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1201 Seminole Rd (vault) PERMIT WORKSHEET Ftdd- �A 8K) JOB ADDRESS Ia d l S eYn l h of e �'-o aaQ TYPE WORK arm `f�'7- /� 73 Y95 PROPERTY OWNERm TELEPHONE CONTRACTOR f�UJ n� TELEPHONE PERMIT NUMBER z d 15 gq 5 DATE ISSUED INSPECTIONS: FOOTING �d/30 02— SLAB Z i -o 11- 6- 63 TIE BEAM LINTEL NAILINGISHEATHING ►a ► 0 3 FRAMINGICOVER UP INSULATION Z ZL FINAL BUILDING CERTIFICATE OF OCCUPANCY TREE PERMIT ISSUED? PERMIT NUMBER ELECTRICAL PERMIT NUMBER �'� "`2 S DATE COPY SENT TO JEA TEMPORARY POLE PERMIT NUMBER DATE COPY SENT TO JEA TEMPORARY POWER LETTER RECEIVED? YES NO INSPECTIONS: ROUGH ELECTRIC,�),4 C`� RELEASED TO JEA TEMP. POWER RELEASED TO JEA TEMP. POLE RELEASED TO JEA FINAL MECHANICAL PERMIT NUMBEROa �S INSPECTIONS: ROUGHd 1 -6` FINAL PLUMBING PERMIT NUMBER 02---a5�Zg6 INSPECTIONS: ROUGHIUNDERSLAB TOPOUT a - WATERISEWER FINAL DRAINAGE INSPECTION POOL PERMIT NUMBER INSPECTIONS: STEEL FINAL ROOFING PERMIT NUMBER INSPECTIONS: NAILING/SHEATHING FINAL FAILED INSPECTIONS: "� DATE PD. DATE PD. JOB AI)� S 12L , l/f'I TYPE wo I PROPERTY® v b t�i� �� pHo, Ec/'7-/J 73 CONTRACTOR D2�� TEL-90NL il3'N�IIMBER /7�0 6 DATE FE LVSpECTIONS.• FOOT�IG SZAB TIE BEAM L,�VTEL NAU LvGISHE,4=G FRAAENG/COVER LVSULAT�ON G 8 R FINAL BUILDING CERT yp7CATE OF OCCZIPANC� F—ECTWCAL PERAIM �2 a LUSEEMONS IdOUG� FLYAL MECHANICAL PEVA INSEEC1701VS ROUGH FIIVAL ELU30LVG FEIdMI�'# EVSRECTrONS ROUGHIUNDER SLA•8 ToP©l1T' WATERISEA'ER FLNAL NOTES: 3-2-9-o o � .< <; --✓L.o �t CITY OF ATLANTIC BEACH s f 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026678 Date 8/22/03 Property Address . . . . . . 1201 SEMINOLE RD Tenant nbr, name . . . . . . BLD COVERED PATIO & SLAB Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2000 Owner Contractor ------------------------ ------------------------ HAMILTON, ROBERT OWNER 1201 SEMINOLE ROAD ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 2000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total 20 . 00 20 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS-ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Cc: ?1r��rrry CITY OF ATLANTIC BEACH D. BUILDING / ZONING DEPARTMENT L Higgins S. Doerr 800 Seminole Road :. Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # OS- ZL Cc'78 Property Address: �� �Ei.l 0(—C T6 , Applicant: Pro j ect: . t tJ�7'P,LL. C DJE'�E� 4�R�1 C� S L d T7 rmit application has been: Approved evie and t e llo 'ng it s need ttention: 1 u o w ,L S V. E Please re-submit your application when these items have been completed. Reviewed By: Date: v 10S`" l Cc: sy�.�lf+l CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT i Hiins r ? 800 Seminole Road S. oe Atlantic Beach,Florida 32233 (904)247-5800 ��Js3J�r� (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 0S— Property 3—Property Address: : EzE" l k1 OLE Applicant: Project: C O S U4 2� This rmit application has been: Approved Reviewed and the following items need attention: Please re-submit your ap ation when thes items have been completed. Reviewed By: ''`'` G!.!/ Date: R F i 'lr CITY OF ATLANTIC SEACH Bp p UILDn Cl ING CITY OF ATLANTIC BEACH AUG 15 2003 BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) � S .— Date: -I Ll C 3 Job Address: O I I' (1 A(4.St_ Fes` Owner of Property: ( doeo r Address: ��l`7 ��YY�tX1t'�l�- Telephone: c� Legal Description: Block Number: Lot Number: Zoning District: Contractor: Pbf-y�_ f���J(lC'� State License Number: Contractor's Address: Telephone: Fax: Describe propo use and work to be done: �` � � � ..r, Present use of land or building(s): Valuation of proposed construction: What are the dimensions of the added space:�_ feet x feet Will the added area be heated and cooled? n l� New electrical or increase in service? New plumbing fixtures? 1''OD New fireplace? (lU New heating/air conditioning?_nQ Is approval of Homeowner's Association or other private entity required? rTU_ If yes,please submit with this application. Will!"' project involve changes in elevation,site grade or any use of fill material or the removal of any trees? VWNO. Applicant certifies that no change in site grade or fill material will be used on this project. 10 YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. �O. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 s In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations:include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. Signature of owner. Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application(please print). Name: T L C�'�CC,71 l� 1. Mailing Address: l�d� Sem, `tw 11.E 5C i I Telephone:C l4-1-1 2--71 J Fax: E-Mail: �`c��►�Y�QYYILJ•COY) AS TO OWNER: Swom to and subscribed before me this day of State of Florida,County of Duval JENNIFER SCHWETER Notary's Signature- MY COMMISSION#DD 121301 ❑ P onally known a EXPIRES:May 27,2006 Bonded Thm Notary P01c UnderwMem WProduced identification t 2D Type of identification produced � '1 J i— AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 J� r cd J CITY OF ATLANTIC BEACH OWNER/BUILDER AFFIDAVIT Date: , lD. Job Address: � ri��y1��� � CHAPTER 489,FLORIDA STATUTES,PART I "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE- OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH'WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. PROPERTY R/BUILDER SWORN TO �p.$ METHIS)5 DAY OF L- 20 1D3 6 JENNIFER SCHWETER �� MY COMMISSION#DD 121301 a EXPIRES:May 27,2006 �R( •'' Bonded rnN Noma Public undererk"s N Y PUBLIC OMMISSION XPIRES: NOTE: PHRASES UNDERLINED ABOVE. JUN-12-2001 11'43 P.02/02 MAP SHOWING BOUNDARY SURVEY OF I nl 4, 111 Ot`A 1, SELVA MARINA UNIT N0. 1. AS RECOW=IN PLAT MOM 23. FACT 4. OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA. CERTIFIED TO: ROBERT C. HAMILTON AND AMY L. rINOLEY SUNTRUST BANK NORTH FLORIDA.N.A. COHFN. CHWIAY. NORRIS, WONNERON S HARRIS ArMRNEYS Al LAW C'0AO.tC1N4VFl1L7H LYNU T rn z RW URAWX LOMPANY t SEMINO� ROAD 0e0.0''0"0-Mwr) N 7677'13'E _ N 1a'ZS'4r110.00'(ftA EA..sIroa "9 ( SRC) p. MT LOT 4 i BLOCK t x'wnulwe�i anTe{'l� a o.N lar r.e N �1 LOT 7. ONE STORY _ • '>s w`? BLOCI.•I NARY POSTED/ 1201 LU 1 ;. m n('k I cr A .. Ff. x el• IYAPO I/2••d M (MEISUREO) . 5 05-21,W W O5"2D''b"W LOT 38 BLOCK 1 f Q 139 I III orX 1 '• Lt.Q NI) k . -AWNS —_w•- - rOIU Nom• REVISIONS t IM'"P —YFFh oN 1- PLAT MC MC OF�f115f DS"R .LONG N.t f-0.T"Eru1 119W 1-M 0 Yu'►MCO_ 2.MY CAA1VPC 1C01111G O.I1•:III C—OMr.D lA l US OWN nACD 20NE_.C�AS ON 1HE DATE pE;+CRPTION MINOMAI Itip!V ff IMP DATID AI'wl 1T.IIA.CCeW MA471 70015,PANfi GDD� S.TAY%­Y MIrl=ls KI.1AIo.AQ)mu k A1DIlry or MAY AS PAR Rfoomm n T k//DK Ditt Cl1tY1AR11T P SUDPt;G.1p"is JMENMISL STATJ.'-No OTIQt 11111 YufICA7l01r NAS ADI PFJ9AM02 6T WE WDiMACOW C JAI.QWKY ALIT vale 41DIWI WE FAMAISTAA ICK OF WC=lFYM1C SSIrETtIM. JOB 1 34:r, 1 D AIF OF F1ELO `,d1RvEY: 01-19-9 DISK 4 SCALE: I- - 20' notTIrICATC l2]r w'AwB`PON,ult.I ,IaPEPY elrllir.Ttei MPA'YNv;M A*K .P1 KMRY1 tiAle't Je.lfMA1L FIeMb S210A w YCLL 1 cm=1.1 �Ai TMM PW-IL-TIr1 .ee o.MIYF rAKIOI!A•n r I ..• .. - (Ie.)) 001-]{`-I2U191 kyj 91 lei I is I I I �•Ta M�III���T111wf/Y IMT TO YA'40d•.Tl.OT�q0�1tAw�rr. FNC Ld Ix•EM:lU Ill'JNI Sti/C•w0^ pEOl14T�•:JIICYW ND JIAIIIft.y eeN jlAi� .Y rUO�w LAND SURVEYS O CONSTRUCTION SURVEYS •�.:0.-•-''Z.t1BDMS10NS A TOTAL P.02 Job russruss Type ty y 1 J51273 T01 ROOF TRUSS 8 1 (optional) A553084 ui ers FirstSource, Jacksonv 4.201 S 1 s Oct 17 2001 MiTek Industries, Inc. Thu Jun 26 16:2-0--.-0-0-2-603 Page 1 -2-0-0 4-11-14 8-3-0 11-6-2 16-6-0 1 18-6-0 2-0-0 4-11-14 3-3-2 3-3-2 4-11-14 2-0-0 Scale = 1:34.3 4x5 = D 5.00 12 2x4 2x4 C E Cq B F o A G �o 3x4 H 3x4 3x8 = 8-3-0 16-6-0 8-3-0 8-3-0 Plate Offsets ( ,Y): -1-81, [F:0-2-15,0-1-8] LOADING -1 ,0- - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.09 F-H >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.13 F-H >999 BCLL 10.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.02 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 741b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-10-8 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 9-3-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=800/0-3-8, F=800/0-3-8 Max Horz B=122(load case 4) Max UpliftB=-489(load case 4), F=-489(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=42, B-C=-1179, C-D=-929, D-E=-929, E-F=-1179, F-G=42 BOT CHORD B-H=1038, F-H=1038 WEBS C-H=-254, D-H=524, E-H=-254 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per FBC2001 Nl; 111)aN+;tttati��inurr,�;rr 41 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed �-i� .�3�E A. (yrr to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 0� ✓ 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 489 Ib uplift ` ai` >it lCy J r at joint B and 489 Ib uplift at joint F. LOAD CASE(S) Standard cfl S ATE O 1 June 26,2003 Job russ I russ Type ty y 1 1 SEMI OLE ROAD A553085 J51273 T01G DROP TC GABLE 1 1 (optional) uilders FirstSource, Jacksonville, FL., RWH 4.201 S 1 s Oct 1 2001 Mi ek In ustnes, Inc. Thu Jun 26 16:20:01 2003 Page 1 -2-0-0 8-3-0 16-6-0 18-6-0 2-0-0 8-3-0 8-3-0 2-0-0 Scale = 1:34.3 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 2x4 II 4x5 = E 2x4 II 5.00 12 2x4 II 2x4 II 2x4 II 5x5 5x5 D F 2x4 II 3x8 3x8 C G H B 2x4 II O x 12 = + x I to OA 2x4 II 2x4 II + 2x4 111 + 2x4 II 2x4 II + 4x12 = 3x8 = 16-6-0 16-6-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.15 B-J >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.22 B-J >894 BCLL 10.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.05 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 941b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-7-1 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 6-0-8 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=1418/0-3-8, H=1418/0-3-8 Max Horz B=-115(load case 5) Max UpliftB=-849(load case 4), H=-849(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A-13=88, B-C=-2382, C-D=-2331, D-E=-1713, E-F=-1713, F-G=-2331, G-H=-2382, H-1=88 BOT CHORD B-J=2170, H-J=2170 WEBS E-J=892, D-J=-738, F-J=-738 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level *tiilt4Ula�iurlurz+rt3jfrrr using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an �C occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per FBC2001 0 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposedt� t to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2► Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) Gable studs spaced at 1-4-0 oc. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 849 Ib uplift at joint B and 849 Ib uplift at joint H. 5 ?ATE OF ti 5) The building designer is responsible for the design of the roof and ceiling diaphragms, gable and shear walls, °"���115' 0R��� ��'1�'��`' and supporting shear walls. Shear walls must provide continuous lateral restraint of the gable end. All '�r+irlfr $p't+ik�-k,t��`�� connections to be designed by the building designer. June 26,2003 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-E=-114.0, E-I=-114.0, B-H=-30.0 f B01 • ' TJ-Beam(TM)6.06 SerialNurnber:700`2116422 2 Pcs of 1 3/4" x 11 718" 1.7E TimberStrand@ LSL User:1 Paget EJngi/2003 neVerson:1.6.44 THIS PRODUCT MEETS OR E03 PM XCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0.112 Roof Slope012 All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group-Roof(psf): 30.0 Live at 125%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 285.7 114.3 0 To 13' Adds To T01 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 2052/907/0/2959 L1: Blocking 1 Ply 1 3/4"x 11 7/8" 1.7E TimberStrand@ LSL 2 Stud wall 3.50" 3.50" 2052/907/0/2959 L1: Blocking 1 Ply 1 3/4"x 11 7/8" 1.7E TimberStrand@ LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2883 -2376 13854 Passed(17%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 9131 9131 22300 Passed (41%) MID Span 1 under Roof loading Live Load Defl(in) 0.241 0.422 Passed (L/631) MID Span 1 under Roof loading Total Load Defl(in) 0.347 0.633 Passed(L/438) MID Span 1 under Roof loading -Deflection Criteria:MINI MUM(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: J51273 Ryan Haeseler HAMILTON ADDITION Builders FirstSource PORCH BEAM 6550 Roosevelt Blvd. Jacksonville, Florida 32244 Phone:904.772.6100 Fax : 904.772.1973 ryan.haeseler@buildersfirstsource.com Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. T:\Mitek42\mitek\Jobs\J51\J512'73\BOI.sms ► ,Lti f CITY OF ATLANTIC BEACH s J 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 " INSPECTION PHONE LINE 247-5826 .DA Application Number . . . . . 03-00027314 Date 12/03/03 Property Address . . . . . . 1201 SEMINOLE RD Tenant nbr, name . . . . . . NEW ROOF INSTALLATION Application description . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 7000 Owner Contractor -------- --- ------------- ------------------- ----- HAMILTON, ROBBIE ROMANO ROOFING SERVICES 1201 SEMINOLE ROAD P .O. BOX 33037 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 537-0953 (904) 246-5649 ---------------------------- ----------- --- - - --- -- ----- - --------- ------------ Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 98 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 7000 Fee summary Charged Paid Credited Due --------- -------- ---- ------ --- ------- - ----- - --- - ------ --- Permit Fee Total 98 . 00 98 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 98 . 00 98 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE _ T OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PERMIT ..CALCULAT IONSLEET •Address 120( Pot t&At, (e D.atefo3 Heated Square Faatage @ , ner sc ft -Garage/Shed @ 4 cer .sq ft = .S ir Carport/Parch $ mer sq ft ._ $ Deck @ $ mer sq ft = S .Patio @ $ aer : sq ft = $ TOTAL VALUATION : S a pop Total Valuation 1st .Remaining Value $57 per thousand - 'or :portiori .thereof - • TOTAL BUIL61NG FEE $ + 1/2 FiIing • Fee $ rl�•S (: ). Yirep Ia.ces . @ . $15 .0Q. $ . -BUILDING PERMIT FEE $ WATER IMPACT .FEE $ SEWER :IMPA.CT FEE $ . '`. WATER' METER-/TAP $ CAPITAL .IMPROVFXENT. $ SEWER TAP, S . . SECTION H PAVING ( } $ HYDRAULIC SHARES $ CROSS CONNECTION. $ ( ) SURCIiQGE .0050 . $ OTHER S .GR.AMM .TOTAL DUE $ Q ADDITIONAL PERMITS OR FEES : ,Mec.hammicaI Plumbing • Electric/New Electric/Temp ; Sarimmirngpaal Septic Tank Well Sign Finish Floor Elevation Survey Other CA.LCULA.TIONS and/ar NOTES : Cc: sSyL,�f CITY OF ATLANTIC BEACH D. F ' BUILDING / ZONING DEPARTMENT ins 1 800 Seminole Road J Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # C3 - 01731±1 Property Address: I a G I Se rr 1 nL I-e RA Applicant: c^mac n Rr)r..G n r Project: neu-) /rocr ins atictlio✓t This permit application has been: Approved El Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: RECEIVED CITY OF ATLANTIC BEACH BUILDING &ZONING CITY OF ATLANTIC BEACIJ DEC p 12003 i ROOFING PERMIT APPLICATi ON 6aPe. Job Address: Owner of Property: a 6 G!r Address: J'1 vTelephone: 737- 67 015 r Contractor: OD S'rill §tateLicense Number: Contractor's Address: 3 o / S'rr0 Q�" �–✓(9s�' f7.�/G h 1,14 (3 6A Telephone: Z 6 ' s 6�� Fax: e0�V-0 Scope of Work: //g L✓ !/`00•� �i�►S- /�S -fc o—7 Deck Slope: Z Greater than 2:12 Less than 2:12 Valuation of work: #7 670 D / Product Name(Examp e: imberline): Manufacturer(Example: GAF): ASTM Designation(s): Required Inspectio thing and Final / Signature of Owner. Date: �[ w(o Signature of Contractor: Date: 2 AS TO OWNER: Sworn to and subscribed before me this day of �� .2043- State 2043.State of Florida,County of Duval Notary's Signature: ❑ Personally known 5,a GLORIA J. MISSILNE•McL9-M j,�. roduced identification S//, ���_ _V//2- MYIHM�ssioN,r9,�»g Type of identification produced `7 �3��Ikli1�$t gpapm@er `Y F Nifty&4q@ AS TO CONTRACTOR "`�- Sworn to and subscribed before me this )r day of State of Florida,County of Duval Notary's Sipature-jka Personally known Produced identification ,�yP�eGo GLORIA I.CMTERLINE-MciMi Type of identification produced ^, 19 MY COMMISSION#CC 975739 ~ of�p� EXPIRES:December 8 2004 TA.PY FL Notary$n r;,ry u n 1 5 MIN. REQ :�i 1499 8450 ONE# �L� Page: 442 �H Filed E Recorded NOTICE OF COMMENCEMENT 12/01/2003 11:02:57 AM JIM FULLER CU State of Tax Folio No. a WA rrolT County of RECORDING f 5.00 TRUST FUND f 1.00 IN COPY FEE $ 1.00 0 To Whom It May Concern: CERTIFY $ 2.00 The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Q' Zv s�� 1 l n.o t P �� It Legal description of property being improved: 74 Address of property being improved: I z 3C 1Wq r Z pGeneral description of improvements: .�o m G4 Owner: ° Address: Z o ,-� H v( �►n /G ZZ Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Address: 19 4 4 Contractor: 46C6 ,� hR O Address: G fi 3 Z Phone No: A W,f Fax No.�-7��j -7 d yy Surety(if any): Address: Amount of Bond$ Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: --_ Address-.— Phone ddress:Phone No: Fax No: In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida 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): THIS SPACE FOR RECORDER'S USE ONLY ER Si Date: r Before m tits __- day of /U'�IDD ____i th ounty of Duv 1, State o.Florida,has personall appeared oy Pu c at Large,State of F arida, unty of Duval. My commission expires: L�l 4d, Personally Known: Produced Identification: GLORIAJ.CASjL1ci s �.. MYCOMMISSION#CC 976735 OF*I, EXPIRES:December 8,2004 �1!1aiN0TP.RY FL Notary ser PREPARED 2/13/03, 9:43:11 INSPECTION TICKET PAGE 2INSPECTOR: LARRY J HIGGINS DATE 2/1303 CITY OF ATLANTIC BEACH ADDRESS . : 1201 SEMINOLE RD SUBDIV: TENANT, NBR: ADD MBEDRM,BTH,EXTEND GAR PHONE : CONTRACTOR : PHONE : (904) 247-1273 OWNER HAMILTON, ROBERT PARCEL 171891-0000- - APPL NUMBER: 02-00025295 RESIDENTIAL ADD/RENOVATE/ALTER ------ -------------------------------- PERMIT: BLDG 00 BUILDING PRRMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------- 10 O1 1230/02 LJH BD FOOTING TIME: 08:00 1230/02 AP 247-1273 10 02 2/11/03 LJH BDOCK FOOTING TIME: 08:00 11 O1 3 LJH BD SLAB TIME: 08:00 - -- COMMENTS AND NOTES -------------------------------------- PAGE 3 9:11:29 INSPECTION TICKET DATE 211/03 PREPARED 2/1103, INSPECTOR: LARRY J HIGGINS ------ _ CITY OF ATLANTIC BEACH -_ -"-- --- ---------------- - ------ ---- SUBDIV: ADDRESS . : 1201 SEMINOLE RD TENANT, NBR: ADD MBEDRM,BTH,EXTEND GAR PHONE : CONTRACTOR : PHONE (904) 247-1273 OWNER HAMILTON, ROBERT PARCEL 171891"0000- ------ ------------- o IAL --- APPL NUMBER: 02-00025295 RESIDENTADD�RENOVATE ALT ------ -- -------------------------------------- PWIT: BLDG 00 BUILDING PBRNIT RIPTION REQUESTED INSP DESC TYP/SQ COMPLETED RESUL RESULTS/COMMENTS Vii_------ ------------------- 10 O1 12/3002 LJ BD FOOTING TIME: 08:00 241-1273 12I30/02 2�11�03 JH BD FOOTING TIME: 08:00 10 02 -LA BLOCK - -- --- - -------- �,`l`1 _____________ COMMENTS AND NOTES - ---------- PAGE 4 INSPECTION TICKET DATE 12130102 PREPARED 12130102, 845:01 INSPBCTOR: LARRY J HIGGINS -_-_---- CITY OF ATLANTIC BEACH -------------"- SUBDIV: ADDRESS . : 1201 SEMINOLE RD TENANT, NBR: ADD MBEDRM,BTH,EXTEND GAR PHONE CONTRACTOR : PHONE (904) 241-1213 OWNER HAMILTON, ROBERT 111891-000 - --------- PARCBL - ---------"----- - APPL NUMBER: 02-00025295 REST----- L A----- O----- -- PBg11IT: BLDG 00 BLDIIIGNSpRMIT DESCRIPTION REQUESTEDRESUL SICOMMENTS ---------------------- TYPISQ COMPLETED RESULT ----- ------------ ------ ------" -------- BD OOTING TIME: 08:00 10 O1 12130102 LJH --� ------------ _ 2 -1213 ------ ___ __-_-_- COMMENTS AND NOTES __ C14&4440 B ITY OF 73 ' Office of ding Official / REQUEST R INSPECTION 1-78061 - Q Permit No. Dates Time 3 O P.M. Received oC O S2 61M " C Locality Job Address ++ // y 5 Owner's b o-rt ttQ�rti 1 a C EMECHANICAL LECTRICAL LUMBING C CONCRETE Rough C Air Cond. a BUILDING Rough Wiring ❑ Top Out ❑ Heating Footing Temp Pole ❑ Fire Place raming ❑ Slab - Sewer Pre Fab Re Roofing Final Insulation Lintel READY FOR INSPECTION Friday P.M. Wed. Thurs. Mon. Tues. A.M. `��Z _ P.M. Final Inspection C Inspection Made Certificate of occupancy ^ Inspector Date /► //II ������� CITY OF n Office of Building Official REQUEST FOR INSPECTION /� &M 9 O _ r n Permit No. Date `7 A.M. Time P Received Loc Y ` Job Address r Owner's Contractor MECHANICAL Name PLUMBING ❑ Air Cond. & C CONCRETE ELECTRICAL BUILDING �, Rough Wiring Rough Out G Heating C ❑ Footing Temp 0 p Fire Place ❑ Pole 0 Sewer Slab ❑ Final Pre Fab Re Roofing Insulation Lintel �AM READY FOR INSPECTIONFriday _ Thurs. Wed. Tues. A.M. Mon. _ PM Inspection Made Final Inspection C Certificate of Occupancy Inspector Date CITY OF ATLANTIC BEACH I s 800 SEMINOLE ROAD J .K ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025295 Date 9/15/03 Property Address . . . . . . 1201 SEMINOLE RD Tenant nbr, name . . . . . . ADD MBEDRM, BTH, EXTEND GAR Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 100000 Owner Contractor ------- ----- ------------ - - ---- ------------------ HAMILTON, ROBERT OWNER 1201 SEMINOLE ROAD ATLANTIC BEACH FL 32233 (904) 247-1273 ---------------- --- - ----------------- --------- - ----- ------------------------ Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor . . COASTAL HEATING AND COOLING Permit Fee . . . . 123 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 123 . 00 123 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 123 . 00 123 . 00 . 00 . 00 4 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT —Applicant to complete all items in sections I, II, III, and IV. (. Street Address: LOCATION OF Intersecting Streets: Between // X= tf And,j��,/`.N�•c�y� �t BUILDING Sub-division (I. INDENTIFICATION —To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor(Print) Ao,4 riA 4 11CA rIA.-I0♦ e0oww Master (d Name of Property Owner D �tJ Signature of Owncr Signature of Or Authorized A ent Architect or Engineer III. GENERAL INFORMATION A- Type of heating fuel: B. X Electric IS OTHER CONSTRUCTION BEING DONE ON THIS O Gas: _LP _Natural _Central Utility BUILDING OR SITE? ❑ Oil ' O Other–Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BE NATURE OF WORK INSTALLED Residential or _ Commercial O New Building (Provide complete list of components on back of this form) Existing Building Heat _Space _Recessed LiC ntral —Floor Replacement of existing system v Air Conditioning: Room Central ❑ New Installation(No system previously installed) O Duct System: Material Thickness_ Extension or add-on to existing system Maximum capacity /o O 0 cfm O Other- Specify O Refrigeration O Cooling tower. Capacity t;Dm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY O Elevator: _ Manlift_Escalator (Number) (Received) O Gasoline pumps (Number) O Tanks (Number) ❑ LPG containers (Number) Remarks O Unfired pressure vessel Permit Approved by Date ❑ Boilers O Other–Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Madel Number Manufacturer Capacity Approving Tons A encu A G 40 HEATING–FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving (BTU) A encv q 0 C/L - a s I TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manutacturer Na A encv i CITY OF ATLANTIC BEACH 11 s f 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 +, INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025295 Date 2/26/03 Property Address . . . . . . 1201 SEMINOLE RD Tenant nbr, name . . . . . . ADD MBEDRM,BTH,EXTEND GAR Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 100000 Owner Contractor - ------------------------ ----------------------- HAMILTON, ROBERT OWNER 1201 SEMINOLE ROAD ATLANTIC BEACH FL 32233 (904) 247-1273 ------------------------------------------------------ -------- Permit . . . . . . PLUMBING PERMIT Additional desc INSTALL 8 FIXTURES Sub Contractor W.W. GAY MECHANICAL CTR. Permit Fee . . . . 91 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited -- Due--- ----- ---------- ---------- Permit Fee Total 91 . 00 91 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 91 . 00 91 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i y City of Atlantic Beach Plumbing Permit 2 Applicant to complete numbered spaces only Job Address: 1 V ki <'>���\ G ( t2o 1 V7—. .,C,A O fATI-,N!•►T IC Qt f.\ U!-t �t 3Z L3 3 1 Lot No. Block: , Tract;q, + 1� Ce�vea edshJe 2 Owner(Mailing Address): /4 J ph?ne# cAf 3 Contractor(Mailing Address): W 1;f'j 6'" l A"4►A--'Q IC4 L,�'+J�'/ �N L Registration#. 5, 5 � 0a SA 3zzC4 t; 57L c 4 Architect or Designer(Mailing Address): Registration A 6 Engineer(Mailing Address): Registration A 7 Class of work: • New Addition Iteration Repair 8 Describe Work: g Approved by: For Office Use Only—Permit Fees No. Type of Fixture or Item Fee Water Clos et(Toilet) 10 Special Conditions: Bathtub Lavatory(Wash Basin) -T- -Th—ower -A—cce-pTe-a I Plans Checked ApprovedKitchen Sink&Disp. $ Dishwasher NOTICE Laundry Tray This permit becomes null and void if work or construction Clothes Washer authorized is not commenced within 6 mordhs,or if construction or Water Heater work is suspended or abandoned for a period of 6 months at any Urinal time after work is commenced. Drinking Fountain Floor Sink or Drain I hereby certify that I have read and examined this application and Slop Sink know the same to be true and correct. All provisions of laws of GasSystems:No.Outlets laws and ordinances governing this type of work will be complied with whether specified herein or not,the granting of a permit does Water Piping&Treating Equipment sume to g ve author ty to violate or cancel the prov cion of Waste Interceptor y o her state or local law regulating construction of the Vacuum Breakers pedo ance of c stru Lawn Sprinkler System Sewer Cesspool Septic Tank&Pit gna ur o on rac or u ooze en a e Permit $ U Total Fee $ igna ure of ownerowner ui er a e ( '�) When Properly Validated(in this space)this is your permi • ` ti CITY OF ATLANTIC BEACH :r l 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 02-00025295 Date 1/14/03 Application Number 1201 SEMINOLE RD Property Address - - ADD MBEDRM,BTH,EXTEND GAR Tenant nbr, name . . . . • RESIDENT ADD/RENOVATE/ALTER Application description • • . TO RESIDID UPDATED Property Zoning • • • • ' . . 100000 Application valuation . . . . Contractor Owner ------------------------ --------------- -------- OWNER HAMILTON, ROBERT 1201 SEMINOLE ROAD FL 32233 ATLANTIC BEACH (904) 247-1273 --------------- ----------- -----Permit ELECTRICAL PERMIT Additional desc SVC INCREASE TO 225AMPS Sub Contractor MILLER ELECTRIC COMPANY . 00 65 . 00 Plan Check Fee 0 Permit Fee . . • • Valuation Issue Date - - Charged Paid -_ Credited Fee summary - --- -------------- -- ---------- -------- _ ---------- 6500 . 00 . Permit Fee Total 65 .00.00 .00 .00 . 00 Plan Check Total 65. 00 65 .00 . 00 . 00 Grand Total BUILDING MATERIAL,RUBBISH ANDEB RS FROR OR OWNER THIS WORK nFAILURE TO COMPLY WITUST NOT BE PLACED IN H PUBLIC CONSTRUCTION LIEN LAW CAN UP AND HAULED AWAY BY EITHER RESULT IN THE PROPERTY OWNER PPADYIING TWICE FOR BUILDING REVOCATION FOR VIOLATION OFIAPPL CABLE PROVISIONS F LAW.PROVED PLAN WHICH ARE PART OF THIS PERMIT SUBJECT urirr nrtJr;(1FFIf AL Mar-04-98 08:22 P.Ol CITY OF ATLANTIC HACH, FLORIDA R-71 Va ADDfOwfI OV APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTMCAL INSPECTOR: OATEN__ _ 19-- IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN TIIE FOLLOWING, WE IIEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITII THE ATTACIIED PLANS AND SPECIFICATIONS, WIIICII ARE A PART IIEREOF,AND IN ACCORDANCE WIT11 TIIE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACII ORDINANCES. M ormi r co �� 9 ELECTRICAL FIRM: MA tER ELECTRICIAN 0 GNATURE pJQUHNEYMAN NAME 1Ott _�Ar+\LT>tVJ�i/`ADDRESS:,�ZO SEMIwsIL. IL�.�RFD BOX � BLDG.SIZE 15 U. S 9 rT- Nw EBETWEEN: SEM L.1 P+oL.& S EVA ►,y'1A0f#~$ RES.(lam APT.( 1 COMM.1 1 PUBLIC 1 1 INDUS.11 NEW 11 OLD 1 1 REW.N' ADDITION kiln TRAILER( III TEMP.( I SIGNS ( 1 SO.FT. SERVICE: NEW(K INCREASE(W ''R``E_PAIR( 1 _ FEE CONDUCTOR SIZE AMPS 2S?r COPPER ALUM.I I it SWITCH OR BREAKER 2Z.5 AMPS _ PHDLT•. RACEWAY_ EXIST.SERV.SIZE 1 SQ 1 AMPS PH W IL, VOLT C rZ_RACEWAY FEEDERS 2 NO.3o SIZE I NO. I SIZE IppANO. _ S12E LIGHTING OUTLETS 12 S CONCEALED OPEN TOTAL RECEPTACLES 2-[7 CONCEALED OPEN TOTAL 0.70 AMPS. 21100 AMPS. SWITCHES INCANDESCENT FLUORESCENT d M.V. 2 FIXED rcomp. 0 AMPS- OVER APPLIANCES BELL TRANSF. _ AIR .RATING II.P.RATING CONDITIONING MOTOR_ OTIIER MOTORS AMPS EIL IIEAT: KW.IIEAT 0.1 OVER MOTORS H.P. VOLTAGE PIIS I NO. I N.P. VOLTAOE PHS MISCELLANEOUS ` G pex-m i 2-SlAs D wt& TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA 11 H NO. KVA --- NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCII FLASIIE EACH SIGN _ _- - FORWARDED TOTAL FEES _- p .O_ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . 02-00025295 Property Address . . . . . . 1201 SEMINOLE RD Date 12/20/02 Tenant nbr, name ADD MBEDRM,BTH,EXTEND GAR Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation 100000 Owner Contractor ------------------------ HAMILTON, ROBERT ------------------------ 1201 SEMINOLE ROAD OWNER ATLANTIC BEACH FL 32233 (904) 247-1273 ----------- Permit ------------------------------- BUILDING PERMIT ---- Additional desc . . Permit Fee . . . . 460 . 00 Plan Check Fee . Issue Date 12/19/02 230. 00 Expiration Date on 6/18/03 100000 • ---- -------- ---------------------------- Other Fees -------------------- . . • • • • . WATER IMPACT FEE 180. 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid -- Credited Due Permit Fee Total ---------- _______ ------ Plan Check Total 460 . 00 460. 00 . 00 . 00 Other Fee Total 0 . 00 230 . 00 . 00 . 00 Grand Total 215 . 00 215. 00 . 00 905 . 00 905. 00 • 00 . 00 . 00 r BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS-ISSUED ACCORDING TO APPROVED PLANS WHIC PART OFiTHIS PERM AND UBIECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. C' +•+ • BUILL)ING OFFICIAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Z26 1 r( A.1 l�'� J j•z ,Gkeo�,�',y� . .Date Heated Square Footage @ $ per sq ft= $ Garage/Shed @$ per sq ft= $ Carport/Porch @ $ per sq ft= $ Deck P @$ per sq ft= $ W(v Patio c,f) @ $ per sq ft= $ TOTAL VALUATION: $ d d C) Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: _�j TOTAL B[;JILDING FEE $ ZONING: 41, + %2 Filing Fee $ FLOOD ZONE: ( ) Fireplaces @ $15.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ WATER IMPACT FEE $ O SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( ) RADON FkP,50050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ , OTHER $ r; GRAND TOTAL DUE: $ I�ECET�T�F' 3% DEC 1 0 2002 B City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATE ®h 9 / ZOO Z JOB ADDRESS 12-01 S e, n o bf &>`.CS . A4-1,,_4 . -f: me-c . F& 3 z z� APPLICANT ADDRESS PHONE: 2 X17- 173 LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER V ZONING DISTRICT CONTRACTOR STATE LICENSE NUMBER ADDRESS PHONE CITY STATE ZIP FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE /7,.SkC PRESENT USE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION ? X00 40J a Is this an addition? l'7 If yes,what are the dimensions of the added space: ' feet by ZZ' feet Will the added area be heated and cooled?�y�S New electrical or increase in service? 7�C New plumbing fixtures? y, New fireplace? V C S New heating/air conditioning? V C S � T Is approval or Homeowner's Association or other private entity required? ✓1 n If yes,please su4nut with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATYRIAL? NO._A-pplicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/18/02 STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic . Beach,FL 32233 Telephone:(904)247-5826 0'� In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER -'e-11, DATE. to I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND. CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPIN APPLICATION (PLEASE PRINT) ��' NAME "aL r-+ f a"" l tet'`� MAILING ADDRESS 17-01 S�?: "tip (r2 �, H �_ =� 6e ti CA _ L _?6z3 PHONE L y 7 ( Z 7 3 FAX SWORN AND SUBSCRIBED BEFORE ME THIS �L t DAY OF STATE OF FLORIDA,COUNTY OF DUVAL 1 NOTARY'S SIGNATURE JENNIFER SCHWETER ' .COMMISSION>f DD 121301 Personally known �EX?IRE&May 27,2006 d Bonded Thru Notary Public Underwriters Produced identification Type of identification produced AS TO CONTRACTOR: ❑ Personally known ❑ Produced identification Type of identification produced 6/18/02 S CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD JS ATLANTIC BEACH,FLORIDA 32233-5445 ISS TELEPHONE: (904)247-5800 J FAX: (904)247-5805 J _ SUNCOM:852-5800 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application # 0-2-- -,2-5-2- Applicant: Applicant: L:2Cy4- 0.!-'1 �^ Address: I 1 d Project: a— Your application is approved �_q a Kaj-ems o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed Date�� Contractor Noti ie Date Book. 10822 Page 2344 5 MIN. RETURN PRONE#3 ;OS NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. Tax Folio No. Stale of County of LIAL To whom it may concern: The undersigned hereby Informs you that Improvements will be made to certain real property, and In accordance with Section 713 of the Florida Statutes, the following Information is stated In this NOTICE OF COMMENCEMENT. Legal description of property being improved: sty hL4-W� k Address oproperty being improved: I Z'7( � f P General description of improvements: c � r W Owner Address �' n ' Owner's interest in site of the improvement '� Fee Si mp a Titleholder (if o her than owner) .. Name YYl `L AddressI(7� Contractor `} \l C (� Address Phone No. Fax No. Surety(if any) Address Amount of bond $ Phone No. Fax No. Name and address of any person making a loan ;or the construction of the improvements. Name Address ' Phone No. Fax No. Name of person within the Stale of Florida, other than himself, designated by olNner upon.whom notices or other documents may be served: Name Address Phone No. Fax No. In addition to himself, owner designates the following person to receive acopy of the Lienor's Notice as provided in Section 713.06 (2) (b), Florida Statutes. (Fill in at Owner's option). Name Address Phone No. Fax No. Expiration dale o(..Nolice of Commencement (the bxpiration date is one (1) year from the date of recording unless a diN.erenl dale is specified): THIS SPACE FOR RECORDER'S USE gNLY N E RL Signed. Date: Before me this 2 - day of LJ n the -- Codnty of Duval, Slate of Florida, has personally appeared No Public al Large, Slate of Florida, County of Duval Doct 200261683 Pile: 2344 2344 My commission expires: �'�- 1�j Filed 6 Recorded Personally Known or 12!19/2002 11:22:46 AN Produced Identification _ �. ��[,�• JIM FULLER CLERK CIRCUIT CST DIXfAL CWHTYyt"°i J=SCHLUErERETERRECORDINfi >< .5.00 *zc MY C121301TRUST FUND : 1.00 : 0 E2006Bandendenwftm WATER IMPACT FEE WORK SHEET ADDRESS: / 20 DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, / bidet, and bathtub or shower 6 Bathtub (with or without overhead bower or whirlpool attachments) '" -cLaZ z , 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fountain 1/2 Floor drains 2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS = MULTIPLIED x 20 TOTAL$ CITY800 SE INO E CH ROAD S ATLANTIC BEACH,FLORIDA 32233-5445 11� TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM: 852-5800 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application # Applicant: � t.►'-1 Address: 1 Project: ✓ 300 4- o Your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed Date Contractor Notified Date CITY OFATLANTIC BEACH 800 SEMINOLE ROAD J T 1 ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 J; ) FAX:(904)247-5805 L3 :: SUNCOM:852-5800 http://ci.adantic-beach.fl.us CHAPTER 489,FLORIDA STATUTES,PART 1"CONSTRUCTION CONTRACTING"REQUIRES OWNERBUELDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE— OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK(EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. PROPERTY- OWNER/BUILDER A)DDgSS SWORN TO AND SUBSCRIBED BEFORE ME THIS_`—'le—DAY OF ey'• JENNIFER SCHLUETER MY COMMISSION#DD 121301 EXPIRES:May 27 2006 .',�• � `,, Bonded Thru Notary Public Underwriters NAQYARY PUBlftC MY COMMISSION EXPIRES: NOTF.• P14RA9FC 1 rNDF.RT.MFn AROW JUN-12-2001 11=43 P.02i02 MAP SHOWING BOUNDARY SURVEY OF •OT 1_ %i1 O[:K 1, !ELVA MARINA UNIT NO. 1. AS RECORDED IN PLAT BOO( 23. I-ACI- ♦. OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY.FLORIDA. CERTMEO TO: ROBERT C. HAMILTON ANO AMY L.FINDLEY SUNTRUST BANK NORTH FLORIDA.N.A. COaFN,CHERNAY.NORRIS. WOMBEROH i HARRIS ArrORNEYS AT LAW COMUMME ILTH LANI)TT n Z INSURAWV COMPANY SEMWOLE ROAD (lnc•O•R1brT w,,AT) N 16"f Tt.Y E 0.00' 16'25.47'E r08.s1;1; (M� D1 x.13.....—ry Ib.L ri• 1.-,IG,> XC,�ORD) LOT a 3' BLOCK T s w•eu�ul[�`aanrcir� _ Is oA, .O1 ONE STORI• gLUCI. 1 MASONRY C POSTED 0 120) Lo S IR nck I jj � W A R� V I� s• W�• A .. A.r x T°w�,RR..SNIs 9000- )' OLAT) 5 OS'29 b�W LOT 'JB BLOCK 1 :of 39 HI OCK 1 •'_ Lttik NU _ [ - I.FNfI1N ` .� - cDNETIETE ... ..- mom' REVISIONS 1 AT'APn4\AK AAsFI�i;N IK_ PLAT. _"-'.O D< M TI'S�'OS��_1� KdG TK p31TAEAAY tlaOMIAR'•u,IL IX-"C1 PARCEL. DATE DEr PTKW i.RT U'ANw Kull.0 0.1:1.c—OwD t,—t uE MTNIN Waco ZONE—y—As!24M NE NAtl— FV"W—Cr NAP DATED Abri 17.Ifft�IARP*•^41114)11120075.—T� 3.1*t$:TNM Y NIM1EA:IS NI.I.AV.ON 9 41NOr1S OF TAY AS PEN A RAT Y DM»ITA 4OBRTNENI R S Mk'.LO VNLESS OWN—SEATED.NO OTNM TAE vEanc.Td/NAS B; p R.2 BY T11E INDi»9GIE� ..I41:!OINVTY Nuf VAW M»,Mlr TAE Fj&VZSW$CAL OF IM[L WYAG Z,R51TW1. JOB # SA✓ 1 UAIF OF FIELD SURVEY; 01-19-98 DISK 7 SCALE: 1_ - 20' IERTInCA.Tf 923 IRnlrlwrNr PIRA,fVKP 1 N1Rm dy»Er TMT ITh LI1lY Ap t NT PpAf4Yl arAlaf .IeR1iRAN4.f1sYs 323cA AIO NL[E _�!1T�AQVIrrii yT IOtM yr rraMA [MbIR)505-39.-,151 RA0(� Vi'..'i�oMl[MNM✓A O✓lu RIG n.rlr�A:. (/a.) gA_39 256 M1K.Q•1TlE _TVPf041T A WCW-.Tf.OY gveA M1lRll�tr. 1 _ t NGEO — I nyl:lu lR>rwl SS I pTo+ TiEaST.Eit•C._51711v[rat ND.yAP11fR•F 8572 i1+I� 1V rLORKrA LAND SURVEYS O CONSTRUCTIONSURVEY O---Z.:o.' TOTAL P.02 r -Job russ Truss Type ty ly 1 SEMINOLE A401409 J211126 T01 ROOF TRUSS 1 1 (optional) Builders FirstSource, Jacksonville, FL., R H 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Tue Dec 03 18:30:19 2002 Page 1 -2-0-0 6-7-6 12-7-0 18-6-10 25-2-0 27-2-0 2-0-0 6-7-6 5-11-10 5-11-10 6-7-6 2-0-0 Scale = 1:48.7 3x4 = K L J 5.00 12 I M H N G 0 F P E Q LC 3x4 D R 3x4 C S B TW W _ q U[0 0 0 4x8 II AJ Al AH AG AF AE AD AC ABAA Z Y X W V 4x8 II 3x4 = 3x4 = 3x4 = , 8-7-4 , 16-6-12 25-2-0 8-7-4 7-11-8 8-7-4 Plate Offsets ( ge , B:0-3-1 ge , 1, ge , ge LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TQ 0.05 A-B >491 BCLL 10.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.01 T n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 145 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=536/25-2-0,T=536/25-2-0, AB=10/25-2-0, AD=208/25-2-0, AE=190/25-2-0, AF=193/25-2-0, AG=187/25-2-0, AH=216/25-2-0, AI=81/25-2-0, AJ=437/25-2-0, AC=202/25-2-0, AA=184/25-2-0, Z=194/25-2-0, Y=187/25-2-0, X=216/25-2-0, W=81/25-2-0, V=437/25-2-0 Max Horz B=150(load case 4) Max Uplift B=-370(load case 4), T=-388(load case 5), AD=-52(load case 4), AE=-136(load case 4), AF=-127(load case 4), AG=-127(load case 4), AH=-132(load case 4), AI=-96(load case 4), AJ=-215(load case 4), AC=-35(load case 4), AA=-141(load case 5), Z=-127(load case 5), Y=-127(load case 5), X=-133(load case 5), W=-91(load case 5), V=-224(load case 5) Max Grav B=537(load case 6), T=537(load case 7),AB=10(load case 7), AD=208(load case 1), AE=192(load case 6), AF=193(load case 1), AG=187(load case 1), AH=216(load case 6),case 1),AA=186(1 ad case 7) (Id Z 194(load case 1), Yad 02(load 87(load case 1� ,Al' s r;f 1�Aur�trr> X=216(load case 7), W=81(load case 1), V=437(load case 7) IFI FORCES (Ib) - First Load Case Only TOP CHORD A-B=87, B-C=-29, C-D=107, D-E=40, E-F=69, F-G=63, G-H=64, H-1=64, I-J=64, J-K=30, K-L=30, L-M=64, M-N=64, N-0=64, O-P=63, P-Q=69, Q-R= 19, R-S=107, = '] S-T=-29, T-U=87 - rt BOT CHORD B-AJ=-32, AI-AJ=-32, AH-AI=-32, AG-AH=-32, AF-AG=-32, AE-AF=-32, AD-AE=-32, + AC-AD=-32, AB-AC=-32, AA-AB=-32, Z-AA=-32, Y-Z=-32, X-Y=-32, W-X=-32, ., 5 S.T (~ r� V-W=-32,T-V=-32 WEBS J-AD=-167, I-AE=-151, H-AF=-152, G-AG=-150, F-AH=-166, E-AI=-77, D-AJ=-327, �d, 1�+ RI�"'rxti' ��R~ L-AC=-167, M-AA=-151, N-Z=-152, 0-Y=-150, P-X=-166, Q-W=-77, R-V=-327 "x" NOTES �rit+'4rr+atriraa�93iK"'� 1) This truss has been checked for unbalanced loading conditions. December 4,2002 2►This truss has been designed for the wind loads generated by 120 mph winds at 14 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist, the left is exposed and the right is not exposed. If cantilevers exist, they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1:60, and the plate grip increase is 1.60 Continued on page 2 i' Job Truss russ Type ty y 120 SEMINOLEA A401409 J211126 T01 ROOF TRUSS 1 1 (optional) Buil ers FirstSource, Jacksonville, FL., RWH 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Tue Dec 03 18:30:20 2002 Page 2 NOTES 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 370 Ib uplift at joint B, 388 Ib uplift at joint T , 52 Ib uplift at joint AD, 136 Ib uplift at joint AE, 127 Ib uplift at joint AF, 127 Ib uplift at joint AG, 132 Ib uplift at joint AH, 96 Ib uplift at joint Al, 215 Ib uplift at joint AJ, 35 Ib uplift at joint AC, 141 Ib uplift at joint AA, 127 Ib uplift at joint Z, 127 Ib uplift at joint Y, 133 Ib uplift at joint X, 91 Ib uplift at joint W and 224 Ib uplift at joint V. 8) The building designer is responsible for the design of the roof and ceiling diaphragms, gable and shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint of the gable end. All connections to be designed by the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-K=-114.0, K-U=-114.0, B-T=-30.0 Job russ I russ I ype ty Ply 1 I L A401410 J211126 T02 ROOF TRUSS 2 1 (optional) Bui ders FirstSource, Jac sonvi le, `IWH 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Tue Dec 03 18:30:20 2002 Page 1 -2-0-0 6-7-6 12-7-0 18-6-10 25-2-0 27-2-0 2-0-0 6-7-6 5-11-10 5-11-10 6-7-6 2-0-0 Scale = 1:48.7 4x5 = D 5.00 12 2x4 2x4 C E B F a[A GIv 0 0 3x5 = J I H 3x = 3x4 = 3x4 = 3x4 = 8-7-4 16-6-12 25-2-0 8-7-4 7-11-8 8-7-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.20 H-J >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.28 H-J >999 BCLL 10.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.05 F n/a BCDL 5.0 Code ' FBC2001 1 st LC LL Min I/deft = 240 Weight: 113 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 4-6-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-10-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=1158/0-7-10, F=1158/0-7-10 Max Horz B=163(load case 4) Max UpliftB=-666(load case 4), F=-666(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A-B=21, B-C=-1821, C-D=-1625, D-E=-1625, E-F=-1821, F-G=21 BOT CHORD B-J=1665, I-J=1152, H-1=1152, F-H=1665 WEBS C-J=-273, D-J=578, D-H=578, E-H=-273 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 14 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per FBC2001 1>ttt111tnrlirat�rl�rb If end verticals exist, the left is exposed and the right is not exposed. If cantilevers exist,they are 4�1�� fryrfi exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60, and .1110 , /�r,� the plate grip increase is 1.60 AF 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 666 Ib uplift at joint B and 666 Ib uplift at joint F. LOAD CASE(S) Standard � r S ATR OF r`,�r ,�f�ftprf/lt�.�'�.+4'4tt14t'•+.L�y`�`4 December 4,2002 r Job russ i russ I ype ty y 12 SEMIN A401411 J211126 T03 ROOF TRUSS 11 1 (optional) Bui ders FirstSource, Jacksonville, FL., RWH 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Tue Dec 03 18:30:21 2002 Page 1 2-0-0 6-7-6 12-7-0 18-6-10 25-2-0 2-0-0 6-7-6 5-11-10 5-11-10 6-7-6 Scale = 1:47.0 4x5 = D 5.00 11 2x4 2x4 C E F B _ .+A Iq 0 0 X = I H G x = 3x4 = 3x4 = 3x4 = 8-7-4 16-6-12 25-2-0 8-7-4 7-11-8 8-7-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.20 G-1 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.28 G-1 >999 BCLL 10.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.05 F n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/deft = 240 Weight: 110 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-6-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) F=1030/0-7-10, B=1158/0-7-10 Max Horz B=182(load case 4) Max UpliftF=-513(load case 5), B=-666(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-13=211 B-C=-1821, C-D=-1625, D-E=-1625, E-F=-1821 BOT CHORD B-1=1665, H-1=1 152, G-H=1152, F-G=1665 WEBS C-1=-273, D-1=578, D-G=578, E-G=-273 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 14 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II,condition II partially enclosed building, with exposure B ASCE 7-98 per FBC2001uitr,,. tj��tk1k4t1U r,lrj�4 If end verticals exist, the left is exposed and the right is not exposed. If cantilevers exist,they arers� exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and ��'�� A the plate grip increase is 1.60 �� 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 513 Ib upliftT�, '<+ at joint F and 666 Ib uplift at joint B. LOAD CASE(S) Standard r f4rrtrrl itluo% December 4,2002 Job russ russ ype ty ly 120 SEMINOLE ROAD A401412 J211126 T04 ROOF TRUSS 1 1 (optional) Builders FirstSource, Jacksonville, FL., RWH 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Tue Dec 03 18:30:22 2002 Page 1 -2-0-0 6-6-10 12-9-0 2-0-0 6-6-10 6-2-6 2x4 IScale = 1:30.3 K 2x4 11 J 12x4 II 5.00 12 2x4 11 2x4 11 H 2x4 11 G 2x4 II F 2x4 11 E 3x4 D C B F1 ni H 171 H Li Li Li LJ OA 4x8 11 3x4 - 2x4 11 2x4 II 2x4 11 2x4 11 2x4 11 2x4 11 2x4 II 2x4 11 6-6-10 12-9-0 6-6-10 6-2-6 Plate Offsets ): B:0-1-11 ge [ -3-1Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) 0.06 A-B >448 BCLL 10.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 78 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=530/12-9-0, L=74/12-9-0, M=189/12-9-0, N=195/12-9-0, 0=192/12-9-0, P=189/12-9-0, Q=205/12-9-0, R=133/12-9-0, S=342/12-9-0 Max Horz B=286(load case 4) Max UpliftB=-331(load case 4), L=-25(load case 4), M=-129(load case 4), N=-122(load case 4), 0=-130(load case 4), P=-127(load case 4), Q=-125(load case 4), R=-134(load case 4), S=-131(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=87, B-C=-60, C-D=57, D-E=-43, E-F=31, F-G=28, G-H=28, H-1=28, I-J=27, J-K=22, K-L=-59 BOT CHORD B-S=1, R-S=1, Q-R=1, P-Q=1, O-P=1, N-0=1, M-N=1, L-M=1 WEBS J-M=-149, I-N=-155, H-0=-152, G-P=-151, F-Q=-160, E-R=-112, D-S=-260 �,4a:rrtn Irntrrtroir�� NOTESSSE A, ljNl,, 1) This truss has been designed for the wind loads generated by 120 mph winds at 14 ft above ground level .``� �r F , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an jT occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist, the left is exposed and the right is not exposed. If cantilevers exist, they are f exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and * IF 7 1* the plate grip increase is 1.60 S. J 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the , a face), see MiTek "Standard Gable End Detail" x 31 Gable requires continuous bottom chord bearing. �f C PIORI 4) Gable studs spaced at 1-4-0 oc. F� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 331 Ib uplift ED ,w��� at joint B, 25 Ib uplift at joint L, 129 Ib uplift at joint M, 122 Ib uplift at joint N, 130 Ib uplift at joint 0, 127 Ib uplift at joint P, 125 Ib uplift at joint Q, 134 Ib uplift at joint R and 131 Ib uplift at joint S. 6) The building designer is responsible for the design of the roof and ceiling diaphragms, gable and shear walls, December 4,2002 and supporting shear walls. Shear walls must provide continuous lateral restraint of the gable end. All connections to be designed by the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-K=-114.0, B-L=-30.0 Jo Truss russ ype ty Ply 120SEMINOLER AD A401413 J211126 T05 MONO TRUSS 1 1 (optional) Builders FirstSource, Jacksonville, FL., RWH 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Tue Dec 03 18:30:23 2002 Page 1 -2-0-0 6-3-8 2-0-0 6-3-8 Scale = 1:14.3 2x4 II E 3.00 12 D 2x4 11 3x5 C B Ll 11 2x6 = 4x8 II 2x4 II 2x4 II 6-3-8 6-3-8 Plate sets ( ,Y1: B:0-3-9, dge , :0- ge LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.02 A >999 BCLL 10.0 Rep Stress Incr NO WB 0.10 Horz(TL) 0.00 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell = 240 Weight: 271b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=587/6-3-8, F=-123/6-3-8, G=654/6-3-8 Max Horz B=93(load case 2) Max UpliftB=-421(load case 2), F=-123(load case 1), G=-341(load case 2) Max Grav B=587(load case 1), F=48(load case 2), G=654(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD A-13=54, B-C=-40, C-13=65, D-E=-52, E-F=78 BOT CHORD B-G=O, F-G=0 WEBS D-G=-483 NOTES ��=auv7�lrtr,�hi ri 11 This truss has been designed for the wind loads generated by 120 mph winds at 14 ft above ground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the able end roof zone on an ti�>> +r.E A. Z1ij occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per FBC2001 `� ISI If end verticals exist, the left is exposed and the right is not exposed. If cantilevers exist, they are � T exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and G the plate grip increase is 1.60 sk_ 21 Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" w 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. g 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 421 Ib uplift at joint B, 123 Ib uplift at joint F and 341 Ib uplift at joint G. 6) The building designer is responsible for the design of the roof and ceiling diaphragms, gable and shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint of the gable end. All December 4,2002 connections to be designed by the building designer. LOAD CASE(S) Standard 11 Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: B-F=-30.0, A-E 114.0 Job Truss russ Type ty Ply 120 EMIN LE ROAD A401414 J211126 T06 MONO TRUSS 11 1 (optional) Builders FirstSource, Jacksonville, FL., RWH 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Tue Dec 03 18:30:24 2002 Page 1 -2-0-0 6-3-8 8-3-8 2-0-0 6-3-8 2-0-0 Scale = 1:17.2 D 2x4 I 3.00 12 C 0 B 2x6 = THIS TRUSS IS NOT DESIGNED TO SUPPORT LOADS FROM CONVENTIONAL FRAMING. x II 6-3-8 6-3-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.03 B-E >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.05 B-E >999 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 E n/a BCDL 5.0 Code FBC2001 1 st LC LL Min I/defl = 240 Weight: 27 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=370/0-3-8, E=366/0-3-8 Max Horz B=121(load case 2) Max UpliftB=-274(Ioad case 4), E=-241(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=13, B-C=-O, C-D=-14, C-E=-276 BOT CHORD B-E=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 14 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist, the left is exposed and the right is not exposed. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and 4%%pAll1Auleg,,J�,/� the plate grip increase is 1.60 10111 u 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 274 Ib uplift at joint B and 241 Ib uplift at joint E. LOAD CASE(S) Standard ,J4 M. � ,f!�'pFttJ7:i!��+Ji;4144`4yS�4 December 4,2002 Job Truss Truss Type ty ly 120 EMIN R AD A401415 J211126 T07 ROOF TRUSS 3 1 (optional) Builders FirstSource, Jacksonville, FL., RWH 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Tue Dec 03 18:30:25 2002 Page 1 -2-0-0 5-0-0 2-0-0 5-0-0 Scale = 1:11.7 2x4 II D C 3.00 12 B 7[4 A 2x6 = F E 2x4 II mo 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.03 B-F >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.05 B-F >999 BCLL 10.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 20 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=346/0-3-8, E=178/Mechanical Max Horz B=1 19(load case 2) Max UpliftB=-279(load case 4), E=-85(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=25, B-C=17, C-D=-6 BOT CHORD B-F=0, E-F=0 WEBS C-F=-115 NOTES 11 This truss has been designed for the wind loads generated by 120 mph winds at 14 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist,the left is exposed and the right is not exposed. If cantilevers exist, they are ti�i}x�titfiti��irprrrr�; exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and tit l#Z/V"� the plate grip increase is 1.60 ��`°' A. 4b �Px 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 279 Ib uplift at joint B and 85 Ib uplift at joint E. LOAD CASE(S) Standard ti 7 } 1.- t December 4,2002 Job Truss russ ype Qty Ply 120 EMIN R AD A401416 J211126 T08 ROOF TRUSS 1 1 (optional) Builders FirstSource, Jacksonville, FL., RWH 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Tue Dec 03 18:30:26 2002 Page 1 -2-0-0 4-0-0 8-0-0 10-0-0 2-0-0 4-0-0 4-0-0 2-0-0 Scale = 1:20.3 + MEMBER TO BE LATERALLY BRACED FOR 4x5 — HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED D BY OTHERS. 5.00 F12 3x5 3x5 C E F B 4x10 = + + + + + G A H 2x4 11 4x10 = 4-0-0 8-0-0 4-0-0 4-0-0 late sets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) 0.04 H >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.23 Vert(TL) 0.06 A-B >416 BCLL 10.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 F n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl = 240 Weight: 361b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=806/0-3-8, F=806/0-3-8 Max Horz B=-74(load case 5) Max UpliftB=-514(load case 4), F=-514(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=44, B-C=-807, C-D=-807, D-E=-807, E-F=-807, F-G=44 BOT CHORD B-H=773, F-H=773 WEBS D-H=116 NOTES 1) This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 14 ft above ground level tgtyyrivlittrJr; , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an �ti�3i lrhtrfi occupancy category Il, condition 11 partially enclosed building, with exposure B ASCE 7-98 per FBC2001 �+` ±,i P. A. If end verticals exist, the left is exposed and the right is not exposed. If cantilevers exist, they are L��` j *q f �f exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and `_ the plate grip increase is 1.60 f 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the = v face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 1-4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 514 Ib uplift at joint B and 514 Ib uplift at joint F. 6) The building designer is responsible for the design of the roof and ceiling diaphragms, gable and shear walls, S OR_ and ddoued by supporting to be shear wallShear the building must provide continuous lateral restraint of the gable end. All Wxrr` connect 7) Gable truss supports 24" max. rake gable overhang. December 4,2002 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-D=-114.0, D-G= 114.0, B-F=-30.0 Job russ russ Type QtY Ply 120 -EMINOEE ROAD J211126 T09 ROOF TRUSS 1 1 A401417 (optional) Builders FirstSource, Jacksonville, FL., RWH 4.201 SR1 s Oct 17 2001 Mil Industries, Inc. Tue Dec 03 18:30:28 2002 Page 1 -2-0-0 4-0-0 8-0-0 10-0-0 2-0-0 4-0-0 4-0-0 2-0-0 Scale = 1:20.3 4x5 = C 5.00 12 CN Zi B D d A F E x4 = 2x4 II 2x = 4-0-0 8-0-0 4-0-0 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deftEWeight: GRIP TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) -0.01 F >999 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.15 Vert(TL) 0.04 D-E >635 BCLL 10.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 D n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/deft = 240 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=443/0-3-8, D=443/0-3-8 Max Horz B=-81(load case 5) Max Uplift B=-302(load case 4), D=-302(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A-13=21, B-C=-401, C-D=-401, D-E=21 BOT CHORD B-F=367, D-F=367 WEBS C-F=116 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 14 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per FBC2001 11t7Ni1+4+r�� If end verticals exist, the left is exposed and the right is not exposed. If cantilevers exist, they are lyt, t�1e ttrj�urr, exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60, and �`<�� .Qr+CE A the plate grip increase is 1.60 ��� SIFI 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 Ib uplift at joint B and 302 Ib uplift at joint D. 7 * - LOAD CASE(S) Standard December 4,2002 Job russ russType ty y SEMIN LE ROAD A401418 J211126 T10 ROOF TRUSS 2 1 (optional) Builders FirstSource, Jacksonville, FL., RWH 4.201 SR1 s Ort 17 2001 Mie Industries, nc. Tue Dec 03 18:30:29 2002 Page 1 4-0-0 8-0-0 4-0-0 4-0-0 Scale = 1:13.4 4x5 = B 5.00 rTT C A Io D VN 2x4 II 9X4 = 2x 4-0-0 8-0-0 4-0-0 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.15 Vert(LL) -0.01 D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.15 Vert(TL) -0.01 D >999 BCLL 10.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 C n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/deft = 240 Weight: 27 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=324/0-3-8, C=324/0-3-8 Max Horz A=-39(load case 5) Max UpliftA=-161(load case 4), C=-161(load case 5) FORCES (lb)- First Load Case Only TOP CHORD A-B=-401, B-C=-401 BOT CHORD A-D=367, C-D=367 WEBS B-D=116 NOTES 1)This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 14 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per FBC2001 `1ti,�;itnttun►trgrryrjlfrJ� If end verticals exist, the left is exposed and the right is not exposed. If cantilevers exist, they are 1� exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60, and ��<�� �� A. 4b f�1/1/ the plate grip increase is 1.60 LF 1t �1 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 Ib uplift rye~ T, at joint A and 161 Ib uplift at joint C. LOAD CASE(S) Standard = / 5 ATE OF 00'``.'`` December 4,2002 • t Jo Truss russ ype ty Ply 120SEMIN L R AD A401419 J211126 T11 ROOF TRUSS 1 1 (option Builders FirstSource, Jacksonville, FL., RWH 4.201 SR s Oct 17 2001 MiTek Industries, Inc.al) Tue Dec 03 18:30:30 2002 Page 1 14-2-0 2-0-0 6-3-7 12-0-0 12- -8 20-10-11 28-4-0 30-4-0 2-0-0 6-3-7 5-8-9 0-3-8 6-8-11 7-5-5 :55.0 1-10-8 5x14 II + MEMBER TO BE LATERALLY BRACED FOR F HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED 5.00 12 E BY OTHERS. 6x6 zzw 3x4 G D H C + + + K + I + M + _ + �1 5x5 = + J[, o oA + 10x10 4x5 = + " + 5x10 II +3i _ x14 ; 3x4 L 4x8 3x4 \\ 5x8 = 3.00 12 12-1-12 6-2-15 1 11-10-4 12;.9-0 19-11-1 28-4-0 6-2-15 5-7-5 0-1-12 7-9-5 8-4-15 0-1-12 Plate f sets IX,YI: :0-2- ,0-2-8 , B: - -1 gel, B:2-8-1 ,0 1 I: - 1 0 1:2- -13, gel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) 0.43 H-K >447 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.38 H-K >507 BCLL 10.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.12 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 206 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP NoAD *Except* TOP CHORD Sheathed or 4-3-8 oc purlins. A-C 2 X 4 SYP No.2D, H-J 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-7 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 1 Row at midpt F-L, F-K WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3 REACTIONS (Ib/size) B=410/0-7-10, 1=878/0-7-10, L=3056/0-3-8 Max Horz B=164(load case 4) Max UpliftB=-421(load case 4), 1=-962(load case 5), L=-2244(load case 5) Max Grav B=510(load case 6), 1=933(1oad case 7), L=3056(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-AI=82, B-AI=-82, B-C=62, C-D=1761, D-E=1803, E-F=171 1, F-G=-708, G-H=-1472, H-1=-147, I-J=81 BOT CHORD C-M=-1529, L-M=-1509, K-L=-880, H-K=1444 WEBS D-M=-630, D-L=-124, E-L=-486, F-L=-1885, F-K=1578, G-K=-971 `��ti�s� C A. �ifl,,,l NOTES r� 1)This truss has been checked for unbalanced loading conditions. ~',e, �J 'fir 2) This truss has been designed for the wind loads generated by 120 mph winds at 14 ft above ground level YiT using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist, the left is exposed and the right is not exposed. If cantilevers exist, they are * ! ;_. + _ exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and ti r the plate grip increase is 1.60 5 AT%OF rpt 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the 3 4 face), see MiTek "Standard Gable End Detail" Cly,`�OR��. 4) All plates are 2x4 M1120 unless otherwise indicated. TD 5) Gable studs spaced at 1-4-0 oc. 6) Bearing at joint(s) B, 1, L considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. "'ifr0t11eaist001111!1 Building designer should verify capacity of bearing surface. December 4,2002 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 421 Ib uplift at joint B, 962 Ib uplift at joint I and 2244 Ib uplift at joint L. 8)The building designer is responsible for the design of the roof and ceiling diaphragms, gable and shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint of the gable end. All connections to be designed by the building designer. 9) Gable truss supports 24" max. rake gable overhang. Continued on page 2 o Truss russ ype ty y 1SEMINOLE ROAD A401419 J211126 T11 ROOF TRUSS 1 1 (optional) Builders first ource,Jacksonville, FL., RWH 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Tue Dec 03 18:30:30 2002 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-AI=-114.0, B-Al=74.0, B-F=-114.0, F-J=-114.0, C-M=-30.0, L-M=-30.0, K-L=-30.0, H-K=-30.0 -Jo-b russ russ ype ty Py 120 MINOL ROAD A401420 J211126 T12 ROOF TRUSS 11 1 (optional) Builders FirstSource, Jacksonville, FL., RWH 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Tue Dec 03 18:30:31 2002 Page 1 14-2-0 2-0-0 6-3-7 12-0-0 12- -8 20-10-11 28-4-0 30-4-0 :55.0 2-0-0 6-3-7 5-8-9 0-3-8 6-8-11 7-5-5 1-10-8 4x5 II 2x4 II E 5.00 12 D 3x4 2x4 �i F C B I G K 5x5 = HI; o A 4x5 = o x 3x4 J 4x8 = 3.00 12 12-1-12 6-2-15 11-10-4 1219-0 19-11-1 28-4-0 6-2-15 5-7-5 0-1-12 7-9-5 8-4-15 0-1-12 late (sets ( ,Y): I1 12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.24 I-J >792 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.36 I-J >541 BCLL 10.0 Rep Stress Incr YES WB 0.71 Horz(TL) -0.03 J n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl = 240 Weight: 135 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-10-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, WEBS 2 X 4 SYP No.3 Except: 10-0-0 oc bracing: G-I. REACTIONS (Ib/size) B=289/0-7-10, J=1733/0-3-8, G=561/0-7-10 Max Horz B=-176(load case 5) Max Uplift B=-284(load case 4), J=-773(load case 4), G=-468(load case 5) Max Grav B=378(load case 6), J=1733(1oad case 1), G=605(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD A-B=19, B-C=473, C-D=824, D-E=823, E-F=-397, F-G=-668, G-H=19 BOT CHORD B-K=-444, J-K=-443, I-J=-427, G-1=627 WEBS C-K=-40, C-J=-366, D-J=-213, E-J=-1010, E-1=950, F-1=-349 NOTES ���tst3���lxrtlt;�ytift 1) This truss has been checked for unbalanced loading conditions. t�tr 2) This truss has been designed for the wind loads generated by 120 mph winds at 14 ft aboveground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an `N '' occupancy category ll, condition II partially enclosed building, with exposure B ASCE 7-98 per FBC2001 4 ;� If end verticals exist, the left is exposed and the right is not exposed. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 a 3) Bearing at joint(s) B, J, G considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. - - - j�j�• i Building designer should verify capacity of bearing surface. S �I #; ` 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 284 Ib uplift ✓"� 1' at joint B, 773 Ib uplift at joint J and 468 Ib uplift at joint G. LOAD CASE(S) Standard r�' `s9W December 4,2002 Job russ russ ype ty y 120 MIN LE ROAD A401421 J211126 T13 MONO TRUSS 1 1 (optional) Builders FirstSource, Jacksonville, FL., RWH 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Tue Dec 03 18:30:32 2002 Page 1 2x4 II -2-0-0 5-0-0 E 2-0-0 5-0-0 Scale = 1: 1.8 5.00 12 D 2x4 11 3x4 C B A 2x4 = 4x8 II 2x4 II 2x4 II 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) 0.05 A-B >479 BCLL 10.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 241b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=536/5-0-0, F=-0/5-0-0, G=397/5-0-0 Max Horz B=140(load case 4) Max Uplift B=-392(load case 4), F=-19(load case 4), G=-197(1oad case 4) Max Grav B=536(load case 1), F=4(load case 5), G=397(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD A-B=87, B-C=-64, C-D=62, D-E=-46, E-F=-15 BOT CHORD B-G=0, F-G=0 WEBS D-G=-281 NOTES r�;ttttnmurb!rfirfi 1) This truss has been designed for the wind loads generated by 120 mph winds at 14 ft above ground level ti�s\N A 4,1V using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an ���� C rb lr�fi occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per FBC2001 0 �Y I Y� � If end verticals exist, the left is exposed and the right is not exposed. If cantilevers exist, they are .�� q1 exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, andS. the plate grip increase is 1.60 — 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the - yk face), see MiTek "Standard Gable End Detail" ti^ �' i 3) Gable requires continuous bottom chord bearing. 5 TIED F 4) Gable studs spaced at 1-4-0 oc. capable of withstanding 392 Ib uplift 5) Provide mechanical connection (by others) of truss to bearing plate fir4Rt�s�'a at joint B, 19 Ib uplift at joint F and 197 Ib uplift at joint G. 6) The building designer is responsible for the design of the roof and ceiling diaphragms, gable and shear walls, December 4,2002 and supporting shear walls. Shear walls must provide continuous lateral restraint of the gable end. All Connections to be designed by the building designer. LOAD CASE(S) Standard 11 Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: B-F=-30.0, A-E=-114.0 = CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18291 Address: 1201 SEMINOLE ROAD Permit Type: ELECTRICAL 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: OWNERINFORMATION Date Issued: 5/27/1999 Name: HAMILTON, ROBERT JR. Total Fees: 33.30 Address: 1201 SEMINOLE ROAD Amount Paid: 33.30 ATLANTIC BEACH, FL 32233 Date Paid: 5/27/1999 Phone: 904)247-1273 Work Desc: WIRE FOR REMODEL CONTRACTORS APPLICATION FEES MILLER ELECTRIC COMPANY PERMIT 33.30 I ' Inspections Required ROUGH ELECTRIC FINAL ELECTRIC i i i NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $33.30 ` Date: 5/27/99 81 Receipt ATLANTIC BEACH BOLDING D T. CHECKS 98188883221888 05/27/99 THU 10:11 FAX 904 389 8653 MILLER ELECTRIC wuuz �.. P.Ol r CITY OF ATLANTIC BEACH, FLORIDA -wnoro•wur APPLICATION fOR ELECTRICAL PERMIT TO TIM CIUfc ELECTRICAL INSPECTOR. DATE: D, " lMrOnTANT NOTICF. ! ` IN CONS(UERATION OF PERMIT GIVEN FOR DOING TIIE WORK AS DESCRIBED IN TIIE FOLLOWING, WE IIEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITII TIIE ATTACIIED PLANS AND SPECIFICATIONS. WIIICII ARE A PART tlfnEOF,AND IN ACCORDANCE WITII TIIE ELECTRICAL.nFCOLATIONS.CODES AND CITY OF ATI ANTIC BEACII ORDINANCES- OLEC�'�TLCAL �fP< <<�� �cdoa�g� tt4M: A TER E CT 1 IAN SIGNAT NAMEQp ADDRESS:,`OZdriry 11 D 8oX_.— BLDG.SIZE_ _BETWEEN: RES.lk AFT.( 1 cOMM-t 1 PUBLIC 1 I INDUS.1 I NEW( ► OLD( I nEw� I I ADDITION 1 1 TRAILED L 1 TEMP.1 1 SIGNS ( 1 ­__—so,FT._ SERVICE: NEW l I INCREASE( I REPAIR( ! _ FEE — CQNDUCTOn SIZE AMPS COPPEnALUM,' 'I SwlTCIt OR 8nEAKEnAMI­LL! _ PII _w vO,T nacEwAr EXIST.SERV-SIZE — 5b AMW _ —__ Vp i _RACEWAY FEEbFR$ NO. SIZE NU. SIZE NO. SIZE LIMITINGOUTLETSCONCEALED OPEN —+ TOTAL ��� — +— 1 --- RECEPTACLES _ CONCEALED (`''�j _UPEN —_. TOTAL — �-1 S W1TCtIE1 —'—' INCANDESCENT FLUORESCENT 6 M.V. rIXEU o.tyo wr+ry —_. APrL1ANCEg __ BELL TRANSF• AIR 11 P_RAYING II,p-RATING --- --- ---- - CONDITIONING -:COMP MOTOR OTIIEn MOTons AMPS CELL.NEAT: KW-NEAT - 6_I OVER .. -.._-.._ MOTORS M.P. VOLTAGE PIIS NO. 1 Xr. VOLTAOf PIIS MISCELLANEOUS TRANSFORMERSw UNDER Eoo V- UVEB 60o V. - _ NO. KVA NO. KVA ...—....._ NO.NEON TRANSF. N0, VA. MA. MOTon SIZE Switch FLASIIE EACH SION - _— FUnW4nDE0 TOTAL FEE5 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING • 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATIONINFORMATION Permit Number: 17806 Address: 1201 SEMINOLE ROAD Permit Type: REMODELING ATLANTIC BEACH, FL 32233 Township: Range: Book: Class of Work: REMODEL Proposed Use: SINGLE FAMILY dBlock: Section: Subdivision: Square Feet: Suvision: Est. Value: Parcel Number: "Improv. Cost: 4,550.00 "OWNER INFORMATION' Date Issued: 2/17/1999 Name: HAMILTON, ROBERT JR. Total Fees: 52.50 Address: 1201 SEMINOLE ROAD Amount Paid: 52.50 ATLANTIC BEACH, FL 32233 Date Paid: 2/17/1999 Phone: (904)247-1273 Work Desc: EXTEND INTERIOR WALL INTO GARAGE AND REMOVE 2 INTERIOR WALLS CONTRACTORS PERMIT APPLICATION FEES 52.50 PROPERTY OWNER Inspections Reuired INSULATION 6V�ER UP FRAMING FINAL BUILDING NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $52.50 14 Date: 2/18/99 01 Receipt: 8035159 CHECKS AT NTIC BEACH UILDING D T. 00100003221000 CITY OF ATLANTIC BEACH PER1MnIT CALCULATION SHEET Address Date a " r � �1 � Heated Square Footage Garage/Shed @ $ per sq it = 5 Carport/Porch is S _,per sa `t = S Deck @ j Der sa i L S per Sa Patio TOTAL VALUATION : Stf - /5700 Tctal Valuation 1st S 2 v 35,50 � v Remaining Value per thousand or portion thereof- TOTAL BUILDING FEE S + 1/ 2 Filing Fee S ( ) Fireplaces @ $15 . 00 S BUILDING PERMIT FEE S` WATER IMPACT FEE S_ SEWER IMPACT FEE S WATER METER/TAS CAPITAL IMPROVEMENT S_ SEWER TAF S 1 RADON (HRS ) . 0051- SECTION H 0050SECTION. H PAVING ( $ HYDRAULIC SHARES S CROSS CONNECTION $ ( ) SURCHARGE . 0050 S OTHER $ GRAND TOTAL DUE S ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp : SwimrningPool Septic TankWell Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH PERMIT APPLICATION REWDEL, ADDITIONS, OR ALTERATIONS MOVING,DEMOLITIONS Owner(s) :�! i�l(x�r 6 1�y1�1 l Li r Job Address: C-1Pin-,� ��1� �ir� . Phone: C �-��-(moi Lot # _ Block or unit # Subdivision: Contractor: nu)nuc State License # Wig Address: Phone No: S&rYN Q- City State Zip Code Describe work to be done: E*4-V)Gk ( -�1��' 1�)O. ri`}� G` �"Q' remav P, Z vn �c- Present use of building: Valuation of Proposed Construction: 2 Sm Proposed use: ,� Y1r7Y �Q►r, Is this an addition? _ If yes, what are the dimensions of the added space•____5_ft. X 3 ft. Will the added area be heated and cooled? _ New electrical (or increase) ?� `! New plumbing fixtures? IV'D New fireplace? NDNew Heat/AC? N� SL78MZT 2fIItSX (CC"aRCZAL) 2WO WSZDSNTZAL) CCrdpLrTN SXTS OF PZ.A1tiTS, ZMCLUD ZXG SZTN PL&N, SURV=Z, M RGr CODW r0"W, MOTZCX Off' CaNWZXCzMWT, AND ojmcR/CON1'RACTOR AnanaVZT, it owmm is CONTRACTOR. Signature OWNA: l` ( � Date D(� ---7 3 (o 3-7 - la FL --0 Signature CONTRACTOR: Date: A ttt'1 L. GAWHER 1klV"" COMMISSION t CC757= day of _� �PA&^y9NcMed before me this day of 44 DED THROUGH � NOLAV Q� ILA NOTARY LIC AS TO CONTRACTOR: Sworn to and subscribed before me this day of >> NOTARY PUBLIC FLA. LAWS I'S 713 PI FORM 400 1� ).1I1) Z C Book 919E Pg 735 LU of LL O I/N[►A119 IN Uu.LICAT91, -' W Qlrr fvljottt it mud ruitren : C � 0 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 L. is stated in this NOTICE _OtF COMMENCEMENT. Description of property...4-CST...�C........ — .a. ... . .. .... ....................................... ................................................................................................................................................................I.................._................................................ ..................................................................................................... ....................._..............................................................._....................:................I..... General description of improvements.... XlG�....4 h '... ? ll.... ?,.,. �„� -..` .............. ' lUV ..... .. ....!-+�t 1. '.....wC►. �5................... .................................................................................................................... ........ ._ ..... ..................._..................................................................................................................................................................................... Owner..... ..... .1.. 1..1... � ............................................................................................................................................ Address.1 .�..... �1��v ?� 9-Lk ................................................�...................................................1..........................—................................_............. Owner's interest in site of the improvement C?Sat-u!....` .....................I........ Fee Simple Title holder (if other than owner) Name . .... ...._. ........................................................................................................................................... ................................................................. Address................................................................................... ............................................ ri : 735 Contractor...:Sn,::.,r............4..`- ..... .4.-:.► :................................................DoLt...940.3-18a&............................................... Filed R Recorded Address..... 02/09/99 i�� HENRY W. COOK 1f an CLERK CIRCUIT COURT Surety ( y)................................................................................................................... F,-L.............................................. REC. $ 6.00 Address........................................................................................................................................................knot" of bond $........................I....... Name of person within Ike State of Florida designated by owner upon whom nolim or other documents may be served; Name ................................................... Address.......................................................................................................................................... .................................................................................... In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill In at Owner's option). Name . ................................................. A l J.si: x1418 $PACK FOR RKCORDKR'a U$K ONLY A. VwW Sworn to and subscribed before me INs... t.j.).k........•... q __ .............deyof....�. ...._�T_UC_tf .....................19 ..,1.. GLI OF �' BONDED2002 ADVANTAGE HOIARY '�O kCIT`d OF Fendt - �7&uc 4 800 SEMINOLE ROAD �___ _ ATLANTIC BEACH.FLORIDA 32233-5445 ------ - - - TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCONI 852-5800 CHAPTER 489, FLORIDA STATUTES, PART I "CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489. 1 03(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 WORKERS 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 $55,000 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. PROPERTY OWNER/ UILDEF 1--7e I/ ADDRESS TELEPHONE B (�11 SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY OF NOTE: PHRASES UNDERLINED ABOVE MY COMMU SION EXPIRES: l 00C- ARE EMPHASIZED BY THE BUILDING e KELLY L.GA DEPARTMENT. =o:�Y ft COMM MUON 0 CC757M �►EXPIRES AUG 09,2002 BONDED THROUGMI ADVAMAGE NOTARY SOF r- '� ' L• • � � -`:-_ .. -.�.'-- t, ��_ �_:``:_�: __...'__ ..nom.,:..--a _ _ �., I R._ y• is t i � � � � f i Tj 511 kA IS t rt N P. •io- 1� ! ii i • , � � t` 3 � ! O � -�-s-t-.-.�.-f.+-r..I-..v-•-�.._r..-rte-...."�-�i-_�..•_..;'.._._ -.._. —'_r �...._ —�...- IA X it x I Om x X X Nl �, .._�. ._.—_...vy, t '+-r{� . ; :J�: i \f: M,M� zL`:. f .•,A i tX i \tl:I T i `h\(`v /\�j is• C in � C ! C iC En � � } t ! to IN Via; T ► � � � � ` IL lh fin �\ ? �0 tn� � �! � ` j ��-�� � � � t`►. R 1 i - , a. I ifs S( �•' _ __ 15 fG) Qt vj IN ij Vi lit LN 7-- I � u a •1: Q } �;{ •- f�. ._ -------t--r• "'7v.L•S F:,car � �=` �;` .. .................. n '-, ��" � i =-ice Q '!' -.- - -a-•- __ 40, Mtl. ,�� ,J � m Cl -- ------- Q i t. CN ' y77ir IN �. k n 16 (ju /4N fl) rt, Oqx )A (S (I irl 46 It � an �L LU v\ M OU U N WAIL � CTv Z Q v ccQ ELIa V U J ? O M ? x 3 V\ V b � v � 4 2 h J c V k _N W I � J 0 9 � .n 0 oc J U W u v 0 � v � � E � d p � al U b � � J M �F v 4u k J 0 C N � ` 0 0 w� 3 � 0 �r oC , r► r J� L1 "2 h4 � � � � O ' 3 V-4 L k k n� r 4 Iryr k-' 33: .11 . i : - -- ------ HIM.! 3 ' r ILI •t '. s N .tA�� Lij • rJ -06r" � 0% m O vN C r ii d Q to - '-_— -_. �..+.�w..:s....:a+-.�w�,�.w.ir..v.�s..:...s......a..a.- .w+w.--..� �:-.wr..Tw•!�a.Unra•v-.rc-gra�.a:.cs.-.-+. .__... IR OQ 14 14 V Z Vi 'V6: R zt n-4 z ilk, 'It fj ItIf Ij Nj j vi sz- %NJ 4*1 7200 PSR-3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - --- PERMIT INFORMATION ------ - ------ LOCATION INFORMATION rmit Number ; 7200 ddress : 1201 SEMINOLE ROAD Permit Type: PLUMBING ATLANTIC BEACH , FLORIDA 32233 : ass it Work: ALTERATION --------- LEGAL DESCRIPTION ------- - � ass T De: WOOD FRAME ot : Block: RNG:Sectn� Township: RNG: 0 roposed se : SINGLE FAMILY vision: ,•eIIings : 1 Code: 0 :,timated Value : $0 . 00 Improv . Cost : $0 .00 Total Fees : $25 .00 Amount Paid: $25 .00 r. r� p. . P/23/93 .R SERVICE OWNER INFORMATION �� � �m _-�°° APPLICATION FM --- Name: PROPERTY OWNER PERMIT $25 . 00 :_ddres - 1201 � EMINrCILE ROAD WATER IMPR,'T FEE $0 . 00 ATL.ANTI FL Ar,:H FLORIDA SEWER IMPAc,'T FEE $0 r, WATER METER 41C1 , . .. RADON GAS-H .R. S . $0 . 00 CONTRACTOR INFORMATION -- -- RADON GAS $0 . 00 Name: ;'TYLES' SMITH PLUMBING= WATER TAP $0 . 00 ^,. �i ecs : ',? I'ATRT;- A LANE SEWER TAP 50 -00 JACKSONVILLE BEACH , FL . 32' HYDRAULIC SHARE $0 .00 -ense • CFCO21 547 Type: 4 CAPITAL IMPROVE SEs;:.H IMPACT F OTHER NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AWAY D DEBRIS FROM THIS WORK HER CONTRACTOR OR MUSTOWNNOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAUL ="FAILURETO COMNRESULT PLY WITH THE MECHANICS' LIEN�IMPROVEMENTSW CAN RESULT i1ERTY OWNER PAYING TWICE FOR BUILD ISSUED ACCORDING TO APPROVED PLANS PROVISIONS OF LAW. ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE ATLANTIC BEACH BUILDING DEPARTMENT � -7 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION : 1 1.7 --- --------- - ----- -- ---------------------- OWNER OF PROPERTY: ---------------------------------------------- BUILDING CONTRACTOR:_-________ ---------------------------------- PLUMBING CONTRACTORSjS / ! � �� ---- - ------------------ - - ----------- AND ADDRESS: ---- zy------��1-=-¢ --- �- ------------ -- x='---- ---------------------- TELEPHONE NUMBER: �Z y�_ j'/ I STATE LICENSE NO: ---------- ------------------------- =rte'-'-==------ TYPE OF BUILDING: ___ ---------------- �'r�,7�__�_ SINKS ________ SHOWERS LAVATORY _____________WATER HEATERS BATH TUBS _____________DISHWASHERS URINALS ---- ---------DISPOSALS CLOSETS _____________WASHING MACHINE ---------- FLOOR DRAINS -------------SHOWER PANS OTHER-4/C{_t_'r-- (f 0', TOTAL FIXTURE ' lUNT:___----____ x 53. 50 $15. 00 ----------------------------------------- ------------------ ---- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 Date....... CITY OF ATLANTIC BEACH PermitValuation FLORIDA Horse � ;e Sn APPLICATION FOR BUILDING PERMIT ��f - 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 L suggested that a list of sub-contractorssubmitted to this office so that licenses can be verified. � t g ` Date».»_. .�.�'._...._._ ...:...... ...........»..., 18»U d Owner_ .. -�5�... Address_ ..T ae No.».... ._..». .. _ ..._ f Architect...............................................................................................Address,............................._............._.... . Telephone No..._.._..............._.. ContractorBuilder..............................................................................Address---........................._..............._...........Telephone No............................. LotNo...................................................Block No................................Sub Division...................................»-.........................»..............Sone---------------_ ............................. •. •y� Street.........................Side Between..........................................._........and.---•--•---...----_..._...............»..........Sts. Valuation .... ........For what purpose will building be used........................................ of construction.......».................._......... Dimensions of Building-___...................................Dimensions of Lot.........:.....4........................................Size of Footings................................»... Size of Piero....................................Sias of Sills--------------------------------Greatest Sill Span in ft.......................... Roof........-....._............_»..... How will Building be Heated!................................................................Will Building be on Solid or Filled Ground 1............_.........».... _... Size of Ceiling Joists.......................................... Distance on Centers............................................. Greatest Spam............................-»--_ " Size of Floor Joists..............................................,Distance on Centers.......... ...... Greatest Span pan.._................».........-•------»... Size of Rafters.......................................................Distance on Centers........ .................................. Greatest Span............................................ w / This rectangle is to represent the lot V e tJ l f 1 Q S d Y Locate the building or buildings in the 1�Y ri ht position. Giveis all lot- es and existingd tante iq feet from buildings. REAR LOT LINE Two copies of plans gad specifiaa�tiOr>�shall (J V�l , be submitted with application. Inspections required. 1. When steel Is in place and ready to pour footing. P R0 'v" L 2. When steel is in place and ready to pour columns and/or lintel. , :�"—1� � �`A'fj o.=FICE 8. When steel is in place and ready to pour beam. 4. When framing is completed. J 5. When rough plumbing is completed,and ready to cover up. X � 6. When septic tank drain field or sewer is laid but before is 04 gg 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In came 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 are a part hereof, and in accordance.with the building regulations of the City of Atlantic Beach. Signature of Builder. __.» ... Address......... ...:................................... Signatureof Owner.- , ..»..........� Address......._......................................................................................... , od 1 (271 1/7 p off/ -, a � nC-1tJ o � J co n C' 00 j hN db Noo, 0,11 � y � � i t DEPARTMENT OF BUILDING 4408 t CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB F Date Iu?y 10 19 E t Valuation$ 74 .00 Fee $ 5.00 r5 This permit not valid until above fee has been paid to City Treasurer, and is a-jbject to revocation for violation of applicable provisions of Lw. This is to certify that John F. Onstott has permission to build a Accessory i3uildiinp &cording to Plans submitted. t Classification Retidential Zone I Owned by John F. Onstott I Lot 4 Block SSD SPA VAI Mari U-01 - House No 1201 Seminole P.oad According to approved plans which are part of this permit E NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS AFTER DATE OF ISSUE .4— ► 0 Building material, rubbish and debris i z from this work must not be placed in public space, and must cleared up, and hariled away by either contractor € or owner. 44-61 i;3t7 IA 7/lri, Bill M. Daid3 100, € Building official. ------------C FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER 1. ' n�1 -_ V_ 771 i ---------- --u,----f' - <I LAA 3 q � zA 10 � WNL - INS S. 4 Cl C> ?� kIr A Q- ,Sir .rmz' O M o -tea ILA csn\