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Permit 1586 Linkside Dr (vault) ' / &DDRGSS__�_�_c/�� BUILDING PERMIT NUMBER_��_��_______________________-__________ r INSPECTIONS: UNDER !-jl.A8 c+ —/ }r �l . ��G �� _/} �� ___________-__-_____________ �~ �� J- �7 CO��B-U�� uv ' ^� ~�� INSULATION- -__u,__-___,_`9 '3 FINAl. 8UILDI@G___�. -� CERTIFICATE OF OCCUPANCY__ El.2CTBICAl. P£BM37 #________1y1/��___________------------------- INSP2CTIONS FINAL_____ MECHANICAL PERMIT #__��_'� ~ PLUMBING PERMIT �OT ANTIC BEACH tITIES DEPARTMENT Ada 32233 (904)- Fax www.coat).1 AN PLAN REVIEW COMMENTS Permit Application # 05-- 3cAESE Property Address: Applicant: 0 L)—' _(2-,)A Cie— CC -4- DE-cl Project: 1:Z':It--p(-- ('( P7-E7�c-�-� XYour application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. u Your permit application has been reviewed by the Public Utilities Department and the following items need attention: 7-K I - - Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904)247-5834. Reviewed by onna Kaluzaiak, Public Utilities Director Date Signature Contractor Notified Date RE CE I VE 1) CITY OF ATLANTIC 9EACH CITY OF ATLANTIC BEA H B�J I L D,i 1'�G Z-'k!"' FENCE PERMIT APPLICA7 ION MAY 2 7 2 005 Date: 5 rg BY: Job Address: 46 Owner's Name: IeF -U#q 13 A J-2 K Address: 1.-5,506 )- 0 g- a g Phone: Legal Description: Block Number: Lot Number: Zoning District: Fence Contractor: (4711A c kr ;�76:z w---�erz JL 0)5 C k� Address: Owes &�ULza Phone: 22�2—0e)A1-7 City:IjIg g,=A,,)U/L,1,ic I r-A -3a 3-3 State: r-4A zip: 3 X3*3 I Fax: 9-1-6� --2, I Sjq Type of fence and materials to be used: A Oo 13 0 N Valuation Of Fence: Interior Lot EN/Corner Lot 0 Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Tree Protection: E�< Applicant certifies that no trees will be removed for the installation of this fence. F� YES. Removal of Protected Trees will be required for this fence. 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. 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information of person to receive all correspondence regarding this application(please print). Name: /oz-0 /--It,7 r,I(L Sal Mailing Address: L- 15A. 3 Phone: Fax: E-Mail: 800 Seminole Road *Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us Page 1 Revised 3/04/04 I hereby certify that all information provided with this application is correct. Signature of Owner: —Y,—,,,, 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 bei g true andcont and that laris and orting data have been or shall be provided as required. Signature of Contra 0 ;�-z 7-4 Date: AS TO OWNER: Sworn to and subscribed before me this day of -7!1!!�� 20-V—_j . U State of Florida,County of Duval Notary's Signature: YVONNE M.CALVE ersonally known/ P, P., My COMMISSION#DE 342192 EXPIRES:July 29,2008 Produced Ident i ca V*on 8"166d Thru 4,*ry PuW UAdMwhers 5-- 7 Type of Identification Produced -1--i Atal,/5-- 7 AS TO CONTRACTOR: Sworn to and subscribed before me this day of 12065 . U State of Florida,County of Duval Notary's Signature: C] P sonallyknown DO"L SMEY �7 pro MY COMMISSION#DD 412624 duced Identification EXPIRES:March 30,= — )� D r/Ve r ftX'ed Tlyu Ndwy PWk Un&mtm Type of Identification Produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 ,Page 2 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us Revised 3/04/04 MAP SHOWING BOUNDARY SURVEY OF LOT 144 �LOCK AS SHOWN; ON MAP OF seL v-4 L wg. sl.o,e uAtIr CORDED IN PLAT BOOK 4 7 PAGES d545B OF THE CURRENT PUBLIC RECORDS OF DUVAL CO, FLA. FOR: CfAIrEx NO&I&E 5 CORPORArIOAl EARINGS SHOWN HEREON ARE BASED ON THE ABOVE MeiTIO�f Ste. 4 0 r 137 S 4C 45 -0 0 Al 0! 44- 47 370 A"CO COAIC. ' loArlo d?d-0' 7' 4 51foRy Xr�eco 41 j0WElItA4 go/Saco 0, Ke Al S -ff-ff e4AIC . A r $I.IfIr I r 0 04 40 P c CAI',56. 99, c. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 40 ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030458 Date 6/03/05 Property Address . . . . . . 1586 LINKSIDE DR Tenant nbr, name . . . . . . REPL 61 FENCE Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2000 Owner Contractor ------------------------ ------------------------ URBANSKI, VERNA OUTBACK FENCE CO. RT 3 BOX 209A ATLANTIC BEACH FL 32233 GREENVILLE FL 32331 (904) 270-0067 ---------------------------------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERWT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. "N' r - #-z'k BUILDING OFFICIAL CITY OF ATLANTIC BEACH Cc: D. Ford BUILDING /ZONING DEPARTMENT 800 Seminole Road /T Doerr TPW Atlantic Beach,Florida 32233 Al, (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS JUN )f, Permit Application # CDs - ��LJ Property Address: C� L Applicant: T)CO Project: FE-K--)C-jE This it application has been: Approved Reviewed and the following items need attention: Please re-submit yourlplication.when these items have been completed. Reviewed B : Date: /),9 a5' Date Contractor Notified: CITY OF ATLANTIC BEACH" FENCE PERMIT APPLICATION �AY Date: 5-2.-7- 0-!5� Job Address: k- or.2 Owner's Name: U 9 A Address: / < 1-,e 10,15 a g- Phone: -3C4 3 Legal Description: Block Number: Lot Number: V- Zoning District: Fence Contractor: (470,&c if Z:6=4-� iF C (11" Address: '�:7/1 j39 o Phone: 22�— /b —QPi�-7 C ity: 4 A 9 A2 U't t-C t--t 3233/ state:-r--4A zip: 3,23-� Fax: ';k 9-9 Type of fence and materials to be used: > jq.A 0 o t, A VOL,' A-'Q Rr'6��19 CrZ 15/L S 1 5-rl C,rs V Valuation Of Fence: El Interior Lot 340mer Lot F�Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required?_ If yes,please submit with this application. Tree Protection: [a<. Applicant certifies that no trees will be removed for the installation of this fence. YES. Removal of Protected Trees will be required for this fence. 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 vrovide all information as appropriate Incomplete applications may result in delay in issuance of permit. 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information of person to receive all correspondence regarding this application(please print). Name: 0 U I to Mailing Address: ,u( g&e iq 1:5,4. 3 �2 - e-0 ! I - -Mail: Phone: �2 crn=4tr�� Fax: 2ci E 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Page 1 Revised 3/04/04 I hereby certify that all information provided with this application is correct. Date: Signature of Owner: 3100 15 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 anrdrrelt and that the-vlans and sjqpporting data have been or shall be provided as required. Signature of Contra Date: AS TO OWNER: Sworn to and subscribed before me this day of 744*17�- 20 State of Florida,County of Duval Notary's Signature: .......... YVONNIi M.7CALVERLEy Personally known,/ Slot 4# MY COMMISSION# OD 342192 j 1 M192 EXPIRES:juiy2q,2� Produced Identi0ca/*on 801'�Tku Not"Pu*Un*wmer, Type of Identification Produced -L-i #a/,/5-- .7 S-- 7 AS TO CONTRACTOR: Sworn to and subscribed before me this day of 20 U State of Florida,County of Duval Notary's Signature: I - - -- ! - - F� Personally known DON Mi L MISSEY My COMMISSION#DD 412624J EXPIRELS7:March 30,2009 ;/Produced Identification Pda W. BMW Tft Nmq W*Undw~ 1-1 Ve r- Type of Identification Produced Ll 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Page 2 Revised 3/04/04 .......... MAP SHOWING BOUNDARY SURVEY OF LOT 144 — BLOCK oft AS SHOWN ON MAP OF 5.oj. v.4 Llmg5lipw &.v/ r Er CORDED IN PLAT BOOK 47 - PAGES 0545B OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. CENTEX 1q01wE5 coRpoRArICAl FOR: LN EARtNGS SHOWN HEREON ARE BASED ON THE ABOVE meNn&U 0 T. .I j/#,r/,0A/f 4" SAIOAVAI rlvtlS 03-80) 4A10 ",OeR rOA0WA444 dAWF/c YAVAeAc ow-aw *,w1jZf See 04 SOL L 0 r 137 S4 't 45 '-00'*jE i-vo4 . A10! to j 44. 47 COAtC. 9 J4.0 7' Q, 4 j0Wjrjl1At6 10 C 4 ep *AtC*. r %r44 Wr ';"0 le" . 0% all s I CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 r (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # c�!S� - 2SL-�4 Property Address: . 15�B('-- L 0—I<--s I C:)L�)—r-r2 KpC Applicant: 4c)C'f< Project: L- (,� Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. u Your permit application has been reviewed by the Public Works Department and the following items need attention: Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904)247-5834. Reviewe by ic Carper,P.E.,Public Works Director 2z9v-�� Date Signatu�e —/' Contractor Notified Date R E C E I V E D 01TY OF ATLANTIC BEACH L CITY OF ATLANTIC BEALJH BiJiLDNG 7(. On 10� FENCE PERMIT APPLICA , ION MAY 2 7 2005 V Date: BY: Job Address: pd(- ir Owner's Name: V#q 8 A 4.-, s w; Address: /.< 10 r 42 Phone: -2 14 1 Legal Description: Block Number: Lot Number: Zoning District: Fence Contractor: C9 C,71-3 Ae kr 4,�e rZ OL a�5 C tr- Address: '::l* 10, 134Z o —12P ID- Phone: 2�Z�— -7 City: A� 32 3-3 State: zip: 3 23-3 Jax: 9-9- L,5.2, Type of fence and materials to be used: T, 14.A 0 0 N Valuation Of Fence: El Interior Lot 3rKo'rner Lot Ej Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Tree Protection: EKO. Applicant certifies that no trees will be removed for the installation of this fence. D YES. Removal of Protected Trees will be required for this fence. 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. 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information of person to receive all correspondence regarding this application(please print). Name: OA U I r3 r, 10/,a /-IJ-7 gv& sa, MailingAddress: Igo ,uf sap -51' :2,e t5ek Ek 3 �29.<o e 9 Phone: Fax: E-Mail: 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ei.atlantic-beach.fl.us Page 1 Revised 3/04/04 I hereby certify that all information provided with this application is correct. Signature of Owner: Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correy and that�P�ylans and ' data have been or shall be provided as required. .�qjortmg Signature of Contrad Date: AS TO OWNER: All Sworn to and subscribed before me this day of 7-r I Wvj�` 20-C7--7-. State of Florida,County of Duval Notary's Signature: V YVONNE M.CALVE Personally known .t My COMMISSION#ODU42 2 EXPIRES:Ju�29,2008 Produced Identi Vc.�'bn W*d Tft N*ry pU* ra Type of Identification Produced _1Q A`�al,/6--F?5-- 96 7 AS TO CONTRACTOR: Sworn to and subscribed before me this �J, 7 -day of 20 U State of Florida,County of Duval Notary's Signature: Personally known DONNA L BUSSEY My COMMISSION#DD 412624 Produced Identification EXPIRES:March 3o,2009 BW&d 11VU Way N*UndmW" Type of Identification Produced F r/VC r L151e 79 W-360-0 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us Page 2 Revised 3/04/04 MAP SHOWING BOUNDARY SURVEY OF LOT 144 BLOCK AS SHOWN ON MAP OF set v.4 L-1mg5lpw 41AII r a -1 . :CORDED IN PLAT BOOK 4 7 PAGES 9545,5 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: CEA17,Ex NOIWE5 coR.PoR,4r1oAl EARINGS SHOWN HEREON ARE BAS ED ON THE ABOVE M.Et!f1"oke-0 91 See. ' a Gfm OIL 4 0 r /37 4 45 -0 0 j va4 A10! 34 44- 47 37 C&AIC. co $Av .lcj� 414 & 4 57olvy xr�eea 10 W, K % 4 Ali. fs.00 %4 eJAlc* it%Wf tv 3.9p. dk ji:w f fZllf A c CAI's 56. C9' 1 44-PANJ #pp a City of Atlantic Beach *" DJSTONER RECEIPT *" Over: BOOM Type: CC Drawer: I Date: 6/63/05 0 Receipt noi 5%41 Description Quantity Amount M 3M BP BUILDING PERMITS 1.80 $35.00 Tender detail CK DIECK Im $35.09 Total tendered 135.09 Total payment 135.09 Trans date: 6/93/05 Tint: 11:42:16 1p Col VA 0, o OD -A 7T� CITY OF ATLANTIC BzAcH RECEIVED 7E PEM:ffT APPLICATION REMODEL, ADDITIONS, OR AL Mlyffif MOVINGf DEMOLITIONS City of Atlantic Seach Zon1119 Owner(s) :- Vaw- Buildlng "d – Address: Li n Ksi brt ve, Phone: aqtp- 30) Lot # Block or nit Subdivision: Scly-'t Contractor: w PTVf8)t7w State License # K co s Phone No: "P Z62-60 Addres 3s 1i r vcm i Zip Code__ City 1At-11QU1JVLArL State OW& Describe work to be done: a(VM1(NyTf\ Present us-e of building: Valuation of Proposed Construction: Proposed use: 'S CA-2A4\ e-<\ Is this an addition?- �cj-- If yes, what are the dimensions of the added space: �k ft. X c�Q ft. Will the added area be heated and cooled? Ajo New electrical (or increase) ? A)0 New plumbing fixtures? �Jo New fireplace? ANew Heat/AC?—A)O SUBMIT T11REE ( *L==) TWO ) CM&PLETE SETS OF PLANS, INCLUDING S17TE PLAN, SURVEY, ENERGY CODE F01adS, NOTICE OF COMkENCEMENT, AND OWNERICONTRACTOR,_LTDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: Signature CONTRACTOR: Date: Sworn to and subscribed before me this y' day of Mal 19 V. NOTARY PUBLIC STATE OF FLORIDA AT LARGE X 01 14 20C:i ? CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX (904) 247-5805 SUNCOM 852-5800 August 4, 1998 Schnorr Home Improvements 6928 Phillips Parkway Drive North Jacksonville, FL 32256 Re: Required Inspections for Constniction In the City of Atlantic Beach Dear Sir: Please be notified that a review of our records reveals that no inspections have been performed at the folloyAng addresses: #16621 1562 Linkside Drive Roy Taylor #16485 1586 Linkside Drive Verne Ubanski #14122 405 Snapping Turtle Court East Williams #13400 1563 Linkside Drive Douglas Hatch #13399 1830 Sevilla Boulevard#101 Tom Vogel #12942 1435 Linkside Drive Jack Robbins #12032 91 Ocean Breeze Drive Tom Theofan #12717 1601 Linkside Drive Roger Austin,Jr, Please review your records and advise whether the work was performed by your company and schedule the appropriate inspection to close out the file$, matter.Please call me at (904) 247-5826 if you have any questions regarding this Sincerely, e 'k, C - e�jl--� Don C. Ford Building Official DCF/pah cc: Homeowner CITY OF 4&4^& BwcA-IM Office of Building Official REQUEST FOR INSPECTION Date— Permit No. Time AM, Received P.M. Job Address Locality Owner's Name BUILDING CONCRETE ELE PLUMBING MECHANICAL Framing Footing h Wiring ough Air Cond,& Re Roofing Stab Temp e Top Out Heating Insulation Lintel Final Sewer Fire Place P Tern P.e �-- T, Pre Fab READY FOR INSPECTION Mon. Tues, Wed. Thurs, Friday A,M. Inspection Made ---------PM, lnspector77� Final Inspection E, Certificate of Occupancy E, Date F-�R-3844 DEPARTMENT OF WILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION .,------ -LOCATION I NFORMATI' 09 T,ermit' Number: 16765 Address: 1�86. LINKSIDE DRIVE Permit Type:ELECTRICAL , ATLANTIC BEACH, FLORIDA 12233 , Mass of Work:ALTERATION . ........ LEGAL DESCRIPTION, ---------- constr Tge�.WOOD FRAME Ilock*. Lot', wg, Propo e ection., n s 'd se: 0 §ubd-.01 qwStLVA LINKSIDE : ,, subdiviti Est . Val ue: 0 .0-0 :11 0, Ic St ., 0000 1K I Fees,. 25.00 ot a� :Amount Paid',,�, 25.00' 998 wr -Date -Pat4i, 44 N11M 11 M "T ATS, AN,D RECEPTACLES 777 __T1ON PPLIC4TION PRES k X.Ame: ....... Efft "D IV 25.00 r 01 P DA, 32211,� AT]. ,VLOR wA, r4e vi T 54, 4, ------ A;U, ON ATION AL, CON!��CTOR irD Z1gCT* C Nb 4d �2!,O It— I JACa' FL., 32207 Li c.-' ER0006147 Zxp* '�&ir p L NOTES: NOTICE-INSPECTIONS MUST BE REQUESTED AT L9AST;24 HOURS PRI R TO INSPECTION BUILDING MATERIAL,RUBBISH ANDDEBRIS FROM THIS WORK MUST NOT BEPLACED IN PUBLIC SOACE,AND MUST BE CLEARED UP AND HAULED AWAY BY IEITHERCONTRACTCR OR OWNER FAILURE -TO COMPLY WITH THE MECHANICS' LI W CAN RESULT IN ENLA 0 0 PERTY ,WNE'R PAYING TWICE FOR BUILDIN-GIMPROVEMENTS.": G To App E PART OF THIS PERMIT AND SUBJECT TO RiVOCATION FOR' ISSUED ACCOADIN ROVED',PLANS WHICH AR WOLATION.Of,APPLICASLE PROVISIONS OF"LAW. #114 ww% 6i "4f C.BEA1Qf-!,,BU,ILDINGj_DE RTMENT LANTIL . ... .......... CITY OF ATLANTIC BEACH, FLORIDA Appfo.vdtry APPLICATION FOR ELECTRICAL PERMIT TOT If F CI I IF F Ft F(_III I UA L I NSPECIOTI: DAIE:__ 7_11--_ IM11013 I AN 1 NOT IGF: 114 CONSIDERAIION OF PERMIT GIVEN 1-011 DOING IIIE WORK AS DESCIIIIIED IN "IF WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCEWITH '1111 AITACIIED FlLANSAND SlIECIFICA11ONS, WHICH ARE A PART HEREOF, AND IN ACUORDANCE WITH IIIE LLECIRICAL REGULAHONS, UODES AND CITY OF ATLAN I IC BEACH OHNNANCES. �d,11�4e,eJ ELECTRICAL FIRM: MASTER ELECTRIC �NSIGNAJIJHE 14 iro Am- Rro--Box NAME A D D R E SS: BLDG.SIZE_______________I3ETWEEN: RES. (VK APT. comm. PUBLIC INDUS. NEW OLD I q- HEW. AUDITION (44 TRAILER I TEMP. SIONS I FT. FEE SERVICE: NEW INCREASE REPAIR CONDUCTOR SIZE AMPS SYVIICII Oil BREAKER AMPS_ _____ I'll _____W EXIST.SERV. SIZE AMPS_ W -VOLT- RACEWAY FEEDERS No. SIZE NO. SIZE NO. SIZE LIG14TING OUTLETS CONCEALED _OPEN__ --TOTAL- RECEPTACLES -CONCEALED OPEN -TOTAL 3 1-10-01-A-M-M SWITCHES 0-30 ANIPS. INCANDESCENT FLUORESCENT M.V, rIXED n--E-LL TRANSF. ArPLIAVICES AIR II.P, HAIING I I.P. RAI ING CONDITIONING mul oil OTIIER MOIOHS AMPS CEILIIE-AT: KW-IIEAT 0_1 OVER MOTORS 11'p. VOLTAGE Plis No. VOLTAGE . [Ills MISCELLANE-OUS ' 'A ' 6485 DEPARTMENT OF 6UILDING CITY OF ATLANTIC BEACH ------- - ------ LOcAT I On 1 NFORMAT I PEWT�jNrORMATION , Address* . 15916 LINKSIDE DRIVE Permit N#be 16485 '.P�-.rmit Type:SCREEN ENCLOSURE ATLANTIC BEACH� FLORIDA, 32233 - --------- �IPTION ------ LEdAL DESCI z of, Work*.ADDITI'ON k, Lot,* T,4p ions t-r . Tvp*:,WO.OD, FRAME Bloc hd 0 raDosed Ose , secti;n. .�Su Rnq: 0 -I I ings subdivisiow,SELVA LINKS,IDE F'Ist":� Va I tie. Imr,rov, Cost : 5 , 667i0l) To t ja'l Fees :60 .00 pate a 19,9,8 SCRZEN C -OSURE I 'ICATION FEES ---------- APPL OW1 *#';"�"4' ERA RIVE 4d'r ��Owl* "R 0 IDA 3 a 'i'! 223, R AT 501 j,' I hotle': 4 -ON'tW�' T6*,,,-TN ORMATION SCHNO H64E.�'IMPROVEMENTS, PARKWAY� DRIVE N. JACKSONVILL'it""�,FL 32256-1576 Exp. : Lic- -A t V� NOTES: NOTICE ' INSPECTIONS MUST BE�REOUESTtD AT LEAST 24 HOURS PRIORTOJNSPECTION BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT St PLAQeq IN PumLic SPACI��AND MUST BE CLEARED up AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER 'RESULT IN, LIEN LAW CAN, THEMECHANICS �FAILURE TOCOMPLY WITH OWNERPAYING TWICE FOR�SUIL,01:NG,IMIPROVtM�,ENTS'lo"';� '. PLANS WHICH ARE PART OF THIS PERMIT'AND'SUBJECT TOY", ISSUED ACCORDING TO APPROVE OCAT1%FOR W, w A Bat I CKCKS ATLAN BEACH BUILDING DEPARTMENT By, tr" CITY. OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address—ZLF� Date Heated Sauare Footage ner sa t = Garage/She6 �0 (I- = S 'Per SCI, C a rp o r t" /P o r c per SCT z 7 Patlo S:7 per �-a 41 TOTAL V2�LFJATI N S(c, 7 457 Tr-,tal Valuatlon 1 s-1-1 $ 1,00 0 �7 Remaining Value $6- per thousand or portion thereot TOTAL BUILDING FEE 8 0 + 1 2--1) Filina Fee 15 Fireplaces @ $15 , 00 3 0 BUILDING PERMIT FEE S WATER IMPACT FEE SEWER IMPACT FEE WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP RADON (HRS ) GO50 SECTION H PAVING $ HYDRAULIC SHARES CROSS CONNECTION $ ) SURCHARGE . 00c�O OTHER GRAND TOTAL DUE Q) ADDITIONAL PERMITS OR FEES : Mechanical Plumbinq Electric/New Electr-lc/Temp : SwimminqPool Septic Tank T4ell__; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : -- MAP SHOWING BOUNDARY SURVEY OF LOT 144 BLOCK AS SHOWN ON MAP OF 54EI. V-4 1. 1AIK.SAPE 41A11'r R AS RECORDED IN PLAT BOOK 47 PAGES OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: CElvr-=x cal?PORA7'101�1 NOTE: BEARINGS SHOWN -HEREON ARE BASED ON THE ABOVE MENTIONED PLAT, 60) ro V4,r1e.1V4Z 6e00,rr1C 41"PC4Z -Co4or&fr Of"IfZ9 -FA'0WA" RECEIVED MAY 12 '1998 City of Atlantic Beach L 0 T 137 Building and Zoning 5,C 43 *-00**,E �'v 0 0 scr'e's.j 7a jl� 44- 47 .3 7. �70AtC. A.41 ';rea L 7 /J.7' 'In /..570.qy sTa'ee-0 V; D MCEZZ Mt& < IM0, 4,9' N T, 7-5,* A1,6!45-00 23.4- tvj 77 -j ~px Nr Q) 22.S' N �� tl 0 d6je Cq.3,6.g 9, C. tv /V 5'�-5.9*-34 w wt- L.//VA'S 10,E DRIVE (go R r,.q r-0,"'-X4 Y) NOD r30" m -Dal -PP730I.- ;o-uoj:jrT:�o"-Y.%mvTMTY ;r0:3dv%D eppols avr4tp:toX.-- I:rc7T :�tjbTjAdoa ID -0 Z;Dxlor IMIIU= 03- f-i 0 1 n �:n 5-A I-V—, a 0 NOI-L�5:3NNCX? (31 0 5 c I—T4 —jil C, --------------- 0 1-Lyct— F. Oaq 17 r r-I\"J, A�,�I U 9.&Z r P, L,�,L E C-7F i PnicaT:Iarics pyrlqbt 13�3 — ?Iori(SA capter u.in.>ffjocLaclock of ?lot-ldj:, lac. 3Uqbt3_te3czvcd. LOAD WIDTH FAS ALZO-�-—�- e.6-1000 WWM 09 FIBER MESH '4 SEE BECTON 7 FOR DETAILS FOR ROOF PANELS LW SOLD ROOF P/2 P/2— HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL SIZE SEAM AND COLUMNS Om. EXISTING PER TABLES TRUCTU%E 2' 2'OR 2* T OR T SMS POST (4)#10 X Vr SMS.EACH SCE OF POST L;PAO.IECTION FROM BLM -LOAD WIDTH P 0 0 0 0 H-SAA OR OUSM PLATE ANCHOR r x 2'PLATE TO CONCRETE WfTH V4'.2-Vr CONCRETE r x r x Vir ANGLE EACH SOE TYPICAL SCREEN GLASS ROOM ANCHORS WIT'IN W OF EACH SONE ArrAcm TO POST AND CONOVIIII OF EACH POST AT 24*O.C.MAX. AT LOAD WARM WALL WITH OR THROUGH ANGLE AT 24'O.C.MAX. (2)#10 x V2*SM&EACH SCE r.r EXTRUSION NOTE& ANCHOR r x r OPEN BACK ff"U"'C"WITH V4-x2-V4'CONCRETE I-VIr MIN,IN CONORM FASTENER MA)MAUM Of r-lro CN CENTER no WITHIN 6-OF UPRIGHT AN04OR r x r TO WALL WITH 2-Vr#10 SHEET METAL SCREWS WITH MIN.3-Vr SLAB 2500 PSI CONC. WASHERS r.(r ON CERTM ANCHOR BEAM AND COLUMN INTERNALLY 60-10,10 W.WM.OR FIBER MESH OR WTH M40M CLIPS AND#10$CREWS AND WASHIERS. VAPOR BARRIER 4 L*b&U SUB THICIOJESS FOR SLAB ON GRACE IS 3-V2'CONCRETE. SELECT FRONT WALL SEAM FROM TABLE USM LARGER'A'VALUE OF P12 OR P/2.OR SELF-MATING POST TO BASE AND SELF-MATING POST TO 7 2 CLVA DISTANCE FROM M03T STRJCnURE TO FRONT WALL BEAM BEAM DETAIL Lawrence E. Sennett, P.E. M BIONSBI-��c�T— Lawrence E. Bennett, P.E. PA BOX 43K IICUTH OAn.-A ft 3— M�-wd!L�CONSULrANT ","1 107*4"4 PA BOX 4304 SOM MYTON&ft WQI VAX J�j?07-� TKJPH0K(W)797-4774 -AL FAX MIN)7417-1141511 �YFVOHT IHMI IAM PAGE )f TO K K CA N P�VMan THIITTIIN P19"130"W LA—K L W�,PL 69 (E)Cm �T TO N N M N PMT —N OF LAWAVC9 t SONCIT.PL 71 �3 J,,, ;ECTION 3 SCREEN, VINYL & GLASS ROOMS SECTION 37 SCREEN, VINYL & GLASS ROOMS *E BEAM 'T ALL HEADER ATTACHED TO 2. OPEN B CK WITH MIN A r OPEN imoc (2)#10 x I.V2*SMS. SOLD ROOF JACHM TO FRONT POST WTTH S W G r LMS.MAX 6*FROM Tlf 2.ALL PURLINS ATTACHF_:I)TO UN 01DOPEN BACK WITH MR wiDow FRAmwa CAN ATTACH AND 24'O.C. (2) X"I S.M.S.IN DIRECTLY TO HEADER On WALL PUPLIN SCREW BOSSES 0 GLASS WINDOW INSTALLED PEA MAALFACTUnEA3 SPEOMATIONS CGHVEHTKKAL FRAMHG OFI ALUM!,IUM FRONT AM SIDE BOTTOM RALS COVER SYSTEM D-EETING BOTH SOES ATTACHED TO CONCRETE WTTH ANCHOR WITH 08.Vr SHEET METAL VV x 2-V4'MASONRY OuCK SET AT 0*FROM EACH POST A� 2V ON CENTER MAX.AND WALLS ALUNINUMI SHEETING OR V14YL A W r FROM EDGE OF CONCRETE ,.TYPICAL CORNER DETAIL GLASS ROOM WALL SECTION 1 41) It Vr)p= FLW PAWJ_S: ITH i-V4'FENDER WASHERS (3)03 x v2*SMS.PER PANEL It 4*-(r PAN!ACROW THE IONT AND 24'=ALCNG DES ANALK-ON) SOLID OC`VEFl EDGE BEAM r OR r a W HOLLOW HEADER ATTACHED TO POST WMH m"A.#A 2'x 2- 0.03r WAR TABU WADER Mft(2)#10,i-V2'S�S.H SCREW (TYPOCAU PAL AND RATE BOSSES MAXIMUM WIDTH I" N SP x r HOLLOW RAIL EDGE SEA;MiMA 2'x r.2' y I 35T ATTA04M TO BOTTOM Tx 3*OR 3'x 7 HOLLOW SHEETING miNimum ONE SIDE ROUGH HEAGER TrH MR(2)tv.ivr SJA& SEE SPAN ABLES WITH NO r 2. SCREW SOS= FOR SNAP EXTRUSIONS CKkS RAL VARIES OSTNO SLAB WAY BE USED IF ATTACHED TO POST WITH MIN.(2) SLAB 3-Vr MNINIUNI GOOD coporroN AND APPRO #10 9 i-V2'SM&IN SCREW BOSSES (SEE DETAIL) eTHE IN I ONG CFFIMAL T x r OPEN BACK BOTTOM RAL HLTI Vr=P=T3 VROVED F WrrH' U PLATED CUT STEEL WASH V4*x 2*V4*MASONRY ANCHOR @ 8* FROM EACH P03T AND 24-OC,MAX. TYPICAL ELEVATION GLASS ROOM WALL 3/r BOLT FOR W POST Wr BOLTS FOR 7.4'POST TYPICAL UPRIGHT DETAIL Lawrence E. Sennett, P.E. Lawrence E. Bennett, P.E. 001.AT— "110�ft 76-774 JI-)-4774 PAX(IXN)_ 00,emaw ..a 72 70 SECTION 3 SCREEN, VINYL &4GLASS ROOMS & GLASS ROOMS SECTION 3 OPTIONAL CONCRIM CAP SLOOK OR BLOCK AN%M ALUERM MAW TO WALL OR M MCHM A"UANAMM MAW TO WALUL CA SLAH WITH W x 2-VZ MASONRY ANCHOR c MMIHIN V OF POST AND 24'Of-M&MM (10#4 BAR AT CORNERS AM V-T a.Q- FILIL CIRIA AM]KNOM OUT BLOCK TOP #4 am CONTINIJOUS COURSE WITH 3000 M PEA ROCK OOMC� X g.x r x W gL=WALL a4AX 321 ALLMKM RWX SCREEN WALL DECK OR GROUND WAI W#4 BAM W 2-Vr OW GROLM ROWLOCK FZBON FOOTM OR MONMM40 F IWIONOLITHIC SLAS IS USED SM NOTE-S OF DIETALS SMOW BPJCK KNEEWALL KNEE WALL FOOTING FOR SCREENED ENCLOSURES TYPE S WATAR FIE(MED FOR LOAD BEAM*VFWX WALL (1)#6 BAR$WITH 3'COVER ALUVAN.N ATTACHAENT a (TYPICAL) 3-V2'COMM-TE SLAB 6 x 0-10 x 10 WELDED E --- VARE WSH OR FIBER W-SH OONCRIETE VISOLIENE VAPOR BARRIER UIMETI$LAW a,MR HAVING STRUCTURES ABOVE i NO"- x WELL COWACTED CLEM FILL OVER SACIRFICIED < NATMAL SOL W%RELATIVE DEMWY POST *10 x C04CFE-YE FILLED BLOCK STEM WALL (o V4,x 6'x B*x Ur Cj4U. 16'x 17 CONCRETE FOOTING WITH(1)#5 CONTMOUS LOCATE ON UMISMIRSED NATURAL SOIL #5 VERTICAL BAR AT COMERS AND IT-0-0 C. kLL AND FOUNDATION FOR SCREEN WALL(S) RAISED PATIO FOOTING KNEE WALL FOOTING FOR SCREENED ENCLOSURES OD#5 BAR CONT. (o*E;BAR ow. BEFORE SLOPE TYPE I TYPE I I TYPE I I I RAT SLOPE I NO FOOTM MODERATE SLOPE FOOTM STEEP SLOPE FOOTING 0- 2*f tr zlnr- r-101 I T-%r NOTES:i NO FOOTM REQUIRED O(CEPT WI,!IEN ADDREMING EROSION EXCEPT UNTIL TI-E ROOM PM11ECDON FROM MST STRUCTLM EXMW W-O' WOW GREATER D"W-O* MQUIREE TYPE I I FOOTM I FOOTHOS SKALL BE Wi Z500 PV CONCRETE WITH W-10M WELDW WM W-14 OR FIBER hCSH MAY BE USM H LrzU OF W%i F LOCAL BUILDINQ CODES RECAARIFS A&GWAM FOOTM USE TYPE I FOOTING OR FOOTM SECTION REWRED BY LOCAL COM LOCAL COOE GOV6*M SLAB DETALS ADDRESSING EROSION Lawrence I- Bennett, P.E. Lawrence E. Bennett P.E. CMIL MON99q-DEVULOPMWr CO&MLTAK cm ovamm-Devoop"W coramrmr Pa WX Oft MM OXYTOMA R.3M pim om am$mm myfcK%FL am Tao"ooa ON)7a-4774 M64"C(904)?W-4"4 FAX ow M-mm FAX ON)M-UM $CAL SEAL PAW PAM CCPYMHT V" N PMf WMCM TM WWM PMt.WIM OF LAWM4M F SWEIFT.ME 75 74 POr TO 29 FWAOM=94 WHOM(A 14 flAITt VVITI-MR TW%WM PEIMMM W LAV4V4M F 884c".rz SECTION 3 SCREEN, VINYL & GLASS ROOMS SCREEN, VINYL & SECTION 3 SCREE-h Table 3.1.1: Allowable Beam Spans-Hollow Extrusions for Screen Table 3ZI: Alloviable S Vinyl and Glass Rooms and I or Vinyl[Open)Rooms with Solid Roofs pfightHelghtr' Crean. Alumlinain Alltilig",;T-S.: Table 3.2.3: Aluminum Alloy 6063 T-6 wind Zone 2'x V x 0,032- ExhuSl.. IIOMPH 120 MPH 125 MPH 140 MPH -Ila ji. I P 102 MPH Load 102 M.P.H. 1 Applied Load Width - 1701§S.Ft. . 20SlSq.FL 230i.Sq..FL 269/Sq.Ft 3.2XlS%.F�L__ Issisq. 23 a is,Ft. 26 S ISC�FL Load Load Width 2-x 2"x 0-032- 36- 9`101 3'.5" Width W-0, 5.7- 5'-3' 4'-9' 8.3' F-117 6-6" S'-I" 4*-10" 7�9 _T3_ 6*41' 6*-r 36" 5-.1- 41.9" 4�5" 4*4r 1. -6'--V 5*.10* 42- 4'9' 4'-5' A�r T-11" 60- __9�4 _6'r 5-4- 48' 4`1(r 4-6' 4*-2" T-11' T.6" 56- 7'- 5*-3' r --------___ --_ 72- 6`11- 5"11" 5'r 5..,- 54 1W 4--r 3'.11- 75" 6*4� 51-91 5-5 4-10 60 4'-5- 4--l' T-91 3,-r T.2" _SA"_ 6-5- V-6* 5-3' -7--a IT 3!-I(r 31-r X_5" a- 6--3w _Y_�8 5 r 5--0- 4' Load Width 2"xrx 0-036'1 -x� 5' 2 x o.036-"��ow�truslon 5.10" 5*-6" 4-111' W 84'* wintlZone 6. 5-W__ 5'4" 4�-6- T_ 5-9- 57-3- Load 102 M.P.H. jjdj�K 120 M.P.H. 12S M.P.H. 140 U.N. Width Applied - 4'-11- 4'-7- 4'4" T-11- 23 8/Sq.FL 26 0 l5q.R. 79*/Sq.FL 36 a lSq_H. 4F 4'-4- 4'-1- X-8- - 3V 10%3� 9'40 8'_9� 8'-Y 7-5� 10* 4'-9' 4'-5" 4'-l- T-10" 3'-6" 42- 9'-61 8.-r $'.1" 7".8' 6'_II' Load 11' 4.-3" S-11" 34" 3'-4- 48" 8110, 7'-7- 7*.2' 6'-S' Width 12* 4*4' 4'-0- T-9, T-6" T-2' 54- 8'4' 7'-2' 6%9' 6'.1- Load Width x 2-x O.G44 60- 71-1 7-3- -'g- 615� 5,51- S' 6'-10- 6'-4- 66- 6-6- 6.1, 5-6- 72- 6'.3- 5"01 5%6" 4'-Il" T-I �6-1 6'-2- 1.10- __A_3- 6*-3" 5-9- 5'4- 5_11 4'.r 7!- 6.11- 6*4' 5.11' 51-81 5!-S' 51-T 4'-9- 4'-3" 8 F-10" 90: 6--6- I.,- 5-i- 4--l- 4'-5" 4*-0- 66- fly 5-3" 4'-10" 4-1- 4'-3* 3'.10" xtrusion 72- iv 4.W 4*-7- W-W 4*-G" S-8" Wind Zone - Load 102M.P.H. I 1101&P.K 120 M.P�K 12SM.P.H. I 130M.P.H. 12' 4'-g" 4'-51 41-1- 3'-l(r 3-6" Width Applied Load 2 19 S/Sq.R. 23 a IS PL 26 0/Sq.Ft.1 29 E 5'-11' 9!S 36 0 Mg.Ft. -2 7- 0_ FL 36- 11'.2' 10.2' 9%7' 1 8-2 Notes: 6'-�C 42" 10'4' 9'.5- 8"=io� 8.V 7'�6- 4ass Rooms:The; 4`1V C 43' 9*-81 7`io� 7.1- to 1101APH wind load -2- 6C 9'_21 7.5- V-81 additional framing is no -5--27 41'1W _,a Using Screen panel 9- - 4'-5" 60- 641 7'-10' 7'-S- 7*-T I_ VAV7_ 4'-7- 4-2' 66- 8%3* 7-6' 7'-1' 6'.8- 6'-0- 4'-S' T-11- 7._2. the maximum height all 3 V-9, 6'.5- 5'-91 st� 7'� 7%1 2 1'. Screen Splines on 3 ._7 IT 4'-6- 4'-3" T-10' 6'-11' 6*-6" 6.2 5,6 'rV_ I rzc 1 6--a- 6-3' Exarnple: 90- 1 7*-1' 1 6'y V-11 Far 2'x 2"x 0.044-Extrusion beam span is distance between uprights;to enter table roof panel Not.: protection of 14'-G"rvid load width; GassRoorrs:The addition of aluminum kame windows with glass panes that am designed LwW.=14*12+70.H=9'Enter table on left under load width, Load Width�94r.Readspanunder ID 110 M.P.H.wind load requirements 10 be show upright sims increases am strength so riai appropriate load� additional framing is not mquired. Live Load @ 17 9 1 Sq Ft.1102 M.P.H.Load Beam Span Somen Splines an r side.eidruSlOn lumed with 3'side parallel 10 sole plate. Note: Example: Glass Rooms:The addition of aluminum frame windows with glass panes that am designed to 110 Scrism pamell width"W`-601. M.p.H.wind load mquirements 10 the above upright sizes increases the strength so thal additional for a Z'xr xO.036-Hollow EAUSion f,amigIg is not required.Tables assume extrusion onented with longer extrusion dkneftion parallel to Using screen panel withh"W(See typical glass room thawm94.select upright height-W applied load. mQuired from the majornum height allowed far each 40diuslon- Lawrence E. Bennett, PF_ Lawrence E. Bennett P.E. OYL 843NSM-DVMXF&*NT CMMLTAWr PAL BOX 43M SOUTH DAYTONA,FL STCH QYL 043AM-DEMMORIANT constArMT T8.61JOW ON)M-4774 PA BOX 4300,SOUTH DAYTONA,FL 32M FAX(004)W-6558 TIELDN"JE Died 767-4174 SEAL FAX(904)767-OSSO SEAL PAGE (g)COPYRIGHT 1908 PAGE 76 NOT TO BE 113VIODUCED N WHOIZ OR N PART WITHOUT THE WFITIMEN P84ASSION OF LAWFOAOE E emEn.PEL OOPYFDC*ff Vile copyFvc*ff Iogia NOT TO DE M%MXM IN W11OUE OR N PART WITHOUT-1.�Wlil�_POWASSION OF LAWIFIENNE F Saaeff.pp- 79 HOT TO BE"s-o"O N WH=OR SECTION 7 SECTION 7 SOLID ROOF PANEL PRODUCTS SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.1.2:Allowable Spens for Alurntnurn Alloy 310S ................................... ....... .... . ........... WW APP"d L"d "o"' 1.2 RA 17 IT— I; .... .. ..... ........... .... ........... ..... . . ....... % . .......... ...... ir",NMI 4W 14o 32 FOAM-to#DENSTry F p ALUITt"3105 W14 OR H-25 ALLOY FOAM-1.0*DENSrTY E-P—& PATENT#4.769.963 AND 5.086.599 ftg� ALLSAI&M 31D5 H-14 OR W25 ALLOY PATENT#4.769,"3 AM 5,086,599 SNAP - IN - LOCK PANELO SNAP - N - LOCK PANEL@ Table 7.6.1: Allowable Spans for Composite Roof Panels for various Loads Structall Building systems Inc.Snap&Lock(D Composite Roof Panels Table 7.6.2: Allowable Spans for Composite Roof Panels for Various Loads AW6d[_ c--N Manufacturers Proprietary Products: �2- 1.d rtdb��— 2- Structall Building Systems Inc.Snap&Lock @ Composite Roof Panels :�'.�rx ly- Manufacturers Proprietary Products: 3-x 48"x 0.019**Panels Open Buildinqs Enc ed Buildings 2� 13 3- 13-5� 2L 4-148**x 0.019"Panels Wind Applied Ow,ha n Wind Applied rhanq Condition I 0 T-0- Re io�nLzd NONE v - --a- 3*-0- 1 32 1 3'1--S" n Building. E�m ed Buildings Region Load 1.NE I V-07 2-."i Wind Applied �0111h-�r-ndifi*"3., App ied erh ion Re Wind in n i 102 M.P�H 17 1 14'-7' 14,-8- 15'-1 5'-9- ;10�2M-P,H. 29 11-2' 11-4" 11-1 2'-1- 14-� 14 P Load it �Vion.. j 110 M.P.K 20 1 3 13�7 Ila M.P.K 35 10.2 1 OW Region Load Region 40NE 1-0 2-0 -0 1 161-1- 16*-6. 1 -1" MP11 29 12'-3- 12.5� 12'-10" 13'-8" '�6-1 12'-8-1 13'-2-113--11- 120 M.P.K 1 41 9"1- 1 9-7- 1 v- 102 M-P.K 17 7' 102 i2 _L 1120 M.PJ 23 1 i Table 7.1.3:Aflo-ble Spam for I 14'-4- 14 1 2*-a' 125 MP.+t7" 12-t, 8*-i v 9--2- 20 141-9 14'.10' 1 '- 1 -11 35 -? 13'. 1 120 M.P.K ll*-0 r-1 1 12'2- iio MaPMHW — — 01-9 Alurninurn Alloy 31051 120 M.P.R 23 13*-9- 4 i6-Y 1..11 10*-o-I 13,"1" 13 '-3" 125 M.P.H. 26 12--11- +,14 12S MP.H. 45 -1;- ll'-6" -�40—M Jer'x 48-x 0.024-Olan.ls P.H. 32 1 I'S"1 1 V 2-4 , 1_ 140 MoPaft ___�_6 101-8 10pen Buildings Enclosed Buildings L—d I 1,1�1 1—1 2'. 4"x 48"x 0.024-Panels lied_ OverhanqCg� wind Applied I an!]Conditi "'n Buildings Ercil ed Buildings ,R.q,on Load NONE I l'-G- lf2'.0-11 3'-0- Region Load l--0- 1 2--- 1 —TA--02 --W—i.d A-,plied, Overhang Condition Wind I Applied r n ition '02 M P 1 '-5- 102 M.P.K 29 - JIT-10-1 102 M. l? 6 A P Region Load NONE --0- 2-1- 31- Region Load NONE l*-0- 2'-0- 3'-0- 2-0 115§4z 15'-7"1 16'.3' 110 M.PA 3S 1 111111; 11147: 2§--?1z 1_ '- 18*-4.' 18 1 T-K u��" 14'-,,' ri, -- 102 MvPM 7 MT-11- 181-01 '-1 V 102 M.P."- 2S - - '120M.PoR 2-3 14'-1-1 14'-2- 14'-7-1 15'-3- 120 M.P.K 41 --6-.1 la'-9-1 11'.3- 112�M� 7 1 i _ _ ___ _I 10 17'-7- 110 MaP�K 35 12�4' 2 '3_1; 110 M.P.". 2 16*:-6" 6'_8. 7-0 13%10' 125 M.P.K 26 13'-3" IT-4- 13'-10-1 lZ6- 125 M-P.K 45 10-�I-1 10'-3-110'-10- 11*8' w� Apo.I o--.9 -7 120 M.P.K 23 15,-5- 1 5!-7- IF-11" 121)M.P.K 41 il*-7- T-O" 17-7-1 13�- 140 M P H 32 _11 140 M�.PK 56 t-. I row I v- r 12'-7- _125 M.p.R 26 14'-6- X-8- 15--0- 15'�8- 125 MaPmR 45 ll'-O- X 48-X 0.030"Panels 140 MmPAa 32 IT-l" 3�-3- 1 1 3 Open Buildings Enc ed Buildings -x 48"x 0.030-Panels Applied ow ha Condition Wind Applied rhang Condition 4 Enclosed Buildings Wind 'r� T:6� Open Buildings Region Load NE 1 X-0- Region Load 42 1'1* _1--Q- 1 -a- Wind Applied ind A44pplied rhangCondition -L 1 -10" *- '-9- 1 0-waN� 102 M.PJ 17 19 02 M.PA 21, Load No w13'.0' Region Load NONE I A--a-1 2--0- 1 3--0- '110MY-K 20 1" ,1,17�� — Region d T4' T,-.T T.N. '-9- 14*-5' w� Appfi�d 1 teed -17 9 2*-1" 29--16-10 5*.11' 16*4" 16*-Jl' 120 M.P.K 23 16'-2" 16*4' 16.8- 1 120 M.P.JKC 41- ftq� NOW I 102 M-P.K 21�6- 102 M.P-K . 11 f 245 'T-!1: i 3'*-1 !1 '-g- 131-6, 1 -— 32 M.P.K 35 14's" 126 M.P.K 26 15.3' 15 2S:�HP- - 1110M.P 1"o 17%11" 13*-g" 13'-10-1 1413'-14*-11- 149 56 -f2O—MP.K 2-3 17%9" -2113- 20 MP.K 41 13'-4* -�7z 125 M-P.H. 16'-W 116'AG- iT-2-1 IT-9- 125 M.P.K 45 12'-8' 12 T4' 14.1' 140 MP.K 32 15--1-1 15'-2- -"0 M.P.K 56 1 Note: Total roof panel width=toorn width plus wall width Plus overhang. T40—MPK Note: Total roof panel width=room width plus wan width plus owiliang Lawrence E Bennett, PE Lawrence E. Bennett, P.E. Lawrence E Benn TRUCTALL STRUCTALL* 0"'L ee-Amv-Deilxo�ew comLrwff 0vt evuirAzir-pcvm� a.-L Ueald3M-CEVS-CPMEWr C0k=rNff r R-5-5 N-3.5 I- ---, , P.0,8=4X%SOUM JMyToKk VL 3= p.0.S=43M SWM DAYTC* PjM OW A3ft GOMM DAY1011k Ft.=M 350 BURSAW,OLDSMAR.FL 34aT7-4006 3so BLF41AW,OLDSMAR FL 34OT7-4906 T&WHOtE(MU 767-4774 TOMICK")787-4 TOMNONE tQ04)M-4TY LOCAL(4313)s5s-2e27 FAX 4000 767-66511 FAX(004)707-6550 FAX(904)767-0650 'LOCAL(813)855-2627 NATIONWIDE 1-600-GaG-3706 T'0"MM 1-800-909-37 SEAL SEAL FAX(on)854-2602 FAX(813)654-2802 SEAL AG.E COPYFVGW 1008 @ COPYFNGHT Woo PACE PAGE 120 109a 134 wT Yo sE Fe"oouom r4*mx OR H PmT wriviour ne wwTm P—"OF L—FOCE E K—TY.PE NOT TO K AsTicoucm wtious CA N PART WnMff THE WITITEN PEW19MR OF Z.AwFOM E 88#&-rr PF 33 NOT TO OE AEPRODUC150 Of IN -V 6 o BoOk 8950 pg , 307 This instrument Prepared By: Name Address Permit No. Tax Folio No._. STATE OF NOTICE OF COMMENCEMENT COUNTYOF yCL THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of property, and street address if avai able V(.( 5 N4 11 '�Pl /' UNOW 1:7 �('P ��c -5zZ'Z-3 2. General fe ption of improvement: �--j I are(Ir.) PIZ,) 14�70(10s' W/ Onyl IVIndays 3. Owner information qa� a. Name and addressAr, b. Interest in property: c. Name and address of fee simple titleholtler (if other than owner): 4. Contractor: a. Name and address: Schnorr Home Improvements 6928 Phillips Pkwy. Dr. N. b. Phone number: 262-1517 c. Fax number (optional, if service by fax is acceptable): 262-1,436 Bk: 8950 5. Surety Pg: 307 a. Name and address: Doc# 98119638 b. Amount of bond $ Filed & Recorded 05/20/98 c: Phone number: 10:17:36 A.M. d. Fax number(optional, if service by fax is acceptable): HENRY W. COOK CLERK CIRCUIT COURT 6. Lender DUVAL COUNTY, FL REC. $ 6.00 a. Name and address: b. Phone number: �1 c. Fax number (optional, if service by fax is acceptable): 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided in section 713.13(l)(a)7., Florida Statutes: a. Name and address: b. Phone number: c. Fax number (optional, if service by fax q1isa ceptable): 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b), Florida Statutes: a. Name and address: b. Phone number: �)Jg c. Fax number(optional, if service by fax is acceptable): 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Sworn to and subscribed before me by Signature of Owner�L PSA-3"� 8912 DEPARTMENT OF BUILDING CITY OF ATLANTIC 815ACH ---- ------- PERMIT INFORMATION LOCATION INFORMATION ---------- Permit lNumber: L4912 Address : ' 1586 LINKSIDE DRIVE P*rm NTIC BEACH, it Type: WELL ATLA FLORIDA 32 �. 'C"I-a's S of 'Work: NEW ------- --- LROAL DESCRIPTION Z, Cons t r� Type., WOOD FRAME Lot : Block: -ion, Sect ihip: Prpposed Use,. UTILITY, Towtis RNG 9 Dwellings , 1 code., , 0 Subdivisiow StLVA LINKSIDE Eit-imate'd value. Improv.. Cost : To� '10 00 Amo 04 g, V'm ATION APPLICATION FEES ----- PERMIT $101001 )AC FEE4peWf,' :45 ro 0 I D E DRIVE f 'g ,*0 z' CH, FLORI R 75 '4, E WOW f e 4-1m)-v OW8, 4 TAP —W Y, 'RADON GAS-H�R_ S , $0 .00 RADON CAB 5%, T NFORMAT�tON. A Name:- A.KA ""LL S _,Pj,T4L, .1 t4P _01 Addrtsv SEWER TAP ATI, BE ACH CROSS CONNECTION $0 .00 L i Type: SEC H IMPACT FEE Cr)N$T.SURCHARIE 'C'MMAT qw e�041 ..............I" NOTES: NOTICE ALL CONCRETE,FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE RIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE SUILDINGMATE REID UP,AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE,TO COMPLY WITH THE MECHANICS9 LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FORSUILDING IMPROVEMENTS.O� ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF-APPLICABLE PROVISIONS OF LAW. '14- 00000m 00000m IC 13EACH BUI ANT LDING DEPARTMENT Date; �8/11/94 01 7 ATL opt- 00 1 -Y FFE $10.00 AFEMICATIM FOR MIL PERUT CnY OF AMqMC W" FROPERTY OWNER OL ____Pay Rme;?06—�r63,Y Addressi 15- 0ee; - --zip 3 APPLICAn, IF aMM UM MER Nam:. C<_--� 111a 0-111-_J; Day Morie Z Y�;_ Address-,_/�7 6). _I�Oy 7< zip JOB Address orLocation: L�_-gal Description: Is well to be used for drirking purposes? Any person, individual, corp-oration or Odier entity receiving a perudt as provided in Section 22-40 of the Atlantic Bwch Code, and who plans to use water from the peradtted well for drinking purposes, aust first obtain a bacteriological test report from.the State of Florida Health Depart, wt, ftwnishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building ft�t. Department Notes: agree to camly with regulations stated herein: aglature- M-te CITY OF 5Adj�e Office of Building Official REQUEST FOR INSPECTI N Date-9 V-93 Permit 0. _115-9- Time XM. A Received RM. 0 Job Address Locality Owner's Name Contractor BUILDING CONC TE ELECTRICAL PLUMB[ M NICA LU Framing LE Footing E" Rough Wiring E Rough 0 ir Cond,& To Cut Re Roofing 7 Slab El Temp Pole 0 Top Out Ell' H1.5ing Insulation 11 Lintel E Final F] Sewer 0 Fire Place Pre Fab READY FOR INSPECTION kM. Mom Tues. Wed. oThur.. Friday—,--P.M. kM. - 6:;;O� Inspection Made PM,Final Inspection 0 1q?eff4!?4ee- Inspector ----------- Certificate of Occupancy 0 7— Date AM, NO(-.)1'4 OF THE WEDNESDAY STOMER'S ORDER NO, DAT E 19 V ME PHONE NUMBER relephone -41�3p DRESS t -ation eL ose property is zoned 777 CASH C-O.D., CHARGE ON ACCT. MDSE.REID PAID OUT I dwelling, and whicl, _-7 11/ 11 � lecitied site ,, nges. C1 ' ,PyaGV lows: L Condition Property? r& 6�3 ail's All claims and returned goods must be accompanied by this bill. (41-c". TAX ows : ........... TOTAL Ukct(9- .eived by THANK YOU AZtacri s1te plan. (Note: All tr**x P OPOS*d for removal musit i�e marked on site by rpd tape or CL'j C d ri-lco Tree 10 ( LA "D roved ais Noted P PSR,3844 2 DEPARTMENT OIF'SUILDING CITY OF ATLANTIC EIEACH PERMIT INFORMATION ------ -------- � LOCATION INFORMATION --------- pe,lni t N b 7259 Address : 1586,.LIN'KSIDE DRIVE um, er Type* MECHANICAL LANTIC BEACH, ,PLORIDA 32233 AT ----------- ---------- ks-s f �Work: NEW LEGAL DESCRIPTION T e:' WOOD FRAME Lot: Bl ck� Section: yp, 0 -op� osed�Use: SINGLE FAMILY Townshipt RNG: 0 1 code: 0 Subdivisiow'_ SELVA LINKSIDE utfta ,e'd lue. 0 .00 : Va Esi prov Costz ' Total F $2-5 .00 $25.0 Am 0 ountlP 0, W, St r LAM%o Q 500 "TA TR t2O ft6 OROP T*Nft ff BW fte%B N APPLICATION..FEES $ E PERMIT R IVE CT ,A' E 3 010 9 4 6 A! 111f,"01111-k,TFi FTfRm ISO*0004111141!�_ RADO I N GAS-H.R. S. $0 .00 CONIT TO, NP, [AT 1 ON ----- RADION. GAS '- 5% $0.00 MATZR:TAP� gm)=_ 'I'T"I.Oxx 1ris,-z-1,� P.,0.,, Box" SEWER, TAP, $0 .00 LL I I KSONV FLORIDA 32247 HYDRAULIC ,SHARE CA, Type 3 CAPITAL IMPROVE. 0 OTHER wis—ALL CONCRETE FORMS AND FOOTINGS MUST'SE INSPECTED'BEFORE POURING NOT PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE f 'BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MV4T,NOT SE PLACED IN PUBLIC SPACEAND MUST BE HAULEDAWAY ,.,Ef ONTOACTOR OROWNER .(;LEARED UP AND BY THERt 'FAILURE TOCOMPLY WITH THE MECHANICS' LiSN LAW"CAK RESULT IN &%- 19 THE PROPtRTY'OWNER, PAYING TWICE FOR BUIPING'IMPROVEM109fo I, 0tp ISSUED ACCORDING TO APPROVED PLAN8 WHICH ARE PART OF.THIS PERMIT AND SUBJECT TO REVOCATIOIJ TION OF'.ALPPLICABLE PROVISIONS OF LAW. city"Of A Ondu ATLAWIC' BEACH BUILDING DEPARTMENT Am BUILDING AND ZONING INSPECTION DIViSION CITY OF ATLANTIC 9EACH ATLAISITIC BEACH. FLORIDA 32233 0 CALL-IN NUMSER, APPLICATI N FOR MECHANICAL. PERMIT IMPORTANT — Applicant to complete all items in sections 1, 11. 111, and IV. Street Addf*ss: ls�gL6 4�1&146 LOCATION OF Intersecting sfietts: 1111611ween :�z 11211-4 C And-S6�44,4 6� 4�_ tUILDING 11. IDENTIFICATION — To be completed by all applicants In cons;d9fit6on of p*rm;t given for doing the work as described in the obeve statement we hereby agree to re-Ic-n j4;d wo-a -A the attacked plans a n d specifications which are a part hereof and in accordance w;th the C;ty of Jackion,l'@ ord;,,opces a-z oa-ze-�s of good ptact-ce listed therein. Name of §A04heakal Contractors coosrogfor 11110tiat) Matter Zc? qg Name of hopor+y Owner s4asture 44 0.1tor Signature of w Awtheriseal Agent /v 1'2� ,tlr Architect or vittineer Ill. GENERAL INFORMATION L/ A. Typo of hearing fmol. B. IS OTHER CONSTRUCTION BEING DOME ON 0 Elecmc THIS SUILDING OR SITE? • G06-0 V [3 Natvral C] Control Utility Of YES, GIVE HUMMER F CONSTRUCTION • CIA PERMIT' e;,6; • Other, — SPOC4 IV. MICKMCAL EQUIPM11INT TO 96 INSTALLID NATURE OF WORK (Poo, complete W of componeink on back of this form) S Residential or f I Commercial 0 Host C3 Space [3 Recess" Cl Coons! 13 Flow 64 New Building C3 A;rCciaelrtioatiris: 0 Room E3 Contral 0 Existing Building C3 Dirct $"%in: Material TW 11 Replacement of existing system maxim"m capacity CA". 11 Now Installation(No system previously installed) C3 Rafrigirretiori 0- Extension or add-on to existing system 0 Cooliao *wee: Capecity 11 Other — Specify 0 Are spirinklon: Number of ls"JL. El Elo"t- 13 m"ft 0 Escalato— THIS 111PAM FOR OFFICS US&ONLy 0 G**Aoo pv0pa -Inumber) (Itime"d) .&. - (numb") Remarks LPG ftrvftifte��I*,raberj 13 varilivied pft"We 0 &O&n Permit Appmved D* E3 Qtkw — SpecOr Permit Fea LJST ALL EQUIPMENT ............. AIR CONDMONING AND REFRIGERATION FIQUIPMENT D"Cripu0n 1A 310M Number maufacw"r 7(J�Zty WvtAC —-------------------- ...............—------ --- Tertifirate of Orri-tuanru Titu of Atlantic 1=4 — Nforiba 1hpartment of Nuilbing Inopertion 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. ily ResideAA e 6654 Use Classification �'-!ng I P, _c Bldg. Permit No. Group W/ Type Construction 5111— Fire District Atj-antiE Beach Owner of Building Cy-nl*ax L-eal Estat,e Address 66,20 SouLlivoint Dri�ve S. iacic-501111111e, Fy'- 3211M BuildinrMdress 1566 Links"Ide Dri,,,e Locality �rj;44:,rjv-, Beacj�j, F1. 32-233 By: Nh C. FOrd Bui ding Offic(al Date: e-1 POST IN A CONSPICUOUS PLACE -------------- -------------------------- ---------------- 14 MAP SHOWING BOUNDARY SURVEY OF LOT 144 BLOCK AS SHOWN ON 'MAP OF seLv-4 LlmlmPE uAtIr z AS RECORDED IN PLAT BOOK 4 7 PAGES -q5-9-515 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: CIEIV;rEx �qOME5 C01?P0RAT10A1 NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT, AIO)',�5- e.61 YO 71,OA15 1119�� SA10Wh' 7ACIS 4A10"R,!5d9 ro 1,(4,rvAo1W4 ��00-r7,le Y",rlr4z 0,4,lemf a,,1,4zq L 0 7- 137 SC '! 45 '-00",E s4pr4e.170d 110&AIIO � v 00 �v (0./4-93) 44. 47 370, a A/C. 20.0. (S /J. 7' as t3 44 V) lyi R) -v� WE tz/1vcw Le.4 Ye.5 3' 21 Lto' A16*45-007 1444 to COAIC, 07- 22.8 3.01 ,40 C#:.36-69' R,1358./e A,36.69 4 WKS WE DRIVE (50'R1r,9r-0,�c-W,4Y) AUG 241993 Building and Zoning �1, " -�,,q� CITY OF J 4&ao%4-c 12w6cA-A;&jd4 Office of Building Off0al REQUEST FOR IN CTION Date Permit No. Time A.M Received R 1 -5-3 j/ Job A Owner's Name for LD0407-1-1 CONCRETE E�ECTRIC '-PUWEIING MECHANICAL (46 Footing Re Rooting Air Cond.&_ E Ell Slab E Temp Pole Top Out — Insulation E Lintel E�, Final E, Sewer 0 Fire Place 0 Pre Fab READY-FOR,INSPECTION kM. Mon. Tues (Ld A.M, Friday--PM, Inspection Mqdp. /r I 1 71 h Inspector Certificate of Occupa Date 5"MUM E W"D 4)TZ'D� 3.-'-','1-5 :4 7 5 8 Q) 1AX (904) 247,58G5 NOTICE TO: Water Department F90m: Building Department 61. / ?'" to '�;' DATE: Please be advised that the final building inspection has been completed on each. of the following addresses and construction water is no longer neede& Permit zurber Mdres---,-; 01, A ely, Building Department 7 Q PRE-SERVICE DIVISION jACKSONVILLE ELECTUIC ,AUTRORITY �33 WEST DUVAL STREET jACKSONVILLE, FLORIDA 32202 FHK FOLLOWING FINAL IFSPECTION(S) HAVE BEEN HADE AND AR,-. �AFINFMTOHY : ----------- --- - --- -- ------------------------------- ---- Enclosed are the blue copies of the permitn. A NCKMELY, 07 - OUILDINU INSPECTION DIVISION _c : FILE 6927 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH IT INFORMATION LOCATION INFORMATION --------- e rmit Number. 6927 Addre$S*� ' 158:6� 'LINKSIDE DRIVE Permit Type: , MECHANICAL, ATLANTIC BRACH, ,PLORIDA 322,33 Class of work-: NEW Constr, , Type: WOOD FRAME, LZOAL DESCRIPTION Lo, t* � ' Block: , Proposed Use: S11NOLE FAMILY Section. Townshi p Dwellings , I Code: RNO: 0 SubdiViSion- SZLVA LINK-SIDE, #2 Estimated Value: $0.00 cost ; Tota $41 ,00 Amou Dat 6 t-9 9"�, TRAL AT AN D AIR If[ —N EW SI,Xg,LE �,MILY RE$TQENCE aw 'T' I ON 1 , t A P4XCATION' FEES ----- P " PE $47.06 IDE DRIVE FEE go, $0 00 AR I D? FEE -o ph 3 A RADO 0 8- A H.R.S. S0 .00 RADON 0A,S N me NO I At% WATER TAP' r hk--, $0�.,00 SEWER,- TAP, JACK F HYDkAUL4 C' SHARE $,o .00 'Al CAPiTAL IMPROVE. '0 0 SEC,H IMPACT FEE 6 60 NOTICE—AL-LCONCAE TIE FORMS AIN 0,FOOTINGS MUST BE IN PECTOD FORE POURING,, PERMIT VOIU SIX'MONTHS AFTER bATE OF4SS BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS'WORK MUST NOTBE PLACED WPUBLIC SPACE,AND MUST BE CLEARED UP ANDL HAULED AWAY BY EI*kERCONTRACTOR OR OWNEW, ME C7;N RESULT IN FAILURE TO ,COMPLY,W TH THE CHANICS' LIEWLAW T149 PROPERTY OWN"EA' PAYINGTWICE FOR,8 U4LDIN'G IMPROVEMENTS. 'ISSUED-ACCORDING TO APPROVED PLA IT ND" �Al WFOR N$WHICH,ARE.PART OF TKiS PER4 JECT -Rwkjm� LE PROVISIONS OF,LAW. TENDM k= SMOt 090%7-7 W-TtQ 6EA04,BU N 6 DEPARTMENT..' 7 7-7 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC 89ACH. FLORIDA 32233 APPLICATION FOR MECHANICAL- PERMIT CALL-IN N6YSil IMPORTANT --Applicant to complete all items in sections 1, 11, 111, and IV. LOCATION Street Address. 1586 LINK�IDE DRIVE , OF - Intersecting Streets. letwooft LINKSIDE COURT And SEMINOLE ROAD WILDING Sub-4;wWom SELyA LINKSIDE LQT# 14-4__.. 11. IDENTIFICATION To be completed by all applicants in consideration of permit given for doing the wort as described in the abcys statenitno we hereby agree to re-Ic— idid -o-4 -- with the ottockpd plans and specifications which at* 4 port hereof and in accordance w;tn 6e C;ty of Jackton,l'o 04-aeces 613 of good practice listed the rein. —keess of Mechanical Contractors cosirogfor (Print) MANDARIN HEATING AND AIR Masts# CACA12623 New@ of hop*rty Owner CENTE"OMES 3 s4solure of Owner S;9" fur* a v Awfliathstl Agent ASINct or Enginew, Ill. MEXAL INFORMATION IS OTHER CONSTRUCTION BEING COME ON 0 600ic THIS BUILDING ON SITE I. YES C) Ges—[3 Natural 0 Central Utility If YES. GIVE NUMBER DIP CONSTRUCTION El 0A PERMIT 6771 Other, — specify IV. WqCK#&4CAL MUIPMOW To K ONSTA40 NATURE QF WORK 110mirwe complete,k#of coinip"Wah isa back of this form) UJ Residential or Commercial Heat 0 Spot* 13 Recessed 0 Control 0 How 13 Now Building Air Conditioning: C) Room 0 Control 0 Existing Building Sy0sm: M6#6641 T)lj(,T 0 Replacement of existing system M4904M CSIMICIfy 1000 cAft 11 Now installation(No system previously installed) 0 Extension of add-on to existing system (b. 0 Cooling loww: Cape I city 0 Other — Specify C3 Fire *6*Um: Number of Is" C3 fle"tot, 0 MsAft C3 EwAlsfo josimbw) THIS SPACE FOR OFFICS USA ONLY Creottline,pumps _(Xvmbor) (numbor) Itsmarks LPG con"; (numb") UWAnd pires"M V~ 0 111111,111101,11 Permit Approved Doha- 0011100, — specify permit 1J8T ALL EQUIPMENT AM CONMTIOMNG AND REFRIGERATION EQUIPMENT C ADICIty A 3011SAW traft Deftripuaft Model Number Manufacturtr =Mvtag r— CONDENSOR TWR030 TRAN 2 45 TJT, 1 0 CITY OF �Vz .4&4^&- BW4A-#;&UJ4 Office of Building Official REQUEST FOR INSPECTION Date 5--I�-9 5 it No. Time A.M. Received �PM, N Job A ss Owner's Name Contractor 5� PLUMBING MECHANICAL BUILDING CONCRETE C-----EL—E5RI Framing E� Footing 11 Rough Wiring El Rough 0 Air Cond.& 0 Re Roofing Stab 11 Temp Pole Top Out E Heating Insulation E Lintel E-1 Final xo Sewer 0 Fire Place 0 Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Friday P.M. Inspection Made Inspector Final Inspect r- Certificate ofio)c�upancy D Date CITY OF 4&4K,4-0 BewA-Amsik Office of Building Official REOUEST FOR INSPECTION Date Permit No. Time A. Received Jo ss Locality Owner's Contr 'rELECTRICAL PLUMBING MECHANICAL Name Contractor BUILDING Framing 0 Footing E, Rough Wiring 0, Rough 0 Air Cond.& 0 Re Roofing L-11 Slab Temp Pole Fj Top Out 0 Heating Insulation 11 Lintel Final E Sewer F-, Fire Place D Pre Fab READY FOR INSPECTION &K Mon. Tues, Wed� Friday—PM- 13 A.U, 0 Inspection Made PM,-) 2- Inspector— al Inspection 0 Certificate of Occupancy E Date — CITY OF 4&444.0 heaICA-44U-44 Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time Received Jo dress Locality '3'i Owner's Name Contra r BUILDING CONCRETE PLUMBIN MECHANICAL Framing 0 Footing 0 Rough Wiring 0 Rough 0 Air Cond,& 0 Re Roofing 0 Slab 0 Tamp Pole 0 Top Out 0 . Heating Insulation 0 Lintel D Final 0 Sewer Fire Place 0 -;P`�Pro Fab READY FOR INSPECTION XM. Mon. Tues. Wed. Thurs, Fri ay� kk Inspection Made 1-11146 PM. Inspector- Final InspectionYC Certificate of Occupancy 0 Date CITY OF 4&*a&- BeaaA--0;&u-k Office of Building Official REQUEST FOR INSPECTION Date--4/Z Permit No. Time A.M. Received PM. 0�1 Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing E Footing E Rough Wiring D Rough El Air Cond.& 0 Re Roofing E Slab 1] Temp Pole [I Top Out 17J Heating Insulation V, Lintel F-11 Final E, Sewer 11 Fire Place Pre Fab READY FOR INSPECTION K :7AM:) M Mon. Tues. Wed,, �Thur Friday— M. ht-4 ,01 A.K Inspection Made e e� tz r-r)f*�i-it PM. inspector— Final Inspection El Certificate of Occupancy F:, Date TRANSMITTAL DOCUMENT FOR JEA DATE: 3 The following permits have passed "rough" inspection: Permit No. Address Please update your records accordingly. ' ha)n 1 0 JI�D*NGCLERK CITY OF ATLANTIC BEACH /veb ID OD ICD CD % 'IP V4. (P. o 4IN o s 0 (J)0 0 'Izz ID CITY OF 4&Adw- Beac4-0;" Office of Building Official REQUEST FOR INSPECTION Date 7-) Permit No. Time A, Received M Job Addr cality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PWMBING MECHANICAL Framing E: Footing El Rough Wiring Ej Roug Air Cond,& 0 Re Roofing 0 Slab ri- Temp Pole E] Top Out 0 Heating Insulation El Lintel E] Final E3 Sewer L] Fire Place D Pre Fab RE;7 INSPECTION A.M. Mon. Tues. Thurs. Friday—P.M. A,M. Inspection Made Inspector_.—__ Final Inspection 11 Certificate of occupancy E, Date CITY OF ATLANTIC BEACH, FLORIDA ppro"d by APP ICATION FOR ELECTRICAL 'PERMIT To THE CHIEF ELECTRICAL INSPECTORt IMPORTANT NOTICEat t IN CONilDERATION OF PERMIT GIVEN FOR I)OING THE WORK AS DESCRIBED IN WE 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 A"D CITY OF ATLANTIC BEACH ORDINANCES. ee Oe ELECT ICAL FIRM; MASTER ELEGIBICIAN 519NAP JOUBNEYMA NAME... RFD—box BLD0. —BETWEEN: RES. Aff.I COMM.11 1 PUBLIC,( I INDUS. I NEW(,-,�OLD I REW. ADDITION( TRAILER ( I TEMP.t SIGNS SO.FT. SERVICE-c NEW li--�INCREASE I REPAIR ( I FEE CONDUCTOR SIZE AMPS CQPPER ( I ALUM.lj,*� 2 MMIJ OR.QREAKE AMPS OLT !IACKWAY lv�- EXIST.SERV.SIZE AMPS PH I. Wl VOLT RACEWAY FEEDERS NO. size NO. SIZE No. SIZE LIGHTING OUTLETS I CONCEAL9Dj OPEN TOTAL RECEPTACLES I CONCEALED1 OPENJ TOTAL 0-20 AMPGJ 21.100 MPG, SWITCHES 19 INCANDESCENT FLUORESCENT&M.V. (j FIXED 0 100 AMP6. avc" I APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS EIL HEAT. KW.H9AT 0.1 OVER MOTORS H.P. VOLTAGE PHS No. II.P. VOLTAGE PHS _,MISCELLANEMS DEPARTMENT OF BUtILDING CITY OF ATLANTIC BEACH PER14IT INFORMATION ---- ------ - LOCATION, INFORMATION -------- -LINKSIDE DRIVE Hurnber: 16953 k Permi Address . _T7T ATLANTICBEACH DA 32231 Typei PLUMBIN43 PLORI s "of work-, NEW LEGAL DESCRI i_a$ PTION ---------- Cl. Section. lock: cow6t r Type V400D FRAME Lot,: tN B T r,-o,p o ed Use' RNG: s SINGLE FAMILY, wnship* Subdivision: , SELVA LINKSIDE #2 Twel I inqs:, Code: 0 'Es i H-mated, Value: linp-rov. Cost , es* $6,0 . 50 Tota $60 . 50 Ain /25/9-3 Work DING IN NEW, SINGLE PAM I LY'. RESIDENCE TION -------- -- AMICATIONFEES $ PERMIT A Add'- IDE DRIVE WATER IMPACT FEE dd 06 'FEE J, h,' $0 CXX FLORIDA,,r) S 0 Ph 9 A A% RADON GAS-H R. S. ------- 0 FORMAT I�jbl RADON GAS WATIER TAP Name,,,, $0 .0b 0 $0 .00 JACK LLE, FLA 32210 HYDRAULIC SHARE CAPITAL IMPROVE. .14,0 0 Type: 4 10 W, $0 O"Q, g _jPC0 SEC.H IMPACT FEE oaw Dr� OTFS. NOTICE' ALL CO CRfT4fO#1 S'AND FO TINGS M N M 0 UST 1361NSPECTOD BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE Of ISSUE BUILDING MATERIAL,RUBBISH ANDDESF14S FROM THIS WORK MUST NOT BEPLACED 114 PUBLIC SPACEIAND MUST BE ' tITHeR CONTRACTOR OR OWNER CLEARED UPAND HAULED AWAY BY LAW CAN RESULT IN AILURE TO COMPLY WITH THE,, MECHAN11t$0,A',1V OWN Rr 0 e fOA'A,01Lb1NLG IMPROVEMENTS. E�� POPERTY V&iwff;_ 0% I&SUE RE PART OF THIS PEAMIT AND SUBJEWkTO REV I or ACCORDING TO APPROVED PLANS WHICH A OLATi ON OF APPLICABLE PROVISIONS OF LAW, fMIPT Aims owl ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION:-- ------- --------- PLUMBING CONTRACTOR :__ - - - -- -- - ------ -- -- --- LICENSE NUMBERS: OWNER: --------- - ------------------------------ BUILDING CONTRACTOR: --- --------------------- TYPE OF BUILDING: -------- ----------------- SINKS ----- --SHOWERS --LAVATORY WATER HEATERS --BATH TUBS - -----T-DISHWASHERS URINALS DISPOSALS CLOSETS ___.z__7_WASHING MACHINE ---------- ----------FLOOR DRAINS OTHER TOTAL FIXTURE COUNT V/---------------------------------------------------- - -------- INSTALLATION OF PLUMBING AND FIXTURES 'MUST BE 'IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE.-.-,. S -766 CITY OF ATLANTIC BEACH BUILDING PERMIT CALCULATION SHEET Address, 4 D Date ty 3 I Heated Square Footage '3c $ 41 @ per sq ft = Shed @ per sq f t = $ '7, a 17 Carpory @ $ per sq f t = Deck _per sq ft = $ Patio @ per sq ft = $ TOTAL VALUATION: $ 67 �11J Totaf Valuation 1st 06c) '72 72 . 7411-76 Remaining Value per thousand or portion thereof TOTAL BUILDING FEE $ 330, —0 + 1/2 Filing Fee - $ 11.5- c-, 0 Fireplaces @ $15.00 $ z;S-'00 BUILDING PERMIT FEE $ -17?) BUILDING PERMIT $ WATER CONNECTION $ SEWER CONNECTION $ 0 0 WATER METER/TAP $ 00 CAPITAL IMPROVEMENT $ 6 0 (163)) RADON (HRS) .0095 $ f, (A-?Y) RADON (CAB) .0005 $ SECTION H PAVING $ 0 HYDRAULIC SHARES $ 0 - OTHER $ 0 GRAND TOTAL DUE 6 —3L ADDITIONAL PERMITS OR FEES: Mechanical_; Plumbing Electric/New .--Electric/Temp_;SwimmingPool Septic Tank ; Well__; Sign_ Finish Floor Elevation Survey Other_ CALCULATIONS and or NOTES: ' . i . � | DlVISIUN JAC83DMYILL£ ELECTRIC &0TSOBITy 233 WEST DUVAL STREET 3ACKSU0VILLE, FLORIDA 32202 ~ , TGC FOLLOWING FINAL INSPECTION(S) HAVE BEEN U&DC AND u8G SATISFACTORY : ' / ___ _ ! ------ ---------------------_--------------------- ---_--- -----------________________________ _ __ / | _ , '----- --------------------T--------------------------- � EocIose6ore the blue copies of tQe permits. ^ SINCERELY,/ 8T]ILDINP INSPECTION DZVISIO0 | � / � � } ` } � i | | 0.ift.a. it CITY OF ATLANTIC BEACH, FLORIDA Appiroved bV APPLICATION FOR ELECTRICAL VIRMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:—. IMPORTANT NOTICE: IN CON91DERATION OF PERMIT GIVEN FOR DOING THE WORK As DESCRIBED IN THE FOLLOWING, WE ;.p HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH �RE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC REACH ORDINANCES. ELECTf1ICAL FIRK MASTEfl ELECIDICIAN SIGNA10HE 1OURNLMAN NAME.. �O'f MSADDRE8Stff-7'&-21—�1k--5z�* e �-..Rvo_sox BLDG.8128 BETWEEN-. RES. APT.I COMM. PUSLICj INDUS. I NEW Wfol" OLD REW. ADDITION TRAILER ( TEMP.I W-111SIGNS —SO.FT. FEE SERVICE: NEW( I, INCREASE( 11 REPAIR ( I CONDUCTOR SIZE AMPS 0�700 COPPER f ALUM.(]A'-" WjGfl OR BREAK R AMPS PH W Vo LT EXIST.SERV.SIZE AMPS PH_10 W1 VOLTI RACEWAY FEEDERS NO. size NO. SIZE NO, SIZE LIGHTING OUTLETS I CONCEALED1 I OPEN I ITOTAL I OPEN I .RECEPTACLES I CONCEALEDI TOTAL 1 0-30 AMP6. 3 1-100 AMP6. SWITCHES INCANDESCENT FLUORESCENT M.V. ,'j FIXED APPLIANCES BELLTRANSF., AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMP EIL HEAT; KW-HEAT OVER MOTORS H.P. VOLTAGE pHs NO. VOLTAGE PHS I 6--m- -MISCELLANEOUS till 6654 01WARTMENT OF 8140ING, CITY OF ATLANTIC 99ACH 7-77- 7 LOCATION INPORHATION' PE NIPOR14ATI on ------ --- RXIT I 566' LINIKS10Z DRIVE , _Permit Number: 6654� ATLANTIC BEACH, FLORIDA 32213- permit Type: BUILDING' ------ ---------- LEGAL DESCRIPTION �cj ass of Work: NEW " I I I * 1144 Sec constr _ Type: WOOD FRAME Lot .,, 'SINGLE PAXILY T,0�nshiP:: , RN01 �roposed U.se, Dwelling Code 0 Subd*vitiowl�.�$ZLVA LINKISIDE �#2 Estimated va-lue:, $674-70 ,00 v Cost mpro $2606.38 Total ' qq q Un $2,606.38 Amoun v AM A t,� I I -lot" PLICATION rZES TION STATE PERMI T 4 60 ,00 -FEE WA 1,14PAC, 70 00 �,y Address, XNT, DRIVE SO" L FL 121 AT HE EF 51 S ON OAS� Ph' 56 p OR MITkiC* GAS R $0 .,00 4 k WAT, EAL ESTP I 406f, DRIVE SNER TAP eiis,: 6 666 2 JAC1, FL 32216 HYDRAVLIC SHARE op LL &r FEE i34 54 Li Type, RE 0 THER , NOTES:, . r AND FOOTINGS MUST 89 INSPECT NOTICE—ALL CONCRETE,FORMS POURING , SUE T V PEOMI 0110 SIX MONTHSAFTER DA OF IS $T NOT-SE PLACED IN PUBLIC,SPACE,AND MUST BE i ."BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MU CLEARED UP.AND HAU LEDAWAY BYEnTHER CONTRACTOR OR OWNER U "ILUR E ,MECHANlc$ 9NLAW CANAESULT IN F A F. TO, COMPLYVITH TH INTS, I e R.IWILIDIN0. IMPROVEME t.49 PROP ERTY OWNER PAYING.TWICE,PO 144AL irk J* Ci:01:0, ED ACCORDING TO APPROVED PLANS W 'HIS PERMITAND St HICH ARE PART OF T ED TION OF OV A, -APPLICABLE PR ISIONS,OF LAW. IFT iijw 'A I T, H BUILDING DEPARTMENT— T'IC S'EAC' wbo-44p�f. BY CITY OF ,4ROPERTY DESCRIPTION ? .ot Block 0--------Section OCEAN BOULEVARD !7T P.0.BOX 25 A P R 6 1993 ATIAFMC BEACH.FLORMA 32233 TELEPHONE 19b4)24912J95 lubdivislons- Z I Building and oning ;treet DESCRIPTION OF WORK )r Add,,.. 19 in a FLOOD HAZARD Zone'.I--------------area complete page 3* Brief Descriptions_,.'��L#- -- --------- Class of Works (New/RemodoliAdditlon)----K_ :ONING INFORMATION Type of Constructions ------------- :cning Proposed listricts---------Uses-------------- Estimated Vilue "-N------------- :xceptions or Materialoss-------------------------- oriances Granteds................ --------- Solid or ------------------------------------------ Filled LL OWNER INFORMATION Grounds-------------Roofs-- Method of Hastings Property Owners_ - Phone I P ------------------------------ "sill - ----------- ----------- h_x, ----------- Zip I---------------- CONTRACTOR INFORMATION Contractor a ---------------------- ---------- Phone:aq(.2 _(_ks SL Mailing - Addresse................ ------------------------------------------------ Zip:--------------- License Numberic-f-Ic 3 � Ct S �qsq Expiration Date$ I HERESY CCRTIrY TNAT I NATZ READ AND CXANIACD THIS APPLICATION AND XUCW1 THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS COP THE LAWS AND DRDIUANCCS GOVERNINO THIS TYPC Or WORX WILL Or CCHPLXCD WITH, WUXTUCR SFtCIr1CD 99*9111 OR NOT. THE GRANTING Or A PCOMIT DOCS NOT rResumc To GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS Or ANY FEDERAL. STATC OR LOCAL RULES, .41 REGULATIONS. ONDXNANCCN, ON LAWS IN V)MANNERi INCLUDING THE GOVERNING Or CONSTRUCTION OR Ttqr CT PCRFORMANCZ OF CONSTRUCTION DIP THCFROJ UNDERSTAND THAT THC.,"SUAHCC or THIS PERMIT 15 ON COUTINOENT UPON TUC AbOVC 2NFO;7Ar20NNSjIHOft Ut AND CORRECT ANO-'riAT TUC PLANS AND SUPPORTING DATA HAVE 8CCN OR SUALL� 89 PRO �m Ass EQu CO. -A DAW Owner Signatur Date Contractor gignaturo - ------- -- --------Date-------- CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. �__BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 12-- WATER CLOSET WATER CLOSET, TANK OPERATED, (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) /—LAUNDRY TRAY (2) jAVATORY (1) C COMBINATION SINK AND TRAY (3) W 1 ASHING MACHINE (3) POT, SCULLERY SINK (4) -DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) ___O_KITCHEN SINK (2) DENTAL LAVATORY (1) _L_KITCHEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (112) BLOWOUT (2) LAVATORY, BARBER/BEAUTY LICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) _JACUZZI (2) URINAL STALL, WASHOUT (4) e %) TOTAL FIXTURE UNITS $20.00 EACH $ JOB INFORMATION_ FLA. 1967 LAWS RAUCO F001M 400 FS Natt'jer of Tomm, rurrmlent IF49PARC IN Igo fullain it mag concent.- The undersigned hereby informs all concerned that Improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following Information is stated in this NOTICE OF COMMENCEMENT. Description of properly..... ........... ±.4............. k`e'e— GN. to plat thereof recorded in plat books of the current public records of Duval C6unty Fla. .................................. General description of improvements...............gqRqtX:Agtion of Single Family Residence --with....ga.g.aLg.er _qn._�goncrete slabl ............................................................. RETURN TO: JIM 6620 SOUTHPOINT DRIVE #400 JX.FL. 32216 ......................... ...........I......................... Owner.....-CENTEX REAL....ESTATZ....0"PBATION ... . ....................................... ............... 6620 SOUTHPOINT DRIVE #400 JX. FL. 32216 ress ................................... FEE SIMPLE Owner's interest in sRe of the improvement...................... Foe Simpl* Till* holder (if other than owner) Nam*......................................................................................................................... ........................................................................... SAME AS OWNER Contractor— ....................................................... Address................... ................................................................. Surely (if —Afflotin! Of bond Name of person within the State of Florida designated by owner upon whm Wices or other doctiments May 6 served. ARTHUR DAY Nam* 6620 Southpoint Dr S Suite 400 Jacksonville, Fl 32216 ..................................................................................... ................................- In addition to himself, owner designate!;the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill In at Owner's option). Namo,.................................................................................................. TRUSS SPECIFICATIONS FOR Centex Lot 144 SLS The numbers listed below are a list of truss specifications for the project named above. These specifications are attached herewith and have been prepared under the responsible charge of 6e PK4eslimml W1WM"Mis affmad oft fts Nam shoe M Wcordmae W*k Fk,"& Sbuft cbm"M X-1 =A Rdes c#tat fkwvk Dqmrftma 4 riakwoomil Rmdaum Chopwr--IH-::3 VtMWA MMOM IWTE 1M.6Z lef 14 04-n:"" 1646Z 2of 14 04-25-1993 16W 3*f 1.4 04-28-1993 164U 4of 14 04-28-129 16"Z Saf 14 04-28-1993 164U 6of 14 04-26-1993 164U 7of 14 04�Z%-1993 16462 Sof 14 04-28-IW3 16462 9of 14 04-28-1993 16462 10014 04-28-1993 16462 11014 04-28-1993 16462 12of 14 04-28-1993 16462 13014 04-28-1993 16462 14014 04-28-1993 A' 40RIO 11 LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) 0- INDICATES LATERAL BRACING MEMBER (tX4 MIN.) SPECIES BRACED BY EITHER 3/8- (MIN) PLYWOOD SHEATHING. 1/2- 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT, AND IS OF WI AND 192 MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT GMER ALLOWABLE STRESS VALUES, ALL VALUES USED 5) TOP CHORD SPLICES APE NOT PECOW41EMXD TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' O.0 (MAX�. TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBL ISMEO BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS; UBC 2342. FHA TCB 2Ot4. SOCC it) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY151 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 86-125 BRACED BY EITHER 3/0' (MIN.) PLYWOOD SHEATHING. 1/2* TIONS FDA METAL PLATE CONNECTED WOOD TRUSSES AND 2) THI S DE S IrN 15 BASED ON CLARY CONNECTOR PLATES ONLY. 0) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT t6' o.c. QUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (WAXI. UNLESS NOTED OTHERWISE. t6j NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH 4ACAOSS SLOTS) WITH THIS DES18N 12) INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN"INS SHIPPING AND a V LE WTM CALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE KIB-93 FOR RECOMMENDATIONS SIZE CALL OUT IS THE DIRECTION OF THE PLATE LENGTH. IDENTICAL LOA01MG AND COW IGURATION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR BUILDING TYPE: ENCLOSED RESIDENTIAL i -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBIL17Y OF FABRICATOR, COM: STANDARD BUILDING CODE (SBCCI 091) -ANY I C I FATED HOP I ZONTAL MOVEMENT UNDER TOTAL LOAD I%' WIND SPEED: ItO MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (S el ... UPLIFT CONNECTION REQUIRED: 1993f/AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REOUIREMENTS. PAM 6-3-8 8-8 5-2-12 5-6-4 5-4-7 5-6-3 5-4-7 3-0-0 Al 74 167 PLF 1-5-JA 02 02 02 1-5-14 2x4 2x4 2x4 7-8-0 34-b-0 Max Height 3-10-3 12 129# 129# 12 M Cq X 11 .7101 CU 12XIO 4x4 >)e4 fn 498710 1924# .'af)" 3E__ (3.5164% (3.5)27% fn 7xB 12x 10 4x4 3x5 clu 311" 4 1234# 12 (3.5117% 6-3-8 8-8 5-2-12 5-6-4 5-4-7 3-0-0 2 45 20 PLF 5-6-3 5-4-7 __15y' 7-8-0 34-b-0 5t" 6de -2557 673 -7FA 4328 56�0 -1292 3G60 -4374 -4329 3068 5881 -35243 -715 No trusses: I THIS TRUSS ANALY2ED WITH PPSA Maximum deflection occurred at bottom joint 02. Maximum PPLive Load Deflection of .15' (2/16). Index-.255. (L/1408) FASTEN TOGETHER WIIR 2 Members Required Maximus PPTOta1 Load Deflection of .235' (4/15). Index-.267. (L/8991 "TOP 10d NAILS 12"O.C. GOT 10d NAILS 12'O.C. WES JOd NAILS 12"O.C. FASTEN AT OR HEAR ALL PANEL POINTS. 00 NOT MAIL OR SOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING 11PSF) TC LUMBER TRUSS: 37'0* SH:__7_ T-I ALPINE ENGINEERED PRODUCTS Inc V_;?OOO 2-0-0 LL TC 30 2X6 #1 Do SP ENG. FOFt TRUE TRUSS INC - Isot S. GSW PKWY. BC LUMBER PROJECT: CENTEX LOT 144 SLS DATE: 28 Apr 1993 GRAND PRAIRIE, TX 75051 7.1 7.4 DL Tc 7 2X6 #I Ds SP LAYOUT 10: J2141 550-3940 I`NC--PM-ST_L LL OC 0 WEBS 1�lq MEMBER TRUSS PLATE INSTITUTE 1070 33.33 DL BC 10 2X4 #3 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 1) LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 0' INDICATES LATERAL SPACING MEMBER (IXA MIN.) SPECI ES. AND 192 MAXI MUM MOISTURE CONTENT. OR SUCH THAT THE JOINT, BRACED BY EITHER 3/0 (MIN) PLYWOOD SHEATHING. 1/2 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AM IS OF HI GHER ALLOMABLE STRESS VALUES. ALL VALUES USED 5) TOP CHORD SPLICES APE NOT RECOMMENDED TO OCCUR (WIN) DRYWALL OR BRACING MEMBERS SPACED 10' Q - (MAX). TEMPORARY BRACING SHOULD RE DONE IN ACCOP43ANCE WITH FOR DEST ON ARE BASED ON THE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS N07EU OTHERWISE. ELF41ENT TPI BRACING AND EFIECT10N PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED By THE MA710HAL 7) V-2000 APPROVAL NU"9ERS: UBC 2342. FHA TCS 2014. SOCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO Of CONTINUOUSLY15) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FORE ST PRODUCTS ASSOCIATION. 7251. BOCA FILE 06-t25 BRACED BY EITHER 3/0' IMINA PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN 15 BASED ON CLARY CONNEC70P PLATES ONLY. 0) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (WIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16* a C. QUAL17Y STANDARDS FOP TRUSSES. 31 CONNECTOR PLATES SI A S ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAX). UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY OF CUT OR MODIFIED IN ANY MAY. 4) CONNECTOR PLATE S IZES ARE CALLED OUT WIDTH IACROSS SLOTS) WITH THIS DESIGN 121 gB INDICATES GEAAIH0 LOCATION 01 SPECIAL HANDLING CARE SHOULD BE TAKEN OURINO SHIPPIND ANO BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPEC7ION OF TRUSSES SEE MID-91 FOR RECOMMENDATIONS SIZE CALL OUT IS THE DIRECTION OF THE PLATE LEKTH_ IDENTICAL LQAGLM-AND CONFIGURATION. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. BUILDING TYPE: ENCLOSED RESIDENTIAL -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. CODE: STANDARD BUILDING CODE (SBCCI 1991) -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE WIND SPEED: 110 MPH PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY MEAN ROOF HEIGHT: 13 FT. OF THE TALISS FABRICATOR OR CLARY. TRUSS LOCATION: (Se)4res., -ANTICIPATED HOF412ONTAL MOVEMENT UNDER TOTAL LOAD - .086* UPLIFT CONNECTION RE I E . 959'11 AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REQUIREMENTS. 3-6-12 3-6-12 RUN 6-3-S 4-2-12 4-6-4 7-1-8 5-0-0 RUN 74 PLF 1-5-14 1-5-14 Max Height 4-10-3 12 12 6 C7, 3xA X 5x5 6*6 3x4 A/\ 22' [3. 2251# 760# 5x8 3x4 0 [3.5180% 13.5130% 3x8 3x4 '16 668# 3X5 3XG -.:n 4 13.5126% 12 20 PLF 6-3-0 0-9-0 7-1-8 7-1-0 5-0-0 E_ 1-4-0 1-4-0 37-0-0 Forces(L-R) TOP TOP BOT WEBS WEBS A4 44 IA26 A78 -101 _t5se 1342 -955 200 -603 -299 67 -479 -ASS 914 1767 858 -1692 1767 778 -247 -302 -1653 -779 916 -96B -693 No trusses: I THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 45.66* from the left end of bottom panel 01. Maximum PPLIve Load Deflection of .115' (2/16). Index-.196. (L/1837) Maximum PPTotal Load Deflection of .181" 13/16). Index-.206. (L/1167) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING JPSF) TC LUMBER TRUSS: 37'0* SH-9 T-2 ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOFt TRUE TRUSS INC JODI S. GSW PKWY. BC LUMBER PROJECT: CENTEX LOT 144 SLS DATE: 28 Apr 1993 G(2t4) 650-3940 -PLATE AREA: ---T-Nt-.-FOR-STL LL BC 0 WEBS LAYDUT I 2OF RAND PRAIRIE. TX 75051 7.1 7.4 DL Tc 7 2X4 #2 N SP 0: 526 33.33 DL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER I R LISS P LATE INS TITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 11 LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CNRIECTDR PLATES SMALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) 0' INDICATES LATERAL BRACING MEMBER (014 MIN.) SPECIES, AND in MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED By EITHER 3/8" (MIN) PLYWOOD SHEATHING. 112' t4) INSTALLATION AND S%ECIIO"OF THE TRUSS, PERMANENT, AND I S OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 5� TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' 0 C. (MAX) TEMPORARY SPACING SHOULD BE DOW IN ACCOPDA"CE WITH FOR DESIGN APE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTNERMISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. ,I O"AL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 23A2. FHA 7CS 2014. SSCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO Of CONTINUOUSLY25) THIS DESIGN CDNFOFWS TO CURRENT TPI DESIGN SKCIFICA- FOREST PRODUCTS ASSOCIATION. 725t. BOCA FILE 65-te!l BRACED BY EITHER 3/8" IMIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY 81 THIS TRUSS HAS BEEN DESIGNED FOP THE LOADING SHOWN (MIN.) DRYWALL 04 BRACING MEMBERS SPACED AT It' 0,C. QUAkIIV STANDARDS FOR TRUSSES, 5) CONNECTOR PLATES SIZES APE BASED ON AXIAL FORCES ONLY. ON 0415 DRAWING. INSIAtl ATTON AND USt S14AIL CONFORM (MAX). UNLESS NOTED OIHFRWISF.. 15) NO MEMBER OF THE tWAS WAY BE CUT OR MODIFIED IN AW MAY. 41 CONNECIOA PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOISI WITH THIS OESI ON W EM INDICATES OCAP1140 LOCAIIONL 171 SPECIAL HANDLING CARE SHOULD BE TAKEN"IND SHIPPING AND By LENGTh (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE 10 SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE MID-91 FOR FIECOW4ENDAIIDNS STYE CALL OUT 15 THE DIRECTION OF THE PLATE LENGTti, IDENTICAL LOADING AND CQWIGUPAIION -CONFIGURATION AM LOADING SPECIFIED BY FABRICATOR BUILDING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE MEMBER STRESSES NOT USED, CODE: STANDARD BUILDING CODE (SBCCI 1991) -ADDITIONAL PLATING FOR HANDLING IFIU55ES IS RESPONSIBILITY OF FABRICATOR. WIND SPEED: 110 MPH -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND 15 NOT THE RESPONSIBILITY MEAN ROOF HEIGHT: 13 FT. OF THE TRUSS FABRICATOR OR CLARY. TRUSS LOCATION: (Se) area -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - �132* UPLIFT CONNECTION RE(;U TRED: AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND_ll_ABOVE_FOA CHORD BRACING REGUIPEMENTS. 3-4-0 RUN 6-3-0 4-8-8 5-2-4 5-5-124-2-0 4-2-0 3-7-8 RUN 1-5-14 1-5-14 74 PLF Max Height 5-10-3 12 12 3x4 6 P11 3x5 S1141 25380 352# 3x 10 3xS 13.5)90% 13.5113% 04 694o 789# 13.5)31% 3x6 _,::a 4 20 PLF 5-2-4 5-5-12 -0-4-0 7-0-0 1-4-0 37-0-0 Forces(L-R) TOP TOP DOT NESS PESS AA 44 2047 703 -295 -2255 1936 -t495 -320 -644 494 503 296 -033 -964 296 _052 -4A7 1932 129 1962 147 -iAAO 200 -t435 _19t 932 No trusses: I THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred at bottom )oint 02. Maximum PPLive Load Deflection of .182* (3/15). Index-.253. (L/1419) Maximum PPTotal Load Deflection of .285" (5/16). Index-.265, (L/905) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" SH-11 T-3 ALPINE ENGINEERED PRODUCTS InC V2000 2-0-0 LL Tc 30 2X4 #2 N SP ENG. FOFk: TRUE T"S INC toot S. Gsw PKwY. 7.4 BC LUMBER PROJECT: CENTEX LOT 144 SLS DATE: 28 Apr 1993 GRAND PRAIRIE. TX 75051 7.1 _KT_E__ k_r_C7_F _ST_ DL TC 7 WEBS 2X4 #2 N SP LAYOUT 10: J21[4) 650-3940 AAEK�. N 09 L LL BC 0 540 33.33 DL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/a 11 LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON i0j ALL TENSION CHORD MEM13CPS ASSUMED 10 BE CONTINLKIUSLY 131 0' INDICATES LATERAL GRACING MEMBEIi J4XA MIN I SPC CIES AND 192 MAXIMUM MOISTURE CONTCNI� OR SUCH THAT THE JOINT SPACED BY EITHER 3/9- IMIMI PLYWOOD SHEATHING. 1/2- IAI INSTALLATION AND ERECTION OF THE TRUSS. PIAMAPIENT. AND IS Of HIGHER ALLOWABLE STRESS VALUES. ALL VALUES U5fO 6) TOP CH(M SPI ICFS ART NOT RECOMMENDED TO OCCUR THIN DRYWALL ON W�ACJNU MENKMS SPACkU 10' 0 C INAA) VEMPORARV PAACING SHOULD K UUNI IN ACCOPOANCt WITH FOR DESIGN ARE BASED ON IME LATEST EDITION Of THE NA DIRECILY ABOVE A SUTTON C"DRO SPLICE. UNLESS NOTED OTHERWISE CURACHT TPt BRACING AND ERECTION PUBLICATIONS, TIONAL DESIGN STANDARDS PUBLISHED BY THE NAIIDNAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA ICS 2014. SOCC III ALL COWPAE5SIDN CHORD MEMBERS ASSUMED TO BE CONTINUI)USLY15) THIS C*51CN CONFORMS 70 CUFftNT TPI DESIGN SPECIFICA- FOREST PFK)DUCTS ASSGCIATIOw 7251, BOCA FILE B6-125 SPACED BY EITHER 3/6' (MIN.) PLYWOOD SHEATHING. 112* TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 8) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16* a C. QUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM fWAX). UNLESS M07EO OTHERWISE. 25) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY itAy. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE I TRUSSES OF ,=OPTEF.1 SPAN ERECTION OF TRUSSES SEE hIG-91 FOR RECOMMENDATIONS SIZE.CALL OUT IS THE DIRECTION OF THE PLATE LENGTH. IDENTICAL LOADING AND Cott JIM -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. BUILDING TYPE: ENCLOSED RESIDENTIAL -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. CODE: STANDARD BUILDING CODE (SBCCI 1991) -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE WIND SPEED: 110 MPH PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY MEAN ROOF HEIGHT: 13 FT. OF THE TRUSS FABRICATOR OR CLARY. TRUSS LOCATION: (Se) area -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - 105" UPLIFT CONNECTION REOUTRED:10379 AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 1i ABOVE FOR CHORD BRACING AF-GUInFMFNTS. 3-2-8 RUN 6-3-8 3-5-0 4-2-4 4-5-12 6-4-0 4-4-0 4-7-8 RUN 1-5-14 1-5-14 74 PLF Max Height 5-10-3 12 X 12 3x4 6 P, ri en 26�2# 2840 v 0 1 (3.5195% 13.5111% 7%5 3x5 1& 742# 3xe 3x4 13.5129% 3xG _:I 4 12 20 PLF 0-8-0 6-4-0 9-0-0 1-4-0 37-0-0 1-4-0 Forces(L-P) TOP TOP DOT HESS 44 AA 1766 -317 -1957 605 1426 -1919 -643 -579 -161 -460 _i96 -82 -66 1078 17tO -1536 1710 -ASS 567 -1550 171 376 -452 No trusses: I THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 65.64" from the left end of bottom panel 01. Maximum PPLIve Load Deflection of .15* (3/16), Index-.222. (L/15JAI) Maximum PPTotal Load Deflection of .25" (4/16), Index-.232. (L/1033) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IIPSF) TC LUMBER TRUSS: 37'0' SH-13 T-4 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOPt TRUE TRUSS INC 1801 S. GSW PKWY. 7.4 BC LUMBER PROJECT. CENTEX LOT 144 SLS DATE; 20 Apr 1993 GRAND PRAIRIE. TX 75052 7.1 OL Tc 7 2X4 #2 N SP 1214) LAYOUT 10: ol 660-3940 L T"AfW--t INC—. TDA-STC_ LL BC 0 WEBS MEMBER TRUSS PLATE INSTITUTE 470 33.33 OL BC 10 2X4 #3 SP ADDRESS: SCALE: TOTAL 47 EX CEPT ASMAY BE NOTED i-/8___ t) LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES, 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSU6*0 TO BE CONTINUOUSLY 13l -00" INDICATES LATERAL BRACING MEMBER (JX4 MIN.) SPECIES' AND J92 MAXIMUM MOISTURE CONTENT. OR SUCH THAI THE JOINT BRACE D By EITHER 3/a" (MIN) PLYWOOD SHEAYH!NG. t/2' IAI INS7ALLAT]ON AND EREC71ON OF THE TRUSS. PERMANENT. AND IS OF "IGHEP ALLOWABLE STRESS VALUES. ALL ALLIES SE 0) TOP C"OPO SPLICES ARE NOT RECOMMENDED TO OCCUR IMIN) DRYWALL OR BRAC I MG MEMBERS SPACED 20 a , (MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORD NCE WIT. F CS DES I GH ARE BAS:D ON THE LATEST EDITIONVOF THEUNAD G IRECTLY ABOVE A BOTTOM CHORD SPL I CE. Uw ESS NOTED OTMEPWI SE CLIPPENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED By THE NATIONAL 7) V-2000 APPROVAL NUMBERS: URC 2342. F.A TCB 2014. S9CC III ALL CDAMVWSSION CHORD MENWERS ASSUKED TO BE CONTINUOUSLY151 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 112' TIONS FDA METAL PLATE CONNECTED WOOD TRUSSES AND 21 THI S DESI"' IS BASED ON CLARY CONNECTOR PLATES ONLY 9) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN 4MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' 0 C. QUALITY STANDARDS FOR TRUSSES. C 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAXI. LW&ESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED IN ANY WA�, 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN Q) INDICATES GEARING LOCATION. 0) SPECIAL HANDLING CAPE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH IALONr SLOTS) THE ORIENTATION OF I 1* THIS DESIGN IS LICA13LI 1.SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE"18-9t FOR RECOMMENDATIONS SIZE CA" OUT I. OF ','A.LENGTH. I.E.ICAL L,,I�;PAW CO"', T 'U"TI.N -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR BUILDING TYPE: ENCLOSED RESIDENTIAL -REPET TIVE MEMBER STRESSES NOT USED. CODE: STANDARD BUILDING CODE (SBCCI 1991) -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. WIND SPEED: 110 MPH -THIS TRUSS IS DESIGNED ONLY FDA THE LOADS SHOWN. PROVISION FOR THE MEAN ROOF HEIGHT: 13 FT. PREVENTION OF PONOM MUST BE MADE AND 15 NOT THE RESPONSIBILITY TRUSS LOCATION: (Se) area OF THE TRUSS FABRICATOR 09 CLARY. U RED_ -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - t52' UPLIFT CONNECTION REO I . AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REQUIREMENTS. 3-3-0 3-11-12 RUN 5-10-4 5-10-4 3-8-4 3-4-0 5-4-0 5-7-8 RUN 1-5-14 1-5-14 74 PLF Max Height 7-10-3 12 "ZI 5 12 5*5 3x4 n, X V_ 12 6 83 -5*11 4111, 226'9# 447# 5')(5 3X 4 9620 13.5117% 3x5 13.5181% 3xB 13.5127% 3%ji 5x5 Ax4 -3 4 20 PLF 12 3-3-8 3-4-0 5-10-4 5-10-4 7-8-0 11-0-0 #2 02 02 02 #2 1-4-0 2X4 2x4 2x4 2x4 2x4 1-4-0 Forcesfl.-R) 37-0-0 TOP top SOT WEBS WEBS 44 AA 3229 1016 -t003 -3491 3081 -1945 466 -1355 It5o 341 -559 -513 -74 -941 -350 -325 -97 712 169 859 B41 -1230 428 -321 -278 -1t57 No trusses: 2 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 23.42* from the left end of bottom panel 02. Maximum PPLive Load Deflection of .225' (4/16). Inaex-.3. (L/1201) Maximum PPTotal Load Deflection of .353* (6/16). Index-.313. (L/766) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING iPSF) TC LUMBER TRUSS: 37*0* SH-15 7-5 ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC 1001 S. GSW PKWY. BC LUMBER PROJECT: CENTEX LOT 144 SLS DATE: 28 Apr 1993 GRANO PRAIRIE. TX 75051 7.1 7.4 _9T_ DL TC 7 2X6 #1 Ds SP 0: �OF 1214) 660-3940 -PLATE_AAU-_X T09 L LL SC 0 WEBS LAYOUT 1 554 33.33 DL SC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 I - A 0 LUNG;.SHALL BE OF THE SPECIFIED MINIMUM GRADES, 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON fO) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 10' INDICATES LATERAL BRACING MEMBER (IX4 MIN I SE ICS. AND 19%MAX I MUM MOISTURE CONTENT, OR SUCH THAT THE JOINT BRACED by EITHER 3/8" (MINI PLYWOOD SHEATHING. 112' IA) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND P ST a IS OF HIGHER ALLOW:DLE RESS VALUES. ALL VALUES USED I Top CHORD SPLICES ARE NOT RECOWNENDED TO OCCUR THIN) DRYWALL OR SPACING MEMBERS SPACED 10' 0 C (MAX) TEMPORARY SPACING SHOULD BE DONE IN ACCOF43ANCE WITH FOR DESI ON ARE BASED ON THE LATEST EOIIION OF THE NA- 01 RECILY ABOVE A BOTTOM CHORD SP ICE. UNLESS NOTED OTHERWISE CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DES I GN ST ANDARDS PUBLISHED By THE NATIONAL 7) V_2000 APPROVAL NUMBERS: UBC 2342. FHA 7C9 2Ot4. SOCC 11) ALL COMPRESSION CHOW MEMBERS ASSUMED TO BE CONTINLKXJSL'd5) THIS DESIGN CONFORMS TO CUFWNT 7PI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 86-125 BRACED By EITHER 3/8' (MIN.� PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN 15 BASED ON CLARY CONNECTOR PLATES ONLY 8) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN TWIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' 0— OUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZE 5 ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAXI. UNLESS NOTED OTHERWISE. IS) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 4) CONNECT on PLATE 5 IZES ARE CALLED OUT W I DIN IACAOSS SLOTS) WITH THIS DESIGN W JS INDICATES BEARING LOCATION. 0) SPECIAL HANDLING CARE SHOULD BE TAKEN DUAING SHIPPING AND BY LENG TH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE KID-St FOR FIECONKNOATIONS SIZE CALL OUT HE PLATE LENGTH. IDENTICAL LOADING NO CONFIGURATION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR BUILDING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE MEMBER STRESSES NOT USED. CODE: STANDARD BUILDING CODE (SBCCI 1991) -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. WIND SPEED: 110 MPH -THIS TRUSS 15 DESIGNED ONLY FOP THE LOADS SHOWN. PROVISION FOR THE MEAN ROOF HEIGHT: 13 FT. PREVENTION OF PONOING MUST BE MADE AND IS NOT THE RESPONSIBILITY TRUSS LOCATION: (So) area OF THE TRUSS FABRICATOR OR CLARY. UPLIFT CONNECTION REQUIRED: ?39 At AT EACH SUPPORT LOCATION. -ANTICIPATED HORIZONTAL MOVEMENT LM40ER 70TAL LOAD - W NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REQUIREMENTS. 3-3-8 1-4-0 AUN 4-8-0 4-4-8 4-8-0 5-6-0 6-4-8 6-7-8 AM 1-5-14 1-5-14 M8X Height 8-10-3 74 PLF 12 X CIO 12 1A 6 F_;1 0 C3 CID C" 2360# 391# 927# (3.5184% *9 en 116 (3.5126% 31111 5xii 3x5 3x4 emu _.�3 4 20 PLF 12 3-3-8 1-4-0 6-10-4 6-10-4 5-8-0 6-4-0 6-7-8 #2 02 02 02 02 #2 ForceslL-P) 1-4-0 2X4 2x4 2X4 2x4 2X4 2x4 1-4-0 TOP TOP BUT WEBS MESS 37-0-0 44 AA 2959 -84 -829 -3214 1186 t938 459 -3196 577 -568 _BO5 -1019 AS 683 166 -146 -64B -791 705 65 722 813 65 -1255 805 _5tI -157 -t315 No trusses: 2 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 27.42' from the left end of bottom panel 02. Maximum PPL!ve Load Deflection of .233* (4115). Index-.31. (L/1160) Maximum PPTotal Load Deflection of .365" (6/16). Index-.324, (L/740) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING fPSF) TC LUMBER TRUSS: 37'0" SH-17 T-6 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC 1801 S. GSW PKWY. SC LUMBER PROJECT: CENTEX LOT 144 SLS DATE: 28 Apr 199J GRAND PRAIRIE. TX 75051 7.1 7.4 OL TC 7 2XG #1 Ds SP LAYOUT 10: OF —KAEK WEBS 1214) 650-3940 -PLATE k L LL BC 0 16 1 q 662 33.33 DL BC I D 2X4 #3 SP ADDRESS: P4F,MEE A TRUSS PLATE INSTITUTE IOIAi 41 F)(CFPF AS MAY BE NOTED Nv 11 LUMBER SMALL BE OF IMF. SPECIFIED MINIMUM SPACES. 61 COUNECTDR PLATES SHALL BE INSTALLED Sy"TAICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 50)` INDICATES LATERAL SPACIUG MEMBER (1X4 MIN.) SPECIES, AND 192 MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/8- (MIN) PLYWOOD SHEATHING. 112- 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP CmOPO SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL 00 SPACING MEMBERS SPACED 10 0 c (MAX), TEMPORARY SPACING SHOULD BE DONE IN ACCOPOAHCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION Of THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE� UNLESS NOTED OTHERWISE. CURRENT TPI SPACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED By THE NATIONAL 7) V-2000 APPROVAL NUMBER& UBC 2342. FHA TCS 20%4, SBCC It) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONIINUOUSLY15) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PP40MYS ASSOCIATION. 7M. BOCA FILE 06-125 BRACED BY EITHER 3/9" IWIM�) PLYWOOD SHEATHING. 1/2* TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 0) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' a c. GUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES AM BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM 4MAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED IN ANY WAV. 4) CONNECTOR PLATE SIZES ARE CALLED WT WIDTH 1ACPOSS SLOTS) WITH THIS DESIGN 121 gS IN131CATES SEARING LOCATION t7) SPECIAL HANDLING CARE SHOULD BE TAKEN"ING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION Of THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TFUSSES OF ERECTION OF TPAJSSES SEE HIS-91 FOR RECOMMENDATIONS CTION OF THE PLATE LENGTH- IDENTICAL LOMING AND CONFIGURATION. BUILDING TYPE: ENCLOSED RESIDENTIAL -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR CODE: STANDARD BUILDING CODE (SBCCI 1990 -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. WIND SPEED: Ito MPH -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE MEAN ROOF HEIGHT: 13 FT. PREVENTION OF POODING MUST BE MADE AND IS NOT THE RESPONSIBILITY TRUSS LOCATION: (Se) area OF THE TRUSS FABRICATOR OR CLARY. UPLIFT CONNECTION REOUIRED: f,'00 It AT EACH SUPPORT LOCATION. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD t97' NET WIND PRESSURES BASED ON DEAD LOAn P—t— —— SEE NOTES 10 AND 11 ABOVE S. 3-3-8 RUN 5-4-0 5-0-8 5-4-0 8-0 4-7-3 4-7-3 5-1-11 RUN 1-5-14 1-5-14 Max Height 9-10-3 12 74 PLF __�5 M SA 4. 112 11 pc.3s 4A Cl) 2031# 593# 'v. 1054# [3.5123% A)UP [3.5)72% 3x5 13.5130% 3X5 I'm 4)UA 5XII 3x5 4x8 30' 20 PLF -n A 12 3-3-0 7-10-4 7-10-4 3-8-0 6-10-12 —7-5-4 #2 #2 02 02 02 Forces(L-P) 1-4-0 2x4 2X4 2x4 2x4 2x4 1-4-0 TOP TOP BOT NESS NESS --37-0-0-- 44 -622 3556 -96 -997 -3858 44 1413 2331 -605 -3846 721 -650 477 -1232 -231 764 -350 -240 61 -894 -122 494 -214 236 1057 477 -1020 -376 -503 No trusses: 2 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 31.42* from the left end of bottom panel 02, Maximum PPLive Load Deflection of .31" (5/16). Index-.413. (L/872) Maximum PPTotal Load Deflection of .406" (8/16). Index-.432. (L/556) CLARY DIVISION PLATE TYPE: 0 C. SPACING LOADING IPSF) TC LUMBER TRUSS: 37'0" SH-19 T-7 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENS. F'Ok TRUE TRUSS INC 1801 S. GSW PKWY. BC LUMBER PROJECT: CFNTEX LOT 144 SLS DATE: 28 Apr 1993 GRAND PRAIRIE. TX 75051 7.1 7.4 OL TC 7 2X6 #I Os SP LAYOUT ID J214) 660-3940 -PEAT-E-AREV., T_Nt_. _r6R__9T_L_ Lt BC 0 WEBS 4 MEMBER TRUSS PLATE INSTITUTE 654 33.33 OL BC 10 2X4 03 SP AODAESS: SCAL E- TOTAL 47 EXCFPT AS MAY HE NOTFD 1 1/8 I I LUMBER SHALL ME OF THE SPECIFIED MINIMUM GRADES, hI CONNICID14 tnAKS SHAI I BE INSTALtED SYMWINICAtLy ON III) ALL TENSION CHIM MtMFIFAS A%510*0 ID III, CONIJUUOU%LY 131 INUICATt.IAICPAA SMACING MIMfttA (104 MIN I SPECIES' AND 19%MAXIMUM MOISTURE CONTENT. 04 SUCH THAI THE JOINT OPACCOOBSY EITHER 3/9" [MIN) PLYWOOD SHEATHING. 112' IAI INSTALLATION A140 ERECTION OF THE TRUSS, PERMW4ENT, AND IS OF HIGHER ALLOWABLE STRESS YALUES. ALL VALUES USED I OP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR IN IN) Y WALL 00 SPACING MEMBERS SPACED 10' 0 t IMAX) TEMPORARY SPACING SHOULD BE DONE IN ACCOP43AWX WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. uHLESS NOTED OTHERWISE CURRENT TPt SPACING AN13 EPECTION PUBLICATIONS. T TONAL DES I GN ST ANDAROS PUBLISHED by THE NATIONAL 7) V-2000 APPROVAL NUMBERS: USC 2342. FHA ICB 2Ot4. SOCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLAS) THIS DESIGN CONFORMS 10 CLF44ENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 96-t2b SPACED BY EITHER 3/0" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FDA METAL PLATE CONNECTED WOOD TRUSSES AND 2) THIS DESIGN IS ON"ECTOR PLATES ONLY. 6) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN WIN.) ORYMALL OR BRACING MEMBERS SPACED AT 16' a C_ GUALITY STANDARDS FDA TRUSSES. ATE:ASEO ONACLARY C 3) CONNECTOR PL SIZES RE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AMD USE SHALL CONFORM (MAX), UNLESS NOTEDIOTHEAM I SE. 15) NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED IN ANY WAY. 4) CONNE CT OR PLATE SIZES ARE CALLED OUT WIDTH IACAOSS SLOTS) W17H THIS DESIGN 12) g8 INDICATES BEAR NO LOCATION 0) SPECIAL HANDLING CAPE SHOULD BE TAKEN DURING SHIPPING AND BY Ll NOT" (ALONG SLOTS) AND THE ORIENTATION Of THE 91 THIS DESIGN IS APPLICABLE To SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE hIB-92 FOR RECOMMENDATIONS 512E CALL .1 1.IT, rE LENGTH, IDENTICAL LOADING AND CONFIGURATION. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR. -ANT I C I PATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .181' BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEEO: ItO MPH MEAN ROOF HEIGHT: 13 FT. 3-3-8 2-2-0 TRUSS LOCATION: (Se) area 5-7-1 5-8-13 4-7-3 4-7-3 5-1-it UPLIFT CVNNECTION REQUIRED: 957 0 AT EACH SUPPORT LOCATION. RUN PAJN NET WIND PlIESSURES BASED ON DEAD LOAD SHOWN BELOW. 1-5-14 1-5-14 SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REQUIREMENTS. Max Height 10-7-3 12 74 PLF 5 12 371# - 23�3# 9140 13.5) 14% vz�� 13.5185% 5$5 3x5 [3.5126% ,w 30%5xis 3x5 20 PLF =3 4 12 3-3-8 8-8-2 0-6-5 2-2-0 6-10-12 7-5-4 ForcesfL-P) 02 #2 02 #2 02 TOP TOP SOT WEBS WEBS J-4-0 2x4 2x4 2x4 2x4 2x4 1-4-0 44 4A 2981 -05 -621 37-0-0 -3227 982 2164 ASO -32-10 282 -640 -357 -757 -698 773 45B -371 -935 365 73 -626 966 1395 253 _t90O -14B -2403 No trusses: 4 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 39.05* from the left end of bottom panel 02. Maximum PPLive Load Deflection of .316* (5/16), Index-.421. (L/855) Maximum PPTotal Load Deflection of .495* (8/16). Index-.44. (L/546) WARNING *** HORIZONTAL SHEAR CHECK REQUIRED CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING 4PSF) TC LUMBEA TRUSS: 37*0* SPECS T-8 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENS. FOR- TRUE TRUSS INC toot S. SSW PKWY. 7.4 BC LUMBER PROJECT: CENTEX LOT 144 SLS DATE: 28 Apr 1993 GRAND PRAIRIE. TX 75051 7.1 DL TC 7 2XG #I Os SP --FOR LL 13C 0 LAYOUT 10: (214) 660-3940 -P—LATE-WAEW-.-- -714C. STL wEBS 680 OL SIC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 1) LL04BEA SMALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SHALL BE INSIALLEO SVMMETAICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) 0" INDICATES LATERAL BRACING MEMBER (Ix4 MI..) SPECI CS. AND 19X MAX]-UM MOISILRE CONTENT, OR SUCH THAT THE JOINT BRACED BY E IT"E A 3/8" (MIN) PLYWOOD SHEATHING, 1/2" tA) INSTALLA11014 AND ERECTION OF IF* TRUSS. PERM,04ENT. AND 15 OF MI G�ER ALLOWABLE STRESS VALUES. ALL VALUES USED 51 TOP CIWM SPLICES ARE NOT MC014MENDED TO OCCUR (M 1 M) DR YWALL OR BRAC ING MEMBERS SPACED 10' o c (MAX), TEMPORARY SPACING SHOULD BE DONE IN ACCOMANCE WITH SIGN ESS NOTED 0 FOR DE APE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE UNL _ THERWISE. CURRENT IPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED By THE NATIONAL 7) V-2000 APPROVAL NUMBERS: LPSC 23A2. F�A TCB 2014. SSCC It) ALL CDMPRESSIDN CHORD MEMBERS ASSUMED TO BE CONTINUENSLY15) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED By EITHER 3/8" (MIN.) PLYWOOD SHEATHIHr 212* TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND L " THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 8) THIS TRUSS HAS BEEN DESIGNED FDA THE LOADING SHOWN IMIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16* 0 C. QUALITY STANDARDS FDA TRUSSES. 3) CONNECTOR PLATES SIZE S ARE BASED ON AX IAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. IS) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY XA�. A) CONNECT DR PLATE SIZES ARE CALLED OUT W I DIN (ACROSS SLOTS) WITH THIS DESIGN 12) g8 INDICATES BEARING LOCATION t7I SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HID-92 FOR RECOMWHOATIONS SIZE CALL ' THE PLATE LENGTH. IDENTICAL LOADING AND COW IGUFATIQN. -CONFIGURATION AM LOADING SPECIFIED BY FABRICATOR BUILDING TYPE: ENCLOSED RESIDENTIAL -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. CODE: STANDARD BUILDING CODE mccr i9go -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR IKE WIND SPEED: lio MPH PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBIL17Y MEAN ROOF HEIGHT: 13 FT. OF THE TRUSS FABRICAIOR OR CLARY, TRUSS LOCATION: (Se) area -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD .168' UPLIFT CONNECTION REOUIRED: AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It-ABOVE-FOR CHORD BRACING REOUIREMENTS. 3-3-8 Am 4-10-4 4-10-4 4-8-4 A-11-12 5-4-0 4-4-0 4-7-8 PAM 1-5-14 1-5-14 74 PLF max Height 5-0-3 12 sts 3x4 TIM 12 fn 3,4 en 669# 11,1 0 1907# 13.5126% 3x4 a, 1102# 13.5168% 3x18 3x5 5X5 4x4 3x4 (3.5)31% 20 PLF F_ 3-3-8 4-10-4 4-10-4 9-8-0 5-4-0 9-0-0 #2 02 02 #2 02 1-4-0 2x4 2x4 2X4 2x4 2x4 1-4-0 Farces(L-R) 37-0-0 TOP TOP BOT WEBS WEBS 4A 4A 3795 t192 -777 -4114 36t8 _200t 367 -Ie7B 1637 343 -429 -JI24 5to _66t -9iA 284 184 252 661 623 30B -It4O -407 -A46 _BO4 -982 No trusses: I THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 53.17' from the left end of tottom panel 04. Maximum PPLive Load Deflection of .261' (4/16), Index-.347, (L/1035) Maximum PPTotal Load Deflection Of .408" (7/15), Index-.352, (L/562) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' SH-9 T-9 ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL Tc 30 2X4 #2 N SP ENG. FOFL TRUE TRUSS INC IBOI S. GSW PKWY. BC LUMBER PROJECT: CENTEX LOT 144 SLS DATE: 28 Apr 1993 GRAND PRAIRIE, TX 75051 7.1 7.4 OL Tc 7 2X6 #1 Ds SP LAYOUT To: F 1214) 660-3940 --P-L A7SAAF-A- X--TNC---F0A--ST_L LL BC 0 wEBS 504 33.33 DL SC 10 2X4 #3 SP ADDRESS: SCALE MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/6' I) LUMBER SHALL BE OF THE SPECIFIED IMIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SIMMETRICAtLy ON 101 ALL TENSION CHORD MEMBERS ASSUMED 10 BE CONTINUOUSLY t3l �01" 1, ICATES LATEPAL 6PALItA MEMBER It A M IN I I AND 'H CA- EC. 0 1 '4 M SPECIES. AND 192 MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT GRACED BY EITHER 3/9" OWIMI PLYWOOD SHEATHING. f/2- 14) INSTALLAT ON AND ERECTION OF THE TRUSS. PERMANENT. AND I S HIGHER ALLOWABLE L LL VALUES USED 'I I OR CHORD SPLICES APE NOT RECOMMENDED TO OCCUR WALL OR BRACING MEMBERS SPACED 10' a C (MAXI. TEMPORARY BRACINr SHOULD BE DONE IN ACC.S-AMCE MIT,, OF STRESS V'UES IMIN) DAY D 0 a SIGN ARE a SED TE III S No E C " I. PI E A ON THE LA ST EDIIIDN OF I HE NA- KCTLY ABOVE A BOTTOM CHORD SPLICE. U!�ILES T D OTHERWISE. URRENT TPI BRACING AND ERECTION PUBLICATIONS. It ARDS PUBLISHE 0 1 A 71 "_ ONAL DESIGN STAND D V HE N TIONAL 20 00 APPROY AL NUMBERS: UBC 2342. F.A ICB 2014. SBCC III ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY151 THIS DESIGN C ONFDP1WS TO CURRENT TPI DESIGN SPECIFICA- F ORE 2 IT C I US ST PRODUCT S ASSOCIATION. 5 1. OCA F I LE 06-125 BRA ED BY ET HER 3/6" (MIN.) PLVWO0D SHEATHING. 1/2' TIONS FOR WTAL PLATE COWAECTEO 9000 TRUSSES AND a) THIS DESIGN 15 BASED ON CLARY CONNECTOR PLATES ONLY, al THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN I DRYWALL OR BRACING MEMBERS SPACED AT 16' D C� DUALITY STANDARDS FOR IPAJSSES� CONNE CTOR PLATES SIZES ARE BASE ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE $HALL CONFORM IMAX). UNLESS NOTED OTHERWISE. 161 NO MENGE A THE TRUSS WAY BE CUT OR MODIFIED IN AANV MAY. SI A NO .. 34� CONWC70R PLATE ZES RE CALLEOD OUT WIDTH IACPOSS SLOTS1 WITH THIS DESIGN 12) INDICATES BEARING LOCATION. 0) SPECIAL HAONFOLING CARE SHOULD BE TAKEN DURING SHIPPIP45 AAHO 11 . ONMENG V LENGTH (ALONG SLOTS1 ANO TME ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE hIB-91 FOR RECOMMENDATIONS 517F CALL OUT IS THE DIRECTION OF THE PLATE LENGTH. IDENTICAL LOADING AND C9W IGURAIION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR BUILDING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE MEMBE14 STRESSES NOT USED. CODE: STANDARD BUILDING CODE (SBCC1 1990 -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR, WIND SPEED: 10 MPH -THIS TRUSS IS DESIGNED ONLY FOR 104E LOADS SHOWN 04OVISION FOR INE MEAN ROOF HEIGHT: 13 F7, PREVENTION OF PONDING MUST BE MADE AND 15 NOT THE PESPONSIBILITY TRUSS LOCATION: (Se) area OF THE TRUSS FA13FIICATOR OR CLARY. UPLIFT CONNECTION REOUIRED. ?9?0 AT EACH SUPPORT LOCATION. -ANTICIFAIEL) HORIZONTAL MOVEMENT UNDER 70TAL LOAD - .154' NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REGUIREMEN7S. 3-3-8 3-10-4 3-2-8 RUN - 3-10-4 5-8-4 5-11-12 3-8-0 3-8-0 3-9-8 RUN J-5-14 1-5-14 74 167 PLF Max Height 5-10-3 30-b-0 12 129# in 3X5 3XA 12 Au SIS 6 [7-' w 7NE E IN A A R S EXCEEDEE fq A 5 REA LING A fu en 12380 4x4 4X4 3X5 2839# 13.5135% 211010 [3.5) 101%(5.351) 5X6 3x4 3%ji 5X6 4x4 3X8 (3.5132% -�3 4 t2 20 45 PLF 3-3-8 3-10-4 3-10-4 5-8-4 5-11-12 3-6-0 3-8-0 7-0-0 - 30-b-0 02 02 #2 02 1-4-0 2x4 2x4 2xA 2x4 1-4-0 514# 37-0-0 Forces(L-R) TOP TOP GOT WEBS WEBS 4A -2017 3783 tiV -2791 -4100 44 3604 -J796 _t9II _2080 1836 307 663 -1379 1159 -810 -707 -8156 -269 553 783 -056 1031 -390 -237 3AA 1540 -A76 -1032 17A2 IAOS -1 784 -1388 No trusses: I Special Loading; Refer to Loading Diagram THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 15.42* from the left end of bottom panel #2. Maximum PPLIve Load Deflection of .21" (3/16). Index-.28. (L/1207) Maximum PPTotal Load Deflection of .329' (5/16). Index-.292. (L/821) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" SH-7 T-10 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FDA. TRUE TRUSS INC 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX LOT 144 SLS DATE: 28 GRAND PRAIRIE. TX 75051 7.1 7.4 DL Tc 7 2X6 01 Os SP Apr 1993 t__I F4C__r6A_SrL LL BC 0 (214) 650-3940 __P�LAA Ek WEBS LAYOUT ID: 612 OL 8C 10 2X4 #3 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 AM I) LUMBE14 SHALL BE OF THE SPECIFIED MINI"GAAUCS� 61 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) fip' INDICATES LATERAL BRACING MENKA (SX4 WIN.) SPECIES. AND 192 MAXI"MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED By EITHER 3/9' (MINI PLYWOOD SHEATHING. 112' 141 INSTALLATION AND ERECTION OF THE TRUSS. PCRM04EWT. AND is OF mIGmEF1 ALLOWABLE STRESS VALUES. ALL VALUES USED 51 TOP CnOP0 SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MENSEPS SPACED 10* 0 C (MAX). TEMPORARY SPACING%"XD BE DOW IN ACrOROANCE WITn F OR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CMOR0 SPLICE. UNLESS"DIED OTHERWISE, CUPkRENT TPI BRACING AND EREC71ON PUBLICATIONS T IONAL DESI GN STANDARDS PUBLISHED By THE NATIONAL 7) V-2000 APPROVAL NLOABERS: U0C 23A2. F"A TCR 2014. SOCC III ALL COMPRESSION CHOW MEN13ERS ASSUMED TO BE CONTINUOUSLY15) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED By EITHER 3/9" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN qMIN.1 DRYWALL OR BRACING MEMBERS SPACED AT 16' O,C. OIJA"TV STANDARDS FOR TRUSSES. 3, CONKCTOA PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAX). UNLESS NOTED OTHERWISE 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 41 CONNEC70P PL A TE SIZES ARE CALLED OUT WIDTH 1ACROSS SLOTS) WITH THIS DESIGN 12) EM INDICATES BEARING LOCATION 171 SPECIAL HANDLING CARE SHOULD BE TAKEN bUAtNG SHIPPING AND by LE MGT" (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE"18-91 FOR RECOMMENDATIONS SIZE CALL(OUT THE PLATE LENGTH- IDENTICAL LOADINQ AtQ COW IGURATIGN, -CONPIGURAYION AND LOADING SPECIFIED OY FABRICATOR 13UILDING TYPE: ENCLOSED RESIDENTIAL -REPET171YE MEMBER STRESSES NOT USED� CODE: STANDARD BUILDING CODE (SBCCI 1991) -ADD I T I ONAL PLATIN FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. WIND SPEED: 110 MPH -THIS TRUSS Is DESGIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE MEAN AOOF�HEIGHT: 13 FT. PREVENTION OF PONOING MUST BE MADE AND IS NOT THE RESPONSIBILITY TRUSS L06TJON: (Se) area OF THE TRUSS FABRICA7QA OR CLARY, UPLIFT CnNNECTION REGUIRED: 1-?('AAT EACH 9UPPORT LOCATION. -ANTICIPATED HORIZONTAL MOVEMENT UNDER 70TAL LOAD - 205' NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHORO BRACING REGUIREMENTS. 2-0-0 RUN 3-3-6 3-4-0 3-0-8 3-4-0 3-10-0 3-10-0 1-5-14 #2 02 02 #2 #2 Max Height 6-0-3 74 PLF 12 Z:�6 3x4 265# 284f 205# 23 2350 .234f 3.1 7 79" '50 940 9# 970 12 17f X 1 30# ry + 0370 1039# 13.514il 13.5)29X HS514 3xB 0 3x5 4X13 K C%I 20 PLF 4 12 2-0-0 3-3-9 4-10-4 4-10-4 7-8-0 02 02 0? 02 Forces(L-P) 1-4-0 2x4 2x4 2x4 2x4 TOP SOT NESS WEBS 22-8-0 -6023 5678 -235 856 -6023 2214 3809 -1021 -2043 057 -685 _QJ6 e2t 714 _088 0 -708 -355 278 -397 459 -008 -29 No trusses: I Maximum deflection occurred at bottom joint #2. MaxiMUM Live Load Deflection of .376' (5/16). Index-.497. (L/723) Maximum Total Load Deflection of .589' (9/16). Index-.52. (L/462) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING JPSF) TC LUMBER TRUSS: 22'8' SH-S T-11 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 Ds SP ENS. FOFt TRUE TRUSS INC 1801 S. GSW PKWY. SIC LUMBER PROJECT: CENTEX LOT 144 SLS DATE: 28 Apr 1993 GRAND PRAIRIE, TX 75051 7.1 7.4 DL TC 7 2X6 01 Ds SP LAYOUT To: 01, (214) 650-3940 -VL-ATF--�FA--k—T&C—_F�L LL BC 0 WEBS T� 482 . OL BC 10 2X4 03 SP ADDRESS: 1-(DFI.q- MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE" 151 h.s. TOTAL 47 EXCEPT AS MAY BE NOTED 3/16' 1) LUMBER SHALL GE OF THE SPECIFIED MINIMUM SPACES, 61 CONNECTOR MATES SHALL BE INSTMI ED SYMMETRICALLY ON 101 ALL TENSION CHOW MEMBERS ASSUMED TO BE CONTINUOUSLY 131 0' INDICATES LA1fPAL SPACING MEMUR SPECIfS� AND its MAXIMUM MOISTURE CONIffli (M SUCH THAT THE JOINT BRACED BY EITHER 3/0� IMIN) PLYWOOD 51*AIHING. 1/2* 1AJ INSTALLATION AND EAECIIOM OF THE IMUSS, PERNA#&N 1. AND IS OF HIGHER ALLOWABLE SIPES%VALUES. ALL VAtUES USID 61 TOP CH()PO SPLICES ARE NOT RECOMMENDED 10 OCCUR 041H) DRYWALL UP SPACING MEMBERS SPACED 30' 0 C 104AX), TEMPORARY BRACING SHOULD ME DONE P4 ACCORDANCE WITH ,OR DESIGN APE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHOW SPLICE. UNLESS NOTED OTHERWISE CURRENT IPI BRACING MV CPECIION PUGLICAIJONS. TIONAL DESIGN STANDARDS PUBLISHED By THE NATIONAL 7) V-2000 APPROVAL NL#AftkS; UBC 2342. FHA TC8 2014. SOCC f9l ALL COMPRESSION CHORD 14EMKM ASSUMED TO Me CONTINUOUSLY16) ?"IS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PAOOUC7S ASSOCIATION. 7251, BOCA FILE 96-125 BRACED BY EITHER 3/0" (MIN.) PLYWOOD SHEATHING. 112' TIONS FOR METAL PLATE CONNECTED WOOD 7ALrSES AND 2) 7 IS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 0) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN.) DRYWALL OR SPACING MEMBERS SPACED AT 16' O.C. QUALITY STANDARDS FOP TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAXI. UNLESS NOTED OTHERWISE. tB) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESION 12) INDICATES DEARING LOCATION. 171 SPECIAL HANDLINO CARE SHOULD BE TAKEN"INS SHIPPING AND BY LENGTH fALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN 15 APPLICABLE 10 SHORTER SPAN TRUSSES Of ERECTION OF TRUSSES SEE MID-93 FOR RECOMMENDATIONS qTIF CALL OUT IS THE OIBECTION OF THE PLATE LENGTH, IDENTICAL LOADING AND COW IGURATION, -CONFIGUAATIbN_ AND LOADING SPECIFIED BY FABRICATOR BUILDING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE MEMBER STRESSES NOT USED. CODE: STANDARD BUILDING CODE (SBCCI t991) -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 PESPONSIBILIIY OF FABRICATOR. WIND SPEFD: 110 MPH -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FDA THE MEAN ROOF HEIGHT' 13 FT. PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY TRUSS LOCATION'. (Se) area OF THE TRUSS FABRICATOR OR CLARY. - -ANTI CI PATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - t82* UPLIFT CONNECTION REOUIRED. /0 f6 IEP AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES tO AND It ABOVE FOR CHORD BRACING REQUIREMENTS. RUN � 3-3-8 3-10-4 3-10-4 5-8-:4 5-11-12 1-5-14 02 #2 02 #2 Max Height 5-10-3 74 PLF 353# 421# 210# 3X4 41 4, 28 2!5�4 1�' 69# 77# 950 114# 570 300 t0400 13�5141X F t0360 13.51292 410 3x4 4XIS 3x6 �:��-sl 4 20 PLF 12 3-3-9 3-10-4 3-10-4 5-8-4 5-11-12 #20s 02 62 #2 1-4-0 2X4 2x4 2x4 2X4 ForceSIL-P) 22-8-0 TOP SOT WEBS -6007 5662 1659 -2329 5372 -3323 -1517 2083 545 -050 1356 -865 _t050 562 -309 -422 1302 -964 No trusses: I Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .342* (5/16), Index-.453. (L/795) Maximum Total Load Deflection of .536' (9/16). Index-.A73. (L/507) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING JPSF) TC LUMBER TRUSS: 22*8' SH-7 T-12 ALPINE ENGINEERED PRODUCTS Inc V - 2-0-0 2X4 02 09 SP ENG. FOR: TRUE TRUSS INC -noo LL TC 30 1801 S. GSW PKWY. 7.4 BC LUMBER PROJECT: CENTEX LOT 144 SLS DATE: 28 Apr 1993 GRAND PRAIRIE. TX 75051 7.1 DL TC 7 2X6 #1 Ds SP LAYOUT To: (2J4) 560-3940 -PL_A'rE__kAE_A___C_INC___rUff_9rL_ LL BC 0 WEBS 358 33.33 OL BC 10 2X4 03 SP ADDRESS: SCALE' MEMBERTRUSS.-PLATE INST.ITUTE 1 92 h S. TOTAL 47 EXCEPT AS_MAY BE NOTED ILI\ 11 LUMBER SHALL BE OF THE SPECIFIED MINIMUM CRAOCS, 51 CONNECTOR PLATES SHALL BE INSTALLED SYM4EIRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) fi"" INDICATES LAtCAAL SPACING OCkBER (jX4 WIN,) SpECI CS. AM j9X MAXIMUM MOISTURE CONTENT. on SUCH THAI THE JOINT 64ACED BY EITHER 3/8" (MIN) PLYWOOD SHEATHING. t/? 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND 1 5 OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED a) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR IMIN) DRYWALL OR BRACING MEMBERS SPACED 20' a.c fMAX), TEMPORARY SPACING SHOULD K OLOW IN ACCORDANCE loll" FOR DESIGN AM BASED ON;�ICLATEST EDITION Of It* HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UR&ESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. I ZONAL DESIGN STANDARDS ISHEO&Y THE HAT IONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FnA TCR a014, SGCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED 10 BE CONTINUOUSLY15) THIS OCSIGN CCOWOF645 70 CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION n5t. BOCA FILE 96-1,'b BRACED BY EITHER 3/9' ININ.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 2) THIS DESIGN IS BASED ON tLAPY CONNECTOR PLATES ONLY. 0) THIS IMUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR SPACING MEMBERS SPACED AT 16" O�C. QUAL17Y STANDARDS FOP TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSIALLA71ON AND USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. Al CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH IACROSS SLOTS) WITH T141S DESIGN 12) fig INDICATES 9EAAIHO LOCATION. t7) SPECIAL HANDLING CAPE SHOULD BE IAkEN DURT.SHIPPING AND By LENGTH ALONG SLOISI 00 11, DRI1.111TIC).01 THE .1 THIS DESIGN 15 APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE hIS-91 FOP RECOMMENDATIONS SIZE , , I,.TI. N' _AL OF THE Pt ATE LE H IDENT AGUAATION. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR BUILDING TYPE: ENCLOSED RESIDENTIAL -REPETITIVE MEMBER STRESSES NOT USED. CODE: STANDARD BUILDING CODE (SOCCI 1991) -ADDITIONAL PLATING FOR HANDLING TRUSSES IS !RESPONSIBILITY OF FABRICATOR. WIND SPEFI): 110 MPH -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE MEAN ROOF HEIGHT: t3 FT. PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY TRUSS LOCATION: (Se) area OF THE TRUSS FABRICATOR OR CLARY. UPLIFT CONNECTION REOUIRED- 10'1_71'AT EACH SUPPORT LOCATION. -ANTICIPATED HORIZONTAL MOVEMENT LINDER TOTAL LOAD - 252' NET WIND FIRESSURES BASED ON DEAD LOAD SHOWN BELOW. SFE NOTES tO AND It ABOVE FOR CHORD BRACING REGUIREMENTS. 3-3-8 2-0-0 RUN - 5-8-8 6_1f_f2 3-2-0 74 PLF 1-5-14 1 max "Aig"t 4-10-3 12 12 3xG 40 + S*' 576# 3X4 22150[3.5122% axe 3xg (3.5179% 4x5 CU 1115# '311 13.5132% ::3 4 12 250 PLF 3-3-8 2-0-0 20 5-8-8 6-8-4 6-11-12 3-2-0 02 02 02 2 #2 1-4-0 2x4 2x4 2x4 2x4 2X4 27-10-0 For,ceS(L-R) lop BOT WEBS NESS 44 4591 t506 772 -4917 4352 -2859 03 -1777 008 428 -247 -133S -314 -201 -1331 167 -569 441 0 1032 -2AI -1271 -2158 -960 No trusses: I Special Loading; Refer to Loading Diagram THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 2.85" from the left end of bottom panel #2. Maximum PPLive Load Deflection of .349' (6/15). Index-.465. (L/774) Maximum PPTotal Load Deflection of .547" (9/16), Index-.486. (L/494) WARNING *** Left Overhang Deflection of -.21* EXCEEDS TOTAL LOAD LIMIT CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 27*10* SH-5 T-13- ALPINE ENGINEERED PRODUCTS Inc V POOO 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC t801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX LOT 144 SLS DATE: 28 Apr 1993 GRAND PRAIRIE, TX 7505t 7.1 7.4 OL TC 7 2X6 #I Ds SP 13OF j2j4) 650-3940 _PL XTE-JAEk�_K_T_NC___FOA-STL, LL BC 0 WEBS LAYOUT 10: 550 33.33 OL BC 10 2X4 03 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE SCALE: t TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 1) LUMBER SHALL BE OF: THE SPECIFIED 041NIWM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CH04D MEMBERS ASSUMED TO BE CONTINLNXISLY 13) fio" INDICATES LATERAL SPACING MEMBER (IX4 MIN.) SPECIES. AND 191 MAXIMUM MOISTURE CONTENT. OR SUCH THAI THE JOINT, BRACED By EITHER 3/6- IMIN) PLYWOOD SHEATHING, I/e' 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF HIGHE ALLOWABLE STRESS VALUES. ALL VALUES USED W TOP CrKM SPLICES ARE NOT RECOM14EHOEO TO OCCUR (MINI DRYWALL OR BRACING MEMBERS SPACED 10* 0,C (MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCOF43ANCE WITH FOR DESIGN ARE BASED ON IKE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. t*&ESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PtALICAIID"S. T IONAL DESIGN STANDARDS PUBLISHED BY THE"AIIDMAL 7) V-2000 APPROVAL NUMBERS: LISC 2342. FHA ICB 2014. SOCC III ALL COMPRESSION CHORD MEMBERS ASSUMED TO Of CONIINUOUSLYIS) THIS DESIGN CONFORMS TO CUPPENT TPI DESIGN SPECIFICA- FOREST P_I S ASSOCIATION 725S. 80CA FILE 95-t25 BRACED By EITHER 3/8' (MINA PLYWOOD SHEATHING. 1/2* TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 2) TNT S DES IGN 1 5 BASED ON CLARY CONNECTOR PLATES ONLY. 81 THIS TRUSS HAS SEEM DESIGNED FOR THE LOADING SHOWN IMIN.) DRYWALL OR BRACING MEMBERS SPACED AT tG* O,C. QUAL17Y STANDARDS FOP TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES DWY_ ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. IN NO ME04SEP OF THE TALISS MAY BE CUT OR MODIFIED IN ANY WAY. A) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH iACROSS SLOTS) WITH THIS DESIGN 12) INDICATES BEARING LOCATION, 17) SPECIAL 64ANXING CARE SHOULD BE TAKEN"ING SHIPPING AND BY LENGTH (ALONG SLOTS1 AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPA" TRUSSES Of ERECTION OF TRUSSES SEE MID-91 FOR RECOMMENDATIONS sr?r CALL OUT IS ItC DISECTION Of THE PLATE J.ENGTH IDEhtICAL LOADING AMD rOW IGUPAT1ON -coNr1GuRArrON AND LOADING SPECIFIED BY FABRICATOR BUILDING TYPE: ENCLOSED RESIDENTIAL -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBIL11Y OF FABRICATOR. CODE: STANDARO BUILDING CODE (SOCCI 1991) WIND SPEED: tIO MPH MEAN ROOF HEIGHT*. 13 FT. TRUSS LOCATION: (Se) area GUI RFD: UPLIFT CONNECTION RE I _ 6 73 P AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHORD BnACING PEOUIREMENTS. RUN 5-4-12 5-4-t2 5-11-4 RUN 1-5-14 1-5-14 Max Height 6-0-3 74 PLF 22 399# 12 4090 4090 OL 209# 20 20 9# 740 1470 147# 740 1.390 1038# 411 3x4 5X6 3x4 3x4 20 PLF 7-0-13 7-2-5 7-8-13 1-4-0 1-4-0 FOrCeSIL-P) 22-9-0 TOP SOT NESS -1690 1511 -368 -1477 1020 546 -1477 1511 546 -1 690 -368 No trusses: 11 Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .081* (1/16). Inclex-.107, (L/3358) Maximum Total Load Deflection of .127' 12/16), IndOX-.112. IL/2142) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 22'8" COMMONS T-14 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 N SP ENG. FOR TRUE TRUSS INC - 4- 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX LOT 144 SLS DATE: 28 Apr 1993 GRAND PRAIRIE. TX 75051 7.1 7.4 - __ DL TC 7 ;?X4 #2 N SP LAYOUT To: STL LL BC 0 wEBS (214) 650-3940 -PLATE MEMBER TRUSS PLATE INSTITUTE 188 33.33 OL Bc 10 2X4 #3 SP AOORESS: SCALE: I TOtAt 47 EXCEPT AS MAY BE NOTED 3/16 D(Uft 2.6 D a L! 0 1 KA n� i "H add i a r JA-A P,ej�4- 4,,-40,�e 93 9 ,c !"A V 7 ��q�� tit ;p' �4 Department of Community Affairs SN: �'$ '81 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Compo'nent Prescriptive Method A NORTH PROJECT NAME: 3706 PLAN !BUILDER: CENTEX HOMES AND ADDRESS: )5;00(,, 1 t) (j_ ',PERMITTING CLIMATE 'OFFICE: NL.A,3r'C J&40NE: 1 : _: 21_1 ' 31'1 � OWNER: :PERMIT NO. :JURISDICTION No K 1 . New construction or addition 1 . New Construction 2.. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No . of units 3 . 0 4. -If Multifamily, is this a worst case ( yes/no) 4 . S. Conditioned floor area ( sq .ft . ) 5 . 1523 .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 Panot� a . Clear Glass 8a . O .Osqft 120 .00sqft ,_ ,�-.- ' b. Tint , film- or solar screen 8b . O .Osqft 0 .00sqf t 9. Floor type and insulation: a . Slab on ,grade -( R-value , perimeter ) 9a .R= 0 .00 , 162 .00 ft 10 .Net Wall type area and insulatibn: a . Exterior : 2 . Wood frame ( Insulation R-value ) 10a-2 R=11 .00 , 1112 .00sqft a . AdJacent: 2 . Wood frame ( Insulation R-value ) 10a-2 R=11 .00 , 131 .00sqft 11 .Ceiling type area and insulation: a. Under attic ( Insulation R-value ) lla .R=19 .00 , 1640 .00sqft 12.Air distribution systems a . Ducts ( Insulation + Location ) 12a . R= 6 .50 uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 7 .45 15 .Hot water system: 15 . Type: Electric EF: 0 .92 16 .Hot- Water Credits. ( HR-Heat Recovery , 16 . DHP-Dedicated Heat Pump ) 17 .Infiltration practice: 1 , 2 or 3 17 . 2 18.HVAC Credits ( CF-Ceiling Fan , CV-Cross vent, 18 . HF-Whole house fan , RB-Attic radiant barrier , MZ-Multizone ) 19 .EPI ( must not exceed 100 points ) 19 . 98 .39 a . Total As__Ruilt points 19a . 28254 .64 b. Total Base points 19b . 28717 .42 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify ,that the plans and Review of the plans and specifications specifications covered by this- calcu- covered by this calculation indicates lation are -in compliance with the compliance with the Florida Energy Florida Energy Code . Code . Beforelconstruction is completed PREPARED BYAJ - 1."(J 4(pr this building will be inspected for' 1 compliance in accordance with Section DATE: 4 _ 553 .908 F .S . LV f UWM06P-r"*W*L*"" - r'4OtA,; �W- DATE: DATE:- f K Vic (it W FAM ppr" T CC p W 1 1 NIF Tj 5 V A LAW 1 py; JI, ioilw i'l T !.'j ENERGY GUIDE For detailed infoi-mati��-)n of the EPI rating number or for any ITEM listed , ask your Bui.lder for E F 1 4 DCA Form 60OA-93 -93 Form 6000 0 10 '21 0 30 40 50 60 70 80 90 100 X The. maximum allowabie EPI is 100 . The lowe,- the. EPT the more efficient thT-., home RESIDENTIAL ENERGY PEPFCPMANC-E IRATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency I N G L CL r DEL TINT I ITI, ----------- ,.�INCIOWS . . . . . . . . . . . . . . . D(:)u b I C -i ICULATION . . . . . . . . . . . R-30 R-Valu-- 19 .0 X P-0 Wa I I R,---Value . . . . . . . 11 n : P-19 Floor R-Value . . . . . . 0 .0 AIR CONDITIONER . . . . . . . . . . . . . 10 .0 SEER 17 .0 SEER/EER . . . . . . . . . . . . . . . . . . 10 .0 � X------------- ------- 9 .7 EER 16 .0 HEATING SYSTEM . . . . . . . . . . . . . . 6 .8 HSPF 12 .0 Electric COP/HSPF . . . . . . . . 7 .4 : __x------------------ 0 .78 AFUE 0 .90 Gas AFUE . . . . . . . . . . . . 0 .00 ----------------------- WATER HEATER . . . . . . . . . . . . . . . . 0 .96 Electric EF . . . . . . . . . . . . . 0 .92 ---------- 0 -54 0 .90 Gas EF . . . . . . . . . . . . . . 0 .00 -------- - 0 .40 0 .30 solar EF . . . . . . . . . . . . . . -------- OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house . Builder Signature ., Date : City/zir,- Florida �nergy Cod;� f7771c) Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 RIGHT-J LOAD AND EQUIPMENT SUMMARY 4-27-93 For : CENTEX HOMES BY. Mandarin Heat & Air Inc . Job 3706 PLAN Wthr Jacksonville—AP FL , Zone WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 Deg F outside db: 94 Deg F Inside db: 70 Deg F Inside db : 75 Deg F Design TD: 38 Deg F Design TD: 1.9 Deg F Daily Range M Rel . Hum . : 50 % Grains Water 49 9 r HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg . Heat Loss 26445 Btuh Structure 12510 Btuh Ventilation Air 0 CFM Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp . Swing 3 .0 Deg F Design Heat Load 26445 Btuh Use Mfg . Data n Rate/Swing Mult . 1 .00 Total Sens Equip Load 12510 Btuh INFILTRATION LATENT COOLING EQUIP LOAD SIZING Const Qual a Fireplaces I Internal Gains 920 Btuh Ventilation 0 Btuh HEATING COOLING infiltration 2712 Btuh Area ( sq .ft . ) 1523 1523 Tot Latent Equip Load 3632 Btuh - Volume ( cu .ft . 1.21.84 1.2184 Air Changes/Hour 1 .0 0 .4 Total. Equip Load 16142 Btuh Equivalent CFM 203 81 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make TRANE Make TRANE Model. Model. Type Type Efficiency / HSPF 0 .0 COP/EER/SEER 0 .0 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Rtup Heating Temp Rise 0 Deg F Total Cooling 0 tu Actual Heating Fan 542 CFM Actual Cooling Fan 542 CFM Htg Air Flow Factor 0 .020 CFM/Btuh C19 Air Flow Factor 0 .043 CFM/Btuh Space Thermostat Load Sens Heat Ratio 78 MANUAL J : 7th Ed . RIGHT-J : V1 .63 TR Printout certified by ACCA to meet all requirements of manual Form J DOL)BLE 2x4 TOP PLATE 3/8* PLYWOOD SOFFIT SCREENED 1/2' GYPSUM BOARD VENT 2x2 2x4 WOOD STLDS Q I x WOOD FROZE WO.C.-tMSTRY STANDARD 92 5/80 VAPOR BARRIER TYVEK FLOOR PLAN 8' V68TICAL DWNSION Scm R-I I NSULATION (OR HORZ LP LAP S101M OVER OSB SHEATHNG VAM BASE 1/2'ox 8, LONG ANCHOR BOLTS @ 6'-0- 0C. 4* CONC SLAB W/ P.T 2x4 SOLE PLATE 6x6 10110 W.WM OVER SET IN CONT BEAD WATEPPROOF WEMBRANE OF SEALANT CARPET FINISHED FLOOR cc COMPACT A FILL FINISHED GRADE 8* CONC BLOCK 16'X88 CONC FTG Wj� #41s REW BARS WALL SECTION TOP OF SCALE 3/4' TOP OF SLAB 40 CONC SLAB W1 6x6 10/10 W.WM SL-ABI0 zo 2 0 A N GR 6 MIL POLY VA F LIN BARRIER OVER g 2 #4 1 CLEAN COMPACT 3 #4 z C RU�F T R I TED E S r� . 0 a B TERMITE TREATED REW �ARS BARS FF LL BARS log 200 �&'BRICK L.E. GE ,