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Permit 1608 Linkside Dr (vault) JOB ADDRESS PROPERTY OWNER PERMIT NUMBER 7&0 DATE /-&r-,9 INSPECTIONS: FOOTING SLAB TIE BEAM LINTEL NAILINGISHEATHING FRAMING/COVER UP INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT# INSPECTIONS ROUGH FINAL MECHANICAL PERMIT# INSPECTIONS ROUGH FINAL PL UMBING PERMIT# INSPECTIONS ROUGH/UNDER SLAB TOPOUT WATERISEWER FINAL NOTES: r 1 ADDRESS 609 cS,C BUILDING PERMIT NUMBER d �� INSPECTIONS: FOOTING UNDER SLAB PLUMBING �' ^ r 73 SLAB FRAMING COVER-UP - x p INSULATIONQ �l~ FINAL BUILDING_/ CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH FINAL MECHANICAL PERMIT # -73-7-g PLUMBING PERMIT # NOTES: SS, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001386 Date 11/10/09 Property Address . . . . . . 1608 LINKSIDE DR Application type description RIGHT-OF-WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc CONCRETE AND PAVER DRIVEWAY ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ROOBIN, TODD A. ENHANCE OUTDOOR, INC Q/A:GUIDI ,DAVID E. ATLANTIC BEACH FL 32233 5050 ELINOR RD JACKSONVILLE FL 32257 (904) 296-7777 ---------------------------------------------------------------------------- Permit DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/09/10 ---------------------------------------------------------------------------- Special Notes and Comments Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . ---------------------------------------------------------------------------- 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 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r- MAP SHOWING BOUNDARY SURVEY OF LOT _ ` BLOCK AS SHOWN ON MAP OF AS RECORDED IN PLAT BOOK .'�r_ PAGES A'-,It-� OF THE CURRENT PUBLIC RECORDS OF DUVAL CO- FLA. FOR_ fr' E Lo/g!ar¢_oio�t!___.� NOTE BEARINGS SHOW*J HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. r� 7' f.3 Z o 7' 140 S� �v _ ♦ hGV 4 r �r r 41 .� 2 '.7b 4 FILE COPY o :r � v J/ "'ri CITY OF ATLANTIC BEACH I I I P7r-� rIt; 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 09_ +^' ' OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US -' BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.VALUATION OF WORK: 13,SQ:'FT UNDER ROOF IWS 43<6W 1 - 4.LEGAL DESCRIPTION: 5.CLASS OF WORK: 6.USE OF STRUCTURE: ❑NEW BUILDING [3 DEMOLITION RESIDENTIAL LOT BLOCK_SUB DIVISION ❑ADDITION ElCONVERTING USE [ICOMMERCIAL 7.DESCRIPTION OF WORK. IifALTERATION ❑ACCESSORY BLDG. B.FIRE SPRINKLER:- nnoJeG Dri'deu� insVa1►16r�PAve4s 13 REPAIR ❑POOL/SPA ❑YES 11 NIA anare} 11 MOVE ❑OTHER -•NO PROPERTY OWNER: CONTRACTOR: ARCHITECT/ENGINEER: 9.NAME: T COMPANY N ME: 23.COMPANY NAME: dc� P-cxsbi N 15.COM �A,�.. Gyvt�doof (r►c. ^�� 16.NAME: 24.LICENSEE NAME: 10,ADDRESS: 17,STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 0y1 Q( ,►"� � (�� 18.ADDRESS: �crsi o t `'%rp ©a 26.ADDRESS: 1 +11 �l '��%Z'`�� 300- vi1�iC � r-322c59 _ 1.OFFICE PHONE 2.FAX NO.: 19.19`,019ICE P fq ri q 20.Li FAX NO.:_i D1`'� 27.OFFICE PHONE: 28.FAX NO.: 13.CELL PHONE: �^ 21.CELL PHONE:1) =a `"II QO LLT 29.CELL PHONE. 14,EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: !Er PvMTtER BONDING COMPANY:TRAN MORTGAGE LENDER: 31.NAME: 33.NAME: ti 35.NAME: N ilck 32.ADDRESS: 34.ADDRESS: ,`l+ 36.ADDRESS::v�T Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. *** WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR (If AgeK Power ofPUM Agency Letter Required uallfi 'Only) G Signed-k-1t Date: i Sign Date: D Before me thisf ,2009 in the county of Before me this day of 4r,2009 in the county of rida, Duvaate of Flohas personalyy appeared Duval, /eeof Florida,has personally appeared herin by hirf� If I herself and affirms that all statements and declarations are herin by hims /herself and affirms that all statements and declarations are true and accurate. true and accurate. Dnp' r Notary Public at Large,State ofCounty of �.� N tary Public at Large,State of _,County of t Personally Known Personally Known Produced Identification' Produced Identifica Notary Signature: ' Notary Signature: PEYTON GUIDI BLDG01 Permit Application Bldg:REVISED:12/18/2008 :• ••: MY COMMISSION#DD917623 EXPIRES August 18,2013 Floridallot8rySe-ice.com (407)398-0155 CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS J 800 Seminole Road 904-247-5800 '= Atlantic Beach,Florida 32233 5445 Fax 904-247-5845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date_ kdoq c_T PERMIT# Job Address i�0 (> Lly*:1 O C. k>;Ne ISSUED BY THE CITY Permitee: l o A �C bt �" L11�1c (mac i 1�UGIL1(1 Telephone# I N Permittee Address:1&b<�> LIJ 6eaCG1n Reques'ng Permissign to Construct: ferno,,Ie hex<,-bV-1cA corei-e_C-A r ye,i,c� Location: (Reference to Cross-Street) � Gt(Y�rO� LL2V1Q, L, 4' un V V__SdS_ �( 1. Applicant declares that prior to `ling finis application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. Of4i1oV-�-_Call A was mailed to the following Utilities/Municipalities: 501711 e &A Eltz: Jacksonville Electric Authority Yes(J) No ( ) Date: 911(4109 Bell South Telephone Company Yes(�/) No ( ) Date: d Ferrell Gas Yes(�/) No ( ) Date: i �i Comcast Yes No ( ) Date: D 9 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of t D (Contractor's Pro ect Superintendent) located at x FL_ •2.2" Telephone#: 9- 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application 7. This permittee shall commence actual construction in good faith with 6_days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER �jC? Signed �`t �"�"' Date: Kthe / Before me this da of S• ount f Duval, State Of Florida,has personally appeared �M C-1 V'kr R Notary Public at Large,State of Florida, ounty f D al. My commission expires: u1��as`:i, PersonaltKnown: Pmritirpi Identification: (� PEYT" GUO =•• ••? Mt'CoMMlss+ow#w1 iim Ayinfas Aug"18,209 P,0, City of Atlantic BeachAPPLICATION NUMBER js Building Department = ^ �+ (To be assigned by the Building Department.) 800 Seminole Road QCT U 2009 +j Atlantic Beach, Florida 32233-5445 � � Phone (904)247-5826 • Fax(904)2 •' rj,.3 >N. E-mail: building-dept@coab.us Date routed: Q 7 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM 'roperty Address: 1�d /�/�kmf brivg Department review required Yes No Building 4pplicant: n _ C( d0Planning &Zoning � T r Project: ITAVM5 gf�ublicUti it' Public Safety A V4 0,6/6 a,/"6 -n 7 Fire Services CL Iww G Revlew fees .... :.� _. ,aA _.� ._..... ., . ....... Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. PU C WOR Comments: PU IC I TI S PUB IC ETY Reviewed by: Date: FIRES VICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 Public Utilities Plan Reiiew Comments Date: j 0 f �( Initials: Project Name/Address: Ifag L(�ik�'}� �> d�- Application Permit-#: 01- 139( Check Box Application Tracking Comments to Add Comment Avoid damage to underground water/sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call ❑ 247-5834. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RTI concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be ❑ tested by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line installed must be metered with a Sensus touch-read meter in a properly sized vault and an ❑ appropriate backflow preventer installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow requirements. At a minimum,will require double check backflow ❑ preventer- Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" ❑ must be installed in a vault as noted in JEA specifications. ❑ City of Atlantic Beach APPLICATION NUMBER Building Department 0C l (To be assigned by the Building Department.) s 800 Seminole Road 0j Atlantic Beach, Florida 32233-5445 ' Phone(904)247-5826 • Fax(904) S) E-mail: building-dept@coab.us r_ Date routed: l City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: l a „//� S/d I- b/'/vg Department review required Yes No Building Applicant: &AMUV'*7)6,Q/e Planning &Zoning T r Project: ublic Uti i Public Safety /IV Q A019/72,6 717_ Fire Services I'mw G Other Agency Review or Permit Required Review or Receipt Date 9�� • of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: MApproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by ` Date: TREE ADMIN. Second Review: []Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 � rj Ifry� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029907 Date 3/21/05 Property Address . . . . 1608 LINKSIDE DR Tenant nbr, name . . . . . . POOL AND SPA Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 20000 Owner Contractor ---- --------- ----------- ------------------------ ROOBIN, TODD A. OWNER ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 -------------- ------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 130 . 00 Plan Check Fee 65 . 00 Issue Date . . . . Valuation . . . . 20000 Fee summary Charged Paid Credited Due ------------- ---- ---------- ---------- ---------- ---------- Permit Fee Total 130 . 00 130 . 00 . 00 . 00 Plan Check Total 65 . 00 65 . 00 . 00 . 00 Grand Total 195 . 00 195 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES; ., BUILDING OFFICIAL YAppROVED CITY OF ATLANTIC BAN 3 , - BUILDING OffiCE MAR' 7 2Q VPQf �y. lZk x afAr{ rI! efpe. $AQ/` b / l'012 nvFp pgvc 'S - w Sth .40 Volume: 7 y 0 . � ' j f f r7./''� ,5 /Cly? ,or ve 31, fiy Z/.5 of i e n, 70 y a 44 v f Poe C/ DE Z440 7P,,o.;Griot 3 6 5tY Alyf SAi, 004,34-004) Rev�vrrs W,?1' He Rttr Z Z;oV 0,4 1�k Fv *,.*o rt ivy LV Approved Swimming Fool, Spa and Wading Pool "Dual Main Drain Atmostherpic Vent Arrangement Complaint with 424.2.6.6 of the Florida Building Cod ^, 3'•0" Minimum Minimum,_ iryp•i { --- ASME/ANSI A112.19.8M1967 listed Grates I j with matching Main Drain Sumps ` r-2'T (Typ. 2 Places) �2- S ' 1 L- I Maximum distance to Vent Tae Connection V-0" 1 —2'x1 1/2'T Seg //7 2" Suction Piping 1 1/2" Vent Piping I i t - -Maximum Underwater length of Vent piping 30 feet s Vent to Atmosphere In a manner that the vent will not be btocked by infestation, debris build-up, or microbiological contamination. Pump— N Label vent: "POOL 5AFETY DEVICE DO HOT HANDLE- No Scale MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK AS SHOWN ON MAP OF x4rz V4 ZlAole %yw E/.C//T z AS RECORDED IN PLAT BOOK 47 PAGES AE OF THE CURREffT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: 46AI72V // 4NIiE.f .41 NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. V [oT /35 or /40 . DSD/�D�" - V► � — FE.VCEf Q x 3y' 4 .,, IZ-N ♦ � It o K �¢g ►� N //� J�7 7.5' ./.r.q. Lo ) ''v Z /LA 1 'I�Vn , F -1 �• � 4 h 0 'r 40 4040/1'00 Ole 3° D" L /AIA, .g/17E AC7A?/Yom' , Of- dvo r) T Y1W F//c/A� Sd i /- G- E: /' d ,t/eTaFD l L DJ�I✓Fi@' CO.AV I HEREBY CERTIFY THAT THIS SURVEY. PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21 HN-6,FLA.ADMINISTRATIVE CODE III(PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- coNCRSTE MONUMENT MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY 1/2"'FOUNDIRON uc�e..� O 1/2"" /2"SET IRON-L.S.Ira FLOOD CERTIFICATE: THE LOT SHOWN HEREON IS IN FLOOD B.R.L. BUILDING RESTRICTION LINE ZONE "$(" AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC. n CENTRAL ANGLE MAP, COMMUNITY PANEL NO 120075 000/12' DATED •¢-/2-69 1843 NALDO AVE. JACKSO"WILLE, FLA 32207 R RADIUS A AMC DISTANCE t� CH. CHORD DISTANCE SURVEYED 4!/ca - Z1- 19 93 f// P.C. POINT OF CURVATURE / V' P.T. POINT OF TANGENCY a TERED SURVEYOR NO 2_461 FLA. i P.R.C. POINT OF REVERSE CURVE SCALE: r= A ✓OSE /Y. �/�•L P.C.C. POINT OF COMPOUND CURVE eq FIELD BOOK ,j-/O PG. y�� CITY OF ATLANTIC BEACH I MARI20F J POOL PERMIT APPLICATION Date: O Job Address: `\3 0 �5 , �1`t Owner: © GA 6 Phone: Contractor: 2(.x-1 �\62( �—C�.17� �.C30�1� Phone: .- Address: 1605 , Fax: City : -A o\y\\--\ c_ State:f� Zip Code: Valuation of Proposed Construction: Gallons: *Impervious Surface Calculation: c-_A:J,GC1,% A • Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered imperviou depending upon materials used Is approval of Homeowner's Association or other private entity required? 1--' If yes, ijkt . 05- please 5please submit with this application. INQ rexl"`14. r! In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. C'1. Recent Survey �-Z. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. `'`3. Recorded Notice of Commencement. CXJ> C1 OX:::, 4. Tree Removal Application if trees are to be removed or relocated. Y\iZ . Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845. http://www.ei.atiantic-beach.fl.us Revised 3/04 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 correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: _✓ Date: AS TO OWNER: `n^ Sworn to and subscribed before me this k6� day of 2004 State of Florida,County of Duval Notary's Signature: �p%,,pYp��4� Jane G, Bouda �,...p ' Personally kno Commission#DD356199 oaf Expires; NOV. 11, 2006 ❑ Produced Identification ''. 0—iF 0s Bonded Thru 'VIII "` Atlantic Bonding Co.,Inc. Type of Identification Produced AS TO CONTRACTOR: o C� Sworn to and subscribed before me this � day of ,2p d State of Florida,County of Duval Notary's Signature: � ""�-- Jane G, Bouda ��P�' '; (personally kno 3r° o_Commission#DD356199 N'• � .Expires: NOV. 11 2006 :+'•. ' ElProduced Identification 'O pp p� •�` Bonded Thru ,��' Atlantic Bonding Co.,Inc. Type of Identification Produced 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atlantic-beach.fl.us Revised 3/04 CITY OF ATLANTIC BEACH Cc: r BUILDING / ZONING DEPARTMENT D. Ford ns , 800 Seminole Road . Doerr J r, Atlantic Beach,Florida 32233 , J31 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 05- - a 11 q 0-� Property Address: (z 0 K—S I DL Uf2- Applicant: -rct J- L-2obi'n Project: t This permit application has been: EW Approved E] Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: City TURE & " CBECIpT� ktei 3M/21� N 4keiptC"1 41896 Douription Wetity Amount m 29W V BUILDIN PENTS 1195.0 Tender detail CK CHECK 1418 !19LO Total tendered $19L M Total pey�ent Trans date: 3121/46 Tim IW717 :ices , CITY OF ATLANTIC BEACO MAVI �11,r POOL PERMIT APPLICATION G Date: _ 0 be Address: \\3© `fi Own: ?30k)1 lX 33-- ^f1 Phone: "_�._, �OQ Phone: Contractor: Address: 160w ► C._1 r��Gs{��,>�� (��F , Fax: City : �G Y-\\— C- State:f--�- Zip Code: --3 � . Valuation of Proposed Construction: Gallons: *Impervious Surface Calculation: S1 -k4cGCV\ cl • Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. � _ � re If Is approval of Homeowners Association or other private entity required? yes, , please submit with this application. V,CA' 01 4 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. Recent Survey v2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. ✓3. Recorded Notice of Commencement. C>-Y' a" c:;,-WC0\rd(--- 4. Tree Removal Application if trees are to be removed,,oor relocated. m� Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ei.atiantic-beach.fl.us Revised 3(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 correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: —✓� Date: � AS TO OWNER: Sworn to and subscribed before me this `� day of 12004 State of Florida,County of Duval Notary's Signature: � �--- i ��Ppv p� Jane G. Bouda `° Personally kno 2; �-Commission#DD356199 Expires; NOV. 11, 2006 ❑ Produced identification ;�OF'FLd;•` Bonded Thru fil w% Atlantic Bonding Co.,Inc. Type of Identification Produced AS TO CONTRACTOR: '(� ►�, Sworn to and subscribed before me this 1 day of 20 d State of Florida,County of Duval Notary's Signature: �!_ �••`��,YpUO�� Jane G, BoudaU =a°� o:Commission#DD356199 Lam' r`rsonally kno n c=Ex ices: NOV. 11, 2006 Produced Identification ❑ OF V •`• Bonded Thru g1nua0 Atlantic Bonding Co.,Inc. Type of Identification Produced 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atlantic-beach.fl.us Revised 3/04 Z�0 � t • a i i T 44 f C 4_ . �. n w sch -p .` o is /ur»e. QG ; Pp. Trig ver ; yrs, �� MRrah 112G:"�5 MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK wo.. AS SHOWN ON MAP OF ,SEL VW EI.C//T Z AS RECORDED IN PLAT BOOK 47 PAGES 'eF- a OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: lr'eAlf�W l'v'4W-r Lc►arc,�,aTiD.✓ NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. `Jp to7' /d0 Lo7' /40 t; ~kr. Gam.o if OFENCES --_ • -� 1 y °f'% Cavcsere x v Q \3x r .Ar,e 3' �! fr"y ,tTdcC40 0 0 �r ,O e wrry rs.e�otiet 1- - V j � FlAr,tr Fcwoe � � (�• ` �' wE4tr,/rA0.lf(/j,5) w h N N '^ 0 034 1400 IF. �� tial- .•'N'• ',�:�Xn � k o.7r .71 o.? 5 7 ErvsEM&wrvr IL 4 y 4� x 3�0 • 74 �- o X D 1040/'ao-4 f. D; 61A6,q JUAWAIIJor '• r/ ,t/o71ED t t D71VZe CD.tx/ I HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21HH-6,FLA.ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- coNCREaE MONUMENT c a ir MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. a 1/2"FOUMVION c `• O 1/2-SET IRGN-L.S.1704 FLOOD CERTIFICATE: THE LOT SHOWN HEREON IS IN FLOOD H.R.L. BUILDING RESTRICTION UNE ZONE it lx,. AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC. n CENTRAL ANGLE MAP. COMMON" PANEL No 120075 Cao/O , DATED t-/l-69 1643 NALDO AVE. JACK30NVtLLE, FLA 32207 R RAD`US A ARC DISTANCE CH. CHORD DISTANCE � P.C. POINT OF CIAtVATURE SURVEYED 4vdas7 24 19 93 P.T. POINT OF TANGENCY r= W TERED SURVEYOR NO Z-441 FLA. P.R.C. POINT OF REER V6E CURVE SCALE: /�. cE A• u/�� P.C.C. POINT OF COMPOUND CURVE FIELD BOOK ,�/O PQ. 4_ CITY OF ATLANTIC BEACH Ca, J BUILDING / ZONING DEPARTMENT Miggin s� 800 Seminole Road o r Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # `� Property Address: I (tj C-) ctc,, D Applicant: T� Project: I Thisapplication has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. / Reviewed By: Date: Date Contractor Notified: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030378 Date 5/25/05 Property Address . . . . . . 1608 LINKSIDE DR Tenant nbr, name . . . . . . INSTALL 61FENCE Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 638 Owner Contractor - ------------------------ --------- -------------- ROOBIN, TODD A. SILVERMAN FENCE 6384 PHILLIPS HWY ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 130-0882 ---------------------------------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 10/25/05 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 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. t A s? 11r1� CITY OF ATLANTIC BEACH Cc: ' BUILDING / ZONING DEPARTMENT D. Ford f L. Higgins 800 Seminole Road oe� Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: L AJC V b Ll. K V:C�1 61c)�r i VC) Applicant: 1 i yf r ndop,, Project: l Q l r -C� U b T,hhis permit application has been: ltd Approved El Reviewed and the following items need attention: Please re-submityo ap ation when these items have been completed. Reviewed By: Date: Date Contractor Notified: 07,f 0r� " T ,ANTIC BEACH FENCE'PERMIT APPLICATION MAY 19 2005 Date: `2 Q -, Job Address: Owner's Name: Address: 140 , Cf1; EL l( Phone: c_—) Legal Description: Block Number: Lot Number: ` Zoning District: Fence Contractor: _12 Address: 63 1 Phone: 0 City: �C->1 State: ZipFax: Type of fence and materials to be used: Valuation Of Fence: (� -3s ❑ Interior Lot orner Lot ❑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: [�O 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 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: Li-y,8 �1 Y� Mailing Address: L,Y� ► ��_ �� . Phone: (9 / 1 ` Fax: p��-1 � E-Mail: `I-\ f� 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 0 P 0 S A L sn,VERMr Fmcle Complimy 6364 Phiimps Highway JacksonvWe, M 32216 C-�a t e ST 0-0882 � 3 FAX. gOt� 730-5142 - tfoPrior¢ Wr te MOM cusror�trs n��ne� (4-7 1 I&Z oG.r. aff STATE ZW CADS ADnttEss or. 09MALi.ATloli ADDRESS W DIPPERE1M Cl7Y 3TRI7r ZIP CADS A4 ff i PEI4CETYPE SPECIAL FEt�tCll1C>f �M ■ su►u>mos 114,SMUMORS MOM ".O Be TTz4MAL t0sr Q WALK oArE ®DOJ1IfD ON DOAKDL� �,n X SS KEY Lvsnno Pma Q(X( Dou lz OATEC(� ❑WAMW Dox f==ir, - we Fw1 ipete ❑mvcuw ENCIMOx to 9 c u D.• del, 2-• -1 x�-t x VC) 3 srr�E y- So c-a-I QnS 7, E IMICk"t ACustewe►AgiAanaehese J 1M reMN Awwecs Nor IZIIQUI b GAIM 7M UAX NOT. w u (0 SMCWWATr M Grn p )e4-c- THE POl.LOtW1140 PoW3 eLt mAVE am Govt*m want �Jyy O �, Ifepa�eatatiw�a SPIICIAL WORK To SE 1n M11FORM;D By CWTOmm, �Q p L) I pej"rr)i A.MoW slope of Mound D Gi Iso room Contour at OMW O We hereby propose to turaish labor and 0teriet3-c0mplete 1D accoeeamce with above ANXI}ations.for the sum of s with payment to be made upon C Be Level With go=Qraee completion of above spcciticodooa.All work in guaranteed with,:Materials for one yup �961r v�P �jz"G�c�irJ y D.Be Left wM Lau+ex Ca-Ade ❑ Salvetman Pence Co. is not. le for undergmuDd obWuction9 such as pourer L be Level and Spfit the QMde ❑ tides.sprinkler lisp.pipes for wells. eta. Usesoa rofObox0jons ❑ ACCEPTANCE OF PROPOSAL Imes slaked ait4(by Customer a The above priees, syedrxmdoos and condition are hereby accepted,You are auhoeised to do the work as aped!fed.PaymeW will be made as oudbud above. arse Lotmboarufag IKmc&m ❑ rermrtdatl> ❑ s �.- cooma utility comp my ❑ Daft somna_ ft Z0 3Jtid r~ 30N33NaWZl3!\�IS ZOT50£L006 0£:£1 500Z/81/C0 ` MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK AS SHOWN ON MAP OF x4f4 vA L�g�f/ zlxllr 2 AS RECORDED IN PLAT BOOK 47 . PAGES 45-AWO OF THE CURREW PUBLIC RECORDS OF DUVAL CO., FLA. NOTE: BEARINGS SHOWN HE EON A ENTIO D PLAT. lhlrl Mp M wrMIn so a om" eenMO. suritivis" 11nd 061t boll 1Nndon mmume 1 maid"ad d 00w p �� 0�� L ��•1 y� ��.M #Ohs o&* lf!►�b 1t�i.D dar• � 0�o�i J all v w • o�401'DO W. - G�'•o' G' 1V000 FE'vcEf 0 I° Qt L . V r mora � x � � 4 V � Jrhe Y t7'41=6 ' a� Np ti j �•r � ;��f. � J �l K` Z 7.5' J.r.V. E19fEMd'NT � 03 D L 11,41 '-TI049F VA21 vim' J FMIA64L S2! f/6 /- G- E: w .c/o1>DAnpiyF ogez DC'O. Al I HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21 HH-8,FLA.ADMINISTRATIVE CODE ■ CONCRETE MONUMENT (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- 172"FOUND IRON y7 MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. O 1/2"BHT IRON•L.B.1704 FLOOD CERTIFICATE: THE LOT SHOWN HEREON IS IN FLOOD B.R.L. BUILDING RESTRICTION LINE ZONE '/'X.. AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC. ° CENTRAL ANGLE 04'0/O R RADIUS MAP, COMMUNITY PANEL No 12007$ DATED ¢-/9-a9 1643 NALDO AVE. JACK80N>tliiE, FLA 92207 A AMC DISTANCE CH. CHORD DISTANCE V�. I.C. POINT OF CURVATURE SURVEYED .4Udusi ��' 19 �� _ __ P.T. POINT OF TANGENCY TERED SURVEYOR NO Z34/ FLA, P.R.C. POINT OF IIEVERSS CURVE SCALE: f~ 20' X. A"144P.C.G. POINT OF COMPOUND CURVE ✓©�E M FIELD BOOK 5'10 PG. ,0g Jan -25, 2005 11 :35AM No 8321 P 2 Selva Link-side II OWNERS ASSOCIATION, INC P.O. Boa 330026 ATIANTic RFACI+, FL 57233 January 24, 2005 Todd & Lindsey Roobin 1608 Linkside Drive Atlantic Beach, FL 32233 Dear Mr, & Mrs.. Roobim This letter references the Architectural Review Committee Request Submission Form, dated January 5, 2005, seeking A.R.C. approval of your plans to relocate your existing fence to the maximum property line on the north side of your home. The Architectural Review Committee has reviewed the documents submitted for A.R.C. consideration and hereby approves your request. Their approval is based on the documentation submitted for their consideration and any deviation from the plans, specifications or materials outlined in those documents will result in a halt of construction or a removal of the item(s)at your expense. If you have any additional comments or questions, please do not hesitate to contact us. Sincerely, Kar Floyd Manager Selva Linkside,Il QwOsrs Assoc.,, Inc. City of Atlantic Beach &;O;R RECEIPT Dper: D9NITH Type: OC Drawer: 1 Dates 5/25/85 81 Receipt no: 57566 Description OBntity Aeo+nt 205 BP BUILDING PERMITS 1.0 $35.88 Tender detail M CREDIT CAiBf $35.88 Total tendered $35.88 Total payeent $35.88 Trans date: 5/25185 Tia; 14:34:58 Cit yy��o��f Atlantic Beach eem t 7XR RECEIPT *** Oper; CKOMOREK Type: OC Drawer: 1 Dates 8119184 81 Receipt no: 79759 Description Quantity Asount 2W4 28863 BP BUILDING PERMITS 2884 288881.88 168.88 BP BUILDING PERMITS 1.08 $52.58 Tender detail CA CASH $128.8@ Total tendered $126.00 Total paysent $112.58 Change $7.58 Trans date: 8119184 Time: 14:38:41 antic km:h +o+tO RECEIPT m Mei 33/29 16 01 ipt Sol 43944I Description1 tity Amount m em RP 1UILDINB PEFXi 170.0s Tender detail CK CHEIX 199% SAL M Total tendered P&M Total payment $70.0 Trans dates 3/29/05 Times 12:56:01 I hereby certify that all' formation provided with this application is correct. Signature of Owner: �' ��t � Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: r Date: AS TO OWNER: Sworn to and subscribed before me this /'2 day of .00�!Z State of Florida,County of Duval Notary's Signature: y y KEVIN S.CAFiLTON ❑ Personally known MY COMMISSION#DD 345525 1 �? EXPIRES: ngusl 1U 2006 Produced Identification •' pte, underwrlar. Type of Identification Produced — AS TO CONTRACTOR: Sworn to and subscribed before me this day of 1 20 S! State of Florida,County of Duval Notary's Signature: Personally known ❑ Produced Identification Martha 7.C>it MY COMMISSION# DD085190 EXPIRES Type of Identification Produced January 26,2006 of F�rc' BONDE Y FAIN INSURANCE,INC 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 CITY OF ATLANTIC BEACH s. S1 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029981 Date 3/29/05 Property Address . . . . . . 1608 LINKSIDE DR Tenant nbr, name . . . . . . CRTCS FOR NEW POOL EQUIP Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------- -------------- -- ------- ---------- ------- RAYNER, L.A. BROOKS & LIMBAUGH ELECTRIC CO 1608 LINKSIDE DRIVE 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-9051 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----- ------------ ---------- ---------- ---------- -------_- -- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL Motors 0-I H.P. VOLTAGE PH N0. OVER I H.P. PHS v Transformers NO K V A 'v'o Neoa—Traasf. NO. KVA Ea. $i Miscellaneous 8 S inole Road - Atlantic Beach, Florida Pbone: (904) 247-5800 • Fall: (904) 247-5845 . h"p://www.ci.a31233-5445 dantic-beach.fl.us o� IANr,C' v _ F�oA 1P. offlams OF JOB/ADDRESS GATE -3/u16S 11,41IVorricefrom "' ""►'ecrors �•m. Monda 8'00 a.m• to 5;00 E`Ec y through Friday, e�oc ATLANTIC BEACH SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 04-00028880 Date 8/19/04 Property Address . . . . . . 1608 LINKSIDE DR Tenant nbr, name . . . . . . REPL FRENCH DOOR Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 808 Owner Contractor ---------- -------------- ------------ ------------ ROOBIN, TODD A. LOWE ' S HOME CENTERS INC 12945 ATLANTIC BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 486-4701 ------------- ---------------------------------- ----------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee 17 . 50 Issue Date . . . . Valuation . . . . 808 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total 17 . 50 17 . 50 . 00 . 00 Grand Total 52 . 50 52 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING COD BUILDING OFFICIAL Cc: CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT S. Doerr 800 Seminole Road S J � Atlantic Beach,Florida 32233 (904)247-5800 ri J,3 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # n4 - Z8 88�D , Property Address: 1 (vU3 L t 0 Applicant: Liz,u- e'3 Project: DOG 0 This permit application has been: Approved 0 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: � Date: (-k /d�/ r s) a -� -r ' CITY OF ATLANTIC BEACH PERMIT APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS AND GARAGE DOORS OF SINGLE—FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION Date: Job Address: 1400 `- WASI vF �M,2 Owner's Name: 'Ll"/DSe y 1PU0d//j Address: /6:100 de- 2)i-c Phone: Legal Description: ,Block Number: Lot Number: Zoning District: I/, Contractor: i-(XVC:,5 Y�4 - -/7P,b�y State License Number: � ('' d. 57V(oS Address: /.cC Y'r Tlt 8L(/,6 Phone: ey0c( (H(P 1(70/ ck 19/U city: J l n✓l(-[-z�_ State: FL Zip«32-2-Zr Fax: JOV K60I (t/-70 V Describe proposed use and work to be done: 4/",aer� Present use of land or building(s): K5G1 Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Building Data: Mean Roof Height (ft) Building Width (ft) Building Length (ft) Roof Slope *Window Elevation from Grade (ft) Window Height (ft) Window Width (ft) Measurement from corner of building to window (ft) s S k 4 a s s 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 1127/03 R W W R W BuildingConsultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrieo,FL 33594 Phone 813.684.3831 Facsi ii1 113F84._ �oP Y ENGINEER'S NOTICE OF EVALUATION#GSI-162F (D r &I Ana JELD-WEN.INC. NZ ORO OL 3250 Lakeport Blvd, eDo �� fl� Klamath Falls, Oregon 97601 Phone 541.783.2057 Facsimile 541.783.3592 oFrow%, DESCRIPTION OF[SNIT 4vic Z+orc Model Designation: DoorCraftgt Gladiator*Steel Door(Glazed or Opaque)with or without Side-lites Maximum Overall Nominal Size: up to 5'4 x 618 Usable In-swing Configurations: X,OXO,XO & OX General Description:The head and jambs are wood measuring 45' x 1.25"with an extruded aluminum saddle threshold. The door panels and sidelite panels are 1.75"thick and consist of two 25 gauge(min 0.018")steel skins glued to wood stiles and rails with an expanded polystyrene core. The glazed models are routed to receive %"insulated tempered lip lite inserts manufactured by ODL. FBC Section 1707 Materials and Assembly Tests: (1707.4.3 Exterior Door Assemblies, 1707.4.5 Mullions Door Assemblies) Test Description Test Location Date Report No. Certitvi Fit 'rze• ASTT1 E330 Lnifotm Static CTL•-Orlando,Florida October 6,1999 CTLA456W Ramesh Patel P.E.#20224 Air Pressure 211-Everett,Washin on 4tr of 13.1998 S98-280-Atli J.Clark Johnson P.E.#15891 AAA 4,1302.5 Forced Entry CTL-Orlando,Florida UcXober 6,1999 CTI.. Ramesh Patel P.E.#20224 Q71-Everett,Vli sWm on Au :4 13,1998280-A'RI J.Clark Johnson P.E.#15891 ASTM E331 's Water CTL-Orlando,Florida Oaoba 6,1999 CTLA456)A-' Ramesh Patel P.E.z 20224 Penetration QT1-Everett,Washingtm August 13,1998 S98-280A-111 J.Clark Joluison P.F..# 15891 ASTM E283 Air Infiltration CTL-Orlando,Florida October 6.1999 C'rLA4561,1' Ramesh Patel P.E.x 20224 QT1-EveretL Washm on kUglist 13,1998 ti9&280-A1}I 1 Clark Johnson P.E.# 15891 "Sidelites are considered a window and racet 15%of Positive Design Pressurewater infiltration criteria under ASTM E331. Design Pressure Ratings: ' Configuration Maximum Size Design Pressure Ratings) e Single X Up To 6'0 x 61 +48,00 48.00 Sin . :a with Sidelites XQ,Q OX© U To 574 x 478 .A.P a K. .' ' �a +48.00 -48.00 .. - 14Vr 00.. 0.. Glazed Sin le X U To 6'0: 6'8 +48.00 -48.00 Glazed Single with Sidelites XQ,ox,4X0 Up To 54 x 6'8 +48.00 -48.00 Installation and Anchoring: See reverse side this page Use By: FILE Copy 1.Evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures does not exceed the design pressure ratings listed abore. 2.For Masonry'installations where the sub-buck is less than 1-1/2 inches(FBC section 1707.4.4 Auehorelge Methods and sub- sections 1707.4.4.1 and 1707.4.4.2)same diameter Topcon type concrete anchors must be substilutc�ii.atld the length must be such that a minimum 1-1/4" engagement of the Tapcon into the masonry, wall is obtained Certification: Florida Professional Engineer - Seal No. 54158 March 12,2002 Wendell Nance ! JELL-4/YEJVOSteeJ 71.5'OVERfLL ARIL TiZIME WO . ' DWAALL NAx_ FPIAME H9 36625'MAX. 14,MAX. PANEL WIDRJ 'K,MAX. 36"M4.Y. WIDTH 14000 EDGE G[A2ED lNIStJLJITED S7EEt,DOOR - ' OUTSWIN "LWTS VVlAND IWOUT SJI*LrTES W/A L vAht? � 7.125•JAAx. PANEL W07H 7.123'MAIL X DtL.0. 111 O.L.O. Q Z � C3 v GENERAL rroTEs r ,r r � r r r an C3 F. THIS PROMO'IS DJ:MNED TD MEET WE rLO1R1DA JJUILDAJG LADE. _ r ¢ 2.WOOD BUCKS BY OTHERS, MUST BE ANG11fOM PROPDXY TO MMSFER 0 2r�e- MAX. = ems' � ? 3 � LOADS TO THE STRUCTURE. /D,Lo. 6.Laa DLA. a u Z Z Z 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON y or � r o 1 MJAILS. ANCNBE 0111 FMWENT TD BASE UATERNL 4Kj BE BEYOND � a a � = O 101L DRESSING OR STU=. o r xo r ' tn OJ v d. DESfGVEO PRESSURE RATING SEE TABLE PAGE f. J-- °o r ra r N c r j v 5. TINS SYSTEf! MEET 7HE Y/ATER REQUIREMENTS FOR `MJ4 VELOCITY � .� NURRX.4jVE ZONES". SEE DESIGN PRESSURE CFfART BELOtY in ® q S. THIS SYSTEM REQUIRES WINDSORNE DEBRIS EJ[FERJVAL PROTEC71ON r AS PRESCRBED IN SEC710M 1526.1 OF THE FLOR91A. BUALDJNG CODE, AT SIOEUFES GAYLY scta2 ALL UNITS y y °° 07. SJDEEITES ARF AN OPTION ANO CAN BE USED J14 A SINGLE OR y vlEltED y 4 0 3 z DOUBLE CONFJGURAxiON. 1 R FROM JNTERroR qo keQ RES&DENTWL INSULATO STEEL DDDR Sr CommoA to air acme candilions 'Gt_E WtSJDELITES n� m ( } SIE aEw5W.i SVApJG UNfT W o x -+ Door Leof Canstructign_- 37,5'OWA1LL 107'OVERALL AJAX. FRAME MOTH w ac U roce wheals 24 ga. (0.023") mfnifrwm thicJtrtess, rnUrl WfOT1I I4"Max. Pv�. o J6.425-Max GoWanised sleet A-525 eommsrciol quaJNy - AKpO per ASTTd 620 r36'MAX.� vn�L %MaTN 36'Aux. WMTN .with average minimum yd'eld strength Fy(ove.)=30,&27 pd. I W/A57A�L PWEL MTOTH7.125'Atex_ < d • Expanded palystynane with 1.0 to at o. 7,25 tor. density, 6?r active Wen, Inc. 3 Pend CansJruian: TGe ac6lre a1►d iroclire yarle{s are calstraeled form 24GA p (0.02?"min) gnxronized&Joel. Hue lace Sheet lop and holnim"are bent 9o' over the lop and haetam faits. The toy rail consists of LVL measuring J.87'e f r = ate. f_O:The bottom roi!measures1.25'high r 1.67 wide. The aides of the face ,,, zr.vs' 2Lr2s' 26125' 6ui ' - sAee1 orT raN fovmed into the LVL torch sfila and Pandlosa Rine hn stibE.M ewtr awuc sew z 1►hlcb m&osere 1.67'& 1R'. The laledlev cmeily is filled wlh polystyrene. The le �r j or ? J< " face sAecl is gfved to the poryslyrent_ a r e a u • The sash is constructed from 24Gk (0021'mlL) galvanized o rr o� sleet. Ru Udges of The face sheet are hent -40' over the palystyrene care and e y r 9 r cb W and gloved,o JL Tile wakes are rooted Jo aaceiVe the ODL wr Trinity Lire Frame ' r h ^• the vols arc glared with .1`Z5"lerWpered glans. The rite frames ore o - a Wet glazed cA The exWar, It \" • ?he frames we constructed koro Parelerasa Fine jomt-s I mean&•w,q 4.567' c 1,257. The ad jambs are marlisad and hull joined to the P a MT Side janbs and off Chad with head (3) 16GA. 7'r 7/1`6'craven win staples. The y / fY- � 1 ✓ - urdts use a high dam bump face threshold measerim 5.25'it 1.75: Me r lb,ashoW is clenched to the frame WM(3) rGrA 2's 7/16'crown vire staples. aULOnC p451:liJlw/5.11 ti d' TABLE OF CONTENTS E13 659.4197 sn 0 IUN� r,o�M •t DOUBLE W/SfJbELITES Ly SHEET 0 PTION sNf_s OUTSWING UAM7 N 1 GENML NOT_ AND TYMAL, ELEVA71ONS 1510139c RevpE Ce- 12 1& UI GO 2 VERTICAL CROSS SECTIONS A: 1tLt OF MATERIALS DeSON PRESSURE HATING _rift.w1m&AFOdib suu; Ar.T.5. '. 3 HORI'LON[ CRO55 SECTIONS WHFAE NUER LNFILTRA7IDN REuIRREMENT IS MEWED p�pr11 C k wn,c ei: AYLlT CID 4 HORI ONTAL CROSS SECTION k NOTES UNIT TYPE wj�gs E hf115 XWOE Fm Kuiaa ave H0 D? 22 A5 4trim D.oe f .over er RW GD O6 ANCHMORItNG IACATIONS h pE7AIL5 5 ANCORLOCATIONS CATIONS B DETAILS 119u1E M 66 V stoam - +6MR0 -53Apsf urwae wo: � y��'}y 7 GLAZING NLS 00661E V/OR W/0 SCUM(YMRIW6fit a ASMAACu? +53.0p&t -53.opsr eele.l gdsa far S-2109 8 UNR ODMPONEK S D6061L W/JR N/o Sr.TjIIES (IAI7l1`14.►s1gAr„q.) a•47.Opsr -47,opaf _ r¢r ) m� 8 w • 0 0 c - N CIA O , 03/2,4/2004 14:03 FAX 18884782254 JELD WEN Wedowee Al wi uu1 96.0" MAX, PANEL HEIGHT c 79,125" Max. p u N o _ Z Lt b 2� xRp ANYr Umicm a D .f5" MIN. q . f} a C–SINK —1 I �6 97.5" MAX. OVERALL FRAME HEIGHT I D .25'Mnx. MM THK. 7,75-MIN. EVE?. r 1.25' ANN, EF19. 79.f 25' VAX, ' u rrr��C a ' A EA �� a"I • f5' MIN. 15' MIN, q ' Q r COUNTERSINK CQUNTERSINK . 96"MAX. PANEL HVCNT •25' MAX. D SHIM THK. 1,15" MIN. 97.5' W. OVERALL FRAME HEICHT EMS. MM,y a F. A u �I yOP qNr ~ V71 w eY 1.VN+O Ya aNa Aims S r s�{ r4 rr r w 4 r 3 JAll M iii �7Mru a 7f,� i �• `� r•N p >C Y- $ " . ^ - a W n ►, +rid � €� �� °v a •N w N 0 1 � � b ♦.moi- x ag _i -yD r T O5 r1 ^ # vn n�yl l 1111S I e Ii I l� ly �aGz� is p,ty ,v � d e PROOUCT: wdb X GLAZED COCK JELD WAN,INC, 1v/& w/0 SIDEUTFS Z a: IG 13 2 AD TRI tBTY FRAME R0r• UP To 8 4 rc 0 0 OVT5WING ,�ins f'IIGH WAY 9Y NORTH e a 2 06 t na cDAR T 8 RW am-9R ASS¢MOLY: CHILOQUIN,OR.fl7624 C i o o N O f5 ? R N 1JN VERTICN, CROSS SEC71ONS PH.541.783,2057 �m _S `o I N OA ISIS de BILL OF M4TERML n ASIRAG4L AETAtVLR BOtTS (�) 2QTS 17.0"L-x 2 ITD4/34 CNLY OLPAURED .Jr2'Du. O TOP 6 (2)6.0'L UP To_147 pat SEE NOW ON. a BMW 3 E S*fr. 4 � Cc sEE flDTF f R 1 •tQATERIQR 77 B O n ! Vff. 4 7to p R 31 4rmw- .Lr• e 19 OS 6� JcmE•.- untTRon r 1 D N O EVA 1 C3 2 I w ~ `0. cjJ 40 2 rI�!glRI2QVrAl GYiO55 SEIDDN J e SEL NOW 3 $ �jF4NC .46[�g ►a BUCK SM. 4 � MJfAI _ .15' CfsC-5NK AT NRQfAVER ASPG—Y .25' SC£Ol7/IL A SM. ]MR —-----SHIY-kIC— --- •� ---.._ —o vl z in n�� L] ca EMB. woo UN wsWAcu ROAMER BDus (2) mXg- 7DTAL (I)9A'L r ALLYL AFGVNL4O SEW 1 J4 4 MA ITO 4 Oh'L TCuA4V7ED q3r ZU .312'OWB 7Dta k ()) (3) mr r 4.5'r 0.565' r 4 4 RE4 JI ONLY CWLWtW m w 9.0"L x.JIZ'up-9 BBJi[i�ti UP�-+IT q/ � 4 sEE NDN: E7[IiYIOR ��$o`o r-i 3 E 5 SHT 4 1 c 3 3 Q 0? } 6 VI 4 1 T SEE NOTE Q +0 2-90.4 '�] mum SEE K&L J 31 126 e w 5M. < �_��A170/ ►L Crlec erCnOH ••D �'^""' OPflQVIt HlPERUL ASTPACatt C-SINK-25' a o SEE DESiGH fRESmac cwAT A SHN NAY. t ligt AG<. n n- SEE OCGL A SFR. ] fOR SURFACE 80LT VIEW � 2.15'MW. EMF. 3 1 A n LATCH a�M9 T9 BUCK rr ENKW`to SEE DLTAC A SM. 3 TT]R UJVALT�IR1 41C SURrAci BOLT%EW 61]_659'959? I ACME N ` PRODUCT REY04D n - si mopfarlsg.All 17R F>ceNn wa:: NTS GD J.N�G'P�57B 1y7db4�o! Go or, 0D D-AW.4 � Aaquaer NnSJ�.�.L,n Fvc tr W11: �.�� nfi.Nl rlCmllvl s-2 tOs FA SURCE BoL r V&W ■L r 3--r8 W e� c 0 o . N oy O ITEM 134 ONLY CU ALIFED 5 UP T f47 psf4X' : 46 4 Z B 21 3442 6 F' 73 1S SEE NYITE cc 4 411 7 7 T 36 a SHT. d' O N o SEE NOTE o 5 SHT. 4 24 L 4L 1n Z O R 38 � .i�l� _ 37 w $ f 17 J :4-• L 7 z SEE MOTE SEE NDTE ::. jk ` Lu �i Cx?a 3 SHT. 0 _Jr�!- - ? a '� OR SEC NOTE 25 yc 3 SHE 4 , 2- SFE NOTE 3 39 40 T�- 4 6 SHE 4p d0 30- 32 4J 3ESM S1LL`VfE TO mwx JAMB. NP. SEE F�7TIE �N�SEE NOTE 32 SFE GWr,% DETAIL SHT. 5 7 SJff. 4 sw N07E SEE NOTE 12-H�12011iAL CR055 sm-mm w v M o? T. •4 4 `h 7 SHT. 4 SAT SJDEUTIE TO LATCH JAMB. Tog? ti� SEE DETAIL A 5.4T. 3 F YP O4 W C SURFACE BOLT VILIY I-I5"►AIR. 20 as off,' r„1 SEE GLAZING DETAIL 547. 6 EMD. .IS**A41H. \ NaM: �G}OUHTERSINK y I. SPAC WG FUR THE (9) 16 x 1' PITE FH SCREW ATTACHING THE VANDJAMR ASTRAGAL TO WE 11 x N INACTNE DOOR IS AS FOLLOWS: TOP OOWL I.0-'. 3.0"do SA'. FROM THE BOTTOM UP; IA n � a 3 3.0 5.0 20.0'. 42.0 X aVD, 2. SPACING FOR THE (14) 170 x I" PFH SCREW ATTACFIJNG THE IMPERIAL ASTRAGAL TO TML )Ac17WE DOOR t5 AS rOLLOWS: FROM THE TOP DOWN At BOTTOM UP: 1.0. 2.S' 4.u", 5.5", ..el 29 36 3 Tao', la_D"at 26.0: 4S O 3. SPACING FOR #B x 1 1/2' PLASCREW IS AS FOLLOW$DOOR PANEL TOP k BOTTaM; (3) 25 d' 'vI S EXTERJOR m cn 2 SCREWS (1) 3.0'IN FROM EACH HORIZONTAL CORNER WITH (1) MORE 1N THE CEtJTER. - �._n1Fc � 7 n �W� Z SitJ`RITE TOP & BDTTOA4•, (Z) SCREWS (i) 3.0-'W FROM EACH HORIZONTAL CORNER_ SIDES _ 1 .,''rs:�.;- •'1 I.". FR0A TOP DOWN. (e) SCREWS AT 3.0. 73.5; 24.5•, 36.0•; 46.0", 575; 56.5'& 79.07. ff ls''F7h" TaYr''° 07W 4. SPACING FCP BRAD TRIM HAIL 3/4" L ATTACHING THE OUARTER ROUND TO TH£ PQ SLRE IS AS FOLLOIVS; TOP & BOTTOM;' 1.25"IN rROM EACH HOI?IZONTAL CORNER WITH(3) 19 IDE4 _.;: >••�?>s:%i qtr ry MORE MAIL IN 7HF MIDDLE. SIDES; 1.25"FROM EACH END & SYX MORE EQUALLY SPILCED MI j��IQ4 0 0 0 THE FIELD 5. *VFW.3TTACANG THE STRJW PLATE TO THE JAMB AND BUCK USE IS x 2 1/2' Q PFH WOOD SCREW. WHEN ATTACH IG TWE STRIKE PLATE TO TWE 4009 AND SIDSLITE JAMB AT 17 V o THE MULLION USE fB x 2.-PFH WOOD SCREW- a- 5. SPACING FG9 LP6 x 2.5' PFH WOOD SCREW ATTACHINC THE MULLIONS fOGETHER IS 4- 4 47 SCE ROTE d0 SEE 100-2: 3 SHT AS FOLLOWS; 6.9' FROM EACH VERTICAL CORKER WRH (5) .MORE SCREWS EQUALLY SPACED. A 4 SHT. 4 TOTAL Or (7) SCREWS FER EACH VERTICAL MULLION. _25" ", q� 7. THE SIOELIZE IS SECURED AAO THE SWELITE CIAVEI WITH SILICONEr CAULK ON THREE SHIM TNR. 32 SEE NOTE eLtwlNc d' SfOES & 3/8' x 3/8" 1/4 ROUND & BRAD TM NNL x 3/4'L. 7 SHT. 4 'AI RULiAYT5.INC 90 S. W14EN ATTACHNG THE HINGE TO THE JAMS AND SLICK USE 110 x 2' PFH WOOO d13.6Ss 9197 N �170RT ROSS 5=0N SCRJ:yI_ 1WNEN ATTACHING THE HIl,>;E 70 THE JAMB AND SfOE111F JAMB AT THC MULLIDF4 USE AT.Sd3El1 BIXK, 11P. y�=. 12103101 aD 110 % 1 3/4"PFH OX0 SCREW. SEE CLAZING DETAIL SHF. 6 'RD6l:rT IIEvt9� n 9. THE SPACING TCR 11EM #57 THE 16 x i 1/2' PANJIM SCREW O1r THE DOOR LITE FRAME ueea•,fll°[MdU4FLu9d► sea[- N.I.S. CD IS AS FOLL&mg: FROM THE TOP ODWJV ON THE SIDES (IQ?AT 4 12.1873'.20-375" 28.5625'; DM 1oi` q,p� whr 1n': WLY 90 36.B125•; 45, 551875". 61.43757; 69-625",ANO 77.6125 AT THE TOP AKD THE 607MM FROM r `qd �K° RIGHT TO fLFT(3) AT J.375-, F1.075"AND 20.375' SCfLry1 SPACING FOR THE SI ams £T1A'�°t cxt n RW �•d IS AS FOLLOWS: RQ%A TME TOP DOWN ON THE SATES (9) AT 5.625•, 14.57.23.25-. 32.0625',41", a, cwwxc aI°: 49.75', 59.5625'; 67.375'; AND 76.1125 THE TOP AND THE ADTTOM RIGHT 70 LEFT(2) SCREW 6t:r c4Comm1 S-2104 Ar 3.125'AND 6-675' - 71 GJ+ slrn 4 •r,Ys 0 a ,4 �r CD - a. N CIV o , 03/4/2004 14:04 FAX. 18884782254 JELD WEN Wedowee Al (7) MORE EVENLY N s SPACED At 12.36"� • 36.375"— 5.5" A u r z$ � o 0 a R.5 cn� a ter, u r ~ o LU 0 m N N N D 9�^ r (S) MORE EVENLY SPACED AT 14.25' vi i L4 kq b 9 40 Im r"1 rn d Vi I ... a ff lW h U mTr rqa 24.0" 26.0" p ff� S� y r.� In O to t4�a +•U, PRO WCT: a x `A f o$ - WORD EDGE ", ZED DOOR JELP-WEN,INC. a _ w/ &,W/cul SIOEWE5 31725 HIGHWAY 97 NCRTH I 02 MO TRiNt LA e TY { RW UP r0 84 B-0 OUTSWINO � , e m 2 0 n 02 LOR ECT W. RW PRAT DR ASSWE CHILOQUIN,OR.97624 1 0 t, Z G N c 7 T ANCHORING LOCAflON5 P}l,541.783.2067 "' z A E v1. 6Y R OEUICS 03/�4/2004 14:04 FAX 18884782254 JELD WEN Wedowee Al WJ007 (6) MORE EVENLY SPACED A7 )4.25" a LNLn m'a „I o ^�vmi • u r x� tm s ~ is > ,. • • A •�, r "" bn L m� N In L� ml ' Ofa ~O m cA UIQ ■ In r 1nl p,M1 iW L o a q®CAM �� n ♦� N U u G � u 6" 24,7° 2fi.0" Ln r (6) MORE EVENLY O1 SPACED At 14.25° F---36.375"-- 5.5" IOl r-0 IA r yy Xr�1. m 2 i O1 � Fog - Z�j oT^ 28.0" _ I lJ LA q w _I � 3 M1 PRaDUCT: m: WOOD EDC GLAZED DOOR JELD-WEN, INC. kA # g Z W/& W OUT 510ELITES 37 725 HIGHWAY 97 NOR(N la I , ^' CI 10 3 2 A 0 TRINITY FRAMES 15 ! TO d —0 OUTS ^'' y m 3 t fib IS 02 C PAWT •n.M. PART Ok A551lA8L� CHlLdOUIN,OR.97624 a3QATE N A ma %u+ PH.541.783.2057 +do iA MiCHOAINC LOCATIONS �a _ NO GATE & DETAILS i P 9FVI510 _ a a 7 30 z Z 115625"7E4ro cli . J LLJ V>va 27 .5" CLASS RITE SEE NOTE 3 4U 94T. 4 O W� 3g GLA1TIdG DFTp1L OO LfT FRAME 5 nF 1/8" INSULATED TEMPERED CLASS .125" TEMP. NP POLYPROPYLENJ= � (TNERMOFLL-PB-30FA10391) 9 f 27 iv GLASS �, a EXTENO ' 1•'� : Z:.r .25to-. oI3 a c ` RIR SPACE u �- Q r P7 .5" G!+455 [31TE TE8lP. 1.544" f G z GLASS SEL ROTC 30 29 c� A £47. 4 a �c > ►7 Y rOnNG DETAIL 7�INME E FRAME < u u = 55 2�t !12" RI•SULATFD TEMPERED CUSS N„� 29 vs 56 L(JPOY EU-SO07 ' -175" TGUP_ c r -- - - � class t EXTEROOR .75"AIR SPACE N o q _ �1 — cc 3U TSTs. +cl so .125" TEMP. l `•=i'" 81].859.4197 N CUSS x' m .75" STEEL )NTERCEPTOR �[ 12fJe Oi eM SPACER �_ 1_354" �Ph'i+r+Ul ewe slcddr sw.c N_7.5. °O ? .5" GLASS HaYtlgC14 .w- W. R-OF °o BJTt me 02-AZ 29.x3 ap SEE NDTE 4 $ 55 GLAZING DETAIL TRIh7TY MY FRAME 7Slenilr14ka _L •4 c.: TdN ^� SHL 4 r' INSULATED TEAIPLRED CLASS °?""r"ry'" LUPOY EU-5007 4wl uefcoull 5-2709 sxcn 7 it B 0 �r r-1 �r o , o_ N er K O . t.67' 2.375' i j r t.67" f �__4.5625"----- { cc o ASTRAGAL HAS L i z cm N o h W ) 9.0"L. x 312'JNA R -I ILT TOP & yin O1 OOO PANELODOR TOP RAIZ LVL L001 Si:T �— —.--_ SOLT ® BOTTOM Z ?� �ci SfDELITE 80TfOi1 it MMGE Sill f n J2ALL LL'DOD 2• C7 � .412" 2 4 MOOD ERAME f] to 44 4PT1oNAl J 50 U n S x f1ifPERLAL ASTaACAf r>U q ffiRUDED ALUMINW .4375" LYAAL SEE OESK:N PRESSURE Ck4Rir 0 3.25" o j tiz .. O �S.ZS J OUTSWING 8WX FACE A :F ASTRAGAL HAS o o o _ m 2) t��a ci 51 _ {lilifHUAf TURES LD B. L. x Jr2"DOA. n o 3 _----►�_ OLTS O BOTTOMd'e u R OSI MALL iNJ(. N (2) 17.0' L Jr .312 OM -{ .140" a e 7 BOLTS 0 70P .525" d COMPRES90M Y1E�T7YERSR7IP 70 CHIEGEL O-LON ODS E5D 4 8„ 1.161" r c F m O 75"--I ASTRAGAL 04 2ACI 1ER AT C 1F 2.875" l._ A LUt 6BJ TA-11=3 EnRLIDED Afel NUM w ® � SEE DESIGN PRESSURE CHART 4 m w p cISlFI[e BUT SAW n O p ep 2 W c%i 3 O" 4 28 SURME BOLT (WES. 25" STML MODEL 454) n O O L - ® N 11.875' Cc) , z 4 STEQ DOOR HINGE z DRQL TRU .037" THK. 57EEL BY K4GE4 DIA 11AWS 1Y/LOCK USED FOR A #g �av�ciac �f pFH tYJOD P 41L1 7RU FOR SCREW 2PLC5 .357" DfA ASTRACAL eIy659_9197 N o RETAINER BOLTS N ap d u+2 1211 a101 IYINLVAALHER N WRGt3.I STRf1te AJE paouVcr9EYLfF.D NTS STEEL PLATE l�+�p�1e�altlkucPlecfb ODD oumhF' .4aS lan pro, f]5 P W OD i:pica n firm [Fx. or: 15 WQD LUCK BLOCK. 1 7t" TNJS, M.&.1 O +-1 d O N 6..N f A �t CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: 2A ot) Property Address: ` Owner: �- • Telephone # Contractor. Telephone #: Contractor Address: Fax#: i In consideration of permit given for doing the work as described in the above statement, we hereby agrce to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach I ordinance and standards of goodpracrice listed therein. Building: B ilding Type: O Trailer Service: If other conwuctiom is ❑ New Residence O Temp. O New being dome on this building Or site,lig the budding Old ❑ Commercial O Signs O Increase Pit amber Re wire ❑ Addition Sq. Ft. O Repair Conductor Size AMPS'. COPPER ALUIvffNUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service �'f�� RACE Size AMPS goo PH +/ w 3 VOLT,*;W WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V Fixed o loo AMPS OVER BELL .6,ppliances TRANSFER. Air H.P.RATING H.P. RATING CEILING KW-HEAT conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH I NO. OVER I H.P. PHS v v Transformers NO. KVA INO. KVA No-Neoo_Transf. Ea. Si �^ M Iscellaneous r(��/ / �✓ �'�� 8M S inole Road - Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 - Fax: (904) 247-5845 - http://www.ci.atlantic-beach.fl.us City of Atlantic Beach *** CLWOMER RECEIPT *** 4per: VXITH Type: OC Drawer: 1 Date: 8/16/64 81 Receipt no: 78761 Description 2�Quantity Aaount MIP BUILDING PERMITS 1105.00 Tender detail CA CASH :185.00 Total tendered 1105.N Total paysent 1105.80 Trans date: 8/16/04 Tine: 14:31:22 CITY OF ATLANTIC BEACH SS 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028850 Date 8/16/04 Property Address . . . . . . 1608 LINKSIDE DR Tenant nbr, name . . . . . . WINDOWS/DOORS TO SCRN RM Application description . . . SCREENED ENCLOSURE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 7157 Owner Contractor ----------------- ------- ----------- ------------- ROOBIN, TODD A. SOUTHERN HOME PRODUCTS 5700 GRACELAND ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32205 (904) 786-9241 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee 35 . 00 Issue Date . . . . Valuation . . . . 7157 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total 35 . 00 35 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 a. PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. I (� — ( - B1.11L 1CIAL CITY OF ATLANTIC BEACH Cc: �f vZJ j�fry BUILDING / ZONING DEPARTMENT L. Higgins I ! 800 Seminole Road err J _ Atlantic Beach,Florida 32233 (904)247-5800 J,3 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 0L4 Property Address: ��' �� D/- Applicant: /Applicant: -#-- @.r%"\ -� 7 , Pry" S- Project: ! L �,'li�t/�G fir -� d_ 2� !tool' This permit application has been: 2r . f Approved Reviewed and the following items need attention: il Please re-submit your application when these items have been completed. Reviewed By: Date: U l 1 I w' City of Atlantic Beach 800 Seminole Road •Atlantic Beach, Florida 322 5445 Phone: (904)247-5800 FAX (904)247-5805 • http://www/ei.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) JOB ADDRESS �� l IJ ��I �CZ DTL DATE CJ APPLICANT L�� '`� —r ADDRESS ,t^U n ► , ` J4LuPHONE: ZQD ,FL 2,Z,3 LEGAL DESCRIPTION: BLOCK NUMBER — LOT NUMBER ZONING DISTRICT CONTRACTOR "L�F�,,/l * 15 ATE LICENSE NUMBER OZ&0/- / 3 ADDRESS ©� PHONE('7C�10 ?k& 4?A Al CITY STATE rL- ZIPd;2zM_5 FAX MOO '7 —0905 DESCRIBE PROPOSED USE AND WORK TO BE DONE CA 1�1 �' �' EK` 5 11 t Scxe e. TTL-) XX PC_Q"Lic, W kNDow33 ANJ C9_ floc)2s�.'P)soi-oi KW!C\A�pL1 PRESENT USE OF LAND OR BUILDING(S) P jZNI9 VALUATION OF PROPOSED CONSTRUCTION -215 J `' Is this an addition? If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? �j� dill � New electrical or increase in service?* AJI'J Q U LT9JG,aC New plumbing fixtures? N 1A New fireplace? N 1 a New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? If yes,please sub 't with this application. WILL T IS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MAT ? NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical �_) survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 ( :6/18/0 STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach,FL 32233 Telephone: (904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATI9XXaQVIDED WITH THIS APPLICATION IS COJMECT. SIGNATURE OF OWNE4DATE aol(3 (t_� x I I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND T LANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. -7 SIGNATURE OF CONTRAC DATE �10`� ADDRESS AND CONTACT INF RMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLE PRINT) NAME MAILING ADDRESS WO � l�lti! �C a�,Z-Z PHONE /JL/ 5-q 0 ?F—FAX ?ULI" _7?;J5- 0163 E-MAIL u�K� d r `Gt-, SWORN AND SUBSCRIBED BEFORE ME THIS 3 DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE ��"°"�, WILLIAM M. MILLER AS TO O WNE MY COMMISSION#DD282828 Personally known 9"� EXPIRES:January 20,2008 1-8043-NOTARY R Notary Discount Assoc CO Produced identification Type of identification produced AS TO CONTRACTOR: personally known [] Produced identification Type of identification produced WILLIAM M.MILLER * MY COMMISSION k DD282828 7t3 EXPIRES:January 20,2008 1-800.3-NOTARY Ft.Notary Dis,,a.t Assoc.CA. 6naroz ,4t , kp P l 7� p'i v�2 l - ✓i 1��' _4 _q- � pm 4-4- lap •s �� `S n^� �^ Ns-` � Ia SN� X � �Ia ��' rl� � taw tv " P f(d 6 4)(L Q0 *Lo4c P- sL T� t w -50AOW WKt pv4 J APPROVED CITY OF ATLANTIC BEACH BUILDING OFFICE AUG. 1 2004 By: MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK AS SHOWN ON MAP OF „rEL VA 4/55=sm� CfC//T z AS RECORDED IN PLAT BOOK 47 PAGES AE OF THE CURREWr PUBLIC RECORDS OF DUVAL CO., FLA. FOR: 40V"W IV44 4r LaaLro, t�grsrD�/ NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. Q LOT /•d4 LOT /¢D {� 40/1W V, DO~lV ' G'.�•�' � 0 -- G' weev FtacfJ Cavcseri wV � � ;,2#. ti /8.o' 4 Q Q 7';t 4 r0 q o w� • �• .s tTdcco * � owrw i3"rovw$ �F `Q b \ F/MIJM IctppAlvr(ii.�s) Q14 ; h 0► 4. "4 +n 'QO'E. b w 7.s' / f.4F. �► gT A Af.76 . O o o or. 40 040Y. v 014ro L 1A1Ae-f149E AA? V46: (Sc' AtAsvr- of- *v v Y) I HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21 HH-8,FLA.ADMINISTRATIVE CODE ooMCRarE roNw�eNr (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- 1/2„AMD WIM L' MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN•ON THIS SURVEY. O 1 f2"WT IMM-L.B.1704 THE LOT SHOWN HEREON IS IN FLOOD M.A.L. BUILD00 RBOTRICTM„1 L-WE ZONE AS SHOWN40N THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC. ° c"TRAL ANO1E Ood10 DATED }-/�-I! 1643 NALDO AVE. JACKSONVILLE, FLA 32207 in RADM MAP, C014111UtIRY PANEL N° 12007E �� A ARC DISTANCE CN. CNORO DgTANCE e • I.C. POT OF CURVATURE SURVEYED ,I�W&_jrT Z4 19 93 ►.T. POINT Of TAPWNCY TERED SURVEI"OR NO Zigl./ FLA. ►J.C. POINT Of REVERSE CURVE SCALE: r' ✓OSE /Q. f+//LL P.C.C. P01MT Of COMPOUNDCURV! FIELD BOOK S-/0 PO. 49 ,, CITY OF ,Q4#d4c 3e"4-vnn Office of Building Official REQUEST FOR INSPECTJON Date Permit No. Time A.M. Received j n P.M. ,� - U t l V Job Addre tali Owner's m N t Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing - Footing - Rough Wiring Rough i= Air Cond. & Re Roofing Slab -- Temp Pole Top Out Heating Insulation Lintel Final - Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. TuesWed. Thurs. Friday Inspection Made P.M. Ins ctor_ ( Final Inspection — e o ccupancy Date CITY OF , &4ae& Feae4 - �7Qauda SOO SEMINOLE ROAD - - -,- ATLANTIC BEACH. FLORIDA 3„,: �1� T[iLLPHONE �`)U 4) _+7-1500 004) sUNCON, Ken Greene Contractors Inc. 3505-2 S. Kings Road Callahan, FL 32011 Re: Required inspections for Construction /n the City of Atlantic Bach Dear Sir. Please be notified that a review of our records reveals that no inspections have been performed at the following addresses: #14032 611 Selva Lakes Circle (no inspections) #16245 1476 Linkside Drive (no final inspection) #16716 710 Main Street o inspections) #17609 # (no final inspection) #17601 1473 Linkside Drive (no final inspection) Our records indicate that telephone calls have been made to your office on several occasions to no avail. Please arrange for these properties to be inspected as soon as possible. My next communication with you will be in the form of a Complaint against your license to the Department of Professional Regulation. Please call me at (904) 247-5826 if you have any questions regarding this matter. Sincerely, Don C. Ford Building Official DCF/pah cc: Homeowners CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received P. & 0S Ile Job Ad callli Owner's Name Contractor BUILDING CONCRETE ELECTRICAL P UMBING MECHANICAL Framing E-1 Footing Rough Wiring 71 Rough E Air Cond. & Re Roofing 71 Stab Temp Pole C Top Out F', Heating Insulation - Lintel El Final 7— Sewer Fire Place Pre Fab READY FOR INSPECTION Mon, Tues. Wed. Thurs. Friday A.M. 4 Inspection Mad �� _4 P.M. Inspector._ Final Inspection 0 Certificate of Occupancy L Date 17609 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH :M; . P EIS I T yl FORMA°I� ON LOCATION I NFO RMAT I ON. prm it Naber'be17649 , A dre ss : ' LINOIDE DRIVE Typt., RS . ENCLOSURE,. ATLANTIC BEACH FLORIDA 32233 rmi 1 as oaf W ork*.NEW conk.t r. TypeWOOD, FRAME:—, BI t ck 21 Lbt ;141 Twp n Proposed Use*, SINGL9 FAMILY Section:on: 0 e Bubd; R 0 T I i4el I ings; { Subd visicin;SELVA LINKSIDE mprov.. Cost > 290A« Total Fees: Jkmount Paid dart P 999 o esc, ED PORCH PER PLANS. 44 -17 APPLICATION PEES �37�5f3 k LINb' BIN + . R Can 7OF CON, I AT'I€ N l'aMe KEN LAC0 5134.3 kxP s t YPe " NOTES; P ? JAN t, RIto City of �tl�Intic-Bch NOTICE'-INSPECTIONS MUST BE REOUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS:FAW THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLBAFIED UP AND HAULED AWAY.BIf E,11TH SR CONTRACTOR OR OWNER "FAILURE ;T O PLY WITH THE MECHANICS' LAN' LAW CAN AtSULT MI �t PRt 1'E TY. t �'H ►`1t#N TWICE C! t�,L G 1 fPRC�'V� tS ACGf?RDING TO APPROVED PLANS WHICH AAE PART OF THIS PERMIT AND SUB,JfCT TOO,, VTI I �R TI 3N'CF APPLICABLE"PRCIVISIONS OF LAW. . t4 ATLAN EACH allILDIN EPA T "` By' ' o Knuth b. Gr¢¢nQ Contractor, Inc. 3505'- 2 i5outh K.ing3 Road Callahan, f)a 32011 Book 9170 Pa 2161 IF04S Mows two kiMG 0001 P"OC4&404 oA1A- 1 VACt AWV1 1w16 LOA FOA A1CORO-4 oATA -- PWRWNo. __ NOTICE OF COMMENCEMENT Slate of Fbrida County of The unoursigned hereoy eves noUcs that improvements will be mads to cenain real properly. and in aceo(danes with socuon 713.13 of the Fkw Wa Statt.tsa, >ra Ucwrnq inlcrmation is provided in this NOTICE CF COMMENCEMENT. Lienal descflpdon of pfoperty (Include SUW Address,If avaltaWa) 0 Oerarsl deapipUan of Improvernwtts kGP .VW i 0 r rh- CWIW kw a ownsel Interest In site of the lmprovernsM Pg.,., 2161 Fse SWkPW Title hOM W (11 otlwr than owner) Filed iialrte OR-50i&49 A.M. A"*Gs .M.Addreas HENRY W. COOK. Contractor DUV Addrasa S 6.00 liunty Address Amount of bond S Any peftton saatk4tq ban UW If"coftwud on of VW kwoveawttts: N" Addfses - -- psfaon within the State of Florida designated by owner upon hom no11C32 or other documents may be sorvsd ss pMkI d by SOCIUM 713.130X217-t?betide SWUNW . Marne - Addis" In alWllbn to himself, ownw designates OI , IQ receive s copy of the Lienor's Notice as provided In Section 71�.1�(tu01, Florida Statutes. E$plraUon date of NeUcs of CommencaRient (the expiration date Is 1 year from the date of rw:ording untebs a different iMe Is . J1 i1 ,pow*"a 0. I'- i orAA1 mar$I"&-UAL I have rc1644 upon rhe fullJa n Ikauaa of aw Athme A, P&O ELLEN S.BROOKS s-`m to w+un�. a.rJ w81W* Aus da of ,� commissioN N CC 681931 , u c '. %Plplb OCT 18,2001 Poll OOMDeb tHpu 4+1100 11t• A1610t is solei It lb CO.,INC. a • lir. � CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address .e AJ tX 5 (D #C- 12. �S G R.6.6-0 �0 2Crr � Date__.— s' cJd Heated Square Footage @ $. per sq ft = Garage/Shed $—P e r sq = _ = S Carport/Porcr� �cd S17-00 per scr ft = $ Deck @ S per sq Patio 3 S. :e sq t = S TOTAL VALUATION : S e- � Total Valuation 1st $�L,��t%�v / 95(- Remaining 5GRemaining Vaiue per thousand or portion thereof TOTAL BUILDING FEE S + 1/ Filing Fee $ ! � y ( ) Fireplaces @ $15 . 00 S BUILDING PERMIT FEE S WATER IMPACT FEE $! _ SEWER IMPACT FEE $i WATER METER/TAP S CAPITAL IMPROVEMENT SEWER TA: 1 RADON (HRS ) GO50 4 SECTION H 'PAVING HYDRAULIC SHARES S CROSS CONNECTION $ i SURCHARGE . 0050 S OTHER S GRAND TOTAL DUE S 7. ADDITIONAL PERMITS OR FEES : Mechanical Plumbing _ Electric/New Electric/Temp : SwimminaPool Septic Tank ; Well : Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : P 04 MIMI OF 01Pr�p��! Yage 14a. Of Pao" State Certified • 1 #CRC045843 KENNETH L. GREENE CONTRACTOR, INC. 1516 Leonid Road Jacksonville, Florida 32218 (904) 757-8611 a Fax (904) 751-6011 t#0/Of1A► etItMMTT[D TO ItcOal[ DAR k 1,f1 kh'? loe NAW( A 16M ` \ \ CITY, nu[ AND4111,cool -- ,oa LOcarnoh < (A G $UUY SEGUGiTv MUMNEti ,Oe /110M[ We heseep sulrnd owihcahons and astrnlafes tar _............ ---------------------- ........... _._ ..............---...- ................_....�.�.. ._._... ---... 1,2. ..... .. .. _ _ -- ------_----------_------___-- ........La2..Is/. 1�1..'J.. f �. ��c.r //.. i,�r, .._. .....---..._ ...... ___. ............... _ ................. ........._........ ...__ -........_.....--L-----.. ......-----..._ _.._._ .� -----------Y.: ��r...... ------- _ _... ................................ ............. ------- ------------------_................................................... - - ----- LR • ------------ ........... - (fie . ,c�h�s_,._.. - __._... t lit at hereby to furnish material and labor — tomplele m acc rdance with above spedtications, for filte UM of: lrl l �� 'Ptiuenrm to be i taick as follows, �e 307d- o -"anal w Bawer""to IM w Sof-had Ah mer\10 be C—ptarae�n �orf,TanW. w"anne•aecM+y to abndow a 0 Any anaAwn of Main abo-e spc hca" ll Aulnon1ld trha w- woRe ealta Cats eto esacubd anoV upon wdt-n orlon-ane 111,14 h-t ~an S1.1 re a-Ma CASW a-a and•t1- the owninate A.aara ffl.cant,4M i Yaan stns-s arc.0lwts m diKo"agent w caw" Canoe,to carry Me.mrwaeo awe oMp nac-asary�wwraw_a N01e TAM MopoaN Tay fort 1 'S/ l ow..-.Ens aw,r1"f Covered by 111110011,000-61CO-610060.0.wlew t Cawensw iwawranc- rdhdrawn by us it not Accepted rill: '/ 7 �O dem. ArtPPt iii r Of f rOV8881 —The atwve prices spec.hc.hons �• ane We1d1t1ons ars sstrs/xlory and are hereby accepted You are aulhonted S gnalure to do tha work as spauftad Pa ant p'dt be lnade %S ouW Med Ahove Det of ACCOOann: DoT � �� S��wsrure P 01 IGCwVI.�� I,. �Yeev� COt�.tYACtDY, �wC. 3.505 —2 .south tLIlwtas R.Dad CA UMl a vu, FWL'o(vi 32011 ' �A1c�0.4-g�.�-2Fa28 TO: FROM: SlASjECT:��-� � r pR,� TIME: 22 Zi TKS fax traKSMLttaL Cou tatwS L pages EKdkd%K0 tilt cover. COMM E NTS: v _ RECEIVED CITY OF ATLANTIC BEACH P%j 9 1998 PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERA S MOVING, DEIOL.rTSONS City of Atlantic Beach _ Building and Zoning Owner(s) : UnASE7O OD �N Address:W� L%;L-- �C Phone: ClC514-- c)�� Lot # 1l _ Block or Unit # Subdivision: _�y� L% C� T Contractor:-m.m4h 0-M 0- W ;6 !1 j � 1 �n . _ State License # /�OJ Address: ri6ffls' Vd, Phone No: �r� f7 City State W61M Zip Ccde� Describe work to be done:�� Present use of building: valuation of Proposed Construction: Proposed use J0 D'f) CJ--' Is this an addition? ,, (( if ves, what are the dimensions of the added space: IZ ft. X I `-i ft. Will the added area be heated and cooled? New electrical (or increasern) ?—moi New plumbing fixtures? 1 10 New fireplace?n VNew Heat/AC? r�o SUBMIT THREE (COM4RCIAL) TWO (RESIDENTIAL) CaNpLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMdENCE2 ENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWMUJ IS CONTRACTOR. Signature OWNER: Date: Signature CONTRACTOR: Da Z 11_ cy� Sworn to and subscribed before is _day of Ute! 19_q(v EDEN S. BROOKS Cl e COMMISSION#CC 681931 OTARY PUBLIC STATE OF FLORI LARGE EXPIRFS OCA`1 B 2001 IC10I, ATLANTIC BONDING CO.,INC. iAn f�13/ r MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK AS SHOWN ON MAP OF AS RECORDED IN PLAT BOOK �-.-- PAGES -"- OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: �� fTlOMFS Gag�at,OT/cam! -_ NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT, RCEIVErqkE DEC 2 9 1998 City of ,Atlantic Beach Building and Zoni, toT /39 [o7- /¢c 00w GOAI6dl rl x � V O ,,- V x � _ . V 1-4 0 !• frbleY JTdcto t /AI w�rN i3"e'Or�f `4 j � FIAntN fteot � p . . . . ' m \2 K., eeN�,tErs, vns N4 , Rr OL �O1p V • v'' o 28 76 ' in - 0 ; ' OVED CITY pV ATLANTIC BEACH BurLDINa OFFlCV- L IA.IACs149,eF AA? V46' 1 (Sc' AF,*dAlT- OF- tvvvJ . SAN 0 5 1998 /A/A[ •Qi/ i //-/6-13 re-04wip NzId 01 /ie COAW HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM Lf GEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21 HH-6,FLA.ADMINISTRATIVE CODE z (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- Conn-11 roNU MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. A o vs"1W/9 11 FOUIItT IB 51011'v �� RON•L.S.Iia FLOOD CERTIFICATES THE LOT SHOWN HEREON IS IN FLOOD 6.R.L. MNLDINO RIfTMCTION LINE =ONE */le"_ AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC. 4 CENTRAL ANGLE MAP, COMMUNITY PANEL NO 120073 004!0 , DATED f-rl-d9 1642 NALDO AVE. JACKSONVILLE, FLA 22201 R RADR16 A AMC DISTANCE f CN. CHORD 01 VANCE SURVEYED 4M&-J T 26 19 93J • � P.C. ►CHIT OF TANGS CT P.T. ►OINT 0►TANGlNC1 TENEO SURVEYOR NO 9,F41 FLA. ►.II.C. 00wr OR 0mvip a C04116 SCALE: ��' 2G' ✓OSE .4. /I+//LL +.C.C. rop1T er t6w6u le cm. FIELD DOCK 6" PO. ¢9 hUSI bIM.;IHitt-ti1Ir-KNKrCMIM�acnnntiw iob Configt"tlon: l al �X 1`I .en' r:�..t..1 t-I by Width(Prolectlon): I PATIO CONCRETE SLAB goof Panel:0 3"Riser by 12"Wide,orp('„J"composite Panel vith Clear span of: l' and Bearing Wan overhang of: I Nan Components&Spacing: 12 Note:Footing under roof bearing well(ONLY) I014•11EARINO(Slee)WALLIS)Header(Top Plate):2X2 Hollow x.040' '.A Plate:IMAM AM open Baek I Kitkplate er Chalr Ran(Perin):2X2 x.040'HS F FOOTING )earing Wall deader(Ede Boom): LI1-1_ yenoth of P 'oslsMolumns: ®Spacing of: _3 o.c. H LP Schematic Plan View-FootinglFoundation Location 12(Rlgnl Side Wall 2- Spaces® O.C.W/Posta of: Existing House C'Host Structure") Perimeter Wall �— Patio Roof attachment to house fascia i (see SectlonlDetail on Sheet 2) i w I O 0 I 1 Cl. --- ---------------------------------- a i IIoncrete Slab Perimete _�-- Gutter (M Roof Edge —_ 1, -- ------------------- Concrete Patio Slab/Foundation and'Front Wali Right Side Patio Roof Patio Roof OutSide to OutSide (including side overhangs) Overhang PLAN VIEW - rAT10 SCREEN ENCL05URE (Not to Scale - Schematic) • See Special Attachment It .5 actIon I Detail(Sheet 2) Tributary Roof Area (K Panel Clear Span+overhang) Root Panels-See Co nerlt Schedule Gutter I ' Header �, Header I Edge Beam I 1 (See Specification I Component Schedtile) House Roof Panel Clear Span Patio (Host) Side Wall Post Roof. Roof Overhang overhang (,, ' 0 JA (D , 2X2 KIC10919 I Chair Rall .KICKPLATE A rill ivy I Lim I 011m�:: I :..€:.:.::•::.........1... ... ... ... ...... ::. i. ..".: 1.......;..................................•:: See Typical Foundation Section I Detail(Sheet 2) Patio Projection dlh Typical Section / Side ! End View CoMillit Notiu: Coryright 1995.All Klxhte K.servuf ly9 eolalty 9trueturs Deei n aadlor David W.Miller Consracron Ownex 1Drewb+ a sv Pw of 5peeiellty Struoturs Poole" Ars Male+.a Swat 1 of Date) it Novi O � - / Z •a? 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Imo/ Mpp'N J] Ci7-um rn �� /// •pION- 1 t {rl '" MH MN HN Q4 J4y Y 11• VI 'O 3 '['_ 1� j�y 1 U 1 1 i o'i HHpI ��I A�•.-.� j 1 � l.x./ .r Q {O P O 'O a 'O O •• / Z Ali ' N tn S r . i `. I 8 1 tZ M e e s+ • a{ MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK AS SHOWN ON MAP OF AS RECORDED IN PLAT BOOK ._ 4Z. PAGES IZ- OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: 4Ae-VT4r .'fGK4W-F 4A4_oA4l1o't! NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. Q [o7- /40 J . D 040/'4040"KI.. G.,40 Coivuara x A_ O 13.0 a _ /A 7' ti` /• JToRY Jr r4lec4l xN w,r.W ,S"e 0QVW$ O b N h s7, 4. q P" RT. 74 04 S. D�c�!'QD D' L /X/ACX149E PA2 t116' (56' AF16117- Of- HVA Y) v 191993 Building f'/A/94 S[1 iF /144-1-3 .XoN ,tJo frill Ll D1�Vi.� 40A&/ I HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21 HH-6,FLA.ADMINISTRATIVE CODEM CONCRETE MONUMENT (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- 1/2,FOOND IRON =91 MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY O 1V2•SET NN01-L.B.171M FLOOD /C✓ERTIFICATE: THE LOT SHOWN HEREON IS IN FLOOD B.A.L. SUILDAKi RESTRICTION LINE ZONE __�a " AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC. I CENTRAS ANGLE R RADIUS MAP, COMMUNITY PANEL No 120070 GOO/O DATED ¢-/7-69 1643 MALDO AVE. JACKSONVILLE, FLA 32207 A ARC DISTANCE CN. CNORD DISTANCE P.C. POINT OF CURVATURE SURVEYED J441601 19 `�V P.T. POINT OF TANGENCY TERED SURVEYOR NO 2366/ FLA P.R.C. POINT OF REVERSE CURVE SCALE: P.C.C. POINT OF COMPOUND CURVE FIELD BOOK fr/O PG. 5x,9 Tertirtratt oaf Manvancu (situ of Atlantic iStac# — Yloriba Department of Nuilbing Inspati n This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Singie a''amil f Residence Bldg. Permit No. d 168 Group W1 rTtts,B Type Construction B:f Fire District Atlantic 'EeLch, FL C ruex Real. 6610 Sourxi.ozit� Drive S. Owner of Building Estate t Address z....t. 0 i r 32216 a�a 7. ..p Fl. � j1dfyg�AddLocalityAtlaZt3C Beach, EacreT 32233 'WORDBy: DON C. uldi Date: POST IN A CONSPICUOUS PLACE CITY OF 4Frrtic �iacicvuala �----- v- 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-SM FAX(904)247.5805 NOTICE TO: Water Department FROM: Building Department DATE: g Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address 4ff2 erely / r Building Department If G, 0'A>"' CITY OF 4&mac B -0; 1tt Office of Building Official OP/ r +" i L REQUEST FOR INSPECTI �g Data Permit No. 162- Time A.M. Received P.M. Job Address Locality Owner's C Contractor .- FIUILDINCw C E RIC LU BIND MECFIAiC ramrng Q Q g C Cond.& Re Rooting C] Slab D Temp Pole Ci Top Out 0 HAirea ing Insulation 0 Lintel 0 Final D SewerFire Place Pre Fab READY FOR INSPECTION A.M. Tues. Wed. Thurs. FridayP.M. ``--' A Inspection Made P. Inspector __t Final Inspection C7 &ertificate of Occupancy Date CITY OF 4&4#d4c /3eacA Office of Building ffi fal REQUEST FOR INS CTION Date Permit No. Time / j� A.M. Received ! P.q. Job"ss ,,i-ocalitty Owner's f Name ^,.�(,. � Contractor �_®1 BUILDING :' CONCRETE htECTRtC, C PLUMBING CHANICAL Footing ❑ ftugli--ring u ❑ Air Cond. & (� Re Roofing r ❑ ` Slab 1:1 Temp Pole Top Out Heating Insulation ❑ Lintel E, Final L7- Sewer ElFire Place 11Pre Fab READY FOR INSPECTION A.NY Mon. Tues. Wed. Thurs. { Friday- M. A.M. Inspection Made ._ P.M. Inspector Final Inspection ❑ i Certificate of Occupancy❑ f �'� Date CITY OF 4&4�.c nP • Office of Building Official REQUEST FOR INSPECT[ cb, f (nPermi Date - Time fd �� Time A.M. Received __ PM. 'dress orality Owner's Name Contractor 3` _ BUIL IN�G CONCRETE ELECTRICAL PLUMBING MECHANICAL �'Frar�tftRf ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond,& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation -�111 Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M.) Mon. Tues. Wed. Thurs, Friday A.M. Inspection Made .v_ ` f PM. Inspector � Final Inspection E, Certificate of Occupancy Date _�� r� //�,��x; //CITY OF 4&404c Office of Building Official k REQUEST FOR INSPE ION Date- 1 Permit No. Time" , A.M. Received Z • tv#�` /(C(:) Jobddress cality Owner's Name r BUILDING QNCRETE ELE RICAL PLUMBIN MECHANICAL raining El Footing C g firing ❑ Rough ❑ Air Cand.& Re Roofing 17 Slab Q Temp Pole C Top Out ❑ Insulation G' Lintel ❑ Final B Sewer L Fire Place 0 Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. .-+yrs. Friday P.M. M inspection Made _._.� �_PM. Inspector r Final inspectio Certificate of Occupancy E Date – -----------___— DATE: rl_ PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION<S> HAVE BEEN MADE ANG A11L SATISFACTORY : y3 � Pio--� -/y--- ------- ------------ -�43 -------- :�� ------ -------------------------------------------------- --- -- --------------------------------------------- -- - - - Enclosed are the blue copies of the permits. 5ERELY, BUIL ING INSPECTION DIVISION cc:FILE DATE: /6)—_27. y- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: 7293 lLG'8 X12��S,ICLe------ ------------------ ------ ------------------------------------------------- ------' ------------------------------------------------- i Enclosed are the blue copies of the permits. 5 RELY, BUILDIN INSPECTION DIVISION cc:PILE DEPARTMENT OF�UIMl1Nt3 CITY OF ATLANTIC gAqW . '11!' 'lotLOCATION ' I NFORMAT I Oft — I trt3A"r 7373 ddress : 16108 LrNxSIOE DRIVE TYPE: MECHANICAL ATLANTIC BEA1H , FLORIDA 323 , $ `fork; _ N� - LEGALAEBCRIPTLOH r; :Ty Wool) FRAME __ .� 'opQa � ,y S I NOLE 1AMI Lt, i1++P. " tti F+Y'c 0 ubdxvisi0n* I ELV . LINKSIDE .v d` al;ue; � t� . O � Improv r C qtr n a f Q Ambun . gar j 4 L S ; 7 ZION mw 4 4 APPLICATION FEES - 94.00 I DRIVE N -TFLORID ' C EE 14$0 00 Th � WATER 'X9TX t/TA,R RADON OAS-H.R,S $0 .0o ��'I C a } < . _ - - RADON ' OAS �- � � .qf3 n ' ..ARw� ..0 . i �ART�"AL`l rM ROVE, o-", der s X14 ?- BEAK ROAD SEWER TAP Q.010 HB ' ISE, FL 32257 HYDRAULIC SHARELi (3 } TY _ U CRO S CONNECTION C : CON.$C—OTHER I f i { NOTICE ALL CONCRETE FORMS AND-FOOTINGS MUST BE INSPECTED BEFORE POURING, PERMIT VOID SIC MONTHS AFTER RATE-OF ISSUE BUILgiNG'MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE 6LE44Et UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER.,I r Flo L1R;E TO COMP WITH THE 'MECHANICS' LIEN LAW CAN RESULT IN 'THE` +RCflf ER rY OWNER PAYING TWICE I:QR SUII_© NG I IPRC�VEMENTS." I 1ffi56tQiNG TO AP'PRCIVED.PLANS WHICH ARE PART OF THIS PERMIT �r 31�I.f3F APPOCA91LE PROVISIONS OF LAIN. M AND ATLANTIC BEACH BUILDING DEPARTMENT ! 1 t { 1+ f b BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH 7 ATLANTIC BEACH, FLORIDA 82298 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. LOCATIONStreet Address: 1608 TJPJ f ,, rlZRM OF Intersecting Streets: between gEMTN0LP ROAD And ATLANTIC BLVD. BUILDING Sub-division qFTVA LINKSIDE, TER 141 II. IDENTIFICATION — To be completed by all applicants , In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good.practice listed therein. None of Mechanical Contractors Contractor (Print) MANDARTNI HEATING IND AIR Master CACA12623 Name of Property Owner CENTEX HOMES 3 Signature of Owner Signature of or Authorised Agent Architect or Engineer III. GENERAL INFORMATION A, Typo of heating fuel: B. f 15 OTHER CONSTRUCTION BEING DONE ON l Electric THIS BUILDING OR SITE? YES ❑ Ga—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE�Ir ' M�ER OF CONSTRUCTION Q Oil PERMIT 1 oti ❑ Other — Specify IV. MICHANICAL EQUIPMENT TO RE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) [d Residential or ❑ Commercial Heat ❑ Space ❑ Recessed X Central 13 poor New Building Air Conditioning: (3 Room je Central ❑ Existing Building Duct System: Meter;al T110T MART) Thickness 1.a ❑ Replacement of existing system C�) Maximum capacity 1 000 c.f.m. 21" New Installation(No system previously InstalI4 ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify ❑ Cooling tower: Capacity 9-pi". (3 Fire sprinklers: Number of heads Cl Elevator Q Monlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ . Gasoline pumps (number) (Reeeiwd) Q Tanks (number) Remarks Q LPG containers. (number) Q Unfired pressure vessel Q Permit Approved by Dafo Ieilers Q Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT ty A rovltss � 2 Number Unita Description Model Number Manufacturer ( ) cy 2'— LTL 10.0 HEATING • FURNACES, BOILERS, FIREPLACES capad proVft to- Number Units Descriptions Xa"Number Mmufacturw 8 ) ��1 030 TRANE 30 000-5KW LTL 7.5 TANKS Now Many Naming Capaialty Type Liquid Nano of Serial Approving and Dimsanu ons Contained Manufacturer No. Agency J Z� TiANSMITTAL DOMAENT FOR JUA DATE: Th-� following permits have passed "rough" inspection: Permit No. Address Please update your records accordingly. Thank yokl, BUILDING CLERK CITY OF ATI,ANTiC' BEACH /vcb ? CD in ® , \ � , 9 0 ■ � �_ % � \ � r �� ° to o CA $of \ lo- 0; %; % \/o 00 � \\ #$ n //CITY OF 4& /s�- Office of Building Official REQUEST FOR INSPECTION Date �3 Permit No. / 2 Time A.M. Received P.M. Job Address Locality Hr s ameContractor BUILDING CTWK-C-R3E1> ELECTRICAL PLUMBING MECHANICAL Framing ❑ o mg Rough Wiring Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab Temp Pole F I Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab _ READY`FOR INSPECTION �Fn rE (` FJ�/"7 A.M. Mon. Tues. Wed. Thurs. Friday �`� A.M. Inspection Made RM. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH, FLORIDA ti APprovWby APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:,-9:- /0 --_,,.,14 IMPORTANT NOTICE* t tr IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THIi ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. .�C'0 �e'c � 1 / m JfiwSr�✓ ELECTFICAL FIRM: ., , �. MASTE_R_EL CTRIC18N SIGN6 0RE JOUBNEYMA NAME., ADDRESS* RFD 80X � p BLDG.SIZE BETWEEN: RES. APT.( I COMM.( I PUBLIC,( INDUS.( 1 NEW k*. OLD( 1 REW. ADDITION( ) TRAILER ( 1 TEMP.( I SIGNS ( I SO.FT. r FEE , SERVICE: NEW(4 INCREASE( I REPAIR t 1 f CONDUCTOR SIZE AMPS 450 COPPER I I ALUM s7,{; MMLCH OR BRE ER MPS PH 13 W CVO EXIST SERV.SIZE AMPS PH L W VOLT RACEWAY I:,�• FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.00 AMPS. Itt.t0o AMPS. f , SWITCHES i�. INCANDESCENT ". FLUORESCENT St M.V. •i FIXED 0.100 AMPS. OVtR j i APPLIANCES BELL TRANSP. AIR H.P,RATING H.P.RATING F. CONDITIONING A. MOTOR OTHER MOTORS AMPS CELL HEAT; KW-HEAT 0.1OVER MOTORS N.P. VOLTAGE PHS NO. 1II.P. VOLTAGE PHS MISCEL ANEOUS TRANSFORMERS: UNDER Wt. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR 8 ZE SWITCH FLA5HER ._.. EACH SIGN FORWARDED rw•rn• W TOTAL FEES t. f 72l ` DEPARTMENT OF BU1LIPINGI CITY OF ATLANTIC,BEACH 4rc PRRI t I I NL''f}RMAT ON - LOCATION INFORMATION --------- 7221 ...,...... ---7221ddreas : 1643 LINKSIT}E DRIVE m i T' P : PLUMBING NTIC' BEACH, FLORIDA, 32233 of Werk: ' NEW -�__ --�- LEC�A�L DESCRIPTIOl4stx. Type:; WOOD FRAME ot : �~ Block: Section__ Proposed Use: SINGLE FAMILY Townships RNCI: 01 ia,el lima i 1 Code: 0 ubdivisio"n: SEL'VA LINKSIDE imated Value; $0 .00 Improv. Cost : aC . I�ot F $57w00 Arcluni' $5, 7 -00 * - _-__ TION -= - . �. �. __'" APPLICA.TION FEES I N ,.. TATS PERMIT 7.00 j cadre s : I E DRIVE WAT ' PACT: ER 0.00 A ' Place C, FLORIDA E RADON �A�"H s• Y V s o A 0'M CO A; ORMATIO - RADON CAS- � 5% to .00 Namt� I? NHa ` 0�9, S PLUMBING � _. WATER..TA . . .tC ddre s: 4029 B I�iG BLVD,o S -WER .TAP $0 .00 J CKSC1 LE, FLA. 322I.fl HYDRAULIC SHARE $0!;�4 Type: CAPITAL IMPROVE, WCT mq' RIOTER ` -w { 1 NOTICE—ALL CONCRETE FORM$AND FOOTINGS MUST 8E IN$P.ECTED t3EFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF IS SUS f3U1LC1tNG MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MAST NO7 SE PLACED IN PUBLIC SPACE,AND MUST BE ;.CLEARED UP AND HAULED AWAY BY EtT,NSR CONTRACTOR OR OWNER Or FA LIRE TO COMPLY WITH THE MECHANIC$' LIEN LA _ yCI01N At IN �` I TI ErPI�{ PE.RT`Y C?WNER.PAYING TWICE FOR BUILDING I�1�R�rVEMENTS.�� 11381# p ACCORDING 70 APPROVED PLANS WHICH ARE PART OF THIS PERMiT AND SUBJ 74 REV I! IOLATIaun N OF APP t1CaBLE PROvtSIONS OF LAW. . ,, I ATLAN BEACH SUI"�`I G DEPARTMENT *MR: 'low t If t� CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT Q b C� JOB LOCATION:- ho lt� 1j _ `- ' PLUMBING CONTRACTOR: DON HARRIS PLUMBING CO.P. G.-P-OTIT658 _ LICENSE NUMBERS: __.lA�K�Q!'yILLEs FLS 32210 C F C- ------- ------- (904) 772-090Q OWNER: l _____-_ _ RBUILDING CONTRACTOR : _ ,� _ /� � TYPE OF BUILDING:---� �`=_ - _ SINKS ___-__-__-SHOWERS 3____LAVATORY _____ ___WATER HEATERS ------ J zBATH TUBS ____/T-DISPOSALS DISHWASHERS T--CLOSETS URINALS _ _ WASHING MACHINE FLOOR DRAINS ----------OTHER /X,�-)-TOTAL FIXTURE COUNT --- -` ------------------------------------------------------------ INSTALLATION OF PLUMBING AND FIXTURES 'MUST BE 'IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE:-s, 7162 { DEPARTMENT OF II ILlDING CITY OF ATLANTIIISEACH ' „I ma.t . Ier Ir NI'ORMATION , LOCATION INFORMATION --------- 7162 1; A cle 6t?� LIN1aIHL DRIVE Type: BUILDING ATLANTIC BEA.G`H, FLORIDA 322.33 is £# WQI:}L. DESCRIPTION ---------- C � ,. Typ , WOOD RME � L � � 141, -, Hina k: I?r + tl e: SINGLE PA ILy p ung s 1 Coad £ S ibdivisiori: S1LV . LII4KSILIE: 2 . :Im v: Ccs $ .OQ g AF�.S+T aRi4 $2551'. 02, i , vimH-qr_1 1601, "� ., • - �' APPLICATION FEES $447 .00 T DRIVE PACT' �` E ' *00 LORIDA 3 2 k I � E Iwi v w w° C4 C RMATIOt .,----- � RADON OAS ., �� S0 . 70 E L E$TATEtA 'ER.a SEWER TA P $0 f-00 ACREO r E, FL 32216 FiM1.�t{` 3R ITI,'I C�,(.S4yHA�}}RrE{rt' tJ.Q.C} P , $4 VAP d_.�� +�$M Rf.7 1,Nf i $ SI ".it , IMPACT FEE 400 � a� m NOTES: ; i i i L £ b NOTICE—ALL CONCRETE FORMS A140 FOOTINGS Ml15IT BE INEPECT.ED BEPoIiE`POURINf:3 PERMIT VOI[J SIX MONTHS AFTER DATE OF'ISSOE i BUILDING MATERIAL,RU884H AND DEBRIS FROM THIS WORK MUSTNOT.BE PLACED IN PUBLIC SPACE,AND MUST BE J CLEARED UP 4N`G HAULED'AWAY BY EITHE CONTRA CTOR OR OWIdEF ` t `FAILURE TQ COMPLY. WITH THE MSCHAN i LAW CAN RESULT IN TF PRC PERT�t OWNER:PA' ' NGG "1"W1C9 FOR ��I�.� �. i 1 �'RC�'�EMENTS " ACCC?RDINt3,.T4 APPROVED PLANS WHICH ARE PART ©F THIS PI*RNF#T AND $ FOR VIOL7ktCON OF-APPLICABLE PROVIIOIVS'OF LAW, A7LANTiC BEACH BUILDING DEPARTMENT Man; ` i �j 'ROPERTYCITY OF ,OESCRIPTIOM .ot 0/d/ _Block --------Section •_„_„-_ 716 OCEAN BOULEVARD ,K)L 3 4 1993 ATLANTIC BEACH FLORroA 32277 Subdivisions cj E l-q A L u K S % d e__ TELEPHONE 04)4J249-2J95 g and Zoning itreet Name � DESCRIPTION OF WORK sr Address- /_.._w__ 4.r�r..r_r If In a FLOOD HAZARD •lood Zones__x ---------area complete page 3. Brief Desorl,ptions_ 1"11e Claws of Works tNev/Resodel/Addition) �'f Cvi XfNING INFORMATION of �� ti f!�A�.•� �S • Constructions--- Cons :oning Proposed Estimated Vilue s--„r------------- o 0 v�. :scceptionw or Materials$_W ^_ S� o ----------- aria'*• Oranteds_____________..�_�„__.... Solid or •--•--------- Filled - / Orounds O tG----Roofs S��*'� t" OWNER INFORMATION Method of Meetings L e ------ Property Ovner s_C e, 1:,:�-.X 5 f- --- Phone I � Mailing / L Z J SQ� �+- o� N'T •fin- S Address_-b --- ----- - CONTRACTOR INFORMATION Contractors_�.��-!TE L- ='i�� „----_--- Phones-------------- Mallin ---O-------•�--'--�- � ~'Address$ -Le.'? --U FMK U��1t ( L ""Q'\ M3 Zips _ '2.'�- (-�-- rwwrwwrwrr_-_-w_wr-wr�rr�rwrrww �Z--C�11 Expiration License Numbers_ _ �?..:S.q�----------------- Date$-------------- I NUEST CERTIPT THAT I HAI RRAD AND RXANINCD THIS APPLICATION AND KNOW TN[ SANS TO [E TRUE AND CORRRCT. ALL PROVISIONS OF TUk LAWS AND ONDINANCCS OOVERNINO THIS TY►t OF WORK WILL AE CONPLISO WITH, YNITNSN R►ECIPItD NRRSIN OR NOT. TNS ORANTINO OI A P[SHIT DOLS NOT PRCSUPRE TO OIVE AUTHORITY To VIOLATR OR CAHCEL THE PROVISIONS OP ANY FEDERAL. STATE OR LOCAL. RULES, RSOULATIONS. ONDINANCRR. OR LAWS IN ANT HANN[R, INCLUOINO THE OOVERNINO OF CpNSTRuCTION on THE �:'_' r !• IERIONMANCC 0► CONSTRUCTION OI TNt [CT I UNOSRSTAND THAT TUC 19SUANC9 01 THIS I[RNIT IS y!- niti CONTINOENT UPON TUB ASOVR INFORNAT EI AND CORRECT AND THAT THE PLANS AND iU►IORTlRO DATA NAVE 99E11 OR XNALL' SR pews AS RL ' ? �� - fiili� �t Ovner Signature -___-- - ----------Date__------- Contractor 8ipnature_..______.. - --- - --------Date_?y?__1_J CITY OF ATLANTIC BEACH BUILDING PERMIT CALCULATION SHEET Address—/6- -'7)&aL)q) Date ,p-_/b '- q3 Heated Square Footage per sq ft = Garage/Shed per sq ft = S S7 -7 Carport/Porch (a $ 15.x© per sq ft = $ Deck $_per sq ft = $_ Patio s per sq tt = $ 32e TOTAL VALUATION: $ 1,52 26 $ Total Valuation 1st $ $ Remaining Value per thousand or portion thereof TOTAL BUILDING FEE s -a + 1/2 Filing Fee $ �0v- Fireplaces @ $15 .00 $ /J-,eD BUILDING PERMIT FEE $ `1`f7 0 BUILDING PERMIT $ Z./a--9, -Q) WATER CONNECTION $ /430-0 0 SEWER CONNECTION $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ (1(0? ) RADON (HRS) .00'f5 (1ticz- ) RADON (CAB) .0005 SECTION H PAVING HYDRAULICSHARES OTHER,5'-ti-L= $ 7-0 GRAND TOTAL DUE 0 2_. ADDITIONALPERMITS OF, FEES' Mechanical Plunbing Electric/New_______,Electric/Temp_;SwimmingPooI Septic Tank,--,.—.--_; Well_____; Sign _Finish Floor Elevation Survey_,,____; Other__,_____ 'ALCULATIONS and/or NOTES: i FLOODP"XU MCLOPMCUT 111FORMATION Type of Development - ...._......_..�_ -------------- Flood Zonal- „ �-�� RequYred Lowest Floor elevations NNN-y-�-_wN Yf building is located within a -flood hazard zone• a survey aunt be wade AFTER TUB BLAB NAR Bpi/ POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the baser flood elevation established for that sone. No final inspection will be made and no oertASieate of occupancy will be issued until the survey Is on Zile with the Building Department. COMMBNTSs Applicant Aeknowledgemeet• I understand that the issuance of this permit is comtingent upon the . above information being correct and that the plans and supporting date have been or shall be provided as required. Z agree to comply ith nil applicable provisions of Ordinance Ito. 25-7-11 • d • 1 other laws or ordinances affecting the proposed devel t. �at.?� 9 R- Applicant•. Qignstur• _-....--- ----------- �rrrrrrrwrwwwwww�w-wwww-ww-w wwrrwwrrrrrrrrw�rrr .wr-.� Department Use Required Lowest Floor Elevation - r_____----- As Guilt Lowest Floor Elevation - -------- -- Survey Filed with Building Department -- Building Department Representative papa 3 APR - 2Z — SZ F R I 1Z : 22 T R U E T R U S S P . 02 !' TRUSS TIE DOWN STRAP • rrovida edM"kKroaod("Ilan to WIW upl t to,ocm mnon tr►d tn+e"a *fd w.W&Wp pule,or ooncreto th boW N ►ROptICT Yru" NAR m SRi COOL OAUOt 1.331 B.F. K1N:D= CARTON t: , Hormc to e,. 1300 tied x dwo 2 x', MDPW to 9t. 1626 1411d 9 Soe GerMW Not*11. SOW Swap HOP �a SERIAL # 541.1 * RESMANUJ( c ) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES( c ) DATA FILES ( BASED ON A .C .C .A . MANUAL J - SEVENTH EDITION ( c ) 1986 by A .C .C .A . ) ------------------------------------------------------------------------------- NAME........._Lot......_14.1.......Se1.va....._4-. ..n.k. .d.d..e ............................................................................................................ APPR5S5......,:.._1-6-09 .Lin_kside. ......_ari.ve..................................................................................... . ................................................................................................................................................................................................................................... �1�Y . AtlantiGBeachx .................................. ................................................................................. .. _ .. ........ . _ . ....._ _ ...................................................................................................................................... ........... ................. OWNER......_..Ce.Centex............................................-........................................................................................................................................................................................................................................................................................................................................ BUI_LDER........?.Ce.n.te x.........................................................................................................................................................................-............................................................................................................................................................................................. Conditioned Floor Area 1344 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation ; 30 Deg . / 24 Ft . Above Sea Level Outdoor Winter Dry Bulb ; 32 Deg . F Indoor Winter Dry Bulb ; 70 Deg . F Winter ( Actual ) Temp .Diff . 38 Deg . F Winter Temp . Diff . ( wTd ) ; 40 Deg . F Outdoor Summer Dry Bulb ; 94 Deg . F Outdoor Summer Wet Bulb ; 77 Deg . F Outdoor Summer Humidity Ratio ; 114 Indoor Summer Relaltive Humidity ; 50% Indoor Summer Design Grains / Lb . ; 49 Indoor Summer Dry Bulb ; 75 Deg . F Indoor Summer Wet Bulb ; 62 .3 Deg . F @ 64 Gr/Lb Summer Daily Range ; 19 Deg . F - L Summer ( Actual ) Temp .Diff . ; 19 Deg . F Summer ( User Sel ) Temp .Diff . ( sTd ) ; 20 Deg . F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL - 20515 .78 ; STRUCTURE SENSIBLE - 9713 .939 MECH .VENT-- 200 Cfm 4180 .00 SENS . + MECH .VENT : 13893 .94 TEMP .SWING @ 3 DEG . : 1 .00 ; OCCUPANT/APPLIANCE 3000 .00 DUCT LOSS 1025 .79 ; DUCT GAIN - 1689 .39 TOTAL LOSS/BTUH 21541 .57 ; TOTAL SENSIBLE 18583 .33 ; TOTAL LATENT - 12020 .99 ____________________________________________________________________ 20p OVERSIZE FACTOR 4308 .31 ; 20% SENS .OVRSZE FTR: 3716 .67 ACTUAL + 20o OVERSIZE: 25849 .88 : SENS . + 204 OVERSIZE : 22300 .00 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT . MANUF . MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE ( S )EER CLG CFM HTG CFM * L O A D C A L C U L A T I O N r TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S_____________________________________________________...________________ West Double Clr Drapes/Blinds 1 15 .00 435 .00 690 .00 West Double Clr Drapes/Blinds 1 6 .00 174 .00 276 .00 East Double Clr Drapes/Blinds 1 9 .00 261 .00 414 .00 South Double Clr Drapes/Blinds 1 24 .00 696 .00 600 .00 North Double Clr Drapes/Blinds 1 15 .00 435 .00 240 .00 North Double Clr Drapes/Blinds 1 42 .00 1218 .00 672 .00 North Double Clr Drapes/Blinds 1 11 .70 339 .30 187 .20 North Double Clr Drapes/Blinds 1 11 .70 339 .30 187 .20 South Double Clr Drapes/Blinds 1 4 .50 130 .50 112 .50 Infiltration : Winter Htm ( 29 .4 } x 138 .90 4083 .66 Infiltration : Summer Htm ( 7 .74 ) x 138 .90 1075 .09 _________ _________ --------- Window Frame : Metal SUBTOTALS : 138 .90 8111 .76 4453 .99 R-Value Area Loss/Btuh Gain/Btuh WA L L S______________________________________________________________________ Wood Stud - Ext . 11 944 .00 3398 .40 2360 .00 Wood Stud - Adj . 11 149 .00 S36 .40 253 .30 _________ _________ _________ SUBTOTALS: 1093 .00 3934 .80 2613 .30 DO O R S________________________________________________r_____________________ Insulated Core/Metal - Ext . 0 21 .00 371 .70 109 .20 Solid Core/Wood - Adj . 0 18 .80 417 .36 78 .96 Infiltration :Winter Htm( 29 .4 ) x 39 .80 1170 . 12 Infiltration : Summer Htm( 7 .74 ) x 39 .80 308 .05 SUBTOTALS: 39 .80 1959 . 18 496 .21 CE I L I N G S________________________________________________________________ Under Attic 30 1344 .00 1747 .20 2150 .40 FL O O R S____________________________________________________________________ Slab on Grade 0 147 .00 Lin .Ft . 4762 .80 000 .00 * TOTAL STRUCTURE SENSIBLE * _______________________________________________________________________________ 20515 .78 16893 .94 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME: Lot 141 Selva Linksi ; BUILDER: Centex AND ADDRESS: 1608 Linkside Drive ; PERMITTING ; CLIMATE Atlantic Beach , Fla . ; OFFICE : Atlantic Bea ; ZONE : 1 ; _; 2 ; _; 3 ;K OWNER: Centex ; PERMIT NO . ; JURISDICTION NO .261100 CK 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 . 5 . Conditioned floor area ( sq .ft . ) S . 1344 .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 Pane a . Clear Glass 8a . O .Osgft 138 .90sgft b . Tint , film or solar screen 8b . O .Osgft 0 .00sgft 9 . Floor type and insulation: a . Slab on grade ( R-value , perimeter ) 9a .R= 0 .00 , 147 .00 ft. 10 .Net Wall type area and insulation : a . Exterior : 2 . Wood frame ( Insulation R--value ) 10a-2 R=11 .00 , 944 .00sgft a . Adjacent : 2 . Wood frame ( Insulation R--value ) 10a-2 R=11 .00 , 149 .00sgft 11 .Ceiling type area and insulation: a . Under attic ( Insulation R-value ) lla .R=30 .00 , 1344 .00sgft 12 .Air distribution systems a . Ducts ( Insulation + Location ) 12a . R= 6 .00 uncond 13 .Cooling system 13 . Type : Central A/C EER: 10 .00 14 .Heating System: 14 . Type : Heat Pump HSPF: 7 .00 15 .Hot water system: 15 . Type: Electric EF : 0 .88 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 . CF HF-Whale house fan , RB-Attic radiant barrier , MZ-Multizone ) 19 .EPI ( must not exceed 100 points ) 19 . 96 .88 a . Total As_Built points 19a . 25767 .28 b . Total Base points 19b . 26597 .96 ------------------------------------------------------------------------------- _______________________________________________________________________________ I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the ; compliance with the Florida Energy Florida Energy Code . Code . Before construction is completed this building will be inspected for PREPARED BY: ; compliance in accordance with Section DATE: 553 .908 F .S . I hereby certify that this building is in compliance with the Florida Energy Code . OWNER/AGENT : _ BUILDING OFFICIAL : DATE: ; DATE : Department of Community Affairs SN: 5411 FC.ORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Component Prescriptive Method A NORTH PROJECT NAME: Lot 141 Selva Linksi ; BUILDER : Centex AND ADDRESS: 1608 Linkside Drive ; PERMITTING ; CLIMATE Atlantic Beach , Fla . ; OFFICE : Atlantic Bea ; ZONE : 11 _; 2 ; _; 3 OWNER: Centex ; PERMIT NO . ; JURISDICTION NO .261 00 CK . New construction or addition 1 . New Construction Single family detached or Multifamily attached 2 . Single-Family If Multifamily-No . of units 3 . 0 If Multifamily , is this a worst case ( yes/no ) 4 . Conditioned floor area ( sq .ft . ) S . 1344 .00 Predominant eave overhang ( ft . ) 6 . 1 .00 Porch overhang length ( ft . ) 7 . 0 .00 Glass area and type: Single Pane Double Pane a . Clear Glass 8a . O .Osgft 138 .90sgft b . Tint , film or solar screen 8b . O .Osgft O .00sgft Floor type and insulation : a . Slab on grade ( R-value , perimeter ) 9a .R= 0 .00 , 147 .00 ft O .Net Wall type area and insulation: a . Exterior : 2 . Wood frame ( Insulation R-value ) 10a-2 R=11 .00 , 944 .00sgft a . Adjacent : 2 . Wood frame ( Insulation R-value ) 10a-2 R=11 .00 , 149 .00sgft .1 .Ceiling type area and insulation: a . Under attic ( Insulation R-value ) 11a .R=30 .00 , 1344 .00sgft .2 .Air distribution systems a . Ducts ( Insulation + Location ) 12a . R= 6 .00 uncond .3 .Cooling system 13 . Type : Central A/C EER: 10 .00 .4 .Heating System: 14 . Type : Heat Pump HSPF : 7 .00 _5 .Hot water system: 15 . Type : Electric EF : 0 .88 .6 .Hot Water Credits : ( HR-Heat Recovery , 16 . DHP-Dedicated Heat Pump ) .7 . Infiltration practice: 1 , 2 or 3 17 . 2 �8 .HVAC Credits ( CF-Ceiling Fan , CV-Cross vent , 18 . CF HF-Whole house fan , RB-Attic radiant barrier , MZ-Multizone ) 19.EPI ( must not exceed 100 points ) 19 . 96 .88 a . Total As-Built points 19a . 25767 .28 b . Total Base points 19b . 26597 .96 ------------------------------------------------------------------------------- -------------------------------------------------------------------------------- C 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 =lorida Energy Code _ Code . Before construction is completed this building will be inspected for DREPARED BY: C ; compliance in accordance with Section )ATE " 'Y g ; 553 .908 F .S . I hereby certify that this building is in compliance with the Florida Energy -ode . OWNER/AGENT : ; BUILDING OFFICIAL : SATE: �l -'"�' "q7� ; DATE : ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed , ask your Builder for EPI= 96 .9 DCA Form 60OA-93 or Form 600E-93 0 10 20 30 40 50 60 70 80 90 100 The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear ------~---------X-------- � INSULATION . . . . . . . . . . . . . . . . . . R--10 R-30 Ceiling R-Value . . . . . . . . . 30 .0 --------------------X R-0 R-7 Wall R--Value . . . . . . . . . 11 .0 ; -------------------------X R-0 R-19 Floor R-Value . . . . . . . . . 0 .0 : X-------------------- AIR X---------------~------------ AIR CONDITIONER . . . . . . . . . . . . . 10 .0 SEER 17 .0 SEER/EER . . . . . . . . . . . . . . . . . . 10 .3 � X____________________ 9 .7 EER 16 .0 HEATING SYSTEM . . . . . . . . . . . . . . 6 .8 HSPF 12 .0 Electric COP/HSPF . . . . . . . . 7 .0 : X-------------------- : 0 .78 X_____-------------------- 0 .78 AFUE 0 .90 Gas AFUE . . . . . . . . . . . . 0 .00 ___________________ WATER HEATER . . . . . . . . . . . . . . . . 0 .88 0 .96 Electric EF . . . . . . . . . . . . . . 0 .88 : X____________________ 0 .54 0 .90 GasEF . . . . . . . . . . . . . . 0 .00 --------------------- 0 .40 0 .80 Solar EF . . . . . . . . . . . . . . ______-______________ � OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house . Builder Address: Signature : Date : City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SUMMER CALCULATIONS BASE __- ; -_ AS-BUILT =_- GLASS________________ ORIEN AREA x BSPM = POINTS ; TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 80 .40 65 .8 5290 .3 ; DBL CLR N 15 .0 38 .3 .94 540 .7 DBL CLR N 42 .0 38 .3 .94 1514 .0 DBL CLR N 11 .7 38 .3 .94 421 .8 DBL CLR N 11 .7 38 .3 .94 421 .8 E 9 .00 65 .8 592 .2 ; DBL CLR E 9 .0 79 .7 .95 682 .1 S 28 .50 65 .8 1875 .3 ; DBL CLR S 24 .0 66 .2 .91 1448 .6 DBL CLR S 4 .5 66 .2 .91 271 .6 W 21 .00 65 .8 1381 .8 ; DBL CLR W 15 .0 79 .7 .95 1136 .9 DBL CLR W 6 .0 79 .7 .95 454 .8 _______________________________________________________________________________ .15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS - ADJ GLASS ; GLASS AREA AREA FACTOR POINTS POINTS ; POINTS _______________________________________________________________________________ .15 1 ,344 .00 138 .90 1 .451 9 , 139 .62 13 ,265 .28 ; 6 ,892 .20 NON GLASS------------ AREA x BSPM = POINTS ; TYPE R-VALUE AREA x SPM = POINTS _______________________________________________________________________________ WALLS________________ Ext 944 .0 .9 849 .6 ; Ext Wood Frame 11 .0 944 .0 1 .70 1604 .8 Adj 149 .0 .7 104 .3 ; Adj Wood Frame 11 .0 149 .0 .70 104 .3 DOORS________________ Ext 21 .0 6 . 1 128 .1 ; Ext Insulated 21 .0 4 . 10 86 .1 Adj 18 .8 2 .4 45 . 1 ; Adj Wood 18 .8 2 .40 45 . 1 CEILINGS------------- UA 1344 .0 .6 806 .4 ; Under Attic 30 .0 1344 .0 .60 806 .4 FLOORS_______________ Slb 147 .0 -37 .0 -5439 .0 ; Slab-on-Grade .0 147 .0 -41 .20 -6056 .4 INFILTRATION--------- 1344 .0 8 .0 10752 .0 ; Practice #2 1344 .0 8 .00 10752 .0 TOTAL SUMMER POINTS 20 ,511 .80 ; 14 ,234 .52 TOTAL x SYSTEM - COOLING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 20 ,511 .80 .37 7 ,589 .37 ; 14 ,234 .52 1 .00 1 . 100 .340 .860 4 ,578 .39 WINTER CALCULATIONS --= BASE =_ - _= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS ; TYPE SC ORIEN AREA x WPM x WOF = POINTS -----------------------------------------------------------------------------_. _ N 80 .40 --10 .6 -852 .2 ; DBL CLR N 15 .0 7 .3 1 .09 119 .2 DBL CLR N 42 .0 7 .3 1 .09 333 .7 DBL CLR N 11 .7 7 .3 1 .09 92 .9 DBL CLR N 11 .7 7 .3 1 .09 92 .9 E 9 .00 -10 .6 -95 .4 ; DBL CLR E 9 .0 -9 .2 .85 -70 .6 S 28 .50 --10 .6 -302 .1 ; DBL CLR S 24 .0 -28 .4 .96 -654 .9 DBL CLR S 4 .5 -28 .4 .96 -122 .8 W 21 .00 -10 .6 --222 .6 ; DBL CLR W 15 .0 -9 .2 .85 -117 .7 DBL CLR W 6 .0 -9 .2 .85 -47 .1 -------------------------------------------------------------------------------- .15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS - ADJ GLASS ; GLASS AREA AREA FACTOR POINTS POINTS ; POINTS ------------------------------_..---------------_--------------------------------- .15 1 ,344 .00 138 .90 1 .451 -1 ,472 .34 -2 , 136 .96 ; -374 .36 NON GLASS------------ AREA x BWPM = POINTS ; TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS------------------ Ext 944 .0 2 .2 2076 .8 ; Ext Wood Frame 11 .0 944 .0 3 .70 3492 .8 Adj 149 .0 3 .6 536 .4 ; Adj Wood Frame 11 .0 149 .0 3 .60 536 .4 DOORS---------------- Ext 21 .0 12 .3 258 .3 ; Ext Insulated 21 .0 8 .40 176 .4 Adj 18 .8 11 .5 216 .2 Adj Wood 18 .8 11 .50 216 .2 CEILINGS------------- UA 1344 .0 1 .2 1612 .8 ; Under Attic 30 .0 1344 .0 1 .20 1612 .8 FLOORS--------------- Slb 147 .0 8 .9 1308 .3 ; Slab--on--Grade .0 147 .0 18 .80 2763 .6 INFILTRATION---------- 1344 .0 7 .4 9945 .6 ; Practice #2 1344 .0 7 .40 9945 .6 TOTAL WINTER POINTS 13 ,817 .44 ; 18 ,369 .44 TOTAL x SYSTEM - HEATING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS ----------------------------------------------------w----------------------__----- 13 ,817 .44 .55 7 ,599 .59 ; 18 ,369 .44 1 .00 1 .100 .484 1 .000 9 ,779 .89 <. WATER HEATING --- BASE =-- --= AS-BUILT =-- NUM�OF^�x MULT -Y TOTAL ; TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT _______________________________________________________________________________ 3 3803 .0 11 ,409 .00 40 .88 1 .000 3803 .0 1 .00 11 ,409 .00 SUMMARY --= BASE =-- _-= AS-BUILT COOLINGHEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS ; POINTS + POINTS + POINTS = POINTS _______________________________________________________4_______________________ 7589 .4 7599 .6 11409 .0 26 ,597 .96 ; 4578 .4 9779 .9 11409 .0 25 ,767 .28 * EPI 96 .88 , OT Bus FOR 1 • These speclticatlo seare s ed above sneer wh a Iment o ro�gct nam rotesslonae njjl a hep for the p ar a of the pules of th ectttcatlons 471 an nder the responsible ch d area list of truss ap Statute Chapter listed be ho tapered h Ftorlds bejs have been p The num he and accordenCs w atisched sheer plat 211,23* atttxed on this to uta on ' protesstohat Reg ti of 1 � 2of2 1 tai��r'Zi►!•�� • r ��G� � �'� K r M fRCV1q omam HYOItl 0 awalM/Vq1/8611 U 1411"Jill oar0/01N111 M a 1"00 01/1186 t1 W1t1t10./ 11 rO%1N VM lova u1 of 171 � WDIUM totMlt Y4Ci"1 Q4N 14401".1 Ma MfINW 401STM mew. M oK"Hoot, w dol"/. I//a11C86 1,001"1 00 COOIOAUII01. 14 11.116.41.1101 110 PLC111w V 114 N114t 1�{�.Oaf. M ►O 14t1r4o-4 110101 r16.1e* 1y 1,/16.181 1MK1 A IV 00111 WLIMS 110 M1 18CM�MN t0 OtlPf1 to lA IV CP04 lrwt V tottl�l 6.v OOOQO 0111011 N 7y0- If1ovIM/loAcum&@"A O[fort IM"ColO1n01;olio Ia K AAM M he total dllloll K wt 110 olltgt%A""0"IT*$0100 RIQ. 0118.1 Ot1Td1f o8 o11K/"o sea^"me of 1'•0•O.C. CW~ 1,I/M/Ci14 w vwcfnw f ftscavlaa. 11.1[1001%80 NIRIKt N 1.4*014NL 71 POI"Aw"V L wn•M8 MC 814. f/M 10 oofL !oC 1uf.1. IM talo R11M Cow~10 YfRM 101 ICSH-1feCONA. 11 1f11Ci1T1o11. mt. 801,1 flat M-4o 111 1ti M/N1,000 11114 09 4/191011.1/f01u9 fill"p 11014 FOR 19186 tytl OMCCWO Moa 1O4o11 014 1101 I1 Mtl1 M 41110► 86111"Kt. • talo"ft"861 mt*0$mow for M tOMlq vow f/r Ml".1 WON"r 01110110 MW14 pout of 01,.41 tu16.11t f111C11101 Eo8 10101[1. w 1u Ko 01101 Ur 8400 N o1/It 10011,8 OLS'. 00 Mo INA"l1•. "MALLolla 00 UK Oat CCWW* 11.4; t14.). 10 M 640WO OF We Ig4o UNT K M 04"OW 10 10 toff oN. M Rol 11211 04•1701 N Op. 1u19 N 0 001,. 011"1"11 10111M. w ® 1141C►lle mals o top1t0/. k-. 1."toll 1. )dd Web Length Maxlem deflection occurred 6.720 from the Taft and Of bottom pang f4. -CONFIWAATION 6 LOAOINO SPECIFIEO 61 FADAICATOR. j turned 90 dog. Maxima Live Load Deflection Of .230. Index-.414. (L/871) -PLATE TOOTH VALUE AEOUCEO /Y 15%. .81 Panel Maximum Total Load Deflection of .3220. Index-.379. (L/633) - 12. STAONGBApcs PEA PCT-60 SECTION 100 REQ. Total Quantity of trusses - 1 175t PLF 1 of 1 i e u� r► w r� 101 r1 v7 w 1'n al ; J{1!jt K X K K K K XK K K K K K 10 N h N 101 N Ifo N 11,1 N 1n N - f to An, 1i n 1n w n 1 A-[560 in R•IS60 13.51 1 1Q TP-31- PLIF 1 c 11 i 1 TRUSS ANALYZED WITH PPSA3 :3 ILeft to Right) -2280.--2280 -5182 -5182 -6617 -6617 -6617 -6617 -5162 -9162 -2260 -2200 -1533 ,2653 -1,49 -1974 14:9 •219 -1006 645 -219 -210 -219 -219 645 -1088 -219 1529 -1975. -249 2653 -1533 t 0 3916 6063 6796 6003 3916 0 , Y A O/vfflow of ltAl"E T1lP(1 D.C. •800111 loAOtfle 1►w1 iC LIA,10[112-4r<2 �2 08 � egG11►TIOtf . � HE [Nf>n[t21eo 1,10MUCTe Lie V-2000 2-0-0 40 l6 11-3/41 GARAGE MEADEA A S. 01KAT SOUTN1ee: PWV. S.0 tL TCI" ec 1,861[02-8x202 Oa SP aw. late olf�t IS 71019 ottL Tie p we" 4112 TAUS TAUS$ INC. O CE Program 330 _ - 1w -_ — Ew lwuss ftAt! 70sT2TtfT1[ 1122 sl TOTAL �'�CT' MASTER - 1,66 OCT 1992 , ExCE►T AS MAY NOTED CUSTOMER JOB NAME . 37 TF= TRUSS � •�`o' a ..° HANGER'S a x.20_ RUE.TRUSS 6dl•0766 i � � IHWTAUT'LVTr: 8` 2 X 6-8 'ON RECUIIOX Of LAYOUT s TRUSSES, ALL iMRS•�:•` i. 2 X 18 . ARE A°VIS£OTO CALL TRUE TRUSS FOR '•"'a'^'^"� • 4 X 18 ,,rURTNER usteUCiTOMS xFORE scruii OF TRUSSES:r% '; a i- •� i = _ TeAk • � azk ®1a'oG 40 co cq Ll d� I 1 � � � � � r � ► � 7 � � a b O O p W \9 � a4Q `OO, t� ' h 6o leq �!'-A Sf� 'Rp �Y ► �- h� 5 8'� 5E�(��'-4j CLAM Gr15 - - 8�•lj . led( A t{G . 2�'� � • IE ro 4 TRUSS SPECIFICATIONS FOR CENTEX 3703 B & D 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 the Professional Engineer whose seal is affixed on this index sheet in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23. DRAWING NUMBER DATE DRAWING NUMBER DATE 14378 1025 REV7 4-28-1993 14378 2025 REV1 4-28-1993 14378 3025 REV1 4-28-1993 14378 4025 REV1 4-28-1993 14378 5025 REV7 4-28-1993 14378 6of25 REV1 4-28-1993 14378 7025 REV1 4-28-1993 14378 8025 REV1 4-28-1993 14378 9025 REV1 4-28-1993 14378 10025 REV1 4-28-1993 14378 11of25 REV1 4-28-1993 14378 12025 REV1 4-28-1993 14378 13025 REV7 4-28-1993 14378 14025 REV7 4-28-1993 �ttttututettt 14378 15025 REV1 4-28-1993 `,` ti�� • ��' 14378 16025 REV1 4-28-1993 14378 17025 REV7 4-28-1993 ;� :• ,� 14378 18025 REV7 4-28-1993 S 14378 19025 REV7 4-28-1993 14378 20025 REV1 4- 8- 3 14378 1of25 REV7 4-28-1993 E• 0 F 14378 f sr. OR,�,. •'G � 14378 23025 REVI 4-23-1993E,D ttN�`````` 14378 24025 REV7 4-28-1993 14378 25025 REV1 4-28-1993 1) LIMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES, 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON t0) ALL TENSION CHORD MEMBERS ASSUMED TO DE CONTINUOUSLY 13) -'0- INOICATES LATERAL BRACING MEMBER (1)(2 MIN.) SPECIES, AND t9%MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JDINT. BRACED BY EITHER 3/0' MIN) PLYMOOO SHEA7HI14, t/2- t4) INSTALLATION ARO ERECTION OF THE TRUSS. PERMANENT, AND IS OF HIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED B) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' 0-C. IMAX), TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE 017M 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 PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SO= 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINIOUSLY151 THIS DESIGN CONFORMS TO CURRENT 7PI DESIGN SPECIFICA- FOiEST PRODUCTS ASSOCIATION. 7251. BOCA FILE e6-125 SPACED BY EITHER 3/0" (MIN.) PLYWOOD SHEATHING. 112' TIONS FOR METAL PLATE CONNECTED MOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT t6' G.C. DUALITY STANDARDS FDR TRUSSES. 3) CONNECTOR PLATES SIZES APE BASED ON AXIAL FOMES ONLY, ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED 1N ANY WAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN_ 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF TIME 91 THIS DESIGN IS APPLICABLE 70 SHORTEN SPAN TRUSSES OF ERECTION OF TRUSSES SEE MIB-91 FOR PECOMMENOATIONS. S12F CAI I OUT IS THE DIFIEC71ON OF THE PLATE LENGTH- IDENTICAL LOADING AND CDNFIG -CONFIGl1RATI0N AND LOADINNG SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. 5-6-6 4-9-10 3-4-e 3-9-12 3-9-12 Max Height 5-6-3 37 PLF 72 6 m M 1511 m y 133# 136# 650 186# y y y 12 >XS 5x7 y 8 � 3x8 +6 97# y n 18730 35900 29239 2570# 26220 12590 T + it 7011# 7793# 13.5175% 13.5174% N f 715 PLF n 7x5 v 3x10 m 9x8 7x7 a 5-6-6 4-9-10 3-4-8 3-9-12 3-9-12 Forces(L-R) D BUILDING TYPE: Enclosed Residential 21-4-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 5574- # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 One Half of 30-0-0 Trusses supported by Bot Chord Maximum deflection occurred at bottom joint #3. FASTEN EACH PLY TOGETHER WITH: 3 Webers Required Maximum Live Load Deflection of .154' (2/16), Index-.217, (L/1662) TOP 16d Neils 12'0 C. Maximum Total Load Deflection of .242" (4/16), Index-,227, (L/1058) BOT 16d Nails '1-0.C. I _ WEB 16d Nails 121O.C. FASTEN AT OR NEAR ALL PANEL POINTS. REV. 4-28-93 (WIND)Q�i DO NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21*4' SPEC GIRDER ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 B & 0 DATE: 18 Dec 1992 GRAND PRAIRIE, Tx 75051 6.4 OL TC 7 2X6 #1 DS SP LAYOUT ID: (214) 660-3940 N L LL 8C 0 WEBS 672 33.33 DL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 114 1) LLAMA SHALL BIL OF THE SPECIFIED MINIMUM BAAOES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSIIMEO TO BE CONTINUOUSLY 13) O� INDICATES LATERAL BRACING MEMBER (IX4 MIN.) SPECIES, AND 192 MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT, SPACED BY EITHER 3/8" WITH) PLYWOOD SHEATHING, 1/2' 141 INSTALLA7IGN AND ERECTION OF THE TRUSS. PERMANENT, AND IS OF NIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED B) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' 0 c. (MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE MIT" 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 PUBLISHED BY THE NATIONAL 7) Y-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINIDUSLYI5) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 85-t25 BRACED BY EITHER 3/6' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FDR METAL PLATE CONNECTED NOW TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' o.c. DUALITY STANDARDS FDR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FOAMS ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (HAY), UNLESS NOTED OTHERWISE. /6) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN NWT MAY. 4) CONNECTOR PLATE SIZES AME CALLED OUT WIDTH IACAOSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEAAINO LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE BI THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES, SEE MIB-91 FOR RECOMMENDATIONSSIZE CALL OUT 19 THE DIRECTION OF THE PLATE LENGIN- IDENTICAL LOADING AND COW I"AISON, . -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RUN 5-7-4 5-0-12 5-0-12 5-7-4 RUN 1-5-14 1-5-14 74 PLF Max Height 5-8-3 12 Q 8 375# p s)es y 12 3848 3840 a 197# 197# m h 71# 1379 1370 710 T + 975# 975# 13.51 382 13.5138% �I I� 3x4 5x8 3x4 3x4 20 PLF 7-5-8 6-5-0 7-5-9 Forces IL-R) 1-4-0 21-4-0 1-4-o D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 631 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 5 Maximum deflection occurred at bottom )oint 02. Maximum Live Load Deflection of .071' (1/16). Index-,1, (L/3606) Maximum Total Load Deflection of .112' (2/16), Index-.105, (L/2286) ID REV. 4-28-93 (WIND),4,f CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'4" COMMONS ALPINE ENGINEERED PRODUCTS Inc y�000 2-0-0 LL TC gp 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 B 6 0 DATE: 18 Dec 1992 GRAND PRAIRIE. TX 75051 6.4 OL TC 7 2X4 #2 N SP (214) 660-3940 N L LL BC 0 WEBS LAYOUT I0: 788 33.33 DL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 1) LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES, 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS AS5l1MED TO BE LONTINWUSLY 131 � INDICATES LATEPAL BRACING MEMBER 104 MIN.) SPECIES. AND 19x MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8" OMIN) PLYWOOD SHEATHING, 1/2' 141 INSTALLATION AND EAEC710H OF THE TRUSS. PERMANENT. AND IS OF HIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED 5) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR IMIN) DRYWALL OR SPACING MEMBERS SPACED 10' o C. (MAXI, TEMPORARY SPACING SHOULD BE DOE 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 ANO ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FMA TCB 201A. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY151 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION, 7251. BOCA FILE 06-125 BRACED BY EITHER 3/0" IMIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNEC70A PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. QUALITY 51ANDARDS FDR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (UX). UNLESS NOTED OTHERWISE. 161 140 MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CAPE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE OPIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONSSIZE CALL OUT 15 THE DIRECTION OF THE PLATE LINGTH, IDENTICAL LOADING AND CONFIGURATION . -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. RUN 4-7-8 4-4-8 3-4-0 4-4-8 4-7-8 RUN 1-5-14 1-5-14 74 PLF Max Height 4-10-3 12 Q 6 2851 2851 ,1 J• J- 8 2 D lD SXS 322# 3221 y 1 eta ,i 160# 1601 w f 861 122E 1221 861 T T 975/ 975# Cq I I m )3.5)38% 13.5)38X f � 3z4 5x6 3x8 3x4 20 PLF 9-0-0 3-4-0 9-0-0 1-4-0 21-4-0 1-4-0 Forces(L-R) D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 437 N AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .071' (1/16), Index-,1, (L/3606) Maximum Total Load Deflection of .112' (2/15), Index-.105, (L/2286) REV. 4-28-93(WIND Af CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'4" H-9 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 Y2 N SP ENG. FOR: TRUE TRUSS INC - 1601 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 B 6 0 DATE: 18 Dec 1992 GRAND PRAIRIE. TX 75051 6.4 OL TC 7 2X4 #2 N SP (214) 660-3940 L T-Nr--F0W_S L LL BC 0WEBS LAYOUT I0: l 244 OL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 11 LUMBER SHALL BE OF'THE SPECIFIED MINIMUM M%UDES, 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTItAXXPSLV 131 10;` INDICATES LATERAL SPACING MEMBER (IX4 MIN.) SPECIES. AND 19%MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE .POINT, BRACED BY EITHER 3/e' IMIN) PLYWOOD SHEATHING, t/2' 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. ANO IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED B) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR IMIN) DRYWALL OR BRACING MEMBERS SPACED 10' o C. (MAX). TEMPORARY BRACING SHOULD BE OONE IN ACCORDANCE MIT. 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 PUBL15 ED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CH(M MEMBERS ASSUMED TO BE CONTINUOUSLYI5) THIS DESIGN COW DRN5 TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, SOCA FILE 86-125 BRACED BY EITHER 3/e' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONEC7EO WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 01 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. DUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 4) CONNECT d+PLATE SIZES ARE CALLED OUT WIDTH UCROSS SLOTS) WITH THIS DESIGN 12) IM INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SNIPPING AN BY LENGTH (ALOUTONG SLOTHETS)III AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES Of ERECTION OF TRUSSES SEE .IB-91 FOR RECOWENDATIONS. SIZE CALLLENG711IDENTICAL LOADING AND COW IGURATION, -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. RUN 3-9-8 3-2-8 3-8-0 3-8-0 3-2-8 3-9-8 RUN 74 PLF 1-5-14 1-5-14 Max Height 3-10-3 12 e 2541 2710 2541 y y y 12 3x1 D SSS 248i 2 y0 $3 Zy9 130# 130# m y ,1, R 0 4500 14640 14640 450# cn -/Z T T II 26810 2681# t 13.5138% 13.513831 3x5 axe 4xe 3.5 20 PLF 7-0-0 7-4-0 7-0-0 6 4# 10 r 1-4-0 1-4-0 21-4-0 Forces(L-R) D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 639 * AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint I3. FASTEN TOGETHER WITH: 2 Members Required H: Maximum Live Load Deflection of .083' (1/16), Index-.116, (L/3084) TDP IOd NAILS 12:0.c. Maximum Total Load Deflection of .129' (2/16), Index-.121, (L/1984) SOT 10d NAILS 11D.C. WEB 10d NAILS 12'O.C. FASTEN AT OR NEAR ALL PANEL POINTS. REV. 4-28-93WIND r- oo NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'4' H-7 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LLTC 30 2X4 02 N SP ENG, FOR: TRUE TRUSS INC - lBOf S. GSW PKWY. SC LUMBER PROJECT: CENTEX 3703 8 & D DATE: 18 Dec 1992 GRAND PRAIRIE, TX 75051 6.4 DL TC 7 2X6 #1 DS SP 1214) 660-3940 N L LL BC 0 WEBS LAYOUT TO: 332 OL BC 10 2X4 I3 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 11 LUHQCR SHALL BE PF THE SPECIFIED MINIMUM GRADES. 6) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON f0) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTNi10USLY 131 '0_ INDICATES LATERAL BRACING MEMBER (1X4 MIN.) SPECIES. AND 191 MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/6" IMIN) PLYWOOD SHEATHING. 1/2' 141 INSTALLATION ND EREC71014 OF THE TRUSS. PERMANENT. AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 5) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 30' O.C. (MAX). IENPORARY BRACING SHOULD BE DONNE IN ACCORDANCE MIT. FOR DESIGN APE BASED ON THE LATEST EDITION OF THE NA- OIREC7LV ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE, CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 23A2. FNMA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUDUSLYI5) THIS DESIGN CONFORMS 70 CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 06-125 BRACED BY EITHER 3/0" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR RATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' o C. DUALITY STANM)ARDS FOR TRUSSES. 3) CONNECTOR RATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS N07ED OTHERWISE. IN NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 4) CONNECTOR RATE SIZES ARE CALLED OUT WIDTH IACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CAPE SHOULD BE TAKEN BURI146 SHIPPING AMC BY LENGTH TALONS SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE .IB-91 FOR RECOMMENDATIONS SIZE C CONFIGURATION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HA14DLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. 5-0-0 , 5-0-0 Max Height 3-10-3 74 PLF X 12 12 348# y 174/ 174/ m I 0 MH.1 3*A `kl 471 944 471 T T 4434 4431 (3.5117% [3.5117% m m v r H N 20 PLF 5x8 mm CU N Forces(L-R) D BUILDING TYPE: Enclosed Residential 5-0-0 5-0-0 CODE: Standard Building Code (SBCCI 1991) T WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 10-0-o TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: Z SS a« AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint /2. Maximum Live Load Deflection of .006" (0/16), Index-.017, (L/20000) Maximum Total Load Deflection of .009' (0/16), Index-.018, (L/13333) REV. 4-28-93 (WIND)IBc.r- CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 10'0' STUB COMMONG ALPINE ENGINEERED PRODUCTS Inc V-2 30 000 2-0-0 LL TC 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 8 S 0 DATE: 18 Dec 1992 '-'7 GRANO PRAIRIE. TX 75051 6.4 DL TC 7 2X4 #2 N SP (/ (214) 660-3940 L N L LL BC 0 WEBS LAYOUT ID: 184 33.33 DL BC 10 2X4 /3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 112 1) LIMNPER SHALL 9E,OF THE SPECIFIED MINIMUM GRADES, 5) CONNECTOR PLATES SHALL BE INSTALLED SVMNETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONIINUOU%Y 131 0- INDICATES LATERAL BRACING MEMBER 11x4 MIN.) SPECIES, AND 192 MAXIMON MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED BV EITHER 3/8" IMIN) PLYMOOO SHEATHING. 1/2" 141 INSIALLATIO14 AND ERECTION OF THE TRUSS. PERMANENT, AND I5 OF MI GNEP ALLOWABLE STRESS VALUES, ALL VALUES USED 0) TOP Cr,ORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' R.C. IMAM), TEMPOPARV BRACING SrK"D BE DONE IN ACCORDANCE WITH FOR DESIGN APE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING Aro ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED By THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHM TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLYI5) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 66-125 BRACED BY EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2" TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16" O.C. DUALITY STANDARDS FDR TRUSSES. 3) CON ECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAM). UNLESSMB NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED IN ANY MAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN OURING SHIPPING AND 0Y LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE hID-91 FOR RECOMMENDATIONS C �CTION OF THE PLATE LENGTH. IDENTICAL LOADING AND CONFIGURATION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES I5 RESPONSIBILITY OF FABRICATOR. -JACKS ARE TO BE 2x4 TOP, 2x4 BOT. JACKS WITH SPANS GREATER THAN 7-8-fA MUST BE SPECIALLY DESIGNED. 5-0-0 �_ 5-0-0 , Max Height 3-0-3 74 PLF 12 D 12 1040 a 530 e v 174/ 1741 1 O tNn +A 3k7 471' 5340 47% T T 7550 7550 13.5129% 13.51292 m m v � N , 20 PLF 5-4-0 4400 sxe D BUILDING TYPE: Enclosed Residential a CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 no I 5-0-0 5-0-0 1 MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area io-0-0 UPLIFT CONNECTION REQUIRED: 55 S AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Truss designed to support 5-0-0 jack system with Outrigger Maximum deflection occurred at bottom )Dint /2. Maximum Live Load Deflection of .014' (0/16). Index-.043, (L/8571) Maximum Total Load Deflection of .022' (0/16). Index-.044, (L/5455) REV. 4-28-93 (WINW&F CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 10'0' STUB TERM. H-5 ALPINE ENGINEERED PRODUCTS Inc V�2000 2-0-0 LL TC 30 2X4 Y2 N SP ENG. FOR TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 B 6 D DATE: 18 Dec 1992 GRAND PRAIRIE. TX 75051 6.4 DL TC 7 2X4 /2 N SP (214) 660-3940 LL BC 0 WEBS LAYOUT ID: 184 33.33 DL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 112 I) LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES, 5) CDHNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON t0) ALL TENSION CHORD MEMBERS ASSUMED 10 BE CONIINUOU5LY 131 0' INDICAIES LATERAL BRACING MEMBER (1x4 MIN.) SPECIES. AND t9x MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT, BRACED BY EITHER 3/8" (MINI PL'/WOOD SHEATHING. 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT, AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED B) TOP CNOPD SPLICES ARE NOT RECOMMENDED TO OCCUR (WIN) DRYWALL OR BRACING MEMBERS SPACED 10' 0 (MAAI. TEMPORAPY 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 PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342, FHA TCB 2014. SBCC 1t) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINIOUSLYI5) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BDCA FILE 66-125 BRACED BY EITHER 3/0" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED MOOD TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. e) 741S TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16. O.C. QUALITY STANDARDS FDR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY, ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY, 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLIHD CARE SHOULD BE TAKEN DURING SHIPPING AMC BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS. SIZE CALI OUT IS THE DIRECTION OF THE PLATE LENGIII, IDENTICAL LOADING AND COW IGURATION. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATON -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES I5 RESPONSIBILITY OF FABRICATOR. -JACKS ARE TO BE 2x4 TOP, 2x4 BOT. JACKS WITH SPANS GREATER THAN 7-8-t4 MUST BE SPECIALLY DESIGNED. RUN M 5-0-0 I 2-0-0 1-5-14 Max Height 2-10-3 129.5 PLF 74 5A-0 M 92# 12 D515 ti 377/ 7110 611J �I. t740 M 0 i N 470 297# 30# T T 4140 6220 11[m]Nlr- 13.51 16% [3.5124% mI m 20 35 PLF N 3x4 3x4 5- -0 220# 5-0-0 L 2-0-0 FOrce9 IL-P) D BUILDING TYPE: Enclosed Residential 1-4-0 , 7-0-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 2 Truss designed to support 5-0-0 jack system with Outrigger Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .005" (0/16), Index-.024, (L/16800) Maximum Total Load Deflection of .009' (0/16), Index-.026, (L/9333) REV. 4-28-93 (WIND),4rr CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7'0" MH-5 qlF :3 ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 g2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 B 6 D DATE: f8 Dec 1992 GRAND PRAIRIE, Tx 75051 6.4 OL TC 7 2X4 #2 N SP (214) 660-3940 PLATEA N L LL BC 0 WEBS LAYOUT TO: 104 DL BC 10 2X4 #3 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 1/2 11 LL*"M SHALLBE OM: THE SPECIFIED MINIMUM SPADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE LONTNIOWSLY 13) 0- INDICATES LATERAL SPACING MEMBER (IXA MIN.) SPECIES. AND 191 MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. SPACES BY E17KA 3/9' (MIN) PLYWOOD SHEATHING. 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. ANO IS OF NIGER ALLOWABLE STRESS VALUES. ALL VALUES USED B) TOP CHORD SPLICES ARE 1407 FIECMWF40ED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10 0. IMAX), TEMPORARY SPACING SHOULD BE DOME IN ACCORDANCE MIT" FOR DESIGN ARE BASED ON TME LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS, TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FMA 7CS 2014. SBCC III ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLYI5) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 96-125 SPACED BY EITHER 3/9' OIIN.) PLYWOOD SHEAIHING, 1/2' TIONS FOR METAL PLATE CpfECTEO WOOD TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FON THE LOADING SHOW (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' 0— DUALITY STAHDAWS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AN BY LENGTH (ALONG SLOTS) AND THC ONE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE MIB-91 FOR RECOMMENDATIONS CONFIGURATION-SIZETHEPLATELENGTN_ IDENTICAL LOADING AND -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FDR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY S-B-B 1-5-8 OF THE TRUSS FABRICATOR OR CLARY. Max Height 3-1-7 74 PLF m D 51L CU 12 Li 2370 430 a � 194► 263# 913# 1510 T T 6960 11050 (3.51201 (3.5131X El 20 PLF 4- -O 6-A-0 755# 4430 ForCeS IL-R) N 4X4 D BUILDING TYPE: Enclosed Residential 3x4 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 no S-e-B l-s-e MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area 7-0-0 UPLIFT CONNECTION REQUIRED: 200 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 2 Special Loading: Refer t0 Loading Diagram Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .007' (0/16). Index-.03, (L/12000) Maximum Total Load Deflection of .011' (0/16). Index-.031, (L/7636) ID REV. 4-28-93 (WIND)hf CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7*0' MHG ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 #12 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSM PKWY. 6.4 DL TC 7 BC LUMBER PROJECT: CENTEX 3703 8 6 0 DATE: 18 Dec 1992 GRAND PRAIRIE, TX 75051 2X6 #I D5 SP LAYOUT ID: (214) 660-3940 N L LL BC 0 WEBS 128 DL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY 9E NOTED 3/4 11 LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR RATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 'O� 1140(CATES LATERAL BRACM6 MEMBER (1X4 MIN.) SPECIES, AND 191 MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8' IMIN) PLYWOOD SIEA7HING. 1/2' 14) INSIALLATION AIA)ERECTION OF THE TRUSS. PERMANENT. AND IS OF HIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED 6) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRY MALL OR BRACING ME MBEPS SPACED f0' U.c. IMAX). TEHPOPAA7 BRACING SHOULD BE OONE 114 ACCORDANCE WITH FOR OE SIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRAC IHG A1D ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISMEO BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FMA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINVDUSLYI5) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FORE5T PRODUCTS ASSOCIATION. 7251. BOLA FILE 86-125 BRACED BY EITHER 3/B' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CON4ECTED MOOD TRUSSES AND 2) THI5 DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' P.C. DUALITY STAIDARDS FOR TRUSSES, 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. W THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAM), UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. t2) ® INDICATES BEAR INO LOCATION. t7) SPECIAL HANOLINt CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE B) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE NIB-91 FOR RECOMMENDATIONS SIZE CAtL OUT IS TtIE DIF%ECYION OF THE PLATE LENGTH, IDENTICAL LOADING AND CONFI"AjION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -JACKS ARE TO BE 2X4 TOP, 2X4 80T. JACKS WITH SPANS GREATER THAN 7-8-14 MUST BE SPECIALLY DESIGNED. 2-0-0 ) 3-3-8 ) Max Height 1-10-3 74 PLF 2- -0 12 23]71{ 11 t t CU 63► Li m 3,AA 600 0 i 249( 243# El (3.5)9X 13.519% 20 PLF 3x4 3x4 2- -0 cV 121 ( 2-0-0 3-3-8 Forces(L-R) D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) ( 5-3-8 1 WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: POO 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Truss designed to support 2-0-0 jack system with Outrigger Maximum deflection occurred at bottom joint i2. Maximum Live Load Deflection of .002" (0/16), Index-.012, (L/31750) Maximum Total Load Deflection of .003' (0/16), Index-.011, (L/21167) V REV. 4-28-93 (WIND) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 5'3-1/2" SH-3 ALPINE ENGINEERED PRODUCTS Inc y3000 2-0-0 LL TC gp 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSM PKWY, GRAND PRAIRIE. ix 75051 6.4 OL TC 7 2X4 I2 N SP BC LUMBER PROJECT: CENTEX 3703 8 6 D DATE: 18 Dec 1992 ^ J / fiF (214) 660-3940 LINC. L LL BC 0 WEBS LAYOUT ID: `�r 128 OL BC 10 2X4 t3 SP ADDRESS: 33.33 SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 314 ``1 11 LUMBER SHALL BE OF THE SPECIFIEO MINIMUM GRAMS. 5) CONNECTOR RATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED 10 BE CONTItu10USLY 13) 0� MOICATES LATERAL BRACING MEMBER (1X4 MIN.) SPECIES, AND f9x MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT, BRACED BY EITHER 3/9' (MIN) PLrW0OD SHEATHING, 1/2' 14) IIISTAILATION AID ERECTION OF THE TRUSS. PERMNIENAND T. A IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP C"ORO SPLICES ARE M07 RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' o c (MAX), TEWOPAR.BPACING SHQAD BE UO?* 114 ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. L*LESS NOTED OTHERWISE. CLJPFIENT TPI SPACING ND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL N MBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED 10 BE CONTINUDUSLY151 THIS DESIGN COW DRHS TD CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION, 7251, BOCA FILE 86-125 BRACED BY EITHER 3/6' (MINA PLYWOOD SHEATHING. 1/2' TIDHS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FDR THE LOADING SHOWN IMIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.c. DUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAX), UNLESS NOTED OTHERWISE. 16) ND MENDER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. f2) ® INDICATES BEARINO LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN OWING SHIPPING AND NG BY LENGTH (ALOSLOTS) ANA THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE 70 SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HID-91 FOR RECOMMENDATIONS. SIZE CALL OUT IS THE DIKCTION OF THE PLATE LENGTH- IDENTICAL LOADING AND CONFIGURATION. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEME14T UNDER 70TAL LOAD - .1" 1-0-0 RUN 5-4-0 f-0-0 5-4-0 RUM 1-5-14 1-5-14 74 PLF Mex Height 3-6-3 12 Q 6 741 12 224/ 1, 2240 p SYS m � y x x N N 1870 187/ 700 700 y MD I 500 501 ^' T 41 7x5 oN 5680 5680 I 7x5 13.51 223 13.51223 !�3 3 Cha 3x1 3x4 12 12 20 PLF 5-4-0 ) 2-0-0 { 5-4-0 1 1-4-0 1-4-0 12-8-0 Forces(L-R) D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 'FI97 S AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 8 Maximum deflection occurred at bottom joint /2. Maximum Live Load Deflection of .087' (1/16), Index-.207, (L/1747) Maximum Total Load Deflection of .137' (2/16), Index-.216, IL/1109) 1> REV. 4-28-93 (WIND)4Tr CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 12'8" TRAYS ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BCLUMBER PROJECT: CENTEX 3703 B 6 0 DATE: 18 Dec 1992 �/� GRAND PRAIRIE. TX 75051 6.4 OL TC 7 2X4 #2 N SP /I F (214) 660-3940 JO L LL BC 0 WEBS LAYOUT I0: 244 33.33 OL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 114 If LUMBER SHALL BE Of THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SHALL BE 104STALLEO SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TD BE C0NTINLXX)5LY 131 0- INDICATES LATERAL BRACING MEMBER (1X4 MIN.) SPECIES. AND 192 MAxIMUM MOISTURE CONTENT. OR SUCH THAT THE .JOINT. BRACED BY EITHER 3/8- (MIN) PL'IWOOD SHEATHING. 1/2- 141 INSTALLATION AND ERECTION OF THE TRUSS. PERNANENT. AND 15 OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 01 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR I41N) DRYWALL OR BRACING MEMBERS SPACED 10' 0 C IMAX). TEMPCAAPY SPACING SHOLA.0 BE DONE IN ACCORDANCE MIT. FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHUG SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI SPACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. F.A TCB 2014. SBCC If) ALL COMPRESSION CHORD MEMBERS ASSUMED 70 BE CONTINATUSLM 5) THIS DESIGN CONFORMS TO CURRENT TPI OESIGN 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 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT IG" O.C. QUALITY STANOAPOS FDR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES O LV. ON THIS DRAWING. INSTALLATION AND USE SMALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CAPE SHOULD BE TAKEN DURING SNIPPING AND SY LENGTH ULONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS sIzE CALL OUT IS THE DIRECTION OF ItIE PLATE LENGTH. IDENTICAL LOADING AND CONFIGURATION. -CONFIGURATION AND LOADINIG SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .3" D4<-FALSE BOTTOM CHORD INFORMATION FALSE BDT 5-8-0 ON RIGHT. VERTICAL SPACING-4-0-0. USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 MIN. FOR SCARF ON FALSE BOT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 194 CONT. LATERAL BRACING AT Z' O.C. MAX SPACING. 3-5-5 3-1-13 4-2-14 2-0-0 RUN 3-7-8 3-1-13 3-3-9 7-1-2 1-5-14 02 #2 #2 #2 02 #2 Max Height 6-8-3 74 PLF 12 d 8 © sxs *9 3xa f2 m 3*1 m N �xs * 1519# 1402# m I I o (3,5143% (3.5)55% I 7x12 3x4 N .1. 3x4 5x6 3,123.59 4 1---345 M 20 12 PLF 3-0-0 3-7-8 4-5-15 4-2-7 4-4-3 8-4-0 2-0-0 #2 02 #2 #2 02 #2 ForceS(L-R) 1-4-0 2x4 2x4 2x4 2x4 2x4 2x4 30-0-0 D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 96 7 it AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW No trusses: 4 THIS TRUSS ANALYZED WITH PPSA SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. Maximum deflection occurred 29.2' from the left end of bottom panel 02. Maximum PPLiVe Load Deflection of .345" (6/16). Index-.347, (L/1038) Maximum PPTotal Load Deflection of .541' (9/16). Index-.362. (L/662) I� REV. 4-28-93 (WINO) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 30'0' STUB VAULTS ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 #2 Os SP ENG. FOR: TRUE TRUSS INC - tool S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3703 B 6 D DATE: 18 Dec 1992 ^^^�� GRAND LAYOUT PRAIRIE. TX 75051 6.4 DL TC 7 2X6 #i DS SP OF / ID: 1214) 660-3940 L TN L LL SC 0 WEBS L 784 33.33 OL BC 10 2x4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 i 11 L~A SMALL BE OF THE SPECIFIED MINIMUM GRADES, 5) COHNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY t3) 50" INDICATES LATERAL BRACING MEMBER (1X4 MIN.( SPECIESANO 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/6' (MINI PLYWOOD SHEATHING, 1/2' 1A) INSTALLATION MG ERECTION OF THE TRUSS. PERMANENT, AND IS OF NIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED 6) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR SPACING MEMBERS SPACED 10' o C. (MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE WITH j FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI SPACING AIMD ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342, FHA TCB 2014, SSCC t1) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLYI51 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA-. '. FOREST PP0MTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/8' (NEN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECtED 4000 TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS SEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. DUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS ORAMIN6. INSTALLATION AND USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR 400IFIE01 IN ANY WAV, 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) 1117H THIS DESIGN 12) ® INDICATES BEARING LOCATION. 171 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 7PUSSES SEE HIB-91 FOR RECOMMENDATIONS C G -CONFTGLIRATION AND LOADING SPECIFIED By FABRICATOR -ADDITIONAL PLATING FDR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .2' 3-5-5 3-1-13 RUN 3-7-9 3-1-13 3-3-9 6-5-6 6-7-2 1-5-14 Y2 #2 02 74 PLF Max Height 9-8-3 12 a 6 361/ s 239/ 233# 472/ �5 _Sj 244# 12 '� 6 v �,Ap 3{� 251# 233/ 1m > a 78# 870 85# 108# 128# 63# ID N �y� 341 33# r n 1370# 1368# 13.5154% 13.5139% v I HS51e 3x4 3x4 4x4 1 b 5x6 m 4x12 M a 3.59 N 20 PLF 12 3-7-6 4-5-15 4-2-7 4-4-3 6-5-6 6-7-2 #2 02 #2 #2 /2 Fortes k-P) 1-4-0 2x4 2x4 2x4 2x4 2x4 29-a-e 0�- BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 967 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 2 Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .401' (6/16). Inoex-.405, (L/889) Maximum Total Load Deflection of .628' (10/15), Index-.423, (L/568) REV. 4-28-93 (WIND)Ir CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 29'8-1/2* STUB VAULTS 'f ALPINE ENGINEERED PRODUCTS Inc V�2000 2-0-0 LL TC 30 G1801 RAND PRAIRIEE,, TX 75051 6'4 OL TC 7 2X6 /1 DS SP 2X4 #2 09 SP ENG. FOR: TRUE TRUSS INC - J S. GSM BC LUMBER PROJECT: CENTEX 3703 8 6 D DATE: 18 Dec 1992 T (214) 660-3940L N L LL BC 0 WEBS LAYOUT 70: 480 DL BC 10 2X4 A3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 413 n.S. 33.33 TOTAL 471/8 EXCEPT AS MAY BE NOTED 1) LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES, 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTUaIOISLY 131 50- INDICATES LATERAL SPACING MEMBER (IX4 MIN.) SPECIES. AND /9W MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE,JOINT. BRACED 8V EITHER 3/8" (MIN) PLYWOOD SHEATHING. I/2' 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF HIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED 6) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED TO. 0. IMAA1. TEMPORARY SPACING 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 PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCS 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLVI5) THIS DESIGN CONFORMS 10 CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 06-125 BRACED BY EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES DNLV. 0) THIS TRUSS HAS BEEN DESIGNED FOR TIIE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' D C. GUALITY STAHOARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MA)I. UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN OURING SHIPPING AND 81 LENGTHCALL (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS THE PLATE LENGTH- IDENTICAL LOADINO AND COW IGURATION, -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESP014SIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .3" DAt FALSE BOTTOM CHORD INFORMATION FALSE BOT 5-8-0 ON RIGHT. VERTICAL SPACING=4-0-0. USE NINIMWM OF 2x4 PLATE FOR FASTEN114G FALSE BOT CHORD VERTICALS. USE 3x4 MIN. FOR SCARF ON FALSE BOT CHORD. 4-2-11 4-2-11 3-10-0 2-0-0 TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1xA RUN 3-7-8 3-11-3 1-4-0 6-10-0 CONT. LATERAL BRACING AT '`Y O.C. MAX SPACING. 1-5-14 02 02 f2 02 02 02 Max Height 8-4-3 74 PLF 12 Q 6 12 5.I,A 311 6v Qx exs 3+� m N 9'11 r r 1T 1519* 1402* I 7xs2 3x4 3x4 N11I (3.5143% [3.5155% 5x8 3x1 3.59 4 r:�_a'1 M 12 12 20 PLF 1-4-0 3-0-0 3-7-8 6-2-4 6-2-4 7-8-0 2-0-0 02 02 02 02 02 02 1-4-0 2X4 2x4 2x4 2x4 2x4 2x4 ForceslL-R) 30-0-0 D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7 X AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW No trusses: i THIS TRUSS ANALYZED WITH PPSA SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. Maximum deflection occurred 27.84" from the left end of Dottom panel 02. Maximum PPLive Load Deflection of .381' (6/16), Index-.383, (L/940) Maximum PPTotal Load Deflection of .597' (10/16), Index-.4, (L/600) REV. 4-28-93 (WIND) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 30'0" SHV-16 7SCALE:ALPINE ENGINEERED PRODUCTS Inc y�000 2-0-0 LL TC 302X4 /2 Ds SP ENG. FOR: TRUE TRUSS INC1801 S. GSM PKWY, 6 4 BC LUMBER PROJECT: CENTEX 3703 8 & D DATE: 16 Dec 199GRAND PRAIRIE. TX 75051 OL TC 7 2X6 /1 DS SP 12i4) 660-3940 LA A A: N L LL BC 0 WEBS LAYOUT I0:796 33.33 DL SC 10 2X4 I3 SP ADDRESS:MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED I) 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 13) 0- INDICATES LATERAL BRACING MEMBER IIX4 MIN.) SPECIES. AND 19M MAxIMM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/8' (MIN) PLYWOOD SHEATHING. 1/2- 14) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED B) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 30' n.C. IMAX). TEMPORARY BRACING SHOULD BE DONE 114 ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHOW SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING A14D ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) Y-2000 APPROVAL NUMBERS: UBC 2342. FHA TC8 2014 SBCC If) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUDUSLVI5) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 66-125 BRACED BY EITHER 3/0' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE COPO4ECTEO WOOD TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN ORTN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' 0 C. QUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AMC)USE SMALL CONFORM (MAXI. UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 121 ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (KONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS. CONFIGURATION.S12F CALL OUT IS THE DIRECTION OF THE PLATE LENGTH. IDENTICAL LOADING AND -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR DR CLARY. RUN 4-11-3 4-4-11 4-8-3 5-4-0 4-0-0 6-8-0 1-5-14 74 PLF Max Height 7-4-3 12 d 8 371# 3450 J D 5fij ID r K336# 3848 2361 12 m 334/ 6 v A alts-� I"u y 1720 7' f y N = 67# 1381 162# 1571 641 n T + in 1382# 13830 PD I [3.5154% (3.51 541 f 3x4 3x4 3x6 5x8 3x4 20 PLF 7-1-6 6-10-8 9-4-0 6-8-0 1-4-0 FOrCB3 IL-R) 30-0-o D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: D S AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint /3. Maximum Live Load Deflection of .119" (2/16). Index-.119. (L/3025) Maximum Total Load Deflection of .185' (3/16). Index-.124. (L/1935) REV. 4-28-93 (WIND),p CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 30'0" SH-14 ALPINE ENGINEERED PRODUCTS Inc yX000 2-0-0 LL TC 30 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - J 1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3703 8 6 D DATE: 18 Dec 1992 GRAND PRAIRIE. TX 75051 6.4 OL Tc 7 2X4 #2 N SP 1214) 660-3940 L L LL BC 0 WEBS LAYOUT ID: 312 33.33 DL SC 10 2X4 i3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 11 LUMBE11 SMALL BE OF THE SPECIFIED MINIMUM GRADES, 51 CONNECTOR RATES SMALL BE INSTALLED SVNNETPICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINIX)USLY 131 � INDICATES LATERAL BRACING MEMBER (1X4 MIN.) SPECIES. AND 19X MAXIMM MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/B" (MIN) PLYWOOD SHEATHING. 1/2' 141 INSTALLATION AND EREC71OU OF THE IRUSS. PERMANENT. AND IS OF MIpe-P ALLOWABLE STRESS VALUES. ALL VALUES USED 51 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR SPACING MEMBERS SPACED 10' oOU .c. IMAX). TEMPORARY BRACING SNLO BE DONE IN ACCORDANCE WITH FOR DESIGN APE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE, CUPPEHT TPI BRACING ND ERECTION PUBLICATIONS.TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FMA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY151 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PROOIICTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/8' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 8) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SMOMW (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. QUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES S77ES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED 1N ANY WAY. 4) CONaECIOP PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 121 ® INDICATES BEARINO LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECOMMENDATIONS. THE DIRECTION OF THE PLATE LENGTH. IDENTICAL LOADING AM CONFIGURATION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOP THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. A1101 6-1-8 5-10-8 4-8-0 4-8-0 4-0-0 4-8-0 1-5-14 74 PLF Max Height 6-4-3 12 Q 6 3900 345# 321# L L 1 6 D /f5 3x4 SrS 3f1 1620 433# 7 >Jrs<4 N k3 2160 N r ' f 1160 2120 1780 82# MD 1 1 13830 13020 P1 I 13.5154% 13.5154X 3x8 3.4 3x8 3x8 3X3 20 PLF 12-0-0 9-4-0 8-8-0 1-4-0 30-0-0 ForceB(L-R) D BUILDING TYPE: Enclosed Residential CODE: Standard Buitding Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: X159 aY AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom )oint 02. Maximum Live Load Deflection of .121' (2/16), Index-.121, (L/2975) Maximum Total Load Deflection of .189' (3/16). Index-.126, (L/1905) j REV. 4-28-93 (WIND)µ C1001 LARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 30'0" SH-12 TOALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 3p 2X4 +Y2 N SP ENG. FOR TRUE TRUSS INC - S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 B 6 D DATE: 18 Dec 1992 GRAND PRAIRIE. TX 75051 6.4 DL TC 7 2X4 1'2 N SP LAYOUT ID: (214) 660-3940 LA A: N L LL BC 0 WEBS 330 33.33 -DL BC 10 2X4 i3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 II LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINIDUSLY 13) !;';' INDICATES LATERAL BRACIP46 MEMBER 11X4 MINA SPECIES. AND 19x MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. SPACED BY EITHER 3/e' (MIN) PLYWOOD SHEATHING. I/P' 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT, NO IS OF HIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED BI TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' 0 C. (MAX). TEMPOPAR4 BRACING SNOULO BE DONE IN ACCOMAtICE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A 807TOW CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI SPACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBL15MED BY THE NATIONAL 7) V-2000 APPROVAL NUMBER& UBC 2342. FMA TCB 20SA. SBCC I1) ALL COMPRESSION CHORD MENDERS ASSUMED TO BE CONNTIN/DUSLVI5) THIS DESIGN CONFORMS TO CURRENT IPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 96-125 BRACED BY EITHER 3/0' (MIN.) PLYWOOD SHEATHING, 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.I DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. QUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. i61 NO MME14BEA OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS OES18H. 121 ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH IALDMG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE MIB-91 FOR RECOMMENDATIONS CDIRECT VON OF THF N AT- IDENTICAL LOADING AND COW I"ATION, -CONFIGIXiATIDN AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHONN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. 2-8-0 RUN 5-1-8 4-10-6 6-6-0 6-8-0 4-0-0 74 PLF 1-5-14 02 02 02 i2 Max Height 5-4-3 12 Q 6 4270 493# 3951 i a a 12x 236# 8B# 6 D ��5 N SXS 3591 L X + 179# J. m J M In ' 961 1650 133# 1320 621 H f f m i m 13840 13810 13.5154% 13.5)54X 3x4 3x4 8x6 5x6 3x4 20 PLF 10-0-0 6-8-0 6-8-0 6-8-0 1-4-0 30-0-0 FOrceS(L-P) BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 q* MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: gSf # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint i2. Maximum Live Load Deflection of .127' (2/16). Index-.127, (L/2835) Maximum Total Load Deflection of .199' (3/16). index-.133, (L/1809) REV. 4-28-93 (WIND CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 30'0' SH-10 W ALPINE ENGINEERED PRODUCTS Inc2X4 12 Ds SP ENG. FOR: TRUE TRUSS INC 1801 S. GSW PKWY, V�OOO 2-0-0 LL TC 30 DL TC 7 BC LUMBER PROJECT: CENTER 3703 B 6 D DATE: 18 Dec 1992 GRAND PRAIRIE. TX 75051 6.4 2X4 /2 N SP LAYOUT ID: OF 7 (214) 660-3940 L N L LL BC 0 WEBS 4 300 33.33 OL BC 10 2X4 i3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 11 LUMBER SHALL BE-OF THE SPECIFIES MINIMUM SPADES, 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON f0) ALL TENSION CHORD MEMBERS ASSUMEO TO BE CONTINUOUSLY 131 0- 11101CAYES LATERAL BRACING MEMBER (1X4 MIN.) SPECIES, AND AND 19x WAXI"MOISTURE CONTENT, OR SUCH THAT THE,DINT. BRACED BY EITHER 3/0" IMINI PLYWOOD SHEATHI W. 1/2- 141 INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT, A IS OF NIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED a) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR SHIN) DRYWALL OR SPACING MEMBERS SPACED 10' 0.c. (MAX). TEMPORARY SPACING 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 5TANDARD5 PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SACC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOIUSLYIN THIS DESIGN CONFORMS 70 CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE e6-126 BRACED BY EITHER 3/8' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOP METAL PLATE CONNECTED MODS TRUSSES AID 2) THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' oc. DUALITY STANDARDS FOP TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY, ON THIS DRAWING. INSTALLATION AND USE SMALL CONFORM (MAX). MESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH IACROSS SLDTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 171 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 HIB-91 FOR RECOMMENDATIONS CONFIGURATION,5t7F CALL OUT IS THE DIRECTION OF THE PLATE LENGTH. IDENTICAL LOADING AND '. -CONFIGl1RATI0N AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. 3-10-8 B-0 RUN 1-1-8 5-4-0 5-8-0 5-4-0 4-0-0 74 PLF 1-5-14 12 02 02 02 I2 02 Max H61911t 4-4-3 12 341# 444/ 4441 345/ Q 6 12 6 (7?{3 �SfS DSv 285# ]61 1 1 3x4 3x4 LL N142# I f 1 760 165# 173# 133# 41# t � T } f I fU 1304# 13e1# 3xB 3xs 13.5)54% 13.5154% 3x6 5x6 3x4 20 PLF 8-0-0 8-8-0 8-8-0 4-8-0 1-4-0 30-0-0 Forces(L-P) D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 957 9 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: f Maximum deflection occurred at bottom joint /3. Maximum Live Load Deflection of .167' (3/15), Index-.167, (L/2156) Maximum Total Load Deflection of .262' (4/16), Index-.175, (L/1374) 5> REV. 4-28-93 (WIND),gl,p CLARY DIVISION PPLATEYPE: O.0. SPACING LOADING (PSF) TC LUMBER TRUSS: 30*0" SH-8 ALPINE ENGINEERED PRODUCTS Int000 2-0-0 LL TC 2X4 i2 09 SP ENG. FOR: TRUE TRUSS INC180f S. GSM PALMY. 30 SC LUMBER PROJECT: CENTEX 3703 B 6 0 DATE: 18 Dec 1992GRANO PRAIRIE. TX 75051 '4DL TC 7 2X4 #2 N SP(214) 660-3940 A: �- L LL BC 0 WEBSLAYOUT ID:84 33.33 OL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 11 LU4ER SMALL BE Ulf THE SPECIFIED MINIMUM GRADES. 6) CONNECTOR PLATES SMALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION C//ORD MEMBERS ASSUMED TO BE CONT IIAIOUSLY 131 ' INOICAIES LATERAL BRACING MEMBER (1X4 MIN.) SPECIES, ANO 19X MAXIMUM MOISTURE CONTENT. OR SUCH THATTHE JOINT. SPACED BY EITHER 3/8" (MIN) PLYWOOD SHEATHINWG. 1/2' 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMMENT. NO IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED B) TOP CHORD SPLICES ARE NOT RECOMMENDEO TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' o.c. (MAX). TEMPORARY SPACING SHOULD BE DONE IN ACCORDANCE WITH FDR DESIGN ARE BASED ON THE LATEST EDITION OF TUE NA- DIPECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENI TPI BRACING A140 ERECTION PLMLICATIO6. TIONAL DESIGN STANDARDS PUBLISHED BV THE NATIONAL 7) V-2000 APPROVAL NUMBERS: USC 23.12. FMA TCB 2014. S8CC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLYI5) THIS DESIGN coFONS TO CURRENT IPI DESIGN SPECIFICA- FOEST PRODUCTS ASSOCIATION. 7251. SOCA FILE 86-125 BRACED BY EITHER 3/e" (MIN.) PLYWOOD SHEATHING. 1/2" TIONS FOR METAL PLATE CON4ECIED WOOD TRUSSES AND 2) THIS DESIGN IS BASED ON CLARY NN CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (WIN.) DRYWALL OR BRACING MEMBERS SPACED AT t6' P.C. QUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IH ANY WAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH IACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DUPING 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 HIB-91 FOR RECONENOAT IONS 'ALLC C -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS I5 DESIGNED ONLY FOR 711E LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. 2-8-0 74 PLF RUN 8-0-0 4-6-11 6-1-5 6-1-5 4-8-11 1-5-14 02 02 #2 Max Height 3-4-3 12 3600 395# 4521 395/ 2561 12 a8 g p ear i 3x4 D 5Xk 3x4 D'saS 2f 1# m f 3fi1 i MA � 570 1280 142# 1420 95# 24# N� 1I 1384/ 381# 3x8 3x4 5x8 3x4 3x8 N (3.5154% 13.5154% 2-8-0 20 PLF 6-0-0 7-1-5 7-1-5 7-1-5 1-4-0 30-0-0 Forces(L-R) D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: __9k Z 1Y AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of .251' (4/16), Index-.251, (L/1434) Maximum Total Load Deflection of .394' (5/16), Index-.263, (L/914) > REV. 4-28-93 (WIND),4,r CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 30'0" SH-6 ALPINE ENGINEERED PRODUCTS InC V2000 2-0-0 LL TC30 2X4 #2 Ds SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 B 6 D DATE: 18 Dec 1992 GRAND PRAIRIE. TX 75051 6.4 DL TC 7 2X4 M2 N SP LAYOUT ID: F (214) 660-3940 PLATE A N L LL BC 0 WEBS 396 3333 DL SC 10 2X4 /3 SP ADDRESS: SCALE . : MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 0 LUMBER SMALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON t0) ALL TENSION CHORD MEMBERS ASSUMED TO BE COJTItkJO15N.Y t3N It- iNDICAIES LATERAL BRACING MEMBER (114 M114.1 SPECIES. AMI 192 MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE .JOINT. BRACED BY EITHER 3/8' (MIN) PLYWOOD SHEATHIUG. 1/2' IA) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT, MO 1S OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 20' 0 C (MAX). TEMPORARY BRACING SHOULD BE DONE 1N ACCOMAtICE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHOW SPLICE. RMLESS NOTED OTHERWISE. CURRENT TPI BRACING ANO ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLYI5) THIS DESIGN COff ORM5 TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7261. BO:A FILE 86-726 BRACED BY EITHER 3/a' (MIN.1 PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOO TRUSSES AND 2) THIS DESIGN IS BASED 014 CLARY CONNECTOR PLATES ONLY. 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LOAOIMB SHOWN IMIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. QUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLV. 014 THIS DRAWING. INSTALLATION AND USE SMALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 41 CM44ECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN OWING SHIPPING AN BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE HI5-91 FOR PECOMMEHOAT IONS CALL OUT IS THE DIMC710MG AND COW ICUMTION. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. 1-4-0 3-f0-12 3-10-12 8-0-8 6-4-0 Max Height 7-4-3 74 PLF 12 B �y� psi q 12 193NI273F 6 y y 2700 4470 +A 1330 - x N 2240 m i N C 'j `V 74f 1500 1341 60d T T 9020905• N. (3 5)302 (3 5)392 m WT ~1. 20 PLF 3x4 5X5 4xB CU FOrce3(L-R) P BUILDING TYPE: Enclosed Residential 7-9-8 7-4-8 6-4-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 zf-6-o TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 6-15+ B AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .044" (1/16), Index-.061, (L/5864) Maximum Total Load Deflection of .069' (1/16), Index-.064, (L/3739) ID REV. 4-28-93 (WIND),g� CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21 6" SH-16 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - 11 1BOi S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 8 6 D DATE: 18 Dec 1992 GRAND PRAIRIE. TX 75051 6'4 DL TC 7 2X4 Y2 N SP (214) 660-3940 LA APE- S L LL SC 0 WEBS LAYOUT ID: 296 OL BC 10 2X4 #3 SP ADDRESS: 33.33 SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 114 TI LUMBER SHALL BE,OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 Y' INDICATES LATERAL BRACING MEHSER (11A NMN.) SPECIES, AND 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE 'JOINT. BRAVO BY EITHER 3/8" IMIN) PLYWOOD SHEATHING. 1/2' SAI INSTALLATION AND ERECTIO14 OF THE TRUSS, PEAMANFNT. AND IS OF HINDER ALLOWABLE STRESS VALUES, ALL VALUES USED e) TOP CHOP)SPLICES ARE NOT RECOMMENDED TO OCCUR TMIN) DRYWALL OR BRACING MEMBERS SPACED 10' 0.c. (MAX), TENPOPARV SPACING SHOULD BE DONE IN ACCOMAtg:E WITH FON 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. TI014AL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NL40ERS: UBC 2342, FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD NE16ERS ASSUMED TO BE CONTItUlOUSLY151 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7261. BOCA FILE 66-125 BRACED BY EITHER 3/e" IMINA PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED MOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. 9) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' 0.c. OUALITY STANDARDS FDA TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) W17H THIS DESIGN. 121 illi INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAMEN DURING SHIPPING Axl BY LENGTH (ALONG SLOTS) AMO THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE NIB-91 FOR RECOMMENDATIONS STIF CALL OUT IS THE DIREC710H -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN, PROVISION FOR THE PREVENTION OF PONOM MUST BE MADE AND 15 NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .2" 1D4C--FALSE BOTTOM CHORD INFORMATION FALSE BOT 12-0-0 ON RIGHT. VERTICAL SPACING-4-0-0. 3-7-8 3-4-5 3-4-5 3-7-13 5-4-0 5-4-0 USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. RUN USE 3X4 MIN. FOR SCARF ON FALSE BOT CHORD. 1-5-14 02 02 02 #2 M2 TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH fX4 CONT. LATERAL BRACING AT 2' O.C. MAX SPACING. Max Height 7-4-3 74 PLF 12 Q6 A ,SSS 332# 3B4/ �7 1- 260/ fe70 2490 SAA N 12 2460 i 6 ey,6 1230 840 1040 930 n 330 1040 630 M I r r N � 1131/ 11331 3x6 * * 13.5144% 13.5144% 0 7%10 I o 3x4 --::13.59 3 [— 6x5 3x4 20 PLF 3x6 12 12 3-7-8 5-0-8 5-4-0 4-0-0 6-8-0 Forces IL-R) 1-4-0 D BUILDING TYPE: Enclosed Residential --` 24-8-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7 f/ aM AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint i2. Maximum Live Load Deflection of .372' (6/16). Index-.453, (L/796) Maximum Total Load Deflection of .583' (9/16), Index-.473, (L/508) REV. 4-28-93 (WIND)*Lr CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING 1PSF) TC LUMBER TRUSS: 24'8' SHV-14 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 I2 D9 SP ENG. FOR: TRUE TRUSS INC - toot S. GSM PKWY. _ BC LUMBER PROJECT: CENTEX 3703 8 G D DATE: 18 Dec 1992 GRAND PRAIRIE. TX 75051 6.4 DL TC 7 12141 660-3940 L L LL BC p WEBS 2X4 e2 N SP LAYOUT ID: F 656 OL BC 10 2X4 /3 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 3/16. 11 LLE49ER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED 10 BE CONTINUOUSLY /3) -t'p' INDICATES LATERAL SPACING MEMBER (IXA MIN.) SPECIES. AND 192 MAXIM-04 MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8' (MIN) PLYWOOD SHEATHING, 172' 14) 114STALLATIO14 AND ERECTION OF THE TRUSS, PERMANENT. AND IG 15 OF HHER ALLOWABLE STRESS VALUES. ALL VALUES USED 51 TOP CHORD SPLICES ARE NOT RECOMMENOED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' O.C. (MAX). TEMPORARY SPACING SHOULD BE DONE IN ACCORONMCE MIT. FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING A14D ERECTION PUBLICATIONS. TIDNAL DES ARE STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SSCC III ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIN1101/SLY15) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS Assoc IAT ION. 7251. BOCA FILE 86-126 BRACED BY EITHER 3/0' (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED HOOD TRUSSES AND 21 THIS BEST-IS BASED O4 CLARY CONNECTOR PLATES ONLY. 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' o.c. GUALTTY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAXI, UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) UR 4) C ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CAPE SHOULD BE TAKEN DING SHIPPING AND eY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE H10-9/ FOR RECONMENDAT IONS C CONFIGURATION- -CONFIGURATION G -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY- -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .2" D -FALSE BOTTOM CHORD INFORMATION FALSE BOT 12-0-0 ON RIGHT. VERTICAL SPACING-4-0-0. USE MINIMll11 OF 2x4 PLATE FOR FASTENING FALSE SOT CHORD VERTICALS. 3-7-8 4-2-4 4-2-4 6-0-0 3-4-0 3-4-0 USE 3x4 MIN. FOR SCARF ON FALSE BOT CHORD. RUN TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1X4 1-5-14 42 02 02 #2 02 CONT. LATERAL BRACING AT 'Z4 O.C. MAX SPACING. Max Height 6-4-3 74 PLF 12 Q 6 f� 3x4 D XS 3771 345/ 2360 D s 3100 y y y 1131 M y to N y 12 N 278# 6 � y In 1231 v y 75# 104# 1020 H *� m 33# 1050 620 1 T T 3x6 * 1132# 11320 0 13.5144% 13.514411 a I71c10 4x8 -. --13.59 3 [=— 3x6 12 12 6.Y5 3x4 20 PLF 3-7-8 4-2-4 6-2-4 4-0-0 6-6-0 02 02 #2 02 Forces(L-R) 1-4-0 ID 24-e-0 BUILDII,G TOG Enctosed Residential CODE: 9tandvd-Building Code (SBCCI 1991) WIND SPEED: 110 q;h MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 714.1 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .337" (5/16), Index-.41, (L/878) Maximum Total Load Deflection of .529" (8/16), Index-.429, (L/560) 1D REV. 4-28-93 (WIND),a_, CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 24'8- SHV-12 ALPINE ENGINEERED PRODUCTS Inc y�000 2-0-0 LL TC 30 2X4 #2 Ds SP ENG. FOR: TRUE TRUSS INC - 5. GSM PKWY. 6.4 BC LUMBER PROJECT: CENTEX 3703 8 6 D DATE: 18 Dec 1992 GRAND D PRAIRIE. TX 7505! DL TC 7 2X4 #2 Ds SP LAYOUT ID: (214) 660-3940 A ARt=A: —INC. F(SA S L LL BC 0 WEBS 632 33.33 DL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED CALF i I) LIMBER SHALL BE OF THE SPECIFIED MINI"GRADES. 51 CONNECTOR PLATES SMALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTIt410V5L.Y 131 Y' INDICATES LATERAL GRACING MEMBER (1X4 MIN.) SPECIES. AD 191 MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8' IMIN) PLYWOOD SHEATHING, 1/2' f41 INSTALLATION AILD ERECTION OF THE TRUSS. PERMANENT. AtO IS OF NIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP CHWRLO SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' 0.0 (MAXI. TEMPORARY OR. SHOULD BE DONE IN ACCORDANCE WITH FOR DESIGN ARE BASE"ON THE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. LWLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 23A2. FHM TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONT1N000SLY151 THIS DESIGN CONFORMS TO CURRENT TPI OESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. SOCA FILE 86-125 BRACED BY EITHER 3/e' (MIN.) PLYWOOD SHEATHING. 2/2' 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 (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. DUALITY STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) MIT"THIS DESIGN. 12) ® INDICATES BEARING LOCATION. f7) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE MID-91 FOR RECOMMENDATIONS 512FCALL OUT7HE PLATE LENGTH. IDENTICAL LOADING AND CONFIGURAIZON -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS 15 DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF POIJOI146 MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVEMENT LINGER TOTAL LOAD - .2' *-FALSE BOTTOM CHORD INFORMATION FALSE BUT 12-0-0 ON RIGHT. VERTICAL SPACING-4-0-0. USE NINIMUN OF 2x4 PLATE FOR FASTENING FALSE BUT CHORD VERTICALS. 1-4-0 USE 3x4 MIN. FOR SCARF ON FALSE BOT CHORD. 3-7-8 3-0-8 3-4-0 4-0-0 4-0-0 5-4-0 TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1x4 RUN CONT. LATERAL BRACING AT . O.C. MAX SPACING 1-5-14 74 PLF Max Height 5-4-3 12 Q6 271/ 296/ 345# 2361 y y y y 391 3x4 3x16'rs m 2361 y 7[ 7 y 12 236/ 6 ey6 y 123# Cn en y 97# 1041 80i N aD 33# 106# 610 T f 3x6 C 11331 1131I 411Aj 7x10 p [3.5144% 13.51441 3X8 Q 3.59 3 I--=— Bits 3x4 3x6 12 12 20 PLF 3-7-8 6-4-8 4-0-0 4-0-0 6-8-0 Farces(L-R) i-4-D 24-8-0 D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SSCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7'F/ # AT EACH SUPPORT, NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .379' (6/16). Index-.462, (L/781) Maximum Total Load Deflection of .595' (10/16), Index-.482, (L/497) REV. 4-28-93 WIND)thf CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 24'8' SHV-30 G ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - 18of 5. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 8 6 0 DATE: 18 Dec 1992 GRAND PRAIRIE. TX 75051 6'4 DL TC 7 2X4 #2 N SP LAYOUT I0: (214) 660-3940 L --TNG-�6 L Ll BC 0 WEBS 702 3333 DL BC 10 2X4 /3 SP ADDRESS: . MEMBER TRUSS PLATE INSTITUTE TOTAL 473/16 EXCEPT AS MAY BE NOTED 11 LUWXR SHALL DE OF THE SPECIFIED MINIMUM GRADES, 51 CONNECTOR PLATES SMALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONIUDOUSLY 13) fir" INDICATES LATERAL BRACING MEMBER (1X4 MIN.) SPECIES. AND 19%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8" (MIN) PLYWOOD SHEATHING. 1/2- 141 114STALLATION AND ERECTION OF THE TRUSS. PERMAN4EHI. AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES APE NOT RECOMIENOED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' 0 C (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 PUBLISHED BY THE RATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FMA TCB 201A. SBCC 11) ALL COMPRESSION CHORD MENDERS ASSUMED TO BE CONTINVDUSLY151 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE B6-125 BRACED By EITHER 3/B" (MIN.1 PLYWOOD SHEATHING. 1/2' T1014S FOR METAL PLATE CONNECTED WOOD TRUSSES A140 21 THIS DESIGN 15 BASED ON CLARY CONNECTOR PLATES ONLY. 0) THIS TRUSS HAS BEEN DESIGNED FDR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' O.C. QUALITY STANDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX), (UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. AI CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN f2) ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RRECOMIENOATIDNS CALL OUT 15 THE DIRECTIONC COW IGVRATION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDINNG MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - 2" D*FALSE BOTTOM CHORD INFORMATION FALSE BOT 12-0-0 ON RIGHT. VERTICAL SPACING-4-0-0. USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 MIN. FOR SCARF ON FALSE BOT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1X4 RUN 3-7-8 4-4-8 6-0-0 4-0-0 6-8-0 CONT. LATERAL BRACING AT 2T O.C. MAX SPACING. 1-5-14 #2 02 02 74 PLF Max Height 4-4-3 3840 3701 3840 236# 3x4 3x4 3x5 8 2BL# 1231 41 77# 104# 1001 v 9+� 3x6 * 331 104# 641 To T 4`1c j 7x10 4x8 I O 11304 11340 [3.51 44% 13.51 44X d 3.59 3 r m 3x6 12 12 61$ CY 20 PLF 3-7-8 4-4-8 6-0-0 4-0-0 6-8-0 02 #2 #2 02 1-4-0 24-8-0 Force5lL-R) D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 q* MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7.3�T * AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom )oint #2. Maximum Live Load Deflection of .347' (6/16). Index-.422, (L/853) Maximum Total Load Deflection of .544' (9/16). Index-.441, (L/544) I ' REV. 4-28-93 (WIND),4z,, CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 24'8" SHV-8 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 #2 DS SP ENG. FOR: TRUE TRUSS INC - 1801 S. GSW PKWY. BC LUMBER 2X4 #2 DS $P PROJECT: CENTEX 3703 B S D DATE: 18 Dec 1992 F GRAND PRAIRIE. Tx 75051 6.4 DL TC 7 1214) 660-3940 LA A LAYOUT ID: —IN . L LL BC 0 WEBS 618 33.33 DL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 T< 11 LIMBEA SHALL,BE OF THE SPECIFIED MINIMUM GRADES. 51 COO4NECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) -0' INDICATES LATERAL BRACING MEMBER 11XA MIN.) SPECIES. AND 192 MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT GRACED BY EITHER 3/8" (MIN) PLYWOOD SHEATHING, 1/2' 141 INSTALLATION AND ERECTION OF 114E TRUSS. PERMANENT, AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR MIN) DRYWALL OR BRACING MEMBERS SPACED 10' O.C. (MAXI. TEMPORARY BRACING SHOULD BE DONE 113 ACCORDANCE WITH FOR DESIGN APE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING A40 ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: USC 2342, FMA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTRAxx1SLY15) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BDCA FILE 85-125 BRACED BY EITHER 3/e" (MIN.) PLYWOOD SHEATHING, 1/2' TIONS FOA METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) 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 (MAX), UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 41 CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN. 12) ® INDICATES BEARING LOCATION. 17) SPECIAL MANGLING CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-9/ FOR RECOMMENDATIONS S17E CALL OUT 15 THE DIRECTION OF THE PLATE LENGTH- IDENTICAL LOADING AND CONFIGURATION. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - 2' D 7(`-FALSE BOTTOM CHORD INFORMATION FALSE BOT 12-0-0 ON RIGHT. VERTICAL SPACING-4-0-0. USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 MIN. FOR SCARF ON FALSE OOT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 3x4 2-4-8 CONT. LATERAL BRACING AT Q' O.C. MAX SPACING. RINd i 3-7-8 3-10-4 4-1-12 4-0-0 3-2-4 3-5-12 74 PLF 1-5-14 Max Height 3-4-3 2300 2961 3010 2661 2360 118# 12 y y y y y y 2110 6 N 3x4 3x6 3x4 N y x 12 3( m Nu - y 96# 1040 BS# Zn N m 3x6 0 330 3050 621 v 1 7x10 3x8 1 T 11320 320 1f 321 .d 3.59 3 C::- 3x4 (3.51445 f3.5]44X 3x6 12 12 airs 20 PLF 3-7-8 6-2-12 4-1-12 4-0-0 6-8-0 1-4-0 24-8-0 Farces(L-R) D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7,35 B AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint 03. Maximum live Load Deflection of ,44' (7/16), Index-.535, (L/673) Maximum Total Load Deflection of ,69' (11/16), Index-.559, (L/429) RECOMMENDED CAMBER: .38" REV. 4-28-93 (WIND),+il.f CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 24'8- SHV-6 ALPINE ENGINEERED PRODUCTS Inc y 3000 2-0-0 LL TC 2X4 #2 N SP ENG, FOR: TRUE TRUSS INC - RAN s. GSWAIR PKWY. 30 SC LUMBER PROJECT: CENTEX 3703 8 6 0 DATE: 18 Dec 1992 V- 3 GRAND PRAIRIE, Tx 75051 6'4 DL TC 7 2X4 �2 N SP 1214) 650-3940 L A W - _-I-N L LL BC 0 WEBS LAYOUT ID: 582 33.33 DL 8C 10 2X4 M3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 225 h.5. TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 I LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 C014NECTOR PLATES SHALL BE INSTALLED SVMMETRICALLY ON /0) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) - 11401CATES LATERAL BRACING MEMBER (IYA MIN.) SPECIES. AND 191 MAXIMUM MOISTURE CONTE 4T. OR SUCH THAT THE JOINT BRACED BY EITHER 3/8' (M1 Ni PL YM000 SHEATHING, 1/2' fA1 INSTALLATION MD CREC7101N OF THE TRU PERMANENT,PE RNAtENT. AUG 15 OF MI FMER ALLOWABLE STRESS VALUES, ALL VALUES USED 51 1Op CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MINI OR YMALL OR BP ACiHG MEMBERS SP ACEO f0' 0 c. (MA4. TEMPORAPy BRACING SHOULD BE O(x1E IN ACCOROAt10E WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE "A- OI RE C TLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. L'URPENT IPI BRACING AND ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PLOLIStEO By THE HATIC04AL 71 V-2000 APPROVAL NUMBERS: UBC 23A2. FHA TCB 201A. SBCC 11) KL COMPRESSION CHORD MEMBERS ASSUMED TO BE CUn INUOUSLYI5) THIS DESIGN CONFORMS 70 CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BV EITHER 3/B" (MIN.) PLYWOOD SHEATHING. 1/2' TIUNS FOR METAL PLATE CONNECTED MOOD TRUSSES MD 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN.) ORYWALL OR BRACING MEMBERS SPACED AT 16" O.C. UUALI7v ST AIDARDS FOR TRUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM MAX). UNLESS NOTED OTHERWISE. 16) NO 14:IMBEA OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. A) CONVECTOR PLATE SIZES ARE CK LED OUt MiDTN (ACROSS SLOTS) MITN THIS DESIGN. 121 ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLI140 CARE SHOULD BE TAKEN DURING SNIPPING AND By LENGTH (KONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE NIB-91 FOR RECOMMENDATIONS SIZE CALL OUT 15 THE DIRECTIONG C G AND COW IGURATION, -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .2" �c-FALSE BOTTOM CHORD 114FORMATION FALSE BOT 12-0-0 ON RIGHT. VERTICAL SPACING-4-0-0. USE MINIMUM OF 2Y4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. USE 3X4 MIN. FOR SCARF ON FALSE BOT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1x4 2-4-6 CONT. LATERAL BRACING AT p' O.C. MAX SPACING. RUN 3-7-0 3-10-4 4-1-12 4-0-0 3-2-4 i 3-5-12 74 PLF 1-5-f4 Max Height 3-4-3 230# 2960 301/ 266# 236/ 1181 12 2t1# 6 K 3x4 3x4 x y ,A N 3x6 N M Ns1 123# rn N y 964 104# elf 1 m3x6 * 33# 1050 520 o t T m11321 t1321 f 1 7x10 3xB 13.5)441 13.51441 d 3.59 3 r- 6x5 3x4 3x6 12 12 20 PLF 3-7-0 6-2-12 4-1-12 4-0-0 6-8-0 1-4-0 24-0-0 FOrceS IL-R) D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13, TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at nottom joint #3. Maximum Live Load Deflection of .44" (7/16), Index-.535. (L/673) Maximum Total Load Deflection of .69" (11/16), Index-.559, (L/429) RECOMMENDED CAMBER: .38" It? REV. 4-28-93 (WIND) lkr CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 24'8" SHV-6 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 ,r2 N SP ENG. FOR TRUE TRUSS INC - tBOI S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3703 B & 0 DATE: 18 Dec 1992 GRAND PRAIRIE. TX 75051 6.4 OL TC 7 2X4 #2 N SP (214) 660-3940 -P—LATE-AR A: INC. E-OR-S L LL BC 0 WEBS LAYOUT ID: 582 33.33 OL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 225 h.S. TOTAL 473/16 ExCEPT AS MAY BE NOTED rLA. 1962 LAWS RA1tco FORM 40e ►s 'afirr of (clamM, rurrtuatt . .. M11t►Alit MI 1YlLIeAft1 Igo f J11011t it mug toucan-0 , The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. t I Description of property..»�' OT.... ...»1... +din to lat thereof recorded in plat book, '? pag9sS- a'S .»�SK4...._» ...9._...._»._P..»...._...._»_............»............................._.�................... ........»............_,.........,,�.»s� of »the current public records of Duval County Fla. General description of 1mprovements....».....»..CQi:1.q—t tion of»„Single Family, Residence _,,wi„th....g4.r 9.0_on concrete,slab1 �•.�.....� »��»�� RETURN„»TO: JIM IiAr, 6 620 SOUTHPOINT DRIVE #400 JX.FL. 32216 Owner._.._.CENTEX_..REAL.»ESTATZ.,,.rQRP.QRA ION.».»»»» ....»»____»...........»_..»....._._...»..... 6620 SOUTHPOINT DRIVE 1400 JX. FL. 32216 Address......._.....»._...».......»._..........._. »....»..._.........»..»............_..�._....._..,,,._.. . Owners interest in site of the improvement FEE SIMPLE Fee Simple Tills holder (if other than owner) Name.........»...............................__... ..»...........»....._. ....._.... ..........»...»... _......_.»....»...........» ._..»._.»».. Address....__............... . .....»»_ ..»..._._...»».»....................»»».......... »..»...._�..».»»_........._..�.»...._ _.._.._....._.._»._.».. _. Contractor....»..SAME».AS OWNER..................._..__ Address.....................»._.......».».»»........................................._..._....... .»..»..»...._....»...»».»»»»._. _... Surety (if any)..........._............._.............»»».........................._»»»...._ .»..__..»»»».»...._...».»_...._.._........»_..»» ._».._.».» Address....”...... .•._.•......»...........»_._»...»...._....:».. .....•..Amotw of bond = .....:..._:... Name of person within the Stale of Florida designated by owner upon whore noticet or other documants may be served Name ARTHUR DAY » Addres��._. _ 6620+ SouthpointDr S Suite 400 ,Jacksonville, F1 32216 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill in at Owner's option). Name..............................»......... »..»... .._..»».».»...._... .....»_..»... ..... Address................. ......................._........»......••••......»........................_..»...».».....».» ........» »...:..»»»»»...».................»....».»». THIS s►ACC FOR RCCOROCR's Use ONLY ».........» .......... Arthur Day Sworn to and subscribed before me this•...........•••».»_....... e p�MA �ANr�r��i 0 PubilG •� �`� 9`9>�m, p #CC 302317dad :o@ �'j�"••:Fain-Insu�;.•