 0 1997 UltY of Atlantic Beach Building and Zoning PLEASE .ADVISE.' :IMMED LATELY._I�F"(OU DO NOT RECEIVE COMPLETE FAX TRANSMITTAL AS LISTED ABOVE. Bill Williams Air COndiitoning&Heating.Inc. 3562 Lenox Avenue 0 P.O. Box 6779 0 Jacksonville"FL 32236 0 Telephone(904) 387-04910 Fax{904) 384-6114 FI A r-FRT ,frarn»ele ,yrofTYOF office of Building Official REQUEST FOP, INSPECTION /1// 4l S-- Cleo Permit No. __/,VO �-=-�-- Date— �� r9 (7--- Time r A.M. Received — /f=j �f - - L ality - Job AddreSS /n IIS , Owner'S � -__-- Cr.ntractor ----- Name _ NIECHANICA R iiCA .UPdBING UILDI Rough Air s Footinc Ro ring Heating Framing mp Pcie Top Out Re Roofing - Final Sewer Fire Place insulation F gel Pre Fab 111 � READY FOR 'INSPECTION Mon Tues Wed. Thurs. Friday n O c�j A.M. Rhi Inspection Made T--_Rnal Inspection - --- Irspctor---_-----_- ---- -- - Certificate of Occupancy '. Date __ CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:`�t1N� -19 IMPORTANT NOTICE: L 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 WI , THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 72�-l(053 1 I L__4� ELECTRICAL FIRM: MASTER ELECTRIC jLijiIGNATURE JOURNEYMAN NAME !_ IgP Zl N 1?14RR$ I . ADDRESS:- I I TA -a 11f, - - RFD BOX BLDG.SIZE_ `�D I X 36 I D , BETWEEN: Y)C Act A Uc ()f eoAj t3Lvb RES. APT. ( 1 COMM. 1 1 PUBLIC ( 1 INDUS. ( 1 NEW ( 1 OLD (6 REW. ( 1 ADDITION (xl TRAILER ( 1 TEMP. 1 1 SIGNS ( 1 SO. FT. SERVICE: NEW ( 1 INCREASE REPAIR ( 1 FEE CONDUCTOR SIZE -3,50 t4Ch AMPS .3� ) COPPER ( ALUM. / SWITCH OR BREAKER AMPS PH W VOLT Pi PC RACEWAY 11 EXIST.SERV.SIZE OD AMPS PH W VOLT 1 C RACEWAY 1 J FEEDERS NO. SIZE NO. 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 BELL TRANSF, AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-NEAT 0.1 OVER MOTORS H.P. I 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 TOTAL FEES 14175 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION ------ ------- LOCATION INFORMATION --- - Permit Number : 14175 :address : 159 ELEVENTH STREET Permit Type:MECHANICAL ATLANTIC BEACH , FLORIDA32233 'lass of Work:ALTERATION --------- LEGAL DESCRIPTION - Constr . Type:CONCRETE BLOCK Block: Lot : Twp: Proposed Use: Section: 0 Subd:O Rnq* Dwellings : 0 Subdivision: Est , Value 0 .00 Improv. Cost : 0 .00 Total Fee=s : 63 .00 Amount Faid: 63 . 00 F_ . _ ._ _ . .- -,WTINF'>RMATION -- ~ -- ----- - APPLICATION FEES --- ------ !Name : FARZIN DARAET PERMIT 63 .00 ddr , X59 ELEVENTH STREET ATLANTIC FERCH , FLORIDA 32233 Phone 1 Vi(,4 ) 247- iu94121 --- - -- CONTRPCTCR INFORMATION - Name* BT. LL WILLIAMS AIR CONDITIONIN Addr : 3562 LEN', X AVE P .O. BOX 677 JACKSONVILLE . FLORIDA 32254 CA - C046909 Exp: / NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' ILDiNG IMPROVEMENTSLIEN LAW CAN RESULT -99 THE PROPERTY OWNER PAYING TWICE FOR ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTBEACH BUILDIN, DEPARTMENT By: \. \ ,�, BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 w APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER INAPORTANT — Applicant to complete all items in sections I, II, III, and IV, LOCATION Street Address: OF Intersecting Streets: Between And BUILDING Sub-division — 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 attaciLed plans and specifications which are a part hereof and in accordance with the City of Jackson4le ordinances and standards of good practice listed therein. Name of Mechanical / n /� / Contractors �w �� G Conhaetor (Print) �%�� Lt/ILI1.4/�JI/,�� ✓/l��nrC7 Master CSV J Name of / Property Owner 141212/AV z4A.4,B/ Signature of Owner Signature of or Authorised Agent Architect or Engineer III. GENERAL INFORMATION A. Type of hosting fuel: B. IS OTHER CONSTRUCTION BEIMG DsONE ON Electric THIS BUILDING OR SITE? ` ❑ Gas—❑ LP ❑ Natural ❑ Control Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT G� ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) 'M Residential or ❑ Commercial 19 Heat ❑ Space ❑ Recessed W Central ❑ Roof ❑ New Building ®- Air Conditioning: ❑ Room Q Central ❑ Existing Building Duct System: Material DuLy.3o�z° Thicknes< < ° ® Replacement of existing system l� Maximum capacity c., f.m. BOG ❑ New installation(No system previously Installed) ❑ Extension or add-on to existing system ❑ Refrigeration /� ❑ Other — Specify oCtP1_4Gi.s.Cf �X�S�itiG, ❑ Cooling tower: Capacity g'p'm' JUST e "'.yOD//VC �Y�3 Td� ❑ Firs sprinklers: Number of heeds_ ❑ Elevator ❑ Menlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps-- (number) (Reeefved) ❑ Tanks (number) Romans ❑ LPG containers –(number) ❑ Unfired pressure veuv Permit Approved by Date— [3 as❑ Boilers 0 Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Ca achy Apprwtn� Number Un1tA Description Model Number Manufacturer (Tons) cY Ill Ise Y. P-j ,c vd- / 1to f`>:_11L 3.01664036'3 _ 9ax,tic S Z HEATING FURNACES, BOILERS, FIREPLACES Capacity Approving Number Unita Description Model Number Manufacturer (UM) Airy / A/,t N44.04-t I tZe-te Nf: .tom 51,06,160 Z400 At fAe s.c 3y /S/a 411- 1 — 10 / tidd 7 31X U•�, TANKS Row Many Nominal Capacity Type Liquid Name of Serial Approving and Dimensions Contained Manufacturer No. Agency CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner (s) : Farzin Darabi Address: 159 11th Street Phone: (904) 246-2824 Lot # 1&2 Block or unit # 43 Subdivision: See attached survey Contractor: Demosthene Pantaras State License # CB C058005 Address: 4949-16 Sunbeam Rd. Jax,FLphone No: (904) 443-0008 Describe work to be done: Adding second story Present use of building: Primary residence Valuation of Proposed Construction: $50,000.00 Proposed use: Primary residence Is this an addition? yes If yes, what are the dimensions of the added space: 4 51ft. X 301 ft. Will the added area be heated and cooled? Y New electrical (or increase) ? Y New plumbing fixtures? Y New fireplace? N New Heat/AC? Y SUBMIT THREE (COMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF CObIMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. )4�06Signature OWNER: Date: Signature CONTRAC O_ Date: 113 I �- License Supplied: RECEIVED Liability Insurance. Worker's Compensation Insurance: M AY 1 4 1997 City of Atlantic Beach Building and Zoning 1�`` CITY OF 4& BQ4a4-99& Office of Building Official REQUEST FOR INSPECTION Date v Permit No. me RI ceived �• �S rM. Job Address Loc ty Owner's Name _ Contractor �ir --_� — BUILDING TE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring Rough _ Air Cond. & ❑ Re Roofing Slab - Temp Pole Top Out Heating Insulation _ Lintel LN` Final -= Sewer - Fire Place S�i610- Pre Fab READY FOR INSPECTION Mon. Tues Wed. Thurs. Friday _ A.M. Inspection.Made __— �__ -- _--P.M. Final Inspection Certificate of Occupancy E Date — CITY OF Office of Building Officia€ REOUEST FOR INSPECT iON Permit No. DateTime A.N: Received ---=�3--T� -- Job Address Localit Owner's _— Name __—Contractor _— - BUILDING CONCRETE ELECTRICAL PLUMBIN MECHANICAL Footing Rough Wiring Rough Air Cond. & i. Framing � Tem Pole Top Out E, Heating Re Roofing -' Slab p - Sewer Fire Place Insulation Lintel Final Pre Fab S� --n * ��C ADY FOR INSPECTION Man. Tues Wed, Thurs. Friday —'F- 7 A.M. Inspection Made —_.— - Final Inspection i _ Certi!icat,� of Occu anc P y-----.__-- - —---- SYS--o00 953 733 Y CITY OF Office of Building Official REQUEST FOR INSP T N ennit No. �O `! Time AN; Received q----------P.M/ Job Addre tY Owner's Contractor — ---- BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL F Footing Rough Wiring `5 Rough Air Cond. & Framing Re P.00finc Slab -. Temp Pole Top Out --, Heating Insulation Lintel Final Sewer C! Fire Place Pre Fab READ' FOR INSPECTION M Mon. Tues. Wed. Thurs. (nd —� A.IV. Inspection. Made .__-_--- J --- ----.--P.M. Final Inspection I 'n:spf:ctor �- --- �- -- - - --. Certificate of Occupancy ' Date CITY OF Office of Building Official REQUEST FOR INSPECTION 7 // I Permit No. Date — -r - -- Time 49_ Received T— BUILDING - P. s Locality Owner NameContractorCONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing i Rough Wiring Roug Air Cond. & Re Roofing Slab L Temp Pole Top Out Heating Insulation - Lintel C Final Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday _ A IV Inspection Made —_ ��L__S_T -- —_ —_-_P.M. Final Inspection Insssctor-------- -- --- - - - �- - Certitioatr--,or Occupancy ' [)Xc __ _ 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) 6 BATHTUB/SHOWER (2) _URINAL WALL LIP (4) 1 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) lE DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCM 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 1 $20.00 EACH $ 60 00 .TOB INFORMATION �T- PSR-3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION ---- ------- LOCATION INFORMATION - Permit Number : 14145 Address : 159 ELEVENTH STREET Permit Type: PLUMBING ATLANTIC BEACH , FLORIDA 3�. Class of Work:ALTERATION --------- LEGAL DESCRIPTION ------- Constr . Type:CONCRETE BLOCK Block : Lot : Twp: Proposed Use: Section: 0 Subd:O Rna : Dwellinas : 0 Subdivision: Est . Value : 0 . 00 Improv . Cost : 0 . 00 Total Fees 36 .00 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:s,, V�� 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 WIT THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME;Psi' 3z.r_ 1 ADDRESS:�J /� - TP01 . _ RFD BOX BLDG.SIZE BETWEEN: RES. (-,11 APT. ( ► COMM. ( ) PUBLIC ( ► INDUS. ( 1 NEW( 11 OLD ( ► REW. ADDITION ( 1 TRAILER ( ► TEMP. (,.4 SIGNS ( ) S0. FT. SERVICE: NEW( 1 INCREASE ( ► REPAIR ( 1 FEE CONDUCTOR SIZE "�.��/ AMPS COPPER ( ► ALUM. SWITCH OR BREAKER O 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 0.90 AMPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 1 0.100 AMPS. OVER APPLIANCES - BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT O 1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS �r I CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: f� ,GZ,//iiJ J�g,�� 71 PLUMBING CONTRACTOR: CONTRACTOR'S ADDRESS: d, � 3C� /S,C�Si�T �, 3° -_3�j STATE LICENSE NUMBER:_o,'--co TELEPHONE: HOW MaY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS _CLOSETS _WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: _ X 3.50 + $15.00 MINIMUM PERMIT FEE = $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ---------------------------------/_/Z-------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. PSR-3844 14060 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ---- PERMIT INFORMATION -_ ------ LOCATION INFORMATION -- - Permit Number :. 14060 Address :. 159 ELEVENTH STREET Permit Type :ROOM ADDITION ATLANTIC BEACH , FLORIDA 32233 'lass of Work :ADDITION ---------- LEGAL DESCRIPTION --------- PrnnosedT pe=CONCRETE BLOCK Block- Lot : 0LotSubd•O RnF' Dwellinas 0 Subdivision : Est . Value : 0 .00 improv . Cost : 90 , 580 .00 Total Fees : 348 . 94 .Amount F 848 . 94 Date - _. er7; C'etie : CONSTRUCT SECOND FLOOR ADDTTFr)M PER PLANS - HSF 1294 -- - OWNE'F INFORMATION -- ------- -------- APPLICATION FEES ------- Name * FAR?IN DARABI PERMIT 636 . 00 Addy : 159 ELEVENTH STREET -WATER IMPACT FEE 200 .00 ATLANTIC BEACH . FLORIDA 3:233 0SEWER IMPACT FEE 0 00 Phone: ' 904 )247-R94- O WATER METER/TAP 0.00 %RADON GAS-H .R. S . 6. 15 -- -- C NTR.RCTCR !NFORMATION I6RADON CAB 5% 0 . 32 Name: DEMONSTHENE PANTARAS CAPITAL IMPROVE. 0 . 00 Addr - 4949 -16 SUNBEAM ROAD SEWER TAP 0 .00 JACKSONVILLE . FLORIDA 32257 CROSS CONNECTION 0 .00 Lig: CBC058005 Exp: ! SEC H IMPACT FEE 0 .00 Type: 1 ll-CONST . SURC'HARGE 5 . 83 .I1�SCHARGE/ATL .BCH . 0. 64 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Operator: CHERYLE . Total Payment 3848.34 ATLANTIC BEACH BUILDING DEPARTMENT TRANSMITTAL DOCUMENT FOR JEA DATE: "7- a`1 - 77 The following permits have passed "rough" inspection: Permit No. Address Iyi33 /S9 /� , ejdx ex ouxxXAxkae*Vix scxecx)dshex4)eunaa)d=. Please update your records accordingly. Thak yo , �_ I�L UILDING CLERK CITY OF ATLANTIC BEACH /vcb CITY OF Office of Building Offial REQUEST FOR INS PE I N /17//4/5 Date Permit No. Time A.M. Received P.M. dress ,oc,lity' Owner's Name Contractor ILDIN CONCRETE EL AL PLUMBING MECHANIC Framing Footing Rough Wiring Rough Air Re Roofing Slab Temp Pole Top Out Heating Insulation D Lintel D. Final D Sewer Fire Place Pre Fab READ OR INSPECTION Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made ._ PM. Inspector Final Inspection C Certificate of Occupancy D Date