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Permit 1641 Linkside Dr (vault) . F PERMIT WORKSHEET Certificate of Occupancy Job Address: I 4 L-• K r Type Work: n OLa,p Properly Owner: � Phone #�l Contractor: _ Phone # A4' --n), cbu11 � Permit#: _ (� Date Issued: Q S Tree Permit# Foundation Permit# Demolition Permit# BUILDING ELECTRIC # MECHANICAL # PLUMBING # Tem .Power# Footing JEA Release Date Temp. Power SlabLetter Recd. Underslab .b� a Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date Nailing/ Water/ Sheathing q. or Sewer Rough/ Framing Rough Rough Top out Insulation JEA Release Date Building Electric Mechanical Plumbing Finalj Final Final Final JEA Release Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final Fire Inspection: Failed Inspections: Date Paid: ADDRESS Z�tj,7 BUILDING PERMIT NUMBERa INSPECTIONS: FOOTING n (/ UNDER SLAB PLUMBING_ SLAB_ - q>`-` FRAMING— COVER-UP RAMING _COVER-UPy INSULATION �' FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT #_ INSPECTIONS ROUGH__ FINAL C� -S -91X MECHANICAL PERMIT # F`l 3 PLUMBING PERMIT NOTES: w �r1 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD = ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 05-00030490 Date 6/24/05 Property Address . . . . . . 1641 LINKSIDE DR Tenant nbr, name . . . . . . LIVING SPACE ADDITION Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 Owner Contractor ------------------------ ------------------------ SLIWINSKI , DAVE & WANDA GENESIS BUILDING CORP 2158 MAYPORT RD. ATLANTIC BEACH FL 32233 (904) 241-0320 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . DOUG' S DRAINS & MORE, INC. Permit Fee . . . . 56 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 56 . 00 56 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 56 . 00 56 . 00 . 00 . 00 a 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 ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL � M 5 CITY OF ATLANTIC BEACH r� PLUMBING PERMIT APPLICATION Date: Z S Property Address: /��l �n>K$'!b 4--X - Owner - Owner• �1:,.��;..s / Telephone#• Contractor: Telephone Contractor Address: Z'zSS3 9, G'/- i Fax#: -32Z y Z 7 In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, New list the building permit number: ❑ Re-Pipe Number of Fixtures: l Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: 3 X$7.00 + $35.00= �6 !�v 800 Seminole Road.Atlantic Beach, Florida 32233-5445 Phone:(904)247-5800. Fax: (904)247-5845. http://www.ci.adantic-beach.fl.us Revised 1/04 City of Atlantic Beach *** CUSTKR RECEIPT Oper: DSNITH Type: M Drawr: 1 Date: 6/24/05 81 Receipt no: 6" Description Quantity Amount M 384 BP BUILDING PERMITS 1.80 $56.88 TCDECK edetail 1813 $56.88 Total tendered $56.88 Total payment $56.88 Trans date: 6/24/95 Time: 9:37:59 oo �A CITY OF ATLANTIC BEACH y 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 '` ' :. INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030490 Date 6/10/05 Property Address . . . . . . 1641 LINKSIDE DR Tenant nbr, name . . . . . . LIVING SPACE ADDITION Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 Owner-', Contractor ------------------------ ------------------------ SLIWINSKI , DAVE & WANDA GENESIS BUILDING CORP 2158 MAYPORT RD. ATLANTIC BEACH FL 32233 (904) 241-0320 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 570 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 120000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 570 . 00 570 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 570 . 00 570 . 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 LICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL City��o�f Atlantic Beach "# CU6TWER RECEIPT ee} Date: 6/ 0 TRKVipkCno� 6iM Description Quantity Mount 31199 BP IMINE PERMITS 1.91 1574.19 Tender detail 157L 0 Total tendered CHEM3669 1574.19 Total payment $574.49 Trans date: 6/11/16 Time: 13:28:42 CITY OF ATLANTIC BEACH Cc: BUILDING / ZONING DEPARTMENT � Ford 800 Seminole Road ' ir) J *' Atlantic Beach,Florida 32233 ns 9-11oe rr r7t1 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # D5-,304Q D Property Address: 1 c+ ( Li yt K L,�r i. Uif, Applicant: bW [cLing a( d U n Project: L v l Y e L D/L This permit application has been: Lid' Approved 11 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: CITY OF ATLANTIC BEACH ~ BUILDING / ZONING DEPARTMENT 800 Seminole Road L. Haws Atlantic Beach,Florida 32233 Doerr fM (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # �� ��{� Property Address: I CQ4 I L.._,14 V :2] —D-i 1 y Applicant: I I r r a: Project: LIOnn 2 (—h This permit application has been: �►' Approved r7 Reviewed and the Following items need attention: Please re-submit yo ap ication when these items have been completed. Reviewed By: Date: 6'd� !�S Date Contractor Notified: CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION .SUN 0 3 200b (ALTERATIONS/ADDITIONS) DateKay . _.. _.. Job Address: 'l hrz6ik D of Property: , F Guar-de, Cj� ( l�jt'1Skt Address: I(Dq i 1 l l'1 ISI, Q Lll Telephone: Legal Description: Block Number: �^ Lot Number: Zoning District: Contractor: ,1"tS l i w 1�Q ,. .t1� __. State License Number: ZSO21 Z Contractor's Address: Z G% , i Raa� h , - 2 � Telephone:`-'IO`'C" Z4(—0 aj2,0 Fax: q Qq — Z4( —652(n Describe proposed use and work to be done: rA Iell G _56ts-c= Present use of land or building(s): M-I Valuation of proposed construction: 120 _ 9.9 0 What are the dimensions of the added space: j -7� r feet xZJ 3 rJ feet Will the added area be heated and cooled? C New electrical or increase in service? ve-s Add plumbing fixtures? Add fireplace? ^f d Add heating/air conditioning? Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ENO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP I. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Pagel Revised 1/14/03 'In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being wed. 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 I information pr vided with this"application is correct. Signature of own . _ 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: fDate: CO —Z —0 Address and contact information of person to receive all correspondence regarding this application (please print). Name: h- Mailing Address: 2/� � e,± / ,Q_,r tlu- 4-774 e c- Telephone: 24(-0_3 Z w? Fax: Z G E-Mail: /3.95 r-D CGS q `a" AS TO OWNER: tt Sworn to and subscribed before me this 2„ day of .J.. nlc� ,20 State of Florida,County of Duval WILLIAM L. POPE Notary's Signature: 4 Notary Puhlic,Stag Of Florida My eoim. exp ft.19.2W7 Personally known fpm. Nb. DDI".159M Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of � ,.,,�,.,.. , 20 State of Florida,County of Duval Notary's Signature: WILLIAM L.POPE N@t#ry Public, State of Florida personally known My COMM. OXp- Oct. 19, 2001 Produced identification ti0rrM f.D0 259725 Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-5845 •http://www.ei.stiantic-beach.fl.us Page 2 Revised 1/14/03 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT LDN II TON PERMIT MiFORMATION. Address: 1641 LINKSIDE DRIVE Permit Number: 22030 ATLANTIC BEACH, FL 32233 Permit Type: PLUMBING Township: Range: Book: Class of Work: ADDITION Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: . . Name: DAVID Date Issued: 5/25/2001 D SLIWINSKI Total Fees: 25.00 Address: 1641 LINKSIDE DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/25/2001 Phone: (904)249-3076 Work Desc: WELL& IRRIGATION C _ C z o ri RAY PRUITT SHALLOW WEL AN IRR PERMIT 25.00 :ftzM17 4,0 rv� � * � & s FINAL NOTICE- INSPECTIONST BE REQUESTED AT LEAST 24 HOURS I IOR TO INSPECTION BUILDING MATERIAL,"RUBBISH A DEBRIS FROM THIS WORK MUSAOT BE PLACED IN PUBLIC -• ` SPACE, AND MUST BE CLEARED U D HAULED AWAY BY EI CONTRAG7f0R OR OWNER "FAILURE TO COMPLY WITH-THE NSSRUCT LJI LlE[ LA' V s SULT IN THE PROPERTY OWNER PAYING RIS I P E S ,aY . ISSUED ACCORDING TO APPROVED PLANS W tCH•a4f SAMff- HIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. lite: 5/25/91 91 Receipt�99�b9599 AT NTIC! EACH BUILDING DEPT. CA;91 REC,r- flE (SAY 2 5 '2101 CITY OF ATLANTIC BEACH ]j=#�, APPLICATION FOR PLUMBING P _ TtC atlantic Beach APPLICATION 4 "Atlantic Tonin JOB LOCATION : OWNER OF PROPERTY: . h TELEPHONE NO dit_ ]� PLUMBING CONTRACTOR CONTRACTOR' S ADDRESS : STATE LICENSE NUMBER: c�^l�' -- TELEPHONE: Ci`(�0 30 HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) - OTHER � PA It? M�,� , _�- 2 5 2001 TOTAL FIXTURES : x$3 . 50 + 15 . 00 &K MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904 ) 247-5826 -�5 f CITY OF y � B - Office of Building Official REQUEST FOR INSPECTION Date_ Permit No. Time j A.M. Received r !� P.M, �7 Jo Address Locality Owner's Name Contractor _ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing - Rough Wiring Rough - Air Cond. & _ Re_R Slab _ Temp Pole _ Top Out Heating ns Lintel Final = Sewer F:- Fire Place Pre Fab READY FOR INSPECTION — � A.M. q n. . f Tues. Wed. Thurs. Friday _RM. A inspection Made _. ---L .-- spector____ Fina! Inspection f- Certificate of Occupancy Date NOTICE OF ADDITIONS or CORRECTIONS • NOT REMOVE C- JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted y 'ItK Ile" It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. y After additions or corrections have been made, c"al( j�/y� Building Department for an inspection. Field Inspectors are in the office from to Monday through Friday. PLUMBING ELEC BLDG 8.4 PRESS HARD-USE BAIL POINT PEN CITY OF OKI Office of Building Official REQUEST FOR INSPECTION - q 5/ ` Date _ � Permit No. TimA.M. Received P.M. JobAddress Localit e — ���� Owner's Name ,Contractor CONCRETE L-ECT�� SIN MECHA m9 Footing C ugh Wiring h Re Roofing `�ilk..Slab L' Temp Pole Top Out Heating Insulation ❑ Lintel Final Sewer _. Fire Place _ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. 6D�PM A.M. Inspection Made _ � _----- PM. Final Inspection ❑ Ir_,pactoi— — ----- --- Certificate of Occupancy ' CITY OF 1*&a c Ve4d - 9&Ue4 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5"5 TELEPHONE(904)U7-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: 9' -7- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address , 79�� X36 S `�8 ely, I Building Department SEP 02 '94 10: 11 CLARSON 076 P02 MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK AS SHOWN ON MAP OF � j41&1- f if 4`LyA L� .4066 u& OF DUVAL CO„ FLA. AS RECORDED IN PLAT BOOK �_ PAGES d�sQ OF THE CURRENT PUBLIC RECORDS FOR: _4CAMAI�_ OM8 AT NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE �BO��EroOAlIg71oArAL GEDD TfG E4�YArra�/S vlaar/CA4 tAl. G, 1/ vAru�•�. t �AtT d�' tEc7io�r �� d / 1bw,c/1N•o t soaJr,✓, ,B.4AJ�E P9 EAsT .C/. 89 2G DO E. 7J.D 3Jt••Ara t'Ao b I �•S /soN ss•�eE. s +. X.114 /•� '°' sreo^•e �r A•/R✓FOtF ` Y, o f I CPv r oE.E a W 24.7 io, • ,F Q N Vi a/411L I Z \ � � f1lf.FL.et BV.(/2.97� • . ,.�• � �.�, /a � ,.�• �S 89 2G DO `lel. 9 ro •N •, .,�J 1'. TrAa��..weFe 0—��AxA24 Ar-/d;cro� �, I •, II •.�•• �10t �• SPG. /Sao l R� 591 j e:►iv"Me"r 'I v � �,� ""1 r s t 1I71 L� PIP I, 199414�RI ' a�' try�• � yoI Oa gl /�/�I•i� s400' B B- �f AJD TE: �i + / /��A/ /t/d T Orl�vO A 44 4AIRVrlro14 dderZ,�o�/,u� ,pct caw�•e �; 1 HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21 HH-6,FLA,ADMINISTRATIVE CODE ' CONCKTC MONUMENT (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- ,/z••Fcmmv IROM- MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. 0 1/2"3ET[RON-L.e;17% FLOOD CERTIFICATE: THE LOT SHOWN HEREON 15 IN FLOOD INC. O,Q,4 NUILOINO RESTRICTION UNE f•1C 11 A3 SHOWN ON THE FLOOD INSURANCE RATE CLARSON ANO ASSOCIATES, NA CENTPAL ANGLE ZONE R RADIUS MAP, COMMUNITY PANEL NO 12001$- DATED 4-/1=$,4 1B48 NALDO AVE.JACKSONVILLE, FLA 32207 A APC INSTANCE, C/rY Gf o4r-d9Nrlc 9E9Gf/,orz4el^4 CH. CHORD DISTANCE t'] P.C. POINT OF CIIRVATMt! A®�IL 19 P.T. POINT Of TANGENCY SURVEYED ` ED SURVEYOR NO. P0/./ FLA, P.R,C, POINT OF REVERSE CURVS N SCALE: � ?4' P.C.C. POINT OP 601"u"aim ,loses A. �rt� Tatiftratt of Orrapancu Titg of Atlantic NEnc# -- Nioribn 0evttrtment of Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use Classification Bldg. Permit No. 8`25 Group V.'.f3:r=?3 e Type Construction f Fire District Eeach Owner of Building`''-- e '?=t i Cf 66%0 Drive Sou'EI1 Address ..d e pcs",:z Bui Address I -'1��. �_����'"��� r v Locality Atlas �z,c. Beach-,—P. 3 "2?3 r \ By: D0,14 C. FORD 7,74 Building Official r' Date: POST IN A CONSPICUOUS PLACE CITY OF Office of Building Official V, REQUEST FOR INSPECTION Date— Permit No. Time Received RM Job d SS V -T- Loca ity Owner's Name Contr ctor BUILDING CONCRETE LECTRI PLUMBIN MECHANICAL Framing F- Footing E-1 ou h Wirin Rough Air Cond. & El Re Rooting a Stab 1:1 Temp Po e Top Out Heating Insulation Lintel Fin ail Sewer Fire Place RE INSPECTION Fab ECTION A.M.(:�D , � Mon, Tues. Wed, Thurs. A.M. Inspection Made --RK i-Spector _,,_,,00"'. Final inspection ! ertificate of Occupancy Date CITY OF {/ Office of Buildin Official I REOUEST FOR I SPECTION -.q � Date— �— — Permit No.Time Received P.M. 'Job Address Locality Owner's Name _, Contractor BUILDING CONCRETE ELECTRICAL PWNIBING MECHANICAL Framing Footing 7 Rough Wiring Rough 0 Air Cond. & ❑ Re Roofing Slab — Temp Pole Top OutHeating Insulation Ci Lintel = Final G Sewer C Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon, s. Wed. Thurs. Friday RM. Inspection Made ;nspector Fin ection �� rtificate"of Occupancy 0ate NOTICE OF ADDITIONS or • . . Is • NOT REMOVE )08 ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted s ti� G , RES 7-- 1 .4 iS � , It is unlawful for any Corpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. - I After additions.or corrections have been made, cBuilding Department for an inspection. Field Inspectors are in the office from to Monday through Friday. PLUMBING c�'i5r�y ELEC BLDG B-4 PRESS HARD-USE BAIL POINT pFN G 1 D1►TE : `z FRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 23s WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS? HAVE BEEN MADE AND ARE SATISFACTORY: , ------------ --lc ----- --- ------------------------------------------------- ------ ------------------------------------------------- ------------------------------------------------- -------------------------------------------------- Enclosed are the blue copies of the permits. S19ER BUILDING INSPECTION DIVISION cc : FILE TRANSMITTAL DOCUMENT FOR JEA DATE: 6 =l V'"5� Y The following permits have passed "rough" inspection: Permit No. Address eYlxmxexio=xXtxkote�cxmp xmxcafcxbhtex4)ezxdA=. Please update your records accordingly. Tha BUILDING CLERK CITY OF ATLANTIC BEACH /vcb 8435 DEPARTMENTOF BUIL010id " CITY OF ATLANTIC!BEACH' RMA,.- ,C ILK 1 iE I N l"O I- A�; '"' ..:.„n....+,+.4.++�..w. 7.t �rA,+i :L V'8w INFORMATION '"' it ' Nurr�l er A Address -, 15.41 LINKSIDE DRIVE Type ME NA I?CAL A'TLANT'IC BLACH� LC>RIDA 32 3 irk NEN' EC1L IIESCR�FTT4N c«I 'y t WOOD FRAME Lot : .� Pl ac <" :Section. Pr ed Use: S INGL E FAMILY RNC 0 'Tera 1,4in C Subdivision: SET VA LIAIKSIDE sit Value SI3 t� Tinpr v M Cost Tot- Amo S4' y 40 itrq { PERMIT $47 .0 0 Adria '. I:DE" DRIVE k W TIrtRAC FEE ` " �D x0�+ FT+C�RI r any( SMP A `BAR ; RADON (3,AS-R»R. . $0 .00 T. 0 NFORMATJ }* t - R�.TICN CAS Iii; tEriti*�: At N BEAT A75*14 CRIT . II4 'ICVE» a .. SEWER TA S .,0��- CR ILL S. FL, 225 CSS �`ON�iE�TIf�N " $0 .00 'SEC,T ,I, SEC` R IM1°'ACT 'EEwDQ; " CQNST ;�URCHAROE10, Q I ` k l- S I : NOTICE'—Al LCONCRETV ORMS AND FOOTING$MUST BE INSfttTIEL?EE1�t)RE POURING � PERMIT VOID SIX MONTHS AFTER DATE QIP ISSUE j EtJt4DING"MATSRIAL,RUBBISH ARID DESATS FREQM THIS WORK MAST NQT.BE PLACED IN PUBLIC SPACE,AND MUST BE t,EARD UP ANt l-PAULED AWAY 'BY EITHER CONTRACTOR OR OWNER j 1= :�fRE TC3 COMPLY WITH THE,MHAN� ' LIEN LACAN RESULT ` P opt RT' V�iNER PAYING TWICE FOR BU�Lt�# � IMPROVEMENTS." � tSSUI"C! AC CfJRDING TO APPROVED PLANS WHICH ARE PART OF THISPERMIT AND SUBJECT TQ Rl VACATION FOR 4►tbLATIQhI"QFAPPLICABLE P 4OVISIONS OF LAIN, ATCAN EACH BUILDING DEPARTMENT pff Stor. pt 6041"Tow X Total tPay�enl< 7 4 ''"' w BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC IJEACN ATLANTIC 119ACH. rLORIDA 31X33 APPLICATION FOR MECHANICAL- PERMIT CAL4'IN NUMBER- IMPORTANT Applicant to complete all items in sections 1. ll.•111, and IV. 1. LOCATION Street Address: l s r ©C• ��(��� y� OF intersecting Strestu Oelween —S 11-�QLE (i[ c� r i�•'} A.)3+( G ��Js BUILDING -1— r--- And— � Svb•dlvit;on �O 1 110 - 11. { O —Il. IDENTIFICATION — To be completed by all applicants In cons;dertion of perm;t given for doing the walk at described In the above statement we hereby agree to pe-le-ii sa;d wo•i a::: oe-:♦ w;th the ettocwd plans and specificalions which are a pert hereof and in accordant• w;th the-Cay of Jacisonv;l'e aid;w-ces av s•rss os of good practice ($led therein. Nene el Matienical Contractor Cealractei (Print) O� z-r 6t e Mellor Z ' Nasse of heoorty O.asr s4sature of Owner Signature of wAYHmNised Agent Architect or Eaoineet iia. GfrtSLAL INFOR"TION A. Typo of heating Erol: 8• IS OTHER CONSTRUCTION SEING CONE ON Electric THIS WILDING OR SITE ❑ Gas—❑ V ❑ Natural (3 Control Utility IF YES, GIVE NUMBER 01 CONSTRUCTION ❑ of PERMIT Ezs to • ❑ Other — Specify IV. MiCIRANICAL MU1PMWT TO $I INSTAtiEf) NATURE OF WORK IPromr;do complole W of componeah on bath of this fore) IV Residential or !1 Commercial 1% Haat ❑ Space ❑ Roconod q Control O Floor 1P New Building 4 tie CmWdan)ngt ❑ Room IX Central ❑ Exlsling Building 'Ord Systems MaseriaL o Op'Q L4— it ,tom ( I'Z,r ❑ Roplacem1ht of existing system ' • Madman capacity. LIVID 0C,^ 1Z Now installation(No system preylousty installed) ❑ Refrigeration ❑ Extension or add-on to existing system ❑ Other.—Specify [ICoofi.q lover: capacity 9.p^ ❑ Flee spr;nUen: Number of heap• ❑ Elevator ❑ ManliN ❑ Escalator—laumber) THIS SPACE FOR OFfICfI US;f ONLY ❑ GetoHw pumps (number) ❑ Teat. Iautnbw) Remarks ❑ UG verde Invrnber) O Uel proolivre we ❑ $bate$ Vomit Approved by ata ... 13 Other—Sw* Ponnit Foy U8T ALL EQUIPMENT AM CWN=OMN(; AND REFRICERA?i0N EQuipmENf Cali Number Volta DeacrlpUoa Xode1 Number Xaauracwrer (�boa�Y A ,rO1'�l C) e HEATM s FURNACES, BOILERS, FIREPLACES Number Unita rescripucia Xo& Nushbor YarluSsuturor )Y T 30 TANKS am Ir N0wbw QLPWty Type Liquid Natsm of Serle) A covin WW Dtmaosalooa Contalnod 7[aautactta•ar No. P1eney n� CITY OF ATLANTIC BEACH, FLORIDA a Avp►ovwdby APPLICATION FOR ELECTRICAL. IRERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:�j_ IMPORTANT NOTICE: , IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. .i ELECT ICAL FIRM: MASTE E E S�CI N jj,,. // NAME. l���ADDRESS:./�T� z�L/L3"JGI!'�`' gkl.&RFD BOX BLDG.SIZE BETWEEN: RES.J>< AFT.( ) COMM.( ) PUBLIC,( ► INDUS.I 1 NEVp<r OLD( 1 REW.( ) ADDITION( ► TRAILERII ) TEMP.( ► SIGNS ( 1 SQ.FT. SERVICE: NEW>Q' INCREASE( ► `REPAIR ( 1 FEE CONDUCTOR SIZE4-4 AMPS ISO COPPER I I ALUM. MMTCtl OR BRE ER AMPS PH qWl-2AOLT RACEWAY EXIST.SERV.SIZE AMPS PH . W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. ]1.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES I I I BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS N.P. VOLTAGE PHS j NO. 111.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. A NO. KVA NO. KVA NO.NEON TRANSF. IND. VA. MA, MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED VeR TOTAL FEES 7-1, 1 CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. TimeA.M. Received PW Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring Rough Air Cond. & Re Roofing C Slab Temp Pole TIOD Out Heating Insulation E Lintel Final (S;R17 El Fire Place Pre Fab READY FOR INSPECTION A.M. Tues. Wed. Thurs. Friday-PM- Inspection Mad t,spector- Final Inspection F- Certificate of Occupancy Date CITY 4&4#d4-c /CITY "* Office of Building Official REQUEST FOR INSPECTION e.1 Date 7 Permit No. Time A M. Received PiM Job dress oc ty Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL r7 Framing 00 inc Rough Wiring Rough Air Cond.& Re Roofing Stat; Temp Pole .-7 Top Out Heating insulation Lintei Final Sevier Fire Place Pre Fab READY FOR INSPECTION Mon, Tues Wed. (Thurs. Friday Inspection Made inspector Final Inspection E Certificate of Occupancy Date ca O- T _ 7 v N t6 O p F,. C) U v o r' m 1 c � } c ` m G d� d c c c rd 8324 ! w DEPARTMENT OF BUILDING CITY OF.ATLANTIC BEACH PERMIT I NP tJRMAT 14N _ _- LOCATION I NPORMAT I ON --------- I?e x .t. .Numnber Address,* 11641- L INKS I DE DRIVE NORTH Pewit Type- PLUMBING ATLANTIC BEACH, FLORIDA 32233 r QI'ac of Work: N � -,.�»-_- __ I� �iAL DESCRIPTION -� Ch'stIr . Type: WO " OD PRAKe Lot 110 Block: Sect icon: - j Proposed Use, 1140LE FA iLY Township RNC q 13 r %nc 1 Cade: 0 Subdivis o s ELVA LINKSIDE #2 $0'.00 A e ut �. , . 64.00 Da / 11 '4 talk Oe NIN3 IN NEW, SINGLE FAMILY RESIDENCE aTION L' RMIT' 64.D0 Acl IDE LipIV9, Nofmi MATER IMPACT FLEE SD . � T" CH FLC RI I3 � 3 S IM 'A FEE to 0 TAPoA ----_. " 6I'OIi� A'I' - { CAB ' $f3 RVPLUBIN C`AP TAL IMPROVE. SDA00 SEW ER"-TAP... A JAC I L L�'E P FLA. 3 2 210 HYDRAULIC, SHARE � 0.0 r L c6hpi .t Cr,co 4 Type: 4 CROSS, CONNECTION �.00 ,< SEC H IMPACT �`�E i i t r li NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST S!jNSAECTED BEFORE POURING s PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE i BUILDING.MATERIAL,RUBS(SH AND I)EBRIS FROM THIS WORK MUST NCIT.BE PLACED IN PUBLIC,SPACE,AND MUST BE .CLEAA#b UP AND HAULED AWAY BY I;,IfiHEA.C©NTRACTOR OR OWNER R� P T A TQ C4t .Y WT # HE MiN�►NC LIEN LAW C�4N; RESIL" . IN "RR JPERTY 1WI IER PAYING TWICE FOR 6 1LpM , 1 " t' YENI I�iTS." °j ISSU {3 ACCORDING TO APPROVED PLANS WHICH ARE PART OF;THIS�PERMIT AND,SUBJECT TO REVOCATIOi�—t3R VIOLATt6k OF APPLICABLE,PROVISIONS OF LAW. ATLA 'T ,BEACH.BUILDtNG DEPARTMENT owls: 1 .,.. t CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: Q 7, OWNER OF PROPERTY: 0_�p//_ z BUILDING CONTRACTOR*.'. PLUMBING CONTRACTOR __ DON HARRIS PI (MINn (` AND ADDRESS: �' /�^vP.nO. BOX 14668 TELEPHONE NUMBER: (904) 772-0900 -� C F C - 0 19 19 4 STATE LICENSE NO: r TYPE OF BUILDING: Mzzv I TYPE OF WORK: /f/m) z L_V��� J HOW MANY OF THE FOLLOWING FIXTUR 8 INSTALLED _ SINKS f SHOWERS 37 LAVATORY / WATER HEATERS 2 BATH TUBS DISHWASHERS URINALS _DISPOSALS 3_ _ _ _CLOSETS / WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: s $3.50 + $15.00 = $ I ------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MOST BE IN ACCORDANCE WITH THE MOST RECENT EDITION"OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 56i 1G.*66 0ii = ctwo t `�4? iXXI43 4t3 s � .. PERMIT INPORlM TI LOCATION INFORMATION -- ` t' 'mi t Nub er: 8266 Address::—1,641 LINKSIDE DRIVE WORT x ` ri it 'Ti��e« SUILDINCI ATLAP6TIC BEACH, FLORIDA i:`O Wear N _ �_ ..,.,..�. LEGAL DESCRIPTIONV33 _.._ Ty ®ab~ FRAME,` Lot: 13.0 Bl ac Cs ' Sectssr>n k l~a.po eda SINGLE FA�II:Ly Township« RNC : 0 a O ��ubdivi;�i On. iVA L I NRB DE. #2 �» ' tod Value: 592366.0 ` rov, Cott: #t?.OU 8!�g»900.r}0 '* r F 4 x; . 'ION "'" $. w,:.... APPLICATION FEES kc � � TATE PERMIT, ; $6611.00 ANT 1RIRSOt3 "li WA" IMPACT FEE30' 00 ` FL 3271 "AP PEI � k '" tADaN H.A.S. S5. 9 AO Ft P"C9RTI, RAI►ON' C1��k �C 0 . �� �� I 'Nme: T, EAL ESTATE CAP I `�AL. II?RVE.. E2a SEWER TAP $0.,00 ,r <4ACI E LLE► PL 3 216 NXb"ut #ARE < $0 0 341 Typo, 54 CROS: CONNECT I OIC �PL10 const sv +E3TES» t x t4t�fiICE-ALL CONCRETE FORMS AND FOOTINGS MUST BE JNSPECTEO BEFORE POURING ` I PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 'f ° Ityt '&03WIERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT SE PLACED IN PUBLIC SPACE,AND MUST BE i CE EA VP AND HAULED AWAY' EITHER CONTRACTOR OR IJWNE�i � I I~ .URE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESUL � 1 P'1 3P "1`YOWNER,PAYING TWICE FOR BUlLoINC I�lIPR�i/E1IAENT 13S11E4 ACCORDING TO APPRO�fEt? PIANS WHICH ARE PART OF THIS PERMIT;ANP SUBJECT TO REVQCATit?N ' fIOLAffiC)A1 O—PAPPLICABLE PROVISIONS OF LAW. 5 —Lg�-� , #�tC �;Cs r - 1i4?F iW EPS #J�.�4�im5f {1�ry`pp ((yy V{J s.,,Ft .h.�Pyy6G IyyCyy J, ' a 3 7a C-<{ CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address—'z Date Heated Square Footage 1��G @ $ST"D oer sq ft = $ 80AR 380 Garage/Shed (4 @ $ l .0fl___per sq ft = $ 8�2z . Carport/Porch 3 @ $ r y, 00 Per sq ft = $ x/94 Deck is @ $_ per sq ft = $ Patio o @ $ • per sq ft = $ .32-41• TOTAL VALUATION: $ ?2 ,310 4 C/2 , 366 (pp o '� $ 260 e � Total Valuation lot $-A22i,00 o .41?, 36 -6 y r $ 172.00 Remaining Value $ . per thousand or portion thereof TOTAL BUILDING FEE $ 413 •o" ♦ 1/2 Filing Fee $ o0 ( 1 ) Fireplaces 6 $15.00 $ BUILDING PERMIT FEE $_ 6 l 3 ,00 f WATER IMPACT FEE $ SsO. 32!� SEWER IMPACT FEE $ 0- WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ - o (1-20') RADON (HRS) . 0 $ (IA'`7) RADON (CAB) $ • SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $�•00_ (I u 7) SURCHARGE .0050 $ A OTHER $ GRAND TOTAL DOE $— ADDITIONAL PERMITS OR FEES: Mechanical; Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank,,; Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: RI NAN CIA<PRINTING,O',X~ N N M 110tice of Commencement r �N (►R"ARL IN DN►LICATC) To whom it may concern: .may The undersigned hereby informs you that improvements will be made to certain real property, and in 0 accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE k OF COMMENCEMENT, c t hDescription of property - --,,-�--- .Jf 4 �P` �1 �C( j e ---— ---------------- v According to plat thereof recorded inlat book�?' -es� P_ Pa of the current public records of Duval County Florida. General description of improvements sa Construction of Single Family Residence with Garage on concrete slab Q ----------------------------------------------------------------------------------------------------------- +� Centex Real Estate Corporation Owner ---------------------------------------------------------------------------------------------------- 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 R' Address ___________ P 0 Owner's interest in site of the improvement -_-Fee__Slm_le____________________________ o Fee Simple Title holder (it other than owner) ------------------------------_______________________________. N Name ---------------------------------------------------•..------------------------------------------------- s~ tr, Address ------------------------------------------------------------------------------------------- x salve as owner Contractor ---s8Lm --a s----owner -----------------------.•------------------------------------------------ i hAddress ------------------------------------------------------------------------------------------------- Surety (if any) �4 Address -------------------------------------------------- - - - -Amount of bond $- Q) Name and address of any person making a loan for the construction of the improvements. Name ----------------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------• Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Arthur Day Name ----------------------------------------------------------------------------------------------------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address ------------------------------------------------------------------------------------------------. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option). Name ----------------------------------------.• --------------- ---- ------------------------ Address ---------------------------------------------------- -------- ---- -- ------------------------ THIP SPACE YOR RECORDER'$ U9X ONLY - - - ARTHURDAY- - - -� - - - OWNER- - - - - - - - - Sworn to and subscribed before me this--�� day of �4 , 1994 by Arthur Day who is personally known to me. tit Notary Pu - St a of Florida ='1': +.• /CC 302317 .•o S ;ate CITY OF ?ROPERTY DESCRIPTION l�uQKl�G Gam'CQC�t - ��oZtdQ n _ot 0_ `9 Block I_______Section TIGOCEANBOULEVARD�-- IJG3 P.O.BOX 25 IMC BEACH.FLORTDA 32233 subdivision: !k`v �� �� e- _ , 2 0 1994 TELEPHONE 4041249-2J% itreet NaIRe 1 \ w gu��(]� �FSpRIM'I�H"&F WORK )r Address s--1--- ----1•----------1-1--- ------�- If in a FLOOD HAZARD *food Zones____ -„__ area complete page 3. Brief �r Descriptions _- Class of Works lNex/Remodel/Addition)_ TONING INFORMATION Type of • Constructions�( N :oning Proposed District s s!,2 ____Use= Estimated Value 0------------------- W o© -- :xteptions or Materials & C�c, o_ ariences Granteds--__,,,______-M Solid or -------------------------------w---------- Filled CT-3,0 �6 dr1'!1 nlq Grounds _-_---_NRoots �- OWNER INFORMATION Method of Meetings Property Owners_ ,�..�.��'1(' I�e A L SP�P--------- Phones Z1 b__�4-r J l Mailing Address__ �i 7- L1 - �7�U - 101Jr- 0 J l + ,(Z`_;j �...1_..N..__N_......... Zip �- M_rr�N_� CONTRACTOR INFORMATION Contractors- ��, E� P,rr Mailing Addreess__ C1 r V-( ae--=- ------ ziP s - �- __- __ G� Expiration L'icenne NumbersO- ------ �- -f• ----------------- Dates_------------- I NERCNY CCRT$rT TWAT I NATO RCAD AND CKANIWCD THIN APPLICATION AND KNOT TMC SAME TO Rt TRUE AND COSMIC". ALL PROVISIONS OP THk LAME AND ORDINANCES oOVCtRNINO THIS TT►C OF WORK WILL RE CONPLICD WITH, WNCTNCR EPCCIPICD NCRCIH OR NOT. TUC ORANTINO OF A PERMIT DOCS NOT PRCSUME TO OIVU AUTHORITY TO VIOLATE OR CAHCCL TNC ►ROVIEIONN OF ANY FEDERAL. STATC OR LOCAL RULE5. 4-. A r�• RCOULATIOMB. ORDINANCCE, OR LAMS IN ANY MANNER, INCLUDING THC OOVERNMO OF CONSTRUCTION OR THE 4� PCRPORMAMCC of CONSTRUCTION or THU CCT I UNDERSTAND THAT THE ISSUANCE Or THIS PERMIT 15 CONTINGENT UPON TNN ANOVN INFORM ION EI fl "ANO CORRECT AND THAT TUC PLANS AND SUPPORTING �'►�.. . DATA MAVC SCCH OR SHALL- Nt PROV AN RE O. Owner Signature • 4 r Y Date Signature _ __---------- FLOODP4AIN DEVELOPMENT INFORMATION Type of Developsents Flood Zone s- -�,,.�� Requlred Lowest Floor Elevations_ It building is located within a flood hazard zone, a survey must be wade AFTER THE BLAB HAS SM POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No Sinal inspection will be sad& and no oerLi,licate of occupancy will be issued until the survey to on 'file with the Building Department. COMMENTSs Applicant Acknovledgewents Z understand that the issuance of this perwit is ooatingent upon the above information being correct and that the plans and mu, ting date have blew or shall be provided as squired. Z agree to cooply with all applicable provisions of Ordinance No. 25-7-11 and all ther laws or ordinances affecting the proposed develop t. Date C1 Lt-_._,.Applioant•a Bignatu e_ .1 ---------- ------- -------- Department Use Required Lowest Floor E1&vation - -------_-_ As Quilt Lowest Floor El&vation - ------------ survey Filed with Building Department --------- wont Representative page 3 �i �' fR►�It1G TKIS AREA �a E �dKER LEYEI. �'AN FdR ROdF SE Q co 12g Cn N 13d 128 T38 cn CO 131 .Q * 132 133 N f 135 s to 0 s-� 135 O 137 � 7,7 P PELEVEi. �OdF k �- . _ - �.'�! ♦'.+�.i_ -`t',�c,.�r�ir'3�'��.��•,�_„�- r.. <:14 ,h 'y,;'t. —�,��.z' .. 1518" 1014 's f T13 4 T14 4. 713 T16 F26 _..f25 .-� BEAM 3-1/2' X 18' N /SEEUPPER LEVEL PLAN FOR F27 "ROOF FRAMING THIS AREA N co F23 i F6 ■ BEAM F20 3-1/2' x 18' T4 ,r'F19 OD T3 T2i JOB: CENTEX HOMES T1� LBC. 3704 DESIGNER. SBS ' LOWER LEVEL FLOOR & ROOF a t n FRAMING PLAN TRUSS SPECIFICATIONS FOR CENTEX HOMES 3704 B & D CX3704BD The numbers listed below are a list of truss specifications for the project named above. The engineer's seal on this index sheet indicates acceptance of professional engineering responsibility, in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23, for each component design only. DRAWING NUMBER DATE DRAWING NUMBER DATE USR732 94104537 04-14-1994 USR732 94087501 03-28-1994 USR732 94087502 03-28-1994 USR732 94087503 03-28-1994 USR732 94087504 03-28-1994 USR732 94087505 03-28-1994 USR732 94087507 03-28-1994 USR732 94087508 03-28-1994 USR732 94087509 03-28-1994 USR732 94087510 03-28-1994 USR732 94087511 03-28-1994 pOj� USR732 94087512 03-28-1994 USR732 94087513 03-28-1994 USR732 94087514 03-28-1994 Q USR732 94087515 03-28-1994 r�y��114s!tlfltg;j��� USR732 94087516 03-28-1994 z° ;? IR ,+ jr ,�a��• USR732 94087517 03-28-1994 'ytis ,�i �• /`9�sJ�'v USR732 94087518 03-28-1994 USR732 94087519 03-28-1994 _ •• USR732 94087520 03-28-1994 USR732 94087521 03-28-1994 JE9%MEQJ;7, 919& D USR732 9408752 03-28-1994 ��G%�'•°r $;•'o�/: USR732 94087523 03-28-1994 �is' �•�.. ,...•• USR732 94087525 03-28-1994 IUSR732 94087526 03-28-1994 Job: (CX370480--'Centex Hames Inc 3704 B+O l / T9 13'8" COMMON THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD* 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT. CHORD 2x4 SP 02 N UPLIFT (LB) : 210 210 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 13.38 (n TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND n WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EGUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w ti A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. U0 a 0 A Ln w V C4X4 m 6 TC2X6 (Ai) lei C2X6 (A I) 4'3 4C2X4 I_ 6-10-0 6-10-0 13'8" OVER 2 SUPPORTS R=581# W=3"8 R=581# W=3"8 PLT . TYP .- CLARY-V2 F - - Rev 17.2h SCALE = 0.3750 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTs REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--72900 SHALL NOY BE RESPONSIBLE FOP IN HANDLING. ERECTION AND OcL ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/14/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USA732 94104537 A Division of Aloins A445 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL 0.0 PSF BY: DL D Fn0lnrrnrHl n,•rcuctr, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD AF CONNECTORS PER DRAWINGS 130. ISO C 16OA-F. DESIGN STANDARDS': WIT]+PROPERLY ATTACHED RIGID CEILING SEE TOT.L O. 37.0 PSF iSO1 S. Great SOUthMRSt Pkwy. CONFORM W/APpLICASLE PROVISIONS OF WDS C TPI. AN ENSINEER•S TECHNICAL UPDATE (7!1/911 FOR SUGGOSTFD' GrandPrairie. TX 75051 SEAL on THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPS OF THIS DUR.FAC. 1 .25 (214( 660-3940 IN ONLY, ANO-SHALL NOT BE RELIED UPON IN ANY,OTHER WAY, DFAMFIO THE- - ME TRli88{pEQTION CONTMOi9R. r--TPI - TRUS9 PLATE INSTITUTE. NOS 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION - P A N 24 0' Job: True Truss (CX3704AC--Centex Homes Inc 3704 A+CI / T1 20'8" Hip Girder 5'SB THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, 1 'TOP'CHORD 2x4 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** x BOT CHORD 2x6 SP #1 Dense c WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. U) UPLIFT (LB) : 420 410 Ml BRG.LOC (FT): 0.00 20.38 11 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND w 1 SPECIAL CONNECTION OR HANGER REQ'D FOR CONCENTRATED LOAD(S) . WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) , ti 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 13 a A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT- 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. - v 54 54-9-0 9053 53 Ut ( O e ■ r. ■ M 1 02 M RB4 4 RR16 07 m8 m9 s 04 5 R"3.1192+► R" 1622f W" 50N"3.50' m N W o O 1�\W 1 20 19 19 _ 1_9 0-0-0 15-8-6 20-8-0 -1-4-13 13-8-6 22-0-13 C7X5 R C2X3 C4X10 T2'10.3 6 C3X5(Ai) n C3X7 (A i) X 5-0-0 10-8-0 5-0-0 -4- 20-8-0 -4- r 20'8" OVER 2SUPPORTS —� R-11921 W=3"B R=16220 W-3"8 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL S 1 S E - - Rev 17.2h SCALE 10032500 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRIH's�REWIRE EXTREME CARE TC LL 20.0 PSF REF 8732--69683 SHALL NOT BE MESPONSIBLE FON HANDLING. ERECTION AND Octivlglpn ARY OEYIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 03/28/94 TH FAILURE TO BUILD THE TRUSS IN CONFONNANLE WIOSM BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 206A QALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10.0 PSF DRW USP-132 94087501 of Alpin" A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER BC LL 0 .0 PSF BY: OLD EM "" ]nno"4-t" Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PEP DRAWINGS 130, 130 B SBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RICIO CEILING—SEE TOT.LD. 37.0 PSF 1801 S. Great SOuthW"st Pklry, CONFORM M/APPLICABLE PROVISIONS OF NOS B TPI. AN ENGINEER'S TECHNICAL UPDATE 17/t/911 FOR SUGGESTED 1 .25 H \ Grano PrB1ri B. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIB DUR.FAC. 1 •2 5 ,tnv/I (2%4) 660-3940 IN ONLY. An SMALL NOT BE RELIED RIPON IN ANY OTHER MAY. OESf6N TO THE TPUSS ERECTION CONTRACTOR. ONLY. . TRUSS PLATE INSTITUTE NOS- 1S01 NATIONAL OESI6N SPECIFICATION FOR WOOO CONSTRUCTION SPACING SEE ABOVE Job: (CA3704AC--Centex Homes Inc 3704 A+C) / T2 20'8' Hip 7'S8 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD' 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT. CHORD 2x4 SP #2 N UPLIFT (LB): 280 280 c WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.38 cn TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. W N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO n 0 m V UH O IU C5X5 (R) (R) m O 6 � ti i 7 IS'1 3C3X4 (A1) C3X4 (AS) a (� 7-0-0 _,_ 6-8-0 _�_ 7-0-0 �- 20'8" OVER 2 SUPPORTS Ra840# W=3"8 Ra840# W-3"8 PLT. TYP.- QLARY-V2 nESTGN Q8TT TPT Rev 17.2h SCALE 0. 500 **IMPORTANT** CLARY OIVISIOM OF ALPINE WARNINGT`"�g RE auIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--69684 SHALL NOT BE RESPONSIBLE FOP IN HANOLIMS. ERECTION AND CC AR Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H28-91 BY TPI• SEE THIS DESIGN TC OL 7 ,0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTee BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED• TOP BC DL 10 .0 PSF ORW USR732 94087502 AOSvi�fon at A100e ARAB GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER E�pinA���e croouet•. Tne TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLIWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD CONNECTORS PER DRAWINGS S30, 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING —SEE EDU .LO. 37!0 'PSF 1801 S. Great Southwest Pkwy, CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17)1/911 FOR SUGGESTED Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 1 .25 (214) 650-3440 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY.OTHER WAY. DESIGN TO THE TRUSS ERECiIOM.COMTRACIOR.+--TPT - TRUSS PLATE INSTITUTE. NOS-. 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 24.0 Job: (CX3704AC--Centex Homes Inc 3704 A+C) / T3 20'8' Hip 9'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED 8Y TRUSS MFR. TOP CHORO'2x4 SP #2 Oen5e : T2 2x4 SP #2 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT- CHORD 2x4 SP #2 N UPLIFT (LB) : 270 270 c WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.38 cn TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w IV A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. a O 00 ' V Ln O w T2 C5X5 (R) (R) T m o sp v 3 X4 (AS) 3X4 (AS) X L w�� 9-0-0 _�_2-8-0 9-0-0 OVER 2 SUPPORTS R=840# W=3"8 R=8401 W=3"8 PUT. TYP.- CLARY-V2 T - Rev 17.2h SCALE _ 0 .2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGT"` Es REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--69685 SHALL NOT BE RUE9PONSIBLE FOR IN HANDLING, ERECTION AND OCLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS• OR ANY BRACING. SEE HIS-91 BY TPI. SEE TWIS DESIGN TC OL 7.0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE M40E OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATEA TOP BC OL 10 .0 PSF DRW USR732 94087503 A 01riAlPn of A1Pine M46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL 0 .0 PSF BY: OL En .....Product' Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130. ISO a 160A-F. DESIGN STANDAFes' WITH PROPERLY ATTACHW6AIGIO CEILING' SEE 1801 S. Great Southwest PWWy. TOT:LD,.. 37;:0. PSE s CONFORM W/MPLICAS PROVISIONS OF MOS 0 TPI. AN.ENSINEEWS TECHNICAL+-UPDATE (7/t/91610Rv6116GE8TED- �. Grano Prairie, TX 79051 SEAL ON THIS OpAWIN6-APPLIES T0-THE-CONPORffNiDEPICTED HERE'. ORYMALL.APPtSCATION:•.FIXWIISM ACOPY.•OIFtNTS' D�fR:-;FAC. 1 25- _ 1214) 560-3940 IN ONLY, ANO.SHiA1.L NOT BE RELIED'UPON-IN ANY OTTER•WAY. DESIGN+-TO THE-TRUSS.ERECTION CONTRACTOR: • ' *--TPI - TRUSS PLATE INSTITUTE.- NON. 1991 NATIONAL DESIGN SPECIFICATION-FOR�WOOO CONBTRUCTIpt.: 1 ...P ':7' -24-:D .. .. :. Job: (CX3704AC--Centex Homes Inc 3704 A+C) / T4 20'6" Common Girder THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required BOT CHORD 2x6 SP #1 Dense c WEBS 2x4 SP #3 : W1 2x6 SP #1 Dense: In NAILING SCHEDULE: (10d.,¢ox nails) D LOAD CONTINUOUS LOADS LOAD CONC. LOADS TOP CHORD: 1 ROW @ 16 D.BOT . CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC WEBS CHORD: i ROW @ 6" o.0P ROW @ 4" o.c.. N 0 T 54.0 54.0 -1.5 22.1 0 8 5846 7. 1 WEB 0 8 20.0 20.0 0.0 20.7 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS U3IN EACH ROW TO AVOID SPLITTING. U3 (i) 1/2" bolts MAY BE USED FOR 0 00d box nails ON o SPECIAL CONNECTION OR HANGER REO'D FOR CONCENTRATED LOAO(S) . THE BOTTOM CHORD ONLY. Gi Ln TRUSS QESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** Ln A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. a MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. UPLIFT (LB): 0530 940 BRG.LOC (FT): 0.00 20.38 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. CM 08X8 8XB m 6 C7 in i Ni CQXB (B3) C4XB (B3) X x 12 GJX12 10-4-0 5846 10-4-0_ r 20'8" OVER 2 SUPPORTS R-4691# W-3"8 Ra2835# W-3"B PLT. TYP.- CLARY-V2 - - Rev 17.2h SCALE 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTR"us REQUIRE EXTREME DARE TC LL 20 .0 PSF REF 8732--69686 SHALL NOT BE RESPONSIBLE FOR IN HANOLING. ERECTION AND CA ARY DEVIATION FROM NIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-Si BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 03/28/94 FAILURE To BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW USR732 44087504 01r1Aion pT A1pjn" A446 Gil B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER -BC LL 0 .0 PSF BY: OLD i'� EnOin"vw Propuct.. Ine TRAID UNLESS OTHERWISE LOCATED ON T1419 OESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 907YON CHORD CONNECTORS PER DRAWINGS 130. 150 B 160A-F. DEBI"STANDARDS WITH PROPERLY ATTACHED RIGID CEILING- SEE TOT.L 0. 37.0 PSF 1801 S. Great Southwest PkWY• COW.W/APPLICABLE PROVISIONS OF NOS a TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/91) FOR pI8eESTED _ Grana Prairl a' TX 75031 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY-OF•THISDUP. (2141 seo-aG4o IN ONLY. AND SHALL MOT BE RELIED UPON IN ANY OTHER WAY. DEBI" TO THE TRUSS ERECTION CONTRACTOR. FAC. 1 .25- "--TPI- TRUSS PLATE INSTITUTE Nos. 1991 NATIONAL DESIGN SPECIFICATION FOR HOOD CONSTRUCTION S A N 5 e e a b 0 V e Job: (CX3704AC--Centex Hames Inc 3704 A+C) I T5 5' End Jack Girder THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED 8Y TRUSS MFR. TOP CHORD' 2x4 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** SOT. CHORD 2x6 SP #1 Dense C WEBS 2x4 SP #3 SPECIAL CONNECTION/HANGER FOR 830.23# REACTION AT RIGHT END. U) PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. v LOAD CONTINUOUS LOADS LOAD CONC. LOADS UPLIFT (LB): 200 320 w CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC BRG.LOC (FT): 0.00 4.75 N 0 T 54.0 54.0 0.0 5.0 0 B 793 3.9 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND 0 B 20.0 20.0 0.0 5.0 0 B 122 1.9 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . 1991 STANDARD BUILDING CODE, ENCLOSED, MWFRS, D 0 SPECIAL CONNECTION OR HANGER REQ'D FOR CONCENTRATED LOAO (S) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. CD v A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. Ul MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. o C2X4 0 e~ Cu C3X4 (AS) rl T 4.3 fu c "iwr OVER 2 SUPPORTS C2X R=455# w=3"8 R=830# W=3" PLT. TYP.- CLARY-V2 - Rev -17.2h SCALE = 0.5000 **IMPORTANT** CLARY OIYI9I0N OF A1,PIwE WARN INGR"""REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--69687 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND 0LC..1ilion ARY DDEVIATIONFROM THIS DESIGN OR THESE SKCIFICATIONS. OR AMY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE MITN 9STSS aY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RECLARY CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM DUIREMENTB. UNLESS OTHERWISE INDICATED. TOP BC DL 1Q •Q PSF DRW USR732 94p97505 of Aloin• A44S GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL Q Q PSF BY: OL D finpinnnro H>r•cuct•, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD Cr CONNECTORS PER DRAWINGS 130. 100 C SSOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.LD'. 37.0- PSF 1801 s. Great SOUthwast Pkwy. CONFORM "/APPLICABLE PFIOV19IONS OF NOB S TPI. AN-ENGINEER'S .TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Grand Prairie. Tx 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORYMALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 ,214) B50-3940 IN OILY. ND ASHALL NOT BE RELIED UPON IN ANY 07/61 NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �J •--TPI - TRUSS PLATE INSTITUTE. NUR- 1991 NATIONAL OESION SPECIFICATION FOR WOOD CONSTRUCTION ISPACINGS e e i b o v e Jot): (C93704AC--Centex Homes Inc 3704 A+C) / T14 11' Common TRIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT. CHORD 2x4 SP #2 N UPLIFT (LB) : 200 200 C WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 10.71 cn TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND n WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED. MWFRS. w N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. U:) D O tD • V Ln O v C4X4 m T C2X4 (Ai) n 2X4 (Al) 4'3 1C2X4 11 ' � �- 1 '4" �� _ 5-6-0 _1_ 5-6-0 _I_ 1 -4- OVER •4"OVER 2 SUPPORTS R=483# W=3"8 R=483# W=3"8 PLT. TYP.- CLARY-V2 TP - - Rev 17.2M SCALE 0.5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRu6BEs REWIRE EXTREME CARE TC LL 20 .0 PSF REF A732--69689 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND AR Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV, STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP CLA BC DL 10 •0 PSF DRW USR732 94087507 Oiririon of Aloin" A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER BC LL 0 0 PSF By: DL Enping"d P"ductr. Ire TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC CONNECTORS PER DRAWINGS I . 150 t 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHEO-RIGIO.CEILING•—SEE, TOT.LD. 37.0.. PSF 1801 S. Grant SDUthW9at PkWY. CONFORM W/APPLICABLE-PROVISION0.-0F MOS.Q TPI.,.AN.ENGINEER'S TECHNICAL UPDATE 17/t/9W.fOh 6URSESTEO:, GranO Pralri" TX 75031 SEAL,ON THIS ORAWlta-.APPLIESe TO THE.COMPBNEMTc DEPICTED HERE. DRYWALL-APPLICATIOW. FURNISH-A COPY-OF--THIS - DUR.FAC. 1 •2`5- 12111 660-3840 IN OILY, AND SHALL NOT BE RELIED UPON IN•AMi'OTH6iWIAY. DESIGN-TO THE TIMIfiB•ERECTZOIh:CONTiiACTOR. r--LPI TRUSS PLATE.INSTITUTE NDS 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION —]SPACING 24.0' U, ` Jab: (Ck3704AC--Centex Homes Inc 3704 A+C) / T16 37' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONSI SUBMITTED BY TRUSS MFR. TOP CHORd 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 310 420 200 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 26.38 35.71 (n TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND 33 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . -4 THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. (,I ONLY. 00 NOT USE WITH PLASTER CEILING. N TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED, (A) 1X4 43 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO m BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING TRUSSES REQUIRE CARE WHEN ERECTING. SEE WARNING NOTES. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A o SUITABLE SUPPORT BY ERECTION CONTRACTOR, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. m MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -I) CONTRACTORS WARNING: Ln THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS a AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING m INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. C5X5 C3X5 C3X6 v C5X5 0 C5X5 (A) 6 p 4.5 p C3X4 (A 1) C3X4 (AS) ZF2 1'5%4 3 _L C5X5 G4X8 C2X6 �- - - 26'6"4 - - + 10'5"12 --{ L'^1 19-11-13 CSf�-0-3 _1_b 26-8-0 'rte 10-4-0 -� 37' — —J OVER 3 SUPPORTS R=1059# W=3"8 R=1377# W=3"8 R=453# W=3"B PLT. TYP.- QLARY-V2 DESTGN CRIT TPTRev 17.2M SCALE - 0.1875 **IMPORTANT** CLARY DIVISIOW OF ALPINE WARN IN(Y1"S ES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--69690 SHALL NOT BE RE9PONSI8LE FOR IN HANDLING. ERECTION AND C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIOD. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7,0 PSF DATE 03/26/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF ZOGA MY. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94087508 A Olvi"ion of AIPiM A446 OR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL O .O P B Y: D L�EL t En iMerAo Proouctr. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD •� SF LJA- CONNECTORS PER DRAWINGS 130. 150 9 160A-F. OE9IGN STANDARDS WITH PROPERCV ATTACiED RIGID CEILING--SEE - TOT:LD. 3 7.O PSF 1801 S. Great Southwest Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NOS 9.TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Grand Pralrle. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS - OUR.FAC. 1 .25 (21 4) 660-3940 IwOttr, NO SHALL NOT BE RELIED UPON TN ANY 07NM WAY. DESIGN TO THE TADS ERECTION CONTRACTOR: �--TPI TRUSS PLATE INSTITUTE NOS- 1981 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ISPACIPR. '24.0"' t/!J- Job: (CX3704AC--Centex Homes Inc 3704 A+C) / TiB 7' Mono THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFA, TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 236.58# REACTION AT RIGHT END. BOT CHORD 2x4 SP !2 N c WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. to UPLIFT (LB): 200 200 M BRG.LOC (FT): 0.00 6.75 .A TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 100.00 MPH WINO. 15.00 FT ABOVE GROUND w WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ry A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 1991 STANDARD BUILDING CODE, ENCLOSED, MWFRS. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. rn d 0 m ' v 0 co C2X4 m 0 6 p � t'7 T C2X4 (Al) 4"3 C2X4 1 {� '4n f 7 OVER 2 SUPPORTS R=357# W=3"8 R=237# W=3" PLT. TYP.— ARY—V TEr F Rev 17.2n ALE = 0.5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARN I NGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--69691 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND OCLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING• SEE MIS-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 03/28/94W iAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSO BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BING RE CLARY CONNECTORS ARE MADE OF 20GA QALY, STEEL MEETING ASTH OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USR732 94087509 A Divirfon ' A1Dinr ARAB GR a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 8C LL O 0 PSF 8Y: OL 0,4— -� LnpiM rrra vraructr. Inc TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SWATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 190: 130'4 SGOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING---SEE' .TOT.LD.. 37.0 P5F 1801 5. Great 40UthMlat PkMy. CONFORM M/APN'LICABIE PROYISIONkOF•NO8,—&TPI-. AN ENG•INEW.S.. TECHN40AL. UPDAJE .A/1/Bi1.•FMSUG$MED.._... _ - - .... Grano Pr lr Se, Tx 73,51 SEAL ON THIS DRANINW:APPLIES.TO-THE COMPONENT DEPICTED HERE DRYWALL APPCICATION. FURW$H-A.-COPY OF'THt4: OUR-.FAC. 1 .25 (214) 860-3940 IN ONLY, AND SHALL MOT�W RELIED.UPON IN AMY'OTHER WAY. DESIGN TO THE TRUW EReCTIOW'CQMACVXk '' r--TPI TRUS9 PLATE INaTITUTE. NOS- 1991 NATIONAL OESIGN.SPECIFICAT ION FOR.WOW CON&TRUCTION - _ - SPACING'- 24•0 Job: (C)(3704AC--Centex Homes Inc 3704 A+C) I F19 13'4'8 SY42 GIROER THIS DWG. PREPARED FROM COMPUTER INPUT (L.OAOS & DIMENSIONS) SUBMITTED BY TRUSS MFA. TOP CHORO 4x2 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BOT CHORD 4x2 SP #2 N c WEBS 4x2 SP #3 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. (n 33 CLEAR PANEL LENGTH - 02-06-00, TYP. ( 0 - 000 PANEL ) v LOAD CONTINUOUS LOADS w CASE SIDE L-PLF R-PLF START END + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ri 0 T 265.0 265.0 0.0 13.4 TO EACH TRUSS WITH 3-100 NAILS. STRONGBACK MATERIAL TO 0 8 10.0 10,0 0.0 13.4 BE SUPPLIED BY ERECTION CONTRACTOR, U0 D SPECIAL CONNECTION/HANGER FOR 1839.06# REACTION AT LEFT ENO. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN, IT CANNOT BE USED O UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR, m ' V Ul O j- 5'4'4 1'4" 6'8"4 --{ T C9X12 C7XI2 C5X5X6 Q5X5M12 c9XIL T T u' w HS 10 G5x4X4 cbxb H3510 13-3-0 0 8 C 3X8 C3 13'4.8 OVER 2 SUPPORTS R=1839# W=3" R=1839# W=3"8 PLT. TYP.- QLARY-V2 DESTGN CRTT T - Rev 17.2h SCALE = 0 .5000 **IMPORTANT** CLARY OriISION OF ALPINE WARN INGT""�g`�0U1i��"TREME C""E TC LL 40 .0 PSF REF 8732--69692 SHAD NOT BE pESPONBIBLE FOR IN HANDLING. ERECTION AND C L A R Y FAILURE�TOFROM BUIID THE TRUSS INN CONFORMANCTHESE E WITHIONS. OR ANY BRACING. SEE GSTS8 8 PI. FOR ADDITIONALIB-91 BY TPI. SEE SPECIAL PERMANENTTMBRACINGDESIGN RE TC DL 0 .0 PSF DATE 03/28/94 CLARY CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING AGIN OUIIEMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 5.0 PSF DRW USR732 94087510 A pivi=ion at Aloin• ARAB 6R B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER r� i� EnOi"•v=P Proauet•, 1•c TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC. LL 0 .0 PSF BY: OL O r CONNECTORS PER DRAWINGS 130. 180 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE 1801 S. Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF MOS C TPI. AN ENGINEER'S TECHNICAL UPOATC (711/90 FOR SUGGESTED TOT.LO PSF Grano Prairie, Tx 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED WERE DRYWALL APPLICATION. FURNISH A COPY OF THIS IDUR.FAC.- 1 .00 12111 660-3940 INOM.Y, 4WD SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. - r-TPI - 7pUSS PLATE INSTITUTE—TOTE. NDS- 1591 RATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION ISPACING S e e_ a b O v e Job: (CX3704AC--Centex Homes Inc 3704 A+C) / F20 13'4'8 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFA. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N c WEBS 4x2 SP i3 CLEAR PANEL LENGTH - 02-06-00, TYP. ( 0 - ODD PANEL ) cn + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH V SPECIAL CONNECTION/HANGER FOR 735.62# REACTION AT LEFT END. TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO IA) BE SUPPLIED BY ERECTION CONTRACTOR, ry NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN, IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. (n a 0 Co V Ln qq-(q 1'4" 6'8" ----� C2 C�1X)4 C4X4 C3X4 C2X4 C3X4 C4X4 i T tD (O IT 4 X,4 X4 X4 CTXt4L 4X 13'4"8 C X4 OVER 2 SUPPORTS C2 R=736# W=3"8 R=736# W=3"8 PLT. TYP.- CLARY-V R T TPT Rev 17.2h SCALE = 0.5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INgRuSsEs REQUIRE EXTREME DARE TC LL 40 .0 PSF REF 8732--69693 SMALL TDI GE RESPONSIBLE FOR tN HANDLING. ERECTION ANO A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 10 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WI7H 05788 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE CLARY COMNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL CLA.1vi.jan rJ.0 P5F DRW USR732 94087$11 of AloiNA446 GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOiID SMALL BE LATERALLY BRACED WITH PROPER BC LL 0.0 .PSF BY: OLD Enin 9 ••,.9 P-"Ct", Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130, 130 S ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—SEE TOT.LD. 55.0 PSF 1801 S. Greet SOUth W9at Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/t/911 FOR SUGGESTED Grano Prairie. Tx 75051 SEAT, ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICA7I0N. FURNISH A COPY OF THIS OUR.FAC. 1 .00 (214) 660-3940 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. e--RPI TRUSS PLATE INSTITUIE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR N0�CONSTRUCTIONSPACING24,0 11 Job: True Truss (CX3704AC--Centex Homes Inc 3704 A+C) I F23 19'8' SY42 THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, 1 TOP CHORD 4x2 SP 02 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. x BOT CHORD 4x2 SP #2 N C WEBS 4x2 SP #3 CLEAR PANEL LENGTH = 02-06-00. TYP. ( o 000 PANEL ) vI M + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH 14 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-I0d NAILS. STRONGBACK MATERIAL TO w UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. N CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS c AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING m INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CD Ln tU � C4X4 6'7"8 - � �- •�� 11 '7" C2X3 (R) 3 + tD tD C4X5 C4 471b C123 C3X4 15' 11"8 3'8"8 ----j C X5 C2 4 1. 19'8" OVER 2 SUPPORTS R-869# W-3"8 R-1332# W-3"8 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/1/1/1/E/-/- Rev 17.2h SCALE 10033750 **IMPORTANT** CLARY DIVISION OF ALPINE WARN IN ,`N"sE9 REOUIRE EXTREME CARE TC LL 40 .0 PSF REF 8732--69694 SHALL NOT BE RESPON5ISLE FOR IN HANDLING, ERECTION AND C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HI"l BY TPI. SEE THIS DESIGN TC DL 10.0 PSF DATE 03/28/94 iAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF ZOSA DALY. STEEL MEETING ASTM pUIRpQ/TS. UNLESS OTHERWISE INDICATED, TOP BC OL 5.0 PSF DRW USR732 94087512 OA DIG1H10n ON AlpinH A446 OR D EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITN PROPER Enpin..I*-"d"cts, 1- TRUSS AID UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF Y. DLD CONNECTORS PER DRAWINGS 130. ISO O ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—SEE TOT.LD. 55.0 PSF 1801 S. GW!et §QUtRWfit PMWY. CONFORM W/APPLICABLE PROVISIONS OF NCS G TPI. AN ENGINEER'S TECHNICAL LIPOATE W7/1/911 FOR SU80ESTeO Grand Prsir Af. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISDUR,FAC. 1 •0 0 to (2 14) 660-3940 IN ONLY, AND SHALL NCT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. U 1 +--TPI TRUSS PLATE INSTITUTE NOS* 1981 NATIONAL DESIGN SPECIFICATION FDR WOOD CONSTRUCTION SPACING 24-0" Job: (CX3704AC--Centex HOMES Inc 3704 A+C) / F27 15'11'9 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N C WEBS 4x2 SP #3 CLEAR PANEL LENGTH - 02-06-00, TYP. ( 0 - ODD PANEL ) (n m + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH v NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO w UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. ru U0 a 0 00 V Ln w �---2'6 m 5 6.7"4 ---�+ 7' 10"12 — C2X4 ( C4X5 C3X4 C2X4 C 4 CQX4 CAX5 C4 5 s ,� s z ti •'i 4 15' 11"8 C X6 OVER 2 SUPPORTS C2 6 R=878# W=3"8 R=878# W=3"8 PLT. TYP.- CLARY-V2 - Rev 17.2h SCALE 0.3750 **IMPORTANT** CLARY DIVISION OF ALPINE WARNING, REQUIRE EXTREME CARE TC LL 40 .0 PSF REF 8732--69695 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND CLARY t1 1 v PA DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-BS BY TP1. SEE THIS DESIGN TC OL 10 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT CING RE CLARY CONNECTORS ARE MAGE OF 206A GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 5 .0 PSF DRW USS732 94087513 A 0lrtsfon of Aloins AA46 GR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHUM SHALL BE LATERALLY BRACED WITH PROPER O ,0 PSF +AZ. E.pinsars0 Product., Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGK POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL BY. OLD r CONNECTORS PER DAIiYNSs 130.`150�G YSOA-F, DESIGN ST mmos' WITH PROPERLY ATTACHE#RIG10.60LIMG'=-SEE' 1601 S. Great southwest Pkwy. CONFORM•M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE 47/1/911.FWS10GEBTEO TOT.LD'. 5 5`.0' PSF?.: Grano PraIr le. TX 75051 SEAL ON THIS DRAWING,APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATIGHt.,FURNISH A COPY OB•THIS OUR.PAC. 1 O O 1214) sso-3940 IN-ONLY, AAO SHALL NOT BERELIEDUPON IN ANY OTHER WAY. OEsm TO THE TR�£RECTIOK.CONTRACTOR. "--tPI - TRt1S9 PLATE INSTITUTE. NDS 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSIPUCTION-. - - - SpA N -2'4..0" - Job: (CX3704AC--Centex Homes Inc 3704 A+C) / F25 19'4'8 SY42 THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. SOT CHORD 4x2 SP #2 N C WEBS 4x2 SP #3 CLEAR PANEL LENGTH - 02-06-00, TYP. ( o m 000 PANEL J Dn + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ., NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO w UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. N to 0 m v Ln f 2 6" �C5X5 9� 1N8 - - -�- m-• -- g, 1"8 —1 C2X4 (R) C5X6 CAX4 CJX4 Q2X4 C X4 CJX4 C4X4 C5X6 C5X5 to tD X 19'4"8 C X6OVER 2 SUPPORTS G2 6 R=1066# W=3"8 R=1066# W=3"8 PLT. TYP.- CLARY-V2 N - Rev 17.ah SCALE = 0.3750 **IMPORTANT** CLAAY DIVISION OF ALPINE WARN INGT`uSSES REQUIRE EXTREME CANE TC LL 40 .0 PSF REF 8732--69696 SMALL NOT BE RESPONSIBLE FOR IN HANDLING• ERECTION AM CAL.iY1810f, ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS• OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 10 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING<ECLARY CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 5 0 PSF ORW USrR�732 94087514 Ot A101n= A4A6 OR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC L L 0. 0 PSF BY' OLD EnginAir•Ap q-OOOCts, I0c TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING• BOTTOM CHORD CONNECTORS PER DRAWINGS 130. 150 B ISOA—F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE 1801 S. Great Soutnwast Pkwy, CONFORM W/APPLICABLE PROVISIONS OF NOS D TPI. AN ENGINEER'S TECHNICAL UPDATE D7/1/911 PDR SUGGESTED TOT.L D. 55.0 PSF Grano Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .00 (214).660-3940 11N.2 NLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. --TP[ TRUSS PLATE INSTITUTE. NOS• 1991 NATIONAL OESIGN SPECIFICATION FOR WOW CONSTRUCTIONSPACING 24. D" Job: (C)3704AC--Centex Homes Inc 3704 A+C) / F26 19'4'8 SY42 GIRDER THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS G. DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 4x2 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BOT, CHORD 4x2 SP #2 N C WEBS 4x2 SP #3 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. cn n RECOMMENDED CAMBER TOP AND BOTTOM CHORDS 1/4" AT MIDSPAN. v LOAD CONTINUOUS LOADS CASE SIDE L-PLF R-PLF START END CLEAR PANEL LENGTH = 02-06-00, TYP. ( o = DDD PANEL ) N 0 T 135.0 135.0 0.0 19.4 0 B 10.0 i0.0 0.0 19.4 + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED BE SUPPLIED BY ERECTION CONTRACTOR. o UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. CD v Ln Ln C7X8 C2X4 (R 2X4 R) C6xB CM64X 4X5 c5X6 Q6XS 7X is + co cbxti CbXb U 4rx4 19-3-0 0 -8 C X8 C3X8 +-- 19'4"8 OVER 2 SUPPORTS R=1405# WOOF8 R=1405# W=3"8 PLT. TYP.- QLARY-V2 DESIGN CRITTPI F - Rev 17.2h SCALE = 0 3750 **IMPORTANT** CLARY O1VI9ION DF ALPINE WARN ING,`uSSES REQUIRE EXTREME CARE TC LL 40 .0 PSF REF 8732--69697 SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION ANO OCLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE 419-91 BY TPI. SEE THIS DESIGN TC OL 10 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF ZOGA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 5.0 PSF DRW USR732 94087515 A Di"ajo at Aldine A416 GR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL 0 .0 PSF BY: 0 L D Eiginearaa Products. lnP TAM AND UNLESS OTHERWISE LOCATED ON THIS DE516K POSITION LY ATTACHED PLYWOOD SHEATHING. 907700 CHORD CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT.L D. 55.0 PSF 1601 S. Great SouthWest Pkwy. CORM W/APPLIC18LE PROVISIONS OF NOS S TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) Fal'='STE0 Grano Pralrle. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HOE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .00 (214) 660-3940 1 IN ONLY, AND SHALL.NOT BE RELIED UPON IN ANY OTHER NAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR, y� e--TPI - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION PA NG see above /1� Jab: (CX3704AC--Centex Homes Inc 3704 A+C) / F6 7'0" SY42 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORO 4x2 SP #2 N c WEBS 4x2 SP #3 CLEAR PANEL LENGTH - 02-06-00, TYP. ( o - ODD PANEL ) In NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED v UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. w N 1D D O Co , J CTl 2.6. u +- 2- 10-8 3 2- 10"8 -1 TC2Xq T4 25tCN X4 3X4 X4 T T T in co 4X4 C X 7' C X4 OVER 2 SUPPORTS C2 R=385# W=3"8 R=385# W-3"8 PLT. TYP.- CLARY-V - Rev 17.2h SCALE = 0.5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUSSES REQUIRE EXTREME CARE TC LL 40 .0 PSF REF 8732--69698 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND OCLAR v DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 10 .0 PSF DATE 03/26/94 I FAILURE TO BUILD THE TRUSS IN CONFORMANCE MITN OST68 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 5 .0 PSF DRW USR732 94067516 A 9fvfsion of A30n' A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BY: O L D Enal.AAntl F4a...! I- TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING BOTTOM CHOW BC LL 0 0 PSF CONNECTORS PER DRAWINGS 130. 130 C SGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT.LO. 55 .0 PSF 1801 S. Great Southwest Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Grand Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .00 (214) 660-3940 1NONLY, AHO SHALL NOT BE RELIED WON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. --7PI •TRUSS PLATE INSTITUTE. NOS - 1591 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ISPACING24.0" Job: (CX3704U--Centex Hames Inc CENTEX HOMES 3704 UPPER) / T38 15'2"8 FLAT GIRDER THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x6 SP #1 Dense 2 Complete Trusses Required BOT CHORD 2x6 SP #1 Dense c WEBS 2x4 SP #3 : W2 2x6 SP #1 Dense: U) NAILING SCHEDULE: (100box nails) PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. TOP CHORD: 1 ROW @ 8* o.c. UPLIFT (LB): 1-450 �-i450 BOT CHORD: 1 ROW i6" . . ry BRG.LOC (FT): 0.00 14.83 WEBS i ROW 9 4" D.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS TRUSS DESIGNED FOR 100.00 MPH WIND, 16.92 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TDP) AND 10.00 PSF (BOTTOM) . IN EACH ROW TO AVOID SPLITTING. a 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. (i) 1/2" _ bolts MAY BE USED FOR 0 10dbox nails ON o EITHER THE TOP OR BOTTOM CHORDS. CD NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT•CANNOT BE USED TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. v UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. Ln THIS GIRDER DESIGNED TO CARRY 19-08-00 TRUSSES FRAMING TO TOP CHORD FROM ONE SIDE AND 17-04-00 TRUSSES FRAMING TO TOP CHORD FROM OTHER SIDE. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. HS610 C5X6 Q2X4 C5X6 H aD jjj C4XI2 HS610 15'2"8 C X5 C3X �- 15'2"8 - -� OVER 2 SUPPORTS R=5123# W=3"8 R=5123# W34"8 PLT. TYP.- CLARY-V2 Rev 17.2h SCALE - 0.50LO **IMPORTANT** CLARY DIVISION OF ALPINE WARN ING;""Es REQUIRE EXTREME CAPE TC LL 20 .0 PSF REF 8732--69699 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND CLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-SS BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED• TOP BC DL 10 . 0 PSF OR W USR732 9408 7517 A"Piton of Aloin" A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER EnOin""r"e P_ou �� ct". Ine TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 •0 PSF BY: OLD CONNECTORS PER DRAWINGS 130. 150 B 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—SEE TOT.L D. 37 .0 PS F 1801 S. Great Southwest Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/91) FOR SUGGESTED Grand Prairie, TX 75051 SEAL.ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 . 25 (214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DE91GN TO THE TRUSS ERECTION CONTRACTOR. 7/�, "--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRICTION SPACING s e e above v Job: (CX3704U--Centex Homes Inc CENTEX HOMES 3704 UPPER) / T28 17,4" MSCI THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense : T2 2x4 SP #2 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, BOT CHORD 2x4 SP #2 N UPLIFT (LB): 390 380 WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 17,33 In TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND :D WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ., RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. IV A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. In a 0 > m v m STS -02x4 CUB C4X5 C5X5 N C3X5 d 4.5 6 � C3X6 (A1l �^ 17-4-0 0- 8 �- 17'7"8 OVER 2 SUPPORTS R=732# W=3"8 R=642# W=3"8 PLT. TYP.- CLARY-V2 T TPI FL/1/1/1/F/-/- Rev 17.2h SCALE = 0.2500 **IMPORTANT** CLARY DIVISION of ALPINE WARNINGTRuSSES REGUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--69700 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND OCLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 03/28/94 iAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF DRW USR732 94087518 AOi,I+1pn of AlpineA446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER ,AT,f EHE npim+r+p Propuct+, Sne TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: 0 L D CONNECTORS PER DRAWINGS 130. 130 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE 1801 S. Great Southwest Pkwy. CONFORM*/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR•SUGGESTED• - TO T.:L a. 37.0---- PSF Grano Pralrl e. Tx 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED/ERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. DUR FAC. 1 . 25 8 ', +--TPI - TRUSS PLATE INSTITUTE, NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WGOO CONSTRUCTION SPA I N 24,0" Job: True Truss (CX3704U--Centex Homes Inc CENTEX HOMES 370A UPPER) / T33 19'8' Hip G1rb#ZS 53188. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. -i TOP CHORD 2x4 SP 112 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** x 80T CHORD 2x6 SP 111 Dense c WEBS 2x4 SP 03 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (n Rt Slider 2x4 SP 113: UPLIFT (LB) : 460 380 m BRG.LOC (FT) : 0.00 19.42 14 TRUSS DESIGNED FOR 100.00 MPH WIND, 19.17 FT ABOVE GROUND w SPECIAL CONNECTION OR HANGER REO'D FOR CONCENTRATED LOAD(S) . WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . N 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. Lam° 0 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24e O.C. 0 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. - 53 53,E--90,34__ 54 LO m m 4 m m ! 12 m.3 m f 5 M7_ me m9 m1 m � � R� 14598 R- 10071 N-3.50' W-3.00' N m O W W T g 33 33 20 0-0-0 1 6-10-13 1 -1-4-13 5-0-0 19-8-0 C5X C2X3 (R) C6X5(E 1) 2'10'3 a 3X4 C3X6 (A1) 7n 5'8 5-0-0 1 10-8-0 4-0-0 -4- 19-8-0 OVER 2 SUPPORTS R-1459# W-3N8 R-1007# W-3' PLT, TYP.- CLARY-V2 DESIGN CRIT TPI FL/1/1/1/E/-/- Rev 17.2h SCALEi�0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNING"'uSSES REOUIME EXTREME CARE TC LL 20 .0 PSF REF 8732--69701 SMALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND CLARY NATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CDWOK04CE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 8C DL 10 .0 PSF ORW usR732 t�408751 CLARY CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP A O3r3Sim or Alpine A448 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER BC LL 0 .0 PSF BY: OLD /'(r1 [neine-ea Prop-"' Inc TRUSS AID UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130. 150 4 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—SEE SEW)1 S. GPIat SOutllMfft Pkwy. CONFORM W/APPL.ICASLE PROVISIONS OF IDS G TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED TOT.LD. 37 .0 PSF Grano Pr Ir i0. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COM OF THIS DUR,FAC. 1 ,2 rJ /� (214) 660-3940 IN ONLY AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. lr( +--TPI - TRUSS PLATE INSTITUTE, NOS - 199I NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTPUCTION SPACING SEE ABOVE Job: (CX3704U--Centex Homes Inc CENTEX HOMES 3704 UPPER) / T32 19'8" Hip 7'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 320 220 C: WEBS 2x4 SP Ria BRG.LOC (FT) : 0.00 19.42 : Rt Slider 2x4 SP ;i3: TRUSS DESIGNED FOR 100.00 MPH WIND, 19.67 FT ABOVE GROUND D WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. W A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. tV MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. cD a 0 OD V Ln IV O C5X5 ( C5X (R) m sF,- 7!S; r� M C3X4 C3XB (E3) C3X4 (A1) 181 4—3 10"2 X4 C3X4 C5X5 (E3) 7-0-0 I_ 6-8-0 _I_ 6-0-0 I OVER 2 SUPPORTS R-818# W-3"8 R-713# W-3" PLT. TYP.— CLARY—V2 P FL/1/1/1/F/—/— Rev 17.2h SCALE = 0,3750 **IMPORTANT** CLAR OIVISION OF ALPINE I WARNINGRUSSES REWIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--69702 SHALL NOT BE RESPONSIBLE FOR N HANDLING. ERECTION AND OCLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05TOO BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94087520 A Oivfgign of Aigi� A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL IRE LATERALLY BRACED WITH PROPER EnginNArNq G-t . . Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIOK POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORE BC LL 0 .0 PSF BY: OLD 4t- CONVECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE 1801 S. -Great southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED TOT.L O. 37.0 PSF Grand Prairie. Tx 75051 SEAL ON THIS DRAWING APPLIES TO THE.COMPONENT DEPICTED HERE I ORYWALL APPLICATION. FURNISH A COPY Of THIS 1214) ss0-3940 DUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. OESZGN TO THE TRUSS ERECTION CONTRACTOR. "--TPI - TRUSS PLATE INSTITUTE. NOS• 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ISPACING 24.0" Job: (CX3704U--Centex Homes Inc CENTEX HOMES 3704 UPPER) / T31 19'8" Hip 9'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N : T1 2x4 SP #2 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 320 220 c WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 19.42 (n : Rt Slider 2x4 SP #3: TRUSS DESIGNED FOR 100.00 MPH WIND, 20.17 FT ABOVE GROUND D WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ti MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. U3 a 0 m ' V U1 tU C5X5 (R) ( (R) Allm 0 s v Q C3 93X8 (E3) C3X4 (A i) 1-0 4'3 C2X4 MA C5X5 (E3) 9-0-0 _L 2-8-0 j- 8-0-0 f � OVER 2 SUPPORTS R=818# W=3N8 R=713# W=3" PLT. TYP.- CLARY-V2 T Rev 17.2h SCALE - 0.3750 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUBBES REWIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--69703 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND CL A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH WTS9 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL NESTING ASTM OUIREMENTS, UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW US//S732 4087521 A Oirfsldn. d! AlRin� A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORO SHALL BE LATERALLY BRACED WITH PROPER 8C LL 0 0 PSF BY: LO E.,..I"Products. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD U CONNECTORS PER DRAWINGS 130. 150 5 15OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.L O. 37.0 PSF 1801 S. Great Southwest Pkwy, CONFORM M/APPLICABLE PROVISIONS OF NDS B TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/9U FOR SUGGESTED Gra Prairie. Tx 78061 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 'J (2141 660-3900 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. v _ TPI - TRUSS PLATE INSTITUTE. NDS- 1291 NATIONAL DESIGN SPECIFICATION FOR wow CONSTRUCTION -PACIN G 24.0�� Jab: (CX3704U--Centex Homes Inc CENTEX HOMES 3704 UPPER) / T30-1-9'8" Common THIS DWG. "PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOTCHORD 2x4 SP #2 N UPLIFT (LB): 320 220 WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 19.42 N : Rt Slider 2x4 SP #3: TRUSS DESIGNED FOR 100.00 MPH WIND, 20.51 FT ABOVE GROUND M WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w ti A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O,C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. co D O m ' V UI N N C4X4 m C2X4 C2X4 Ia sp in C3X4 C3XB (E3) C3X4 (Ai) F 4.3 1� C C5X5 (E3) ,L 10-4-0 i _ 9-4-0 _I 19'8" OVER 2 SUPPORTS R=818# W=3"8 R=713;8 W=3" PLT. TYP.- CLARY-V2 P FL/1/1/1/E/-/- Rev 17.2h SCALE = .375 **IMPORTANT** CLARY DIVISION OF ALPINEWARNIN�RUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--69704 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND CL A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 94087522 A Oiri"fon of Alain& A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL SE LATERALLY BRACED WITH PROPER Eng"""N Proouct+, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD. BC LL 0 ,0 PSF BY: 0 L D CONNECTORS PER DRAWINGS 130. 150 B IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE 3801 S. Great Southwest Pkwy. CONFORM W/APPLICASLE PROVISIONS OF NOS B TPI. AN ENGINEER'S TECHNICAL UPDATE h/i/91l FOR SUGGESTED TOT.L O. 37 .0 PSF Gra PrB1rS e, T% 73051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE 0 MALL APPLICATION. FURNISH A COPY OF THIS (21 41 550-3940 IN ONLY, ANO SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. OUR.FAC. 1 . 25 +--TPI " TRUSS PLATE INSTITUTE. NOS" 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ISPACING 24.0" Job: True Truss (CX3704U--Centex Homes Inc CENTEX HOMES 3704 UPPER) / T34 5' End Jack GNdl%rDWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. —M TOP CHORD 2x4 SP 02 Dense SPECIAL CONNECTION/HANGER FOR 636.31# REACTION AT RIGHT END. x BOT CHORD 2x6 SP #1 Dense c WEBS 2x4 SP #3 PROVIDE UPLIFT COpNNECTIONS AT BEARINGS AS INDICATED. Un UPLIFT (LB): .200. 260---) n BRG.LOC (FT) : . 0.00 4.75 14 TRUSS DESIGNED WITH EOUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 100.00 MPH WINO, 19.17 FT ABOVE GROUND W WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . N THIS GIRDER DESIGNED TO CARRY 12-08-00 FRAMING TC/BC SPLIT 1991 STANDARD BUILDING CODE. ENCLOSED. MWFRS. FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTHER Un SIDE. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. c MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. m v Ln N CAN C2X3 6 p m s N C3X4 (AS) r-- 4-3 4.3 5- C2X OVER 2 SUPPORTS R=720# W=3"8 R-636# W-3" PLT. TYP.- CLARY-V2 DESIGN CRIT TPI FL i i i E - - Rev 17.2h SCALE 10035000 **IMPORTANT** CLARY DIVISIDN OF ALPINE WARN INGIRIN"�e REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--69705 SMALL NOT BE RESPONSIBLE FOR HANDLING. ERECTION AND CLARY NATION FROM THIS DESIGN OR THESE SPECIFICATIONS. DR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 0 3/28/94 FAILURE TO BUILD THE TRUSS IN IXNFOIMANCE WITH GSTee By TPI. FOR ADDITIONAL SPECIAL PERMANENT OWING RE CLARY CONNECTORS APE MADE OF 206A GALV. STEEL MEETING ASTM GUIREIENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF ORW USR732 94087523 A Ot.'I n oM Alot" A446 CNA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHM SMALL BE LATERALLY BRACED WITH PROPER ..,n—" BC LL 0 O PSF BY: OLD uln—"wroauct.. Inc TRUSS AND UNLESS OTHERWISE LOCATED O4 THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD / CONNECTORS PER DRAWINGS 130. 150 B 1GOA-F. DESIGN STANDARDS MITA PROPERLY ATTACHED 416I0 CEILING—SEE 1803 S. Great Southwest Pkwy. CONFORM N/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE X7/111 FOR SUGGESTEDTOT.LO. .O PSF O Grand Pra3rlI TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 (21 4) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ' A—TPI TRUSS PLATE INSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING SEE ABDVE Job: (CX3704U--Centex Homes Inc CENTEX HOMES 3704 UPPER) / T36 13'8" Common THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 240 240 c WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 13.38 cn TRUSS DESIGNED FOR 100.00 MPH WIND, 19.63 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. 41 fU A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. a 0 CD v 151 lU L1 CO m Cn 6 p M TC2X4 (A1) C2X4 (A 1) 4'3 I_ 6-10-0 6-10-0 ^� f 13'8' OVER 2 SUPPORTS R=581# W=:Y 8 R=581# W=3"8 PLT. TYP.- CLARY-V P Rev 17.2h SCALE = 0 .3750 **IMPORTANT** CLARY DIVISION OF ALPINE WARN ING'RR' B REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--69707 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND CL A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 7. 0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PETWMNENT BRACING RE CLARY CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF DRW USR732 94087525 A Oivition of Alpine A446 GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY GRACED WITH PROPER EnOi•eerta�reeuct•, Ine TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF B Y• OLD CONNECTORS PER DRAWINGS 130, 150 0 160A-F. DESIGN STANDARDS -WITH PROPERLY ATTACHED RIGID CEILING--SEE - 1801 S. Great Southwest Pkwy. CwDRW W/APPLICABLE PROVISIONS W OF NDS i TPI. AN ENGINEER'S TECHNICAL UPDATE 07/1/911 FOR 6UESTEO TOT.L D. 37. 0 PSF Grand Prairie, TX 7'5051 SEAL ON THIS DRAWING APPLIES TO THE.COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Of THIS DUR.FAC. 1 .25 (214) 660-3940 IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. •--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0�� Job: (CX3704U--Centex Homes Inc CENTEX HOMES 3704 UPPER) / T35 12'8" Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 200 200 C: WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 12.42 : Rt Slider 2x4 SP #3: TRUSS DESIGNED FOR 100.00 MPH WIND, 19.63 FT ABOVE GROUND WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) v SPECIAL CONNECTION/HANGER FOR 478.10# REACTION AT LEFT END. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. tU MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. I� d 0 CD ' V UI ro a) C4X4 m e pa rn M C3X4 XB (E3) C2X4 (A1) T 4 1� C2X4 6-10-0 5-10-0 C5X5 (E3 OVER 2 SUPPORTS R=478# W=3" R=459# W=3" PLT. TYP.- CLARY-V2 - - Rev 17.2h SCALE - 0.5000 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INL3RUMS REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--69708 SMALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND OCLARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 03/28/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH DSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALY, STEEL MEETING ASTM OUIREMENTS, UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USR732 940875-25 A Division of AlRine ARAB GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER B. 0 0 BY: 0 L D �1 Fnp in..�r4 aroauct., tnc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SNEATHI/1G, BOTTOM CHORD CLL PSF CONNECTORS PER DRAWINGS 130. ISO C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—SEE 1801 S. Great Southwest Pkwy. CONFORM M/APpLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED TOT.LD. 37 .0 PSF Grand Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. - 1 .25 12141 860-3940 11.2 NLY. AND SHALL MOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. /^ --TPI - TRUSS PLATE INSTITUTE, NUS• 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ISPACING24.0" ENERGY GUIDE For Netliled information of `�he EPI t n n 'mt�,war or or any E i zse`� , ask your Builder for EPI= 97 .2 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 The maximum allowable FPI is 100 . The lower the EPI the more efficient. the Nkomo RESIDENTIAL ANERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency Nigh Efficiency SINGL CLR DBL TINT WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear -------------X_.____._.._ � , INSULATION . . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value . . . . . . . . . 30 .0 ____________________X : R-0 R-7 Wall R-Value . . . . . . . . . 11 .o ___...___-_-_..____....-___x R--O R-19 Floor R--Value . . . . . . . . . 0 .0 v______._______.________- AIR CONDITIONER . . . . . . . . . . . . . 10 .0 SEEP, 17 .0 SEER . . . . . . . . . . . . . . . . . . . . . . 10 .0 A__.,_____..._.....___.._.,....._._.,_._ � HEATING SYSTEM . . . . . . . . . . . . . . 6 .8 HSPF 12 .0 Electric HSPF . . . . . . . . . . . . 6 .8 X___.._._____.___...__-____- � WATER HEATER . . . . . . . . . . . . . . . 0 .58 0 .96 Electric EF . . . . . . . . . . . . . . o .90 - X---------------- 0 .54 0 .90 GasEF . . . . . . . . . . . . . . o .00 --------------------- Solar" EF . . . . . . . . . . . 0 .40 0 .80. . . ______-____.__._______ OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house . Builder Address: �� �,.iS��pA�, ;•� Signature : —Date Cit.yyzip��,.�e-��� els• �\ �;�'a-3�j Florida Energy Code for Building Construction w 1993 Florida Department of Community Affairs FL--EPL CARD93 Department. of Community Affairs SN: 1234 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FOAM 600A--93 Residential Whole Building Performance Method A NORTH PROJECT NAME : Lot 110 5elva. Linksi ; BUILDER : Centex AND ADDRESS : 1641 Linkside Dr N ; PERMITTING ; CLIMATE Atlantic Beach , Fla ; OFFICE : Atlantic Bea ; ZONE : 1i __i 2i __.i 3i OWNER : Centex ; PERMIT NO . ; .JURISDICTION NO .261. 00 CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family T 3 . If Multifamily--No . of units 3 . 0 4 . If Multifamily , is this a worst case ( yes/no ) 4 . S . Conditioned floor area ( sq .ft . ) S . 1S16 .00 6 . Predominant eave overhang ( ft. . ) 6 . 1 .00 7 . Porch overhang length ( ft . ) 7 . 0 .00 8 . Glass area and type: Single Pane Double Pan-e- a . anea . Clear Glass 8a . O .Osgft 156 .00sgft b . Tint , film or solar screen 8b . O .Osgft O .00sgft 9 . Floor type and insulation : a . Slab on grade ( R-value , perimeter ) 9a .R= 0 .00 , 117 .00 ft. 10 .Net Wall type area and insulation: a . Exterior : 2 . Wood frame ( Insulation R--value ) 10a-2 R=11 .00 , 1319 .00sgft b . Adjacent : 2 . Wood frame ( Insulation R-value ) 10b-2 R=11 .00 , 149 .00sgft 11 .Ceiling type area and insulation : a . Under attic ( Insulation R--value ) 11a .R=30 .00 , 1203 .00sgft _,,,,___ 12 .Air distribution systems a . Ducts ( Insulation + Location ) 12a. . R-- 6 .00 , uncond 13 .Cooling system 13 . Type : Central A/C SEER: 10 .00 14 .Heating System : 14 . Type : Heat Pump HSPF . 6 .80 15 .Hot water system :y 15 , Type : Electric EF : O .90 16 .Hot Water Credits : ( HR-Heat Recovery , 16 . DHP--Dedicated Heat Pump ) M 17 .Infiltration practice : 1 , 2 or 3 17 . 2 18 .HVAC Credits ( CF-Ceiling Fan , CV-Cross vent , 18 . CF HF-Whole house fan , RB-Attic radiant. _ barrier , MZ-Multizone ) 19 .EPI ( must not exceed 100 points ) 19 . 97 .24 a . Total As-Built points 19a . 28203 .67 _ . b . Total Base points 19b . 29002 .95 _ _....._ _.__________w_______....___________________________...______________..._____w_..._____-_... I Hereby certify that the plans and Review of-the- ~ plans and specifications specifications covered by this calc:u- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code . Code . Before construction is completed this building will be inspected for PREPARED compliance in accordance with Section DATE : _ _. 553 .908 F .S . I hereby certify that this building is in compliance with the Florida. Energy Code . OWNER/AGENT : i BUILDING OFFICIAL : DATE : DATE : *. INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST *.:* COMPONENTS mmY SECTION Yp � .. _.,REQUIREMENTS�FOR WEACH�PRACTICE CHECK PRACTICE41 �w 606 .1 COMPLY WITH ALL INFILTRATION PRESC,RIPTIVES . Windows -- -T-M- 606 . 1 Maximum of 0 .34 CFM per linear foot of operable .Nash crack ( includes sliding glass doors ) . Exterior& 606 .1 Maximum of 0 .5 CFM per sq . ft . of door area: solid Adjacentl Doors core , wood panel , insulated or glass doors only . -µ- Exterior Joints 606 . 1 To be caulked , gasketed , weather--stripped or other-- & Cracks wise sealed . PRACTICE 02 606 . 1 COMPLY WITH PRACTICE 41 AND THE FOLLOWING : .__-___-__._._-_-___-____________w_____-.,.___.____..__..__-_____-___-_-..W____..__________.. Exterior Walls 606 .1 Top Plate penetrations sealed . Infiltration barrier & Floors installed . Sole plate/floor joint caulked or sealed . Exterior Walls 606 . 1 Penetrations , joints and cracks on interior surface & Ceilings caulked , sealed or Basketed . ----- --0__,..µ_-_-..._____..W_____..-__--_.__w_____-._-__.___.___-_____- w..-_-w- Duct.Work 606 . 1 Ductwork in unconditioned space must be sealed . Fireplaces 606 . 1 Equipped with outside combustion air , doors and flue dampers . --------------------- ExhaustWrans�W ��M606 . 1��VEquipped with dampers . Combustion devices see 606 . 1 .A .2 . - combustion µ�M � 606 . 1 Combustion space and water heating systems provided Heating with outside combustion air , except direct vent appliances . ** OTHER PRESCRIPTIVE MEASURES ( must be met or exceeded by all residences . ) ** ------------------------------------------------------------------------------ Water Heater; 612 . 1 Comply with efficiency requirements in Table 6-11 . Switch or clearly marked circuit breaker- ( electric ) or cutoff ( gas ) must be provided . External or built.- in heat trap required . SwimminglPools 612 .1 Spas and heated pools must have covers ( except solar & Spas heated ) . Non--commercial pools must have a pump timer . Gas spa & pool heaters must have a minimum thermal efficiency of 73 percent . Shower�Heads W �612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG . AirµDistribution N610 . 1 All ducts , fittings , mechanical equipment and plenum Systems chambers shall be mechanically attached , sealed , ins- ulated and installed in accordance with the criteria of Section 610 . Ducts in unconditioned attics must be insulated to a minimum of R--6 . Air handlers shall not be installed in attics unless in mechanical closet . HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system . Insul.at.ion 604 . 1 Ceiling; minimum R--19 . Common Walls ~ Frame R-11 or 602 . 1 CBS R--3 both sides . Common ceiling & floors R--11 . __________-______________________._.______-_-____W______-_-___w_____._._____"___ Department of Community Affairs SN : 1234 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FdRM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME : Lot 110 Selva Linksi ; BUILDER: Centex AND ADDRESS : 1641 Linkside Dr N ; PERMITTING ; CLIMATE Atlantic Beach , Fla ; OFFICE : Atlantic Bea ; ZONE : 1 ; ,_; 2 ; _; 3 , OWNER : Centex ; PERMIT NO . ; JURISDICTION NO .2600 1 . New construction or addition 1 . New Construction CK 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No . of units 3 . 0 4 . If Multifamily , is this a worst case ( yes/no ) 4 . S . Conditioned floor area ( sq .ft . ) S . 1516 .00 6 . Predominant eave overhang ( ft. . ) 6 . 1 .00 7 . Porch overhang length ( ft . ) 7 . 0 .00 S . Glass area and type: Single Pane Double Pane _ __ a . Clear Glass 8a . O .Osgft 1S6 .00sgft b . Tint , film or solar screen Sb . O .Osgft 0 .00sgft 9 . Floor type and insulation: a . Slab on grade ( R-value , perimeter ) 9a .R= 0 .00 , 117 .00 ft 10 .Net Wall type area and insulation: a . Exterior : 2 . Wood frame ( Insulation R-value ) 10a--2 R=11 .00 , 1319 .00sgft__.._ b . Adjacent : 2 . Woad frame ( Insulation R-value ) 10b-2 R=11 .00 , 149 .00sgft 11 .Ceiling type area and insulation: a . lander attic ( Insulation R-value ) 11a .R=30 .00 , 1203 .00sgft 12 .Air distribution systems a . Ducts ( Insulation + Location ) 12a. . R- 6 .00 uncond 13 .Cooling system 13 . Type : Central A/C SEER: 10 .00 - 14 .Heating System : 14 . Type : Heat Pump HSPF : 6 .50 1S .Hot water system: 15 . Type : Electric EF : 0 .90 16 .Hot Water Credits : ( HR--Heat Recovery , 16 . DMP-Dedicated Heat Pump ) 17 . Infiltration practice : 1 , 2 or 3 17 . 2 18 .HVAC Credits ( CF-Ceiling Fan , CW--Cross vent , 18 . CF HF-Whole house fan , RB-Attic ra.d.i.ant. barrier , MZ-Multizone ) 19 .EPI ( must not exceed 100 points ) 19 . 97 .24 a . Total As-Built points 19a . 23203 .67 b . Total Base points 19b . 29002 .95 - � - I Hereby certify that the plans and Review of the- - T plans and specifications specifications covered by this: calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code , Code . Before construction is completed ✓�� this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: S� _ _ SS3 .903 F .S . I hereby certify that this building is ' in compliance with the Florida Energy Code . OWNER/AGENT : DATE : BUILDING OFFICIAL : -S` DATE : SUMMER CALCULATIONS --= BASE AS-BUILT __ GLASS-----_..._____-__.__..-__- ORIEN AREA x BSPM = POINTS ; TYPE SC ORIEN AREA x SPM x SOF - POINTS E 36 .00 65 .6 2368 .8 ; DBL CLR E 18 .0 79 .7 .98 1402 .3 GBL CLE; E 18 .0 79 .7 .98 1402 . 3 S 30 .00 65 .8 1974 .0 ; GBL CLR S 6 .0 66 .2 .96 381 . 1 GBL CLR S 9 .0 66 .2 .96 571 .6 DBL CLR 5 15 .0 66 .2 .96 952 .7 W 90 .00 65 .8 5922 .0 ; GBL. CLR W 42 .0 79 .7 .98 3272 .0 DBL CLR W 15 .0 79 .7 .98 1168 .6 GBL CLR W 15 .0 79 .7 .98 1168 .6 GBL CLR W 9 .0 79 .7 .98 701 . 1 DBL CLR W 9 .0 79 .7 .98 701 . 1 -------------------------------------------------------------------------------- . 15 x COND . FLOOR l TOTAL, GLASS = ADJ. x GLASS ADJ GLASS ; CLASS AREA AREA FACTOR POINTS POINTS ; POINTS ------------------------------------------------------------------------------- . 15 1 ,516 .00 156 .00 1 .458 10 ,264 .80 14 ,962 .92 ; 11 ,721 .51 NON GLASS------------ � AREA x BSPM = POINTS ; TYPE R-VALUE AREA x SPM w POINTS -------------------------------------------------------------------------------- WALLS---w___-_-__-__-___ � Ext 1319 .0 .9 1187 . 1 ; Ext Wood Frame 11 .0 1319 .0 1 .70 2242 .3 Adj 149 .0 .7 104 .3 ; Adj Wore Frame 11 .0 149 .0 .70 104 .3 DOORS___._-..__-_--____ Ext 21 .0 6 . 1 128 . 1 ; Ext Wood 21 .0 6 . 10 128 . 1 Adj 18 .8 2 .4 45 .1 ; Adj Wood 18 .8 2 .40 45 . 1 CEILINGS------------- UA 1203 .0 .6 721 .8 ; Under Attic 30 .0 779 ,0 .60 467 .4 Under Attic 30 .0 424 .0 .60 254 .4 FLOORS--_--_w_-___-.__ Slb 117 .0 --37 .0 --4329 .0 ; Slab-on-Grade .0 117 .0 -41 .20 --4820 .4 INFILTRATION----w------- 1516 .0 8 .0 12128 .0 ; Practice ##2 1516 .0 8 .00 12128 .0 TOTAL SUMMER POINTS ; 24 ,94804 22 ,270 .73 TOTAL x SYSTEM COOLING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MOLT POINTS ; COMPON RATIN MULT MULT MULT POINTS ------------------------------------------------------------------------------- 24 ,948 .34 .37 9 ,230 .89 ; 22 ,270 .73 1 .00 1 .070 .340 .860 6 ,967V0 WINTER CALCULATIONS _= BASE ; _ AS-BUILT GLASS ORIEN AREA x BWPM µ POINTS TYPE SC OMEN AREA x WPM x WOF = POINTS E 36 .00 -10 .6 -381 .6 ; DBI_ CLR E 18 .0 --9 .2 .93 --1.54 .4 ' DBL CLR E 18 .0 -'9 .2 .93 -154 .4 S 30 .00 10 .6 -318 .0 ; DBL CLF; S 6 .0 -28 .4 98 167 . E DBL CLR S 9 .0 -28 .4 .98 -251 .0 DBL. CLR S 15 .0 --28 .4 .98 --418 .3 W 90 .00 -10 .6 -954 .0.0 ; DBL CLR W 42 .0 -9 .2 .93 -360 .3 DBL CLR W 15 .0 --9 .2 .93 --128 .7 DBL CLR W 1.5 .0 -9 .2 .93 --128 .7 DBL CLR W 9 .0 -9 .2 .93 DBL CLF; W 19 .0 -9 .2 .93 -77 .2 .15�x�COND . FLOOR t TOTAL GLASS = ADJ7 x GLASS AD7 GLASS ; GLASS AREA AREA F='AC:T0R POINTS POINTS ; POINTS µ1 ,516 .00 `W �w . 15 156 .00 1 .458 -1 ,653 .60 -2 ,410 .44 ; -1 ,917 .52 NON GLASS------------- AREA ---- ___-___AREA x BWPM = POINTS ; TYPE: R--VALUE AREA x WPM = POINTS ------------------------------ WALLS_..._-_,.,_-_______- Ext 1319 .0 2 .2 2901 .8 Ext Wood Frame 11 .0 1319 .0 3 .70 4880 .3 Adj 149 .0 3 .6 536 .4 Adj Wood Frame 11 .0 14`? .0 3 .60 536 .4 DOORS___.-....__.._� Ext 21 .0 12 .3 258 .3 Ext Woad 21 .0 12 .30 258 .3 Adj 18 .8 11 .5 216 .2 ; Adj Wood 18 .8 ll .50 216 .2 CEILINGS-...---.------_._____.- UA 1203 .0 1 .2 1443 .6 ; Under Attic 30 .0 779 .0 1 .20 934 .8 Under Attic :30 .0 424 .0 1 .20 508 .8 FLOORS----_-_-_._______. � Slb 117 .0 8 .9 1041 .3 ; Slab-an--Grade .0 117 .0 18 .80 2199 .6 i INFILTRATION--_-.-------- 1516 .0 7 .4 11218 .4 ; Practice #t2 1516 .0 7 .40 11218 .4 TOTAL WINTER POINTS 15 ,205 .56 1.8 ,835 .28 TOTAL�µ x~ SYSTEMMM - HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS ----------------------------------------------- 15 ,205 .56 .55 8 ,363 .06 ; 18 ,835 .28 1 .00 1 .070 .500 1 .000 10 ,076 .87 WATER HEATING BASE M_.._ A5--BUILT M _ NUM OF �x mMULT� � TOTAL TANK; VOLUME. EF TANK x MULT x CREDIT = TOTAL BELRMS RATIO MULT 3 3803 .0 11 ,409 .00 40 .90 1 .000 3719 .7 1 .00 11 ,159 .00 SUMMARY BASE AS-BUILT COOLING� HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS " --- 9230 .9 8363 . 1 11409 .0 29 ,002 .96 ; 6967 .8 10076 .9 11159 .0 28 ,203 .67 EPI 97 .24 SERIAL # 1234 RESMANUJ( c ) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES( c: ) DATA FILES ( BASED ON A .C .C .A . MANUAL J - SEVENTH EDITION ( c ) 1986 by A .C .C .A . ) ------------------------------------------------------------------------------- AM ..... 4 _ ...._ _ ._a..... _ ._ ..._ _r.. _kx. ...... '.................._.._................__........_........._ _....................................._......._....... A C D R W.�.._1.t7 4.1.__.1,-_z..n.k s_i.W D r.......N__........_..._...._.......................__.................... .........................._............. . ................................................................................................._........._.................................................... .._....... .... ..... ...... ........................ .................................................... ............. ....... E�U.xLL�ER. Cent. _ _... . .............................................. Conditioned Floor Area IS16 SF Climatic Conditions & Design Conditions ------------------------------------------------------------------------------ Geographical Location : Florida Jacksonville ----------------------------------------------------------------------------- North Latitude / Elevation 30 Deg . / 24 Ft . Above Sea Level Outdoor Winter Dry Bulb 32 Dena . F Indoor Winter Dry Bulb 70 Deg . F Winter ( Actual ) Temp .Diff . ; 38 Deg . F Winter Temp . Diff . ( wTd ) 40 Deg . F Outdoor Summer Dry Bulb ; 94 Deg . F Outdoor Summer Wet Bulb ; 77 Deg . F Outdoor Summer Humidity Ratio ; 111/4 Indoor Summer Relaltive Humidity ; 50% Indoor Summer Design Grains / Lb . 49 Indoor Summer Dry Bulb ; 75 Deg . F Indoor Summer Wet Bulb ; 62 .3 Deg . F @ 64 Gr/Lb Summer Daily Range ; 19 Deva . F - L Summer ( Actual ) Temp .Diff . ; 19 Deg . F Summer ( User Sel ) Temp .Diff . ( sTd ) ; 20 Deg . F --------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * -------------------------------------------------------------------- SUBTOTAL 21681. .38 ; STRUCTURE SENSIBLE 13704 .61 ; MECH .VENT- 100 Cfm 2090 .00 SENS> . + MECH .VENT • 15794 .61 TEMP .SWING @ 3 DEG . : 1 .00 ; OCCUPANT/APPLIANCE 3000 .00 DUCT LOSS 1084 .07 ! DUCT GAIN 1879 .46 TOTAL LOSS/BTUH 22765 .45 ; TOTAL SENSIBLE 20674 .07 TOTAL. LATENT 7536 .34 --------------------------------------------------------------------- 20o OVERSIZE FACTOR 4553 .09 ; 204 SENS .OVRSZE FTR: 4134 .81 ACTUAL + 20% OVERSIZE : 27318 .54 ; SENS . + 20% OVERSIZE : 24808 .88 * EQUIPMENT SELECTION -* -------------------------------------------------------------------- EQT . MANUF . _MODEL # TYPE HTG .INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG ,. TOTAL TONAGE__,,,_ ( S )E E R ..�_____Mw_.�..._...0 L G CFM______ HTG CFM ___ L 0 A D C A L L li L A l I G td TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GLSA SSS___.,,.____...__________-_______-_.-_.-__.-._.___.-_...._._-_._._-__._.__-_____________._.______ South Double Clr Drapes/Blinds 1 6 .00 1:4 .00 150 .00 South Double Clr Drapes/Blinds 1 9 .00 261 .00 225 .00 South Double Clr Drapes/Blinds 1 15 .00 435 .00 375 .00 East Double CA Drapes/Blinds 1 18 .00 522 .00 826 .00 East Double Clr Drapes/Blinds 1 18 .00 522 .00 828 .00 West Double Clr Drupes/Blinds 1 42 .00 1218 .00 1932 .00 West Double Clr Drapes/Blinds 1 15 .00 435 .00 690 .00 West. Double Clr Drapes/Blinds 1 15 .00 435 .00 690 .00 West Double Clr Drapes/Blinds 1 9 .00 261 .00 414 .00 West Double Clr Draped/Blinds 1 9 .00 261 .00 414 .00 Infiltration Winter Htm ( 28 . 1 ) x 1S6 .00 4383 .60 Infiltration Summer Htm ( 6 .83 ) x 156 .00 106S .480 M WY Window Frame = Metal SUBTOTALS : 1.56 .00 8907 .60 W 7611 .48 R--Value Area Loss/Btuh Gain/Btuh WA L L S_____________-_______..__....-__-_..._-_.._-__________.-_-__...__..___M_.____.._-_..______ Wood Stud - Ext . 11 1319 .00 4748 .40 3297 .50 Wood Stud -- Adj. 11 149 .00 S36 .40 2S3 .30 SUBTOTALS : 1468 .00 5284 .80 3550 .80 Da 0 R S--__________-______________._________.,____.__..._-_.H_______-_-___-_...___________.____ Solid Core/Woad - Ext . 0 21 .00 598 .50 266 .70 Solid Core/Wood - Adj . 0 18 .80 417 .36 78 .96 Infiltration : Winter Htm( 28 . 1 ) x 39 .80 1118 .38 Infiltration : Summer Htm( 6 .83 j x 39 .80 271 .83 SUBTOTALS: 39 .80 2134 .24 617 .49 CE I L I N G S---__.___-______-___________-..._-___..._-_-___w_-_-_!-_____.._-_.__..__________- Under Attic 30 779 .00 1012 .70 1246 .40 Under Attic 30 424 .00 SS1 .20 678 .40 SUBTOTALS : 1203 .00 1S63 .90 1924 .80 FL 0 0 R S---______-____._____________-__._._____________-_____-____.......__________-__...__ Slab on Grade 0 117 .00 Lin .Ft . 3790 .80 000 .00 TOTAL STRUCTURE SENSIBLE * --------------------------------------------------------------------------------- 21681 .38 18794 .61 SS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J R 7 ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030490 Date 8/10/05 Property Address . . . . . . 1641 LINKSIDE DR Tenant nbr, name . . . . . . LIVING SPACE ADDITION Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 Owner Contractor ------- ----------------- ------------------------ SLIWINSKI , DAVE & WANDA GENESIS BUILDING CORP 2158 MAYPORT RD. ATLANTIC BEACH FL 32233 (904) 241-0320 ---------- ------------------------------------------------------------------ Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor DOUG' S DRAINS & MORE, INC. Sub Contractor TROPIC HEATING & AIR Permit Fee . . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 2/10/06 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA DUEL G CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: og-/o -,os` Property Address: 16y1 Owner: S/iw. r s k , Telephone#: Contractor: Telephone#: 1v�-��' d Contractor Address: 4L Fax#: 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. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: Electric ❑ Gas: _LP Natural _Central Utility ❑ Oil 4 5�' 000 oy''yD ❑ Other-Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Of Heat _Space _Recessed X Central _Floor g Residential 9 Air Conditioning: _Room pe Central X Duct System: Material A—� hickness ,e'G ❑ Commercial Maximum capacity /��D cfm Ll Refrigeration ❑ New Building ❑ Cooling Tower:Capacity gpm ❑ ' Fire Sprinklers:Number of Heads 11 Existing Building ❑ Elevator: _- Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) R New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel 13 Boilers Extension or Add-on to Existing System day ,, > 13 Gas Piping �d Other-Specify qty , ❑ Other-Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units // Description Model# p Manufacture Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800• Fax: (904)247-5845• httn://www.ci.atiantic-beach.fl.us Revised T/04 ' CITY OF ATLANTIC BEACH s i 800 SENIINOLE ROAD 1� r4 ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030978 Date 8/15/05 Property Address . . . . . . 1641 LINKSIDE DR Tenant nbr, name . . . . . POOL WIRE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ DAVID PRUETTES ELECTRICAL SVC. 331-8 PARKRIDGE AVE ORANGE PARK FL 32065 (904) 272-7225 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee 75 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 .00 {., PE IS APPROVED ONLY AC ORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA Bk CODES. BUILDING OFFICIAL Croz4,i-ytn,� . r CITY OF ATLANTIC BEACH C& r?S a ELECTRICAL PERMIT APPLICATION Do Date: fbs-40,�-- Property Address: 110L l 1-1,n ksi de -br 1010- Owner. UeOwner: (;e,u;n s i o� �- Telephone#: V3-1 740 Contractor: %d k1,& f1eC'tY"-;CeJ SWS Telephone#q�L,aha=7�a Contractor Address: 1-,F Paw-i6ecwAve Fax#:g04 SO'7-g 7 c In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards ofgood ice listed therein. Building: . _ B ' ing Type: ❑ Trailer— Service: If other coustruction_ is ❑ Ww Iff Residence ❑ Temp. ❑ New being done on this building t� Old ❑ Commercial ❑ Signs ❑ Increase Or site,list the building ❑ Re-wire ❑ Addition Sq.Ft it 799 Conductor Size: AMPS: COPPER AL Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS 1 PH W VOLT C;)q b WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 0 V)AMPS 31 IN)AMPIR Switches Incandescent i Fluorescent & M.V. Fixed 0.100 AAM OVER BELL Appliances TRANSFER Air H.P-RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER I H.P. PHS 1 1• 1 UND V vERWV Transformers NO. KVA NO. KVA No.Neon_Transf. Ea.—Sign Miscellaneous 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800• Fax: (904)247-5845• http*//www.ci.atiantic-beach.fLus Citof Atlantic Beach WR RECEIPT Dpery DBMITH Type: OC Drawer: 1 Date: 7/22/85 81 Receipt no: 71668 Description Quantity Amount 38789 BP BUILDING PERMITS1. !138.88 Tender detail CK CHECK 7988 $138.88 Total tendered $138.88 Total payment $138.88 Trans date: 7/22/85 Time: 14:42:24 City of Atlantic Reach CUSTOMER RECEIPT **4 Oc,' -: BORDERS Tvoe: OC Drawer: 1 Dat` ! 8/15/05 00 Receipt no: 76717 Desc Rion Quantity Amount 195 38978 BP VILDING PERMITS 1.08 $75.80 Tender detail CK OECK 9786 $75.88 Total tendered $75.00 Total Payment $75.80 Trans date: 8/15/05 Time: 9:47:55 4T tCU5TOMER RECEIy of Atlantic PT eeach * *** Oper: DSMITH Type: OC Drawer: 1 Date: 8/18/85 81 Receipt no: 75738 Description entity Amount 2W5 BP BUILDING PERMITS 2885 X1.88 171.80 BP BUILDING PERMITS *87.88 Tender detail CK GED( 424 !158.88 Total tendered 3158.88 Total payment =158.88 Trans date: 8/18/05 Time: 18;16:27 I f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030789 Date 7/22/05 Property Address . . . . . . 1641 LINKSIDE DR Tenant nbr, name . . . . . . INSTALL POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 20000 Owner Contractor - - - - - -- - -- --- -- - - - --- - - - -- -- - --- ------ - - --- - ---- SLIWINSKI , WANDA SURFSIDE POOLS 313 BEACH BLVD. ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-2666 - ------ -- ------ - -- - - - - - - -- - - - - - - ---------- - ----- - ---------- ----------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 130 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 20000 Fee summary Charged Paid Credited Due - - ----------- ---- -- - --- ---- -- -- -- - --- - - - -- ---- - --- ------- Permit Fee Total 130 . 00 130 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 130 . 00 130 . 00 . 00 . 00 t PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Q ra- ,- 1A, BUILDING OFFICIAL CITY OF ATLANTIC BEACH Cc: BUILDING / ZONING DEPARTMENT D. Ford J 800 Seminole Road oerr n Atlantic Beach,Florida 32233 " tlsil�'' (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # D5 " 7�- l Property Address: I toy- I Applicant: .c,r �-- Project: This ermit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: a Date: 1401,4'(01 Date Contractor Notified: f V any E F.11 F"'' CITY OF ATLANTIC BEACH 19 2005 POOL PERMIT APPLICATION JUL r J y Date: < Job Address: �[� y� �fh//�S, de /�i►i r✓� _ y��-t.�..-rrc �Y_ 3Z Zy3� Owner: ��,,,�q sG/w i�tr� -� Phone: Contractor;je—Ziv C. �4zY Phone: Address: �� / v,7 •� /fit v� Fax: City : - C/ S%i✓ylrre &ngn�� State. Zip Code: Valuation of Proposed Construction 044, a p Gallons: goo �p *Impervious Surface Calculation: ra/ /,ne C4- o7 • Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. 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. 1. Recent Survey 2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WII..L BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800• Fax: (904)247-5845• http://www.ci.atlantic-beach.fl.us Revised 3/04 NOTICE OF CO MEN ZMENT, (PREPARE IN DUPLICAM Permit No. Tax Folio No. State of County of To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following Information Is stated In this NOTICE OF COMMENCEMENT. Legal description of property being Improved:1 r,� � r 01Y/T,2 Address of property being improved: General description of improvements: .SCu/ilG,�f/�c.4 cam. Owner !IA-el / Address-&yj Z/A/Ar r�.3� v�v� 4: Tl Owner's interest in site of the Improvement e s'��`r �L e-- Fee Simple Titleholder(if other than owner) Name Address Contractor t Address V Q Phone No. — Fax No.470 L/ 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 No. Fax No. In addition to himself,owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.06 (2)(b), Florida Statutes. (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): Lt)inS j, THIS SPACE FOR RECORDER'S USE ONLY �wl Signed . �Y�NLC._[.�- �l BUY I Date: Doc#2005263091,OR BK 12622 Page 2151, Number Pages:1 Before me this day of Zd d in the Filed&Recorded 07/19/2005 at 01:21 PM, COU f Duval,State of Florida, has personally appeared JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 \\\\\\11?t1Sur,NIKO Notary Public at Large, State of Florida, C°eA�if;� �t°�': ms's My commission expires: Personally Known 's #5 �36C9 Q Produced Identification !Ft L i 9p , .a00 ////,/'PH ST i' s >' MAP SHOWING BOUNDARY $URVEY OB LOT BLOCK _ ""_ AS SHOWN ON MAF OF jr 1/.9 Z/,�[<tg1j,0 All r 2 AS RECORDED IN PLAT BOOK . 41 - PAGES .OF'THE CURRENT PUBLIC RECORDS OF DUVAL.GO•, FLA. FOR: l'+�Nl� rl�dM��' �"4QJPi4'a7'gN NOTE: BEARINGS SHOWN HEREON ARE Bio 0 ON THE ABOVE MENTIONCHDPLAT:. cE�Ar/ .s s,4,0w,� T u�.• ���g y} R,EF�,e m N47'/onaA4 ae46e 771 c c 1 ' PaQr dF r sEcA1 d r4*VWWoVee' t .Soars✓, ,e:4ays�' t9 E.gsr e�z • 4B�v n. J 34"A'e CAP 4 I %471 41 ra4-f rll% 1 - (ir J AIFA �•- . ed CAIIeAF �� © W \ �h r o.•;. 1 /0/Ng, 41 ip (7� ty k I iIS ( /•8 war i�' EAws � � �. Q V ��ir,�r.s' cam✓ I ve • ��. Orcn's '�vo Qr FlY.FL.ELLSKI x.97) h LLTiiv/ C loi.I,y I Q is7+ •4,�/•� 2�• . As, Ilk 7m 0 •�' ?i i��.l a�JrwrT,t►.o vtAre.e c/�,e zo.a r ,i5..o'. ^A'�Il,• bio. ISO.O' _ '�„• f �; ioswMaw r tb I 4 p toad Q, t ec- e9ymewi rl-OA7 era vE -2 - or •eo[IA4�1 .446 40441ee I HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION,"MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21HH-6,FLA.ADMINISTRATIVE CODE ■ (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH CONCRETE MONUMENTrrA MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. 1is"FouNOIRON°sill- 0 1/2••SET IRON•L.B.1701 FLOOD CERTIFICATE: THE LOT SHOWN HEREON IS IN FLOOD B.R.L. BUILDING RESTRICTION UNE ZONE Ifx 0 1 _ AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC. CENTRAL ANGLE OQD/O R RADIUS MAP. COMMUNITY PANEL N� 120075 , DATED 4-/7-BS 1649 NALDO AVE. JACKSONVILLE, FLA 32207 A ARC DISTANCE ci ry of AfeANTK 6c`,9ceq, FLael P4 CH. CHORD DISTANCE q . - / • �QPAe/L 2G P.C. POINT Of CURVATURE SURVEYED 19 P.T. ►DINT OF TANO[NCY - ZO, RE RED SURVEYOR NO. Zj6/ FlA P.R.C. POINT Of REVERSE CURVE O SCALE: - -14.4 4. l'11L4 P.C.C. POINT Of COMPOUND CURVE M FIELD BOOK S'?¢ PG. r PaoL DecK U) z n cn n #3 Bars @ 12" o.c. Each Way • • PooL Data Hydro-Static 6" Concrete Floor) vutume p 1 Release Valve Tum Over a b U.1 Longitudinal Section um s Pum N.�.S. p All D � -_ � W Pool- DecK N 3.5" Cone. Deck (2500 psi pea rock)_ 0- with Kooldeck Finish N J #3 Bars @ 12" o.c. Each Wayj a M. N 6 X 6 Ceramic Tile--� Hydro-Static #3 Steel bars Release Valve 12"o.c. each way Earth Cross Tamped E Cross SectionZ Pool Finished with V ,V N.T.S. exposed aggregate. U- 61 Wall Section N.r S- o Q r MAP SHOWING BOUNDARY $URVEy OB LOT BLOCK AS SHOVI{ f. ,ON MAF' OF L YA / AS RECORDED IN PLAT BOOK _ PA13ES.� .OF'THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: 4�O�il�ld+S NOTE: BEARINGS SHOWN HEREON ARE Bio ED ON THE ABOVE MENTIONED PLAT.. ��✓Ar/ .s S O'gw r cis: ����y) RRA6e 7Z) A1A771.0HA4 ae4o9r1c c i ye4ri0,v r" d / Tow,�/fv�i t .s-oarv, tAN`� t9 or Dv� 0d?4 ,o�..E. - 7.S o' 3/4".Vo CAP h ( % 7 d I s,-oar► ��c� T /A/� MAS eA ,moi Z/ 32 , V c'c/I�Sr(Ili�Tic.v �N Q v ; cc 9 1\ /� .. If VI � � X I NAy io 114 eqo 14) V Z j '� N1 v /�t�� s cam✓ ' M FII✓Fc.EcEV,(i2.97) Lrar/Yi 6a /a71 ti 0 I I /a7' ' ,�� { M©' `� { .;; • , 7.56 �• X3..8 T to I ' • ^���`~J•� I�G. /So.o' a s.9 � "� I ! o•Asr•Maw r � N : c of MOW em" OW sad ZM*V Element o .� I � 1• ZI ,erL. subdIV41 n terww )"*I lotw 1 (,� ,�/ i I''' �•, 14L/ for 1hs t t�q► e ! k y >�,aF FWW4 COW OW ISI cow � f- . t;� mW Federal Poo t be ve7iAed by of so Ow/eft as �,idhv p.` rr a. b Wriwm of. APPM"d Or. .f/ � h 4:IM44 4 .VD TE: ✓�Ei / /,�ZoN TE. -cru v0 L OT d CdeN Oe%t/oAT/D.V I HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION,-MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21HH-6,FLA.ADMINISTRATIVE CODE ■ (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH CONCNSTE MONUMENTar,A MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. 1/2 FOUND IRON O 112"SET IRON•L.B.1704 FLOOD CERTIFICATE: THE LOT SHOWN HEREON IS IN FLOOD B.R.L. BUILD INO RESTRICTION UNE ZONE If< .0 AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC. `., CENTRAL ANGLE MAP, COMMUNITY PANEL N° 12007y OQ�/� DATED 4-/7•BS 1643 NALDO AVE. JACKSONVILLE, FLA 32207 R RADIUS c/rr OF AT[,gn/TK' BE9cN,FLd,Q/Gq A ARC DISTANCE CN. CHORD DISTANCE / q • P.C. POINT OF CURVATURE SURVEYED /��L ZG 1 99� P,T. POINT OF TANGENCY „_ ZD, RE RED SU�R+VEYOR NO. 1-46/ FLA P.R.C. POINT OF REVERSE CURVE SCALE: P.C.C. POINT OF COMPOUND CURVE MIL M FIELD BOOK 5Z¢ Pa. ge, 5,0 i CITY OF ATLANTIC BEACH Cc: BUILDING / ZONING DEPARTMENT D. F QW r� 800 Seminole Road S. Doerr J Atlantic Beach,Florida 32233 M i (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: l ( I Li --Pir iy6 Applicant: f�a b d L Project: flo � This permit application has been: Approved Cl Reviewed and the following items need attention: Please re-submit 7;7 lication when these items have been completed. Reviewed BY: Date: D-7- Z V- a S Date Contractor Notified: RECEIVED CITY OF ATLANTIC BEACH 130ILDING & ZONAC: .' � CITY OF ATLANTIC BEACH JUL 1 d 2005 POOL PERMIT APPLICATION Vr 'i Date: .� m... ....-. _ Job Address: �6`/�� G- /Nde eZZ1.4 7-,.c,l��F� Owner: //� sL/wr�v�} Phone: Contractor-,3;4 C. J-eorr-72Z Phone: / Address: �/, �P-ter /�C &et Fax: ��(!.� �/p City : State, Zip Code: Z2U-r_) Valuation of Proposed Construction 2 00, . a Gallons: c92.5r0, "o *Impervious Surface Calculation: _11/VW 1,;420'r4- 1-7,Y,07 � • Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. 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. 1. Recent Survey 2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:.00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800- Fax: (904)247-5845- bttp://www.ci.atiantic-beach.fl.us Revised 3/04 NOTICE OF COMMENCEMENT, (PREPARE IN DUPLICATE) Permit No. Tax Folio No. State of County of To whom it may concern: The undersigned hereby Informs you that Improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated In this NOTICE OF COMMENCEMENT. Legal description of property being improved: D 0141177 .2 Address of property being improved: y/ General description of improvements: �yiiu�f�.c.c cam. el' Owner ��v /�!/✓ LL//, ,�/ .� ,S /�i.tl t�r'i Address Owner's interest in site of the Improvement .��E'- S'/�•Fee Simple Simple Titleholder(if other than owner) Name Address Contractor z k Address v� . / LX �C.. 3a 2_S0 Phone No. Fax No.gd Lf — --3? 0 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 No. Fax No. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 (2) (b), Florida Statutes. (Fill in at Owner's option). Name Address Phone No. Fax No. Expiration 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 OWNERS Signed' k41C(C*.)-: Q ru�UY�I(L�Date: Doc#2005263091,OR BK 12622 Pa 2151, Number Pages:1 Before me this day of'-,.&,k in the Filed&Recorded 07/19/2005 at 01:21 PM, Cou f Duval,State of Florida, has personally appeared JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 � �•S \\\��q�tT�ISUTrrf���r . Notary Public at Large, State of Florida, Cc#--tc c� ��PHF •. � My commission expires: y Personally Known s � of Q Produced Identifications CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD x ;_. r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030613 Date 6/21/05 Property Address . . . . . . 1641 LINKSIDE DR Tenant nbr, name . . . . . . MISC ELECTRICAL Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ SLIWINSKI LORE ELECTRICAL CONTRACTORS Lf 210 N. ROSCOE BLVD ATLANTIC BEACH FL 32233 PONTE VEDRA BCH FL 32082 (904) 273-1143 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. -1 6c- u BUILDING OFFICIAL d ' N' CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: U ' o� ► -0S Property Address: 1 (p q l U A Ks;d e Or Owner: S k;u1 r%.bx•% Telephone#• Contractor: lsat e- F_�te.�_r I CsAJQ cora. -".r,-(\C- Telephone y 3 Contractor Address: ai1 d tJ i2 o S t 81 xJ Q 6 Fax#: Contractor Signature: ✓---'"- In consideration of permit given for Ming thork as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New }p4-. Residence ❑ Temp. ❑ New being done on this building 4k Old C3 Commercial E3Si s ❑ Increase Pe site,list the building $� Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER F1 ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets IS CONCEALED OPEN Rece tacles ► CONCEALED OPEN Switches 13 in Ampq r____3l IN)AWS t Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances, TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. IVOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO.'*' KVA NO. KVA NoNeon_Transf Ea. Sign Miscellaneous ekA bptKe de�'ec-Fiye 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• httn://www.ei.atlantic-beach.fl.us Revised 1/04 City of Atlantic Beach *** CUSTOMER RECEIPT *** Oper: DSMIITH Type: OC Drawer: i Date: 5/21/05 01 Receipt no: 64223 Description Quantity Aeount 5 30613 BG ILDING PERMITS 1.00 $70.00 Tender detail CC CREDIT CARD $70.N Total tendered $70.00 Total payoent $70.00 Trans date: 6/21/05 Tine: 11:28:19 I hereby certify that all,iin/fo tion provided with this application is cocxect(.' Signature of Owner: I!l l�(r l t/1't�t1 Y�SL� Date: — d T 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: Z) 0 � AS TO OWNER: Sworn to and subscribed before me this �4� day of .20 0 State of Florida,County of Duval Notary's Signature: /,0, 1j'A X__� Personally known Q" ••••1SS10••"9 v, ER'-P-roduced Identification v �.•�cS��e 19, HFfo•�'L a Type of Identification Produced —�,t�#DD 223669 :Q �9 '•:y dW AS TO CONTRACTOR: Sworn to and subscribed before me this day of �-- 20 State of Florida,County of Duval Notary's-Signature: Personally known �\1``U4414146€iliy�Jtr� E] Produced Identification `,,�ti��\ET.S(lj��fisy �`Q�• N,��ISSIDN�•�� Type of Identification Produced * fit ` s a;:A #DD 223669 :Qw %i9y ;yp�ndedm ��e� Q i�jz 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ei.atiantic-beach.fl.us Revised 3/04