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Permit 1546 Linkside Dr (vault) t r. ADDRESS BUILDING PERMIT NUMBER ZQCO INSPECTIONS: FOOTING 7 ,�?, 9` F3 UNDER SLAB PLUMBING SLAB - S-7 3 FRAMING 9-31-y3 y3 COVER-UP P" 3/` 5�3 INSULATION , '- 31" FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH FINAL /D -�' y'3 MECHANICAL PERMIT # 7;Z ? 3 PLUMBING PERMIT # �!d NOTES: 5s, CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034599 Date 1/25/07 Property Address . . . . . . 1546 LINKSIDE DR Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 140000 ---------------------------------------------------------------------------- Application desc 2nd floor addition ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GRAY, RONALD OWNER ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 580 . 00 Plan Check Fee 290 . 00 Issue Date . . . . Valuation . . . . 140000 Expiration Date . . 7/24/07 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . WATER IMPACT FEE 200 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --- -------------- ---------- ---------- ---------- ---------- Permit Fee Total 580 . 00 580 . 00 . 00 . 00 Plan Check Total 290 . 00 290 . 00 . 00 . 00 Other Fee Total 200 . 00 200 . 00 . 00 . 00 Grand Total 1070 . 00 1070 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. -� BUILDING PERMIT APPLICATION ;_. CITY OF ATLANTIC BEACH '� 800 Seminole Road,Atlantic Beach FL 32233" .t � Office: (904)247-5826 a Fax:(904)247-584 JAN � E` 200 6 Job Address: �5��0 ,� ' Bks �r _� �1 BSL. F2 3223-3 Permit N� ber:_, Legal Description - 5 J7-a.S -aciF SELL/ L S j E Ulu l T" O ,'�, L OT- 1 L/ 11, Valuation of Work(Replacement Cost) $11440 D ■ Class of Work(Circle one): New Addition Alteration Repair ■ Use of existing/proposed structure(s) (Circe one : Commercial eside 'a ■ If an existing structure, is a fire sprinkler system mstalled? (Circle one): es o /A ■ Is approval of homeowner's association or other private entity required? (Circle o Yes No Describe in detail the type of work to be perforined: a Nj 5-6,y o cU - c,o --I-o eX;14 i ti� Property Owner Information Name: Address: 15-/(a City State Ll-Zip J!? 33 Phone-20 3�3 y _;7ja I Contractor Information: Name of Company: ( l)L)- le- f Qualifying Agent: Address: City State Zip Office Phone Job Site/Contact Number State Certification/Registration# Office Fax# Architect Name &Phone#�.L B rc cj ,.j12 (' Engineer's Name&Phone# 1 -)J ) .,' VO4.2 )- u C,•. $ Application is hereby made to obtain a pernnit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a pernnit and that all work will be performed to meet the standards o{all laws regulating construction in this 'urfsdiction. This permit becomes mill and void ifwork ns not commenced within six(6)months, or if construction or wor/is suspended or abandoned for a periodof 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 and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 hereby cert that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this pe of wor twill e complied with whether specified herein or not. The granting of a ermit does not presume to give authority to violate or cancel the provisions of any other federal,state, or local law regulating construction or the performance of construction. Signature of Property Ow4r: Signature of Contractor: Sworn to and subscribed before me Sworn to and subscribed before me this/H.-'�ay of -7-a., r y a U0'7 this Day of Notary Public: Notary Public: �.r*r� James R.Heaton • MY Commission 0019282E orf EVres March 12,2= DO NOT WRITE BELOW THIS LINE: OFFICE USE ONLY Review Result (Circle ones iS f lSr BUILDING PERMIT APPLICATIONv- _ � CITY OF ATLANTIC BEACH '' 'T' '" '� �" ' ` k' 1 w JJ,��r - 800 Seminole Road,Atlantic Beach FL 322331 t ' Office: (904)247-5826 a Fax:(904)247-584 l ;.p 2007 Job Address: F 32233 Permit 1N ber: Legal Description - S J7-X5 --,29 51;LU Si E C) % -F O Valuation of Work(Replacement Cost) $/j40 000 ■ Class of Work(Circle one): New Afton Alteration Repair ■ Use of existing/proposed structure(s) (Circ Commercial eside a ■ If an existing structure, is a fire sprinkler system installed? (Circle one): es o /A ■ Is approval of homeowner's association or other private entity required? (Circle o Yes No Describe in detail the type of work to be performed: 010.1 SAry CLIU -�110'10 -4-0 on A, S+'C-4 ul3z._ Property Owner Information Name: City State Zip Contractor Information: Name of Company: (-�)ujme C Qualifying Agent: Address: City State Zip Office Phone Job Site/Contact Number State Certification/Registration# Office Fax# Architect Name &Phone# T6�L B r(-,CA iAjf? I 1 Engineer's Name &Phone# V k u ce s Application is hereby made to obtain a vernuit to do the work and installations as indicated. I 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 o fall laws regulating construction in this 'urisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned fora eriodof 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 and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I here byy certi� that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this pe ofworkwill be complied with whether specified herein or not. The granting of a ermit does not presume to give authority to violate or cancel the provisions of any other federal,state, or local law regulating construction or the performance of construction. Signature of Property Ow r: Signature of Contractor: Sworn to and subscribed before me Sworn to and subscribed before me this/�,�ay ofJ G ��ry aCJU 7 this Day of Notary Public: z, Notary Public: �aa"� James R.Heaton n'y My CornrNssion D0192t1Ya orrv+" Sores March 12,2007 DO NOT WRITE BELOW THIS LINE: OFFICE USE ONLY Review Result (Circle on �41 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J =� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 1"!J;3ac>r INSPECTION EMAIL REQUEST: BuildingdeW coab.us Application Number . . . . . 07-00000232 Date 3/06/07 Property Address . . . . . . 1546 LINKSIDE DR Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc piping new addition ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GRAY, RONALD STEEG PLUMBING CO. , INC. P.O.BOX 330536 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 249-5191 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . Permit Fee 77 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/02/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 77 . 00 77. 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand .Total 77 . 00 77 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: 3-,�- e) ,7 _Property Address: Lihle',a ' 9' ---- -- —_.__. Owner: (?R,1141 Telephone is Contractor: bb (re ++ Telephone #: A7 l / Contractor Address: 4,0 Fax o: in WnsiderWon of permit giycn for doing the work as de;eribed in the above statement, we hereby agrcc to pertbrm su,a work it) . 1 accordance,with the attached platu and specifications wtuch art a part hereof and in accordance with the Citi ut'Attanti� Bcach ordinance and standards of good practice listed therein. installation of plumbing and dxtures roust be in accordance with tree most recent edidon of the Southern `)tandaro Plumbing Code. Plumbing Type: if other construction is being done on th 5 ou ldui5 or site. Q� New 1� list the building py�mit n bier O Re-Pipe "- 7 Number of Fixtures: Bath Tubs __ Showers Closets / Shower Pans 1 Dishwashers S wile s Disposals Urinals f Floor Drains Washing Machine �-- Lavatory Water Sewer Water Heaters I Other Fees I Permit Issuing Fee: S35.00 Total Flztures: X 57.00 535.00 = __ 800 Seminole Road - Atlantic Beach, Florida 32.233-5445 Phone: (904)247-6800 • Fax: (904) 247-5845 - http://Www.cl.atiantic-beach.fl.us CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 J J INSPECTION EMAIL REQUEST: Building-dept@coab.us Application Number . . . . . 07-00000274 Date 3/13/07 Property Address . . . . 1546 LINKSIDE DR Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 c/u, 1ahu, 1 elec heater ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GRAY, RONALD OWNER ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 71 .00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/09/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ----------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 .00 . 00 . 00 Grand Total 71 . 00 71. 00 . 00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH `s MECHANICAL PERMIT APPLICATION Date: 3//3/,A007 Property Address: Owner: ,eP 6 4,v Telephone#: V09'-33 J�i7r Contractor: Telephone#: ��-MS'S- '7766 Contractor Address: /(�, �v.9/�rd< sf S;aF Fax#: Contractor Signature: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building r3 /Electric or site,list the building permit number: ❑ Gas: LP Natural Central Utility �y ❑ Oil — — ❑ Other-Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _Space _Recessed ^'Eentral _Floor 3-"Residential ❑ Air Conditioning: Room -16entral UK Duct System: Material Thickness ❑ Commercial Maximum capacity ey cfin Ll Refrigeration ar"" New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _- Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) 31o'- New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other-Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency 4`171 le-w fd W�' 1Y,4AW,4 ZV11 •t 5— ISL HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency A'-Ie.. h'P4le, 6A /ifr `ft,,W7,--11.4 e Y ,"w G. TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road u Atlantic Beach,Florida 32233=5445 Phone: (904)247-5800• Fag: (904)247-5845• http://www.ei.atlantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building depOD,coab,us Application Number . . . . . 07-00000268 Date 3/13/07 Property Address . . . . . . 1546 LINKSIDE DR Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc ROOM ADDITION/REPLA.CE KITCHEN LIGHTS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GRAY, RONALD DOLPHIN ELECTRICAL CONST. , INC 5035 W. 12TH ST ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32254 (904) 786-6477 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 105. 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/09/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 .00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 .00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. , s, • � rS ,�'1�,1f�1 CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: Property Address: _W4(6 Owner: __k)N H iL.9 y Telephone#: L(Y� b Contractor:11VLP J>L Telephone#: 6 Y7 7 Contractor Address: fV,3r W, 1 ZT4t S�. Y FSA ,3u6'Y Fax#• 796--?91J9 Contractor Signature: In consideration of permit given for doing the w r as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New X Residence ❑ Temp. ❑ New being done on this building Or site,list the building Old ❑ Commercial ❑ Signs ❑ Increase Permit number- Re-wire um er-Re-wire ❑ Addition Sq.Ft. D Repair pb—03yi4 f Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS C90 PH J W I VOLT 2 YD WAY L- Meter ` Number ct 1 Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN /0 3n AX"S 31 IQQ AMPS Switches ) Incandescent SD CA,' L"5 ht� Fluorescent & M.V. Fixed 0.100 AWS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT -Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER00V Transformers NO. KVA NO. KVA No.Neon_Trans£ Ea._Sign Miscellaneous 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845. htta://www.ci.atlantic-beach.fl.us Revised 1/04 City Beach Perdnitlnformartion To: JEA Electric Order Fulfillment, (Fax No.: 665-7372) Attention: Carol Schweizer/Lorie Craven,21 West Church St T-4 (665-6521) Subject: City of Atlantic Beach Permit# D 9� DOo26�' Date: Service Address: 1§216 Owner: AtA,1S Owner Phone: Electrician: ADD Leff//1 R40fM/6f#(, CD/1/ - -VC Electrician Phone: Type of Work: New Service [_] M-Home Subfeed [_j Increase Service [i Heat& AC Li Repair Service [_] Other [� Rewire [�] Other Description: Temp Pole &M Ahb/l7,0 / llxhiw G/6hFriNG- Service Type: [Overhead (Repair/Replace) ],Underground(New Services) Building Use: Residential ]Church "Environmental "M-Home [_,_]Commercial (,,,_]Other Other Use Description: Service Size: New Service: Amps: Volts: Phase: Existing Service:Amps: 'D Volts: Phase:_„_ _ E-mail:cravl1 cr,jea.com or schwcm ,Jei a.cotn or resoin(:@,jeg.coin Wf OfficeJet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Mar 13 2007 9:44AM Last Transaction Date Time IMe Identification Duration Pages Result Mar 13 9:43AM Fax Sent 96657372 1:01 2 OK CITY OF ATLANTIC BEACH >> PLAN REVIEW SHEET �F Building Department Public Works&Public Utilities Departments Jf31�� 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233aluznia (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# d 6 - Property Address Lih/�4' /Ah- Df-1✓E Applicant: /2 bier 6,2 y • Project: c�i✓d �"7�,�y I&V-��-rn This permit application has been: Approved as noted by the /) P Department. Final application approval must come from the Building Department. El Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Reviewed By: Date: Date Contractor Notified: f - JAN I 1 CITY OF ATLANTIC BEACH TITLE PAGE RESIDENTIAL ADDITION CHRISTIE AND RD GRAY 1546 LINKSIDE DRIVE Occupancy Class- Residential Class R-3 PAGE 1 BUILDING PERMIT APPLICATION PAGE 2 SURVEY(4 COPIES) PAGE 3 NOTICE OF COMMENECEMENT (2 COPIES) PAGE 4 OWNER BUILDER EXEMPTION FORM PAGE 5 PROPERTY ASSESSMENT (PROOF OF OWNERSHIP) PAGE 6 DRAWINGS 4 complete sets(set#1 original, set 2-4 copies) Page Al Site plan Page A2 Elevations,Floor Plans Page A3 Framing, Shear Wall, Foundations Page A4 Roof framing, Elevations Page A5 Wall section at gable Page A6 Site management plan Page A7 Wind/Structural Design/FBC/Occupancy class Page A8 General Plan Notes SQA NGr ? J Sz1 CITY OF ATLANTIC BEACH OWNER/BUILDER AFFIDAVIT Date: Job Address: r—L 3 2 Z 33 CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE- OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK(EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE" THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER, OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. YROFEW OWNERdWILDER SWORN TO AND SUBSCRIBED BEFORE ME THIS J 0"'l AY OF 30,A1U6,('/ 20 OS-. - "�z /-?-- Z,5��, —_ N ARY PUBLIC e Ilkm Jaes R.Heaton MY COMMISSION EXPIRES: My cojmitdon m1ma NOTE: PHRASRS TTNDF.RT,TNF,D AROVR. m ar E006 Nkroh IZ 2W7 flip CITY OF ATLANTIC BEACH 5 PLAN REVIEW SHEET Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 3 223 3 Kaluznia (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS PiS)IT E C 0 PY' Permit Application# d b - J41 yq 9 Property Address IYel�O Li/1141 d E 2)/--'.✓,�C Applicant: �o�P2T �cd y Project: ��✓� ` ��Y �D� ' This permit application has been: ❑ Approved as noted by the Department. Final application approval must come from the Building Department. ❑ Reviewed and the following items ine e Y: Jul' I 9 'f v» Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Reviewed By: Date: Date Contractor Noted: yLy Jam' g1 'J 1 CITY OF ATLANTIC BEACH OWNER/BUILDER AFFIDAVIT Date: Job Address: �S`�(Q � ;�/k s�� 1 l-41, Pck r L 3 Z Z 3 CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE— OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR, YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK(EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. ROPE OWNER/BUILDER SWORN TO AND SUBSCRIBED BEFORE ME THIS /j,- DAY OF _aNyar/ 20 UJ—. --- NC9ARY PUBLIC �Ow P James R.Heaton MI MY COMSSION EXPIRES: My Commission DD192826 NOTE: P14RASES UNDERLINED ABOVE. �� Fires March 12,2007 �� S, CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 PK znia (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# d 6 - Property Address �D /1A11414E Applicant: �o6J,er r)9 Project: Project: �i✓d ��yD�� i!n This permit-application has been: i Approved as noted by the 0� Department. Final application approval must co from the Building Department. Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Reviewed By: Date: /7 Date Contractor Notified: _ Z ti' BUILDING PERMIT APPLICATION ( r may:- CITY OF ATLANTIC BEACH ' `° f7r �j`?-� 800 Seminole Road,Atlantic Beach FL 322331 Office: (904)247-5826 a Fax: (904)247-584 JAN I f 2007 V F ,��/� _ 0 1' Job Address: I:> t �e ,L' ,k �ri La° ,l b c I, Fz 3;??-3,-s Permit Number:., . Legal Description - S 1 - - SQ-VA L SI E UA)i j Valuation of Work(Replacement Cost) $/jO Qc�c) ■ Class of Work(Circle one): New Aftone Alteration Repair ■ Use of existing/proposed structure(s) (Circ Commercial eside 'a ■ If an existing structure, is a fire sprinkler system installed? (Circle one): es o /A ■ Is approval of homeowner's association or other private entity required?(Circle o Yes No Describe in detail the type of work to be performed: a NJ- S-�ary �`� 4-o 2x)A i A,� S4�-,,c4 ure._ Property Owner Information Name: �-Ccs� City__ ��,,, StateZip Contractor Information: Name of Company: C fume f Qualifying Agent: Address: City State Zip Office Phone Job Site/Contact Number State Certification/Registration# Office Fax# Architect Name &Phone#T��-- yc,,c j ,a,v I) X513 -7 Engineer's Naive &Phone# Tln t I Syaa,, U Com, 5 ,4pplication is hereby made to obtain a ernut to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issa,ance of a permit and that all work will be performed to meet the standards o{all laws regulating constructioan in this 'urisdiction. This permit becomes null and void if tivorlc cs not commenced within six(6)months, or if construction or wor/r is suspended or abandoned for a period ofsix(6)months at any time after work is commenced. I understand that se Conditioners,etc. parate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks and Air WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 herebyy certi� thatl have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this pe ofworlcwill be complied with whether specified herein or not. The granting ofa ermit does not presume to give authority to violate or cancel theprovisions oiany other federal,state, or local law regulating construction or the performance ojconstruction. Signature of Property Ow r: Signature of Contractor: Sworn to and subscribed before me Sworn to and subscribed before me thus/�,%'-Day of J a.,,ry 00jo 7 this Day of Notary Public: Notary Public: �a►s' James R.Heaton MYCmvrhsionwiri 26 'y ons' bines March 12,2W7 DO NOT WRITE BELOW THIS LINE: OFFICE USE ONLY Zeview Result (Circle ones Lys a I1� l r S) �r CITY OF ATLANTIC BEACH OWNER/BUILDER AFFIDAVIT Date: Job Address: (n L�;.J 1 �, &-.k r-L 3 Z Z 33 CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE- OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK(EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. YRUPEWff OWNER/BUIL SWORN TO AND SUBSCRIBED BEFORE ME THIS / DAY OF 30,11lU0,(/ 20 Ute. Ne5P5kRY PUBLIC �., James R.Heaton MY COMMISSION EXPIRES: James MYCoR. eat D0192826 NOTE: PHRASES UNDFRI,INED AROVE. '?of no EYires MarohnIZ 2007 j T j S r s a CITY OF ATLANTIC BEACH PLAN REVIEW SHEET �r Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 Ini (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# d 6 - Property Address �O 1-1,A1&1d E �/�✓r� Applicant: /Co bf er W 77jf Project: o�i✓d 1:71n/l y ,��D/;Yf-n This permit application has been: XApproved as noted by the Department. Final application approval must C'omg from the Building Department. E] Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from -being issued. Reviewed By: Date: Date Contractor Notified: CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date /ZlP/a-7 Permit Number o 3 yS99 Address /Sy� Li%,.�s��e Z)/'• Contact Name Phone Heated Square Footage @ $ per sq ft=$ Garage/Shed @ $ per sq ft=$ Carport/Porch @ $ per sq ft=$ Deck @ $ per sq ft=$ Patio @ $ per sq ft= $ TOTAL VALUATION: $ Total Valuation i s` $ Remaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + %2 Filing Fee $ FLOOD ZONE: ( )Fireplaces @$35.00 $ IMPERVIOUS SURFACE: AB CONSTRUCTION SURCHARGE $ CAPITAL IMPROVEMENT $ CITY RADON SURCHARGE $ SECTION H IMPACT FEE $ SEWER IMPACT FEES $ SEWER TAP FEES $ ST CONSTRUCTION SURCHARGE $ STATE RADON SURCHARGE $ WATER CONNECT/METER ONLY $ WATER CONNECT/TAP&METER $ WATER CROSS CONNECTION $ WATER IMPACT FEE $ C2 O 0 OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEF.WORKSHEET ADDRESS: /sy� L%A ir,(e �/. ��•3 y�� I�lP�°7 D RAJ NAG E FIXTURE UN17 FIXTURE TYPE VALUE AS LOAD FD7UR.ES UNrS Automatic dothes washers, comrnercid 3 Automatic dbthes washers residential 2 i Bathroom,group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 j Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 jCombinabon sink and tray 2 Dental lavatoryi Dis-hwashinq machine, domestic 2 C)nnkng founlainAcemaker 1/2 i 1 Floor drains 2 Hose bib i Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or { dti hwasher 2 _aund tr t or 2 cam atTenls 2 l I Lavatory { Shower comp artrnenIt, domestic 2 f I Sink 2 1 l til Unnal 4 Unnai, 1 qailon Rer flush or less ,i 2 Wash sink circular or multiple)each set of faucets 2 l I Water doset, flushometer lank, public or private 4 Water c4a t private installation 4 1 Water closet pubric installation 6 TOTAL NUMBER OF UMTS= D MULTIPLED X 2C TOTAL $ CI ',✓J, BUILDING PERMIT APPLICATION . �� CITY OF ATLANTIC BEACH Mils), 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 a Fax: (904)247-5845 Job Address: I�r-W Er L r`'Z_ 5 z Permit Number: Legal Description - 5T I 5C LU L Ks1 E U/J i T- O L O ,T Valuation of Work(Replacement Cost) $/,40 U ■ Class of Work((Circle one): New Addition Alteration Repair ■ Use of existing/proposed structure(s) Circe one : Commercial eside ■ If an existing structure, is a fire sprink�er system installed? (Circle one): es o /A ■ Is approval of homeowner's association or other private entity required? (Circle o Yes No Describe in detail the type of work to be perfonned: 'a 1,,j S}ary o-Ad - qo 4--o ��-- I Property Owner Information Name: Address: 1S`1(1 rVS ;� 4!', m City State Zip 3? 33 Phone Contractor Information: Name of Company: (-�>u tjp- f Qualifying Agent: Address: City State Zip Office Phone Job Site/Contact Number. State Certification/Registration# Office Fax## Architect Name &Phone#T j- B rCIUA is10 1 8)3 5(0 0 7 Engineer's Name &Phone# Dr) !ALc Vrk A.* J, U CrA Application is hereby made to obtain a permit to do the work and installations as indicated. I 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 o fall 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 wor/c is suspended or abandoned for a period of six(6)months at any tine after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools,Furnaces,Boilers,Heaters,Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this application and know the smite to be true and correct. All provisions oflaws and ordinances governing this type of wor twill e complied with whether specified herein or not. The granting of a erniit does not presume to give authority to violate or cancel the provisions o any other federal,state, or local law regulating construction or the performance ojconstruction. Signature of Property Ow r: _ Signature of Contractor: Sworn to and subscribed before me Sworn to and subscribed before me this/-,=-Day of –211r r o Uo'7 this Day of Notary Public: Notary Public: James R.Heaton My Ccnirniesion Dol rAm o1pY E)yi"Mach 12,2007 \ L` Y SS1 =� CITY OF ATLANTIC BEACH OWNER/BUILDER AFFIDAVIT Date: Job Address: _154)Ge k,,J k-s;,/p L 3 Z Z 33 CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE— OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK(EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL S WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS, SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. ROPE OWNER/BUIL SWORN TO AND SUBSCRIBED BEFORE ME THIS l 0J DAY OF �0,,NUQry _20 UJ—, N07ARY PUBLIC D0192826 �v James R.Heaton MY COMMISSION EXPIRES: P, . NOTE: PHRASES IINDFRISKED AROVE, My Commission'porno My CosMarch12,2007 CITY OF ATLANTIC BEACH TITLE PAGE RESIDENTIAL ADDITION CHRISTIE AND RD GRAY 1546 LINKSIDE DRIVE Occupancy Class- Residential Class R-3 PAGE 1 BUILDING PERMIT APPLICATION PAGE 2 SURVEY(4 COPIES) PAGE 3 NOTICE OF COMMENECEMENT(2 COPIES) PAGE 4 OWNER BUILDER EXEMPTION FORM PAGE 5 PROPERTY ASSESSMENT(PROOF OF OWNERSHIP) PAGE 6 DRAWINGS 4 complete sets(set#1 original,set 2-4 copies) Page Al Site plan Page A2 Elevations, Floor Plans Page A3 Framing, Shear Wall,Foundations Page A4 Roof framing, Elevations Page A5 Wall section at gable Page A6 Site management plan Page A7 Wind/Structural Design/FBC/Occupancy class Page A8 General Plan Notes 36 OW FROM :13PWS SERVEYORS FAX NO. .9046412060 Mar. 27 2002 04:34PM P1 uss MAP SHOWING SURVEY OF LCAT 14A _ .BLOCK '�- 1 AA- AS R OF THE CURRENT PUBLIC RECORDS OF p6>J L AS RECORDED 1N PLAT BOOK __Z.—.PAGES COUNTY,FLORIDA SAG. \� . T'�'!, R•i4.6 1;}lAIIL\tsC. iltwlRf#-3L itaWIRQucY- e.tt ' ucc ieuuo SCS•. &1616 frVU694 wssa s.t •elrwoG• itOoR 0.3 Ity plc tel.) wN• wtt% • •t.a1 m j 0 v �.4 CONL, r Ale Pao Irw�►o ►tn' pl t.� 0 3 o 0 N_ 1.N '� 1.3 u�u A �a1 � ...•.. .I� N eow w 1546. 4�T 1A� •W '� Cpua.6 IZ•' 4m"1 1'J•o ,ds 1v,r N 04 4 a'!• ,1.1.0 4 S O t•>,�oe`r Fe . COOV Iww t•; `N ll1c• �y l OLA P Rai �/ 11 �: {•sYeav ttauue��s Ls oz l*•e' 6.6 rOAusl.let or S.cga•45'C .. As, tis• ee., 0 TIP.*4-;,- .Q ' N V •0 Q 01N t1•S pR►Vfi M' FAylYl�41'f t(J Pau ote sly 5,14 '2S 41"E sasae �l.ls C�PR�I'J:.'1`sl' 5, 11'�3 OS"R ' t►ioRb�4'1•c.'7 1>:• ISTb-�o' POltl•t or q•l4-ts .yo 1►ec• 4t.w't ' •r welt.!uGN FRNAwe)M•4114 ' Ll 1�,!1G51I�E Ca�1V� • • • • "� 5O' R1t..N-r AO WAY NOTE: NOTES: THERE MAY BE AbDITIONAL RESTRICTIONS THAT APPLY THAT ARF. NOT SHOWN ON THIS SURVtV BUT MAY ON FOUND 1. This is a boundary survey, IN THE PUBLIC RECORDS .OR FACILITIES OF THIS COUNTY. 2. 'Flood zoos x as bast ascertained;from Flood Insurance Rets Map,community panel no.lta"'fi-c-c-r-datid A.o,•eti Racwac>aa tv � 1cz=8'L't t•lap 3l►SvaY 3. This survey is not a determination of ownership 4k, t444 4. Business license 06470 5. Bearing data based on wQST \ye or i-wy 1441 awtur- U.txr•4$i'no W. 1 HERESY CERTIFY TO: tsou"M ta. c+thH 1rR t NR\tiT\ys o, mmill., Wo:\.v. 'iwvwt,,s 4 Loan Ass oiLtw4tou Yy swAt1:Y Tlttt C.L'►tAN'IY tsM*sN�f R1ct+nttq ?. Mlsiv%a&AD,{s.A. THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS'AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT Marvin . Banks TO SECTION 472.027 FLORIDA tTATI1TFt:Autn ruAft"n CITY OF ATLANTIC BEACH TITLE PAGE RESIDENTIAL ADDITION CHRISTIE AND RD GRAY L 1546 LINKSIDE DRIVE Occupancy Class- Residential Class R-3 PAGE 1 BUILDING PERMIT APPLICATION PAGE 2 SURVEY(4 COPIES) PAGE 3 NOTICE OF COMMENECEMENT (2 COPIES) PAGE 4 OWNER BUILDER EXEMPTION FORM FILE Cory PAGE 5 PROPERTY ASSESSMENT(PROOF OF OWNERSHIP) PAGE 6 DRAWINGS 4 complete sets(set#1 original, set 2-4 copies) Page Al Site plan Page A2 Elevations,Floor Plans Page A3 Framing, Shear Wall,Foundations Page A4 Roof framing, Elevations Page A5 Wall section at gable Page A6 Site management plan Page A7 Wind/Structural Design/FBC/Occupancy class Page A8 General Plan Notes FILE Y&w7 f I LE UPI � a 2006 NOTICE OF AD VALOREM TAXES &NON-AD VALOREM ASSESSMENTS REAL ESTATE TAX DUVAL COUNTY/CITY OF JACKSONVILLE MIKE HOGAN,TAX COLLECTOR 231 E FORSYTH STREET ROOM 130 JACKSONVILLE, FL 32202-3370 TAX COLLECTOR INQUIRIES:(904)630-1916 WEB SITE:www.coj.net/tc ACCOUNT NUMBER: 172374-6345 FOLIO NUMBER: 1303355.0000 GRAY RONALD D IV ET AL TAXING DISTRICT: USD3 1546 LINKSIDE DR ATLANTIC BEACH FL 32233 LEGAL DESCRIPTION 47-8517-2S-29E SELVA LINKSIDE UNIT 02 LOT 149 AD VALOREM TAXES LOCATION ADDRESS: 1546 LINKSIDE DR TAXING AUTHORITY MILLAGE RATE TAXES LEVIED CITY OF JACKSONVILLE 6.3493 952.71 PAYOR CODE/NAME: -ST JOHNS-RIVER-WTR MGMT _.4620 69.32 ST'JOHNSRIVER BASIN .0000 .00 -- --- � -V--- ___ FL INLAND NAVIGATION .0385 5.78 BEACHES HOSPITAL .0000 .00 USD 3 2.9974 449.76 SCHOOLS 8.0420 1,206.70 TAXING VALUE CALCULATION ASSESSED VALUE: 175,049 EXEMPT VALUE: 25,000 TYPE: HX SR TAXABLE VALUE: TOTAL TAXABLE VALUE 150,049 AD VALOREM TOTALS 17.8892 2684.27 NON-AD VALOREM ASSESSMENTS STATUS CODE: AUTHORITY PURPOSE RATE AMOUNT REMARKS: REAL ESTATE 2006 1303355.0000 IF PAID IN: NOV-4%DISC DEC-3%DISC JAN-2%DISC FEB-1%DISC MAR-GROSS AMT AMOUNT DUE: 2,576.90 2,603.74 2,630.58 2,657.43 2,684.27 MAKE CHECKS PAYABLE TO MIKE HOGAN,TAX COLLECTOR DUVAL COUNTY/CITY OF JACKSONVILLE 2006 REAL ESTATE TAX NOTICE RECEIPT ASSESSED VALUE: 175,049 EXEMPT TYPE: HX PAYOR CODE/NAME: TAXABLE VALUE: 150,049 SR TAXABLE VALUE: LOCATION ADDRESS: 1546 LINKSIDE DR ACCOUNT NUMBER: 172374-6345 IF PAID IN: AMOUNT DUE: FOLIO NUMBER: 1303355.0000 TAXING DISTRICT: USD3 GRAY RONALD D IV ET AL NOV-4%DISC 2,576.90 47-8517-2S-29E SELVA LINKSIDE 1546 LINKSIDE DR DEC-3%DISC 2,603.74 UNIT 02 LOT 149 JAN-2%DISC 2,630.58 ATLANTIC BEACH FL 32233 FEB-1%DISC 2,657.43 MAR-GROSS AMT 2,684.27 MIKE HOGAN,TAX COLLECTOR 231 E FORSYTH STREET ROOM 130 JACKSONVILLE,FL 32202-3370 0]3 MAP SHOWING SURVEY O LOT __L4-0L -BLOCK ' AS IIECOADED IN PLAT BOOK PACE -�OFTHE CURRENT TU6t.IC RECORD•"+OF p`�J►''\ COUNTY,FLORIDA _ l.oR..sq•te pg AV.IVG cuw►w V_eae Rpue'ti. sauce e.a ' Sc.C'm .�. �� ti A\�a.uc.s ccuua ala• WASAOt. eu i 1 you * e.t u0 sit" �� 4 ►stl4 tt;OAa; 0.7 e►,•a\1 m ° cows. _r ,Q iia ratio i. Alt r•D 411 '^' •Zi.a..• to 0.4 1•; 0 3 ° iw N 0 p M 1.»am•� V coo ILA 154V 7 > of 14� 3 R6u►,P N �Rsrf 1rQ \ort I164D H �Iw.O 4 .0. 0114 ewu [ ry tuou P4 j ,/ v.1•to4 Rat, 1.1 N 1. 1.S•t Gulf tWl.O l�.i. LS 0.7 + 1•t.s' 0.0 . coElulm" 1KWu O►! sLU 11.0[}• ^3/f ' Q �1►t 11 t•'1Meu -1 00 P1r• 1►�4�e i N N •0 O tt•3 p1r1VG rl• J•!<A• r.^Swtin w od' V1 •e. .. _�--�-" 4RL� 140.0'{ • aw,.Z �►.►i ri biPr.t711 Z.�1. 5.11'33 05''ti t►aoeeo'A1•1-1 a:• %S1 fa '+o' �Ayt„guGN FOvyD•�'6'' • R[Oe! IF 4511 LI 11,1 KS1 LSE pV-lN/e / SO' f %#_%A-r OC hlq•t' NOTE: NOTES: THERE' M y AE AbbltIONAL RESTRICTIONS THAT APPLY THAT ARE NOT SHOWN ON THIS SURVtV BUT MAY oa FOUND 1. This is a boundary survey, IN THE PUBLIC RECORDS .OR FACILITIES OF THIS COUNTY. 2, 'Flood zone x as best ascertained,from Flood Insurance Rate Map,community penel no.►1t-2%-e wcdBIBd 4.i'1•oBA R.ecwscKao - Rv►caa.�a�w�i1� S,aea;vev 3. This survey is not a determinalion of ownership $4 Accu w, 14an 4. Business license 06470 5. Bearing date based on W7Zs•T 1.1i.1ta o1• Lary 140► I1*1511 rw U.ot.•45'eo• W. I HEREBY CERTIFY TO: ccbum-Q la. ►,tea�•� ori cwle\s:a.ia o. ►'j AVl3+, S *M%.O. S"%%&4S } "w"A Ataa�1A••ItOV �YlWhg'r TI'Tr.! '(aL"I�tClA1•►•i�f' CvMPs►IY � SClcugtC�} ?. Mlo'�;,t141B/►p., ta.p,. THAT THIS SURVEY MEET$THE MINIMUM TECHNICAL STANDARDS-AS SIFT FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS,PURSUANT Marvin . Banks TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 61017.6 FLORIDA ADMINISTRATION CODE_ �..r l�ne�r Gua e®4.5 FORM 600A-2004R VJVNC40& 1��y � 9 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Ronald D. Gray Addition Builder: Ronald D. Gray Address: 1546 Linkside Drive Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Ronald D.Gray Jurisdiction Number: 261100 Climate Zone: North 51- New construction or existing Addition _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 18.0 kBtu/hr _ 3. Number of units,if multi-family 1 — SEER: 13.00 _ 4. Number of Bedrooms 1 _ b. N/A _ 5. Is this a worst case? No _ ; _,, ; ;�' i,,l 6. Conditioned floor area(ft2) 800 ft2 _ c. N/A _ 7. Glass type and area:(Label reqd.by 13-104.4.5 if not default) _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default) 57.0 ft2 _ a. Electric Heat Pump Cap: 18.0 kBtu/hr _ b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b. (Clear) 57.0 ft2 _ b.N/A — 8. Floor types _ a. N/A _ c. N/A _ b.N/A c. N/A _ 14. Hot water systems 9. Wall types a. N/A _ a. Frame,Wood,Exterior R=11.0, 1213.0 ft2 b.N/A _ b.N/A _ c. N/A d. N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types — DHP-Dedicated heat pump) - a. Under Attic R=30.0,800.0 ft2 15. HVAC credits _ b.Under Attic R=19.0, 109.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation c. N/A _ HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0,90.0 ft MZ-C-Multizone cooling, b.N/A — MZ-H-Multizone heating) Glass/Floor Area: 0.07 Total as-built points: 7308 PASS Total base points: 9387 I hereby certify that the plans and specifications covered by Review of the plans and IgE ST this caleglation are in compliance with the Florida Energy specifications covered by this p4 Ari, Code. Vrko.rel I E Il:,s calculation indicates compliance ''% 9 o� PREPARED BY: �Qt� with the Florida Energy Code. DATE' l 1 11 01 b Before construction is completed this building will be inspected for a I hereby certify that this building, as designed, is in compliance compliance with Section 553.908 with the Florida Energy Code. Florida Statutes. CpD WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 1 Predominant glass type.For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.5) d RIGHT-J BUILDING ANALYSIS REPORT Entire House Energy Design Systems Job: 1117107 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesignsystems@gmail.com Project • • For: Ronald D. Gray 1546 Linkside Drive,Atlantic Beach, FI Design Information Htg Clg Infiltration Outside db (°F) 39 92 Method Simplified Inside db (°F) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity(%) - 50 Moisture difference(gr/Ib) - 65 Heating Ducts Component Btuh/ft' Btuh %of load walls Walls 3.0 3603 31.6 Windows 23.9 1364 12.0 _Infiftration Doors 0.0 0 0.0 Ceilings 1.2 1062 9.3 Floors 0.0 0 0.0 windows Infiltration 84.6 4824 42.3 Ducts 543 4.8 ° Total 11395 100.0 Cooling Component Btuh/ft' Btuh % of load Internal Gains Walls 2.5 3013 28.5 walls Ducts Windows 57.0 3251 30.7 Doors 0.0 0 0.0 Infiltration Ceilings 1.7 1544 14.6 Floors 0.0 0 0.0 Infiltration 21.4 1218 11.5 Ceilings Ducts 963 9.1 5 Internal gains 600 5.7 Windows Total 10590 100.0 Cooling at 79% SHR = 1.1 ton Cooling air flow=418 cfm/ton Cooling at 70 % SHR = 1.2 ton Cooling at 400 cfm/ton = 1.1 ton Overall U-Value= 0.084 Btuh/ft'-OF WARNING:window to floor area ratio= 7.1% - less than 10%. „A� wrigh'ttsoft Right-Suite Residential TM 5.0.66 RSR29784 2007-Jan-17 21:11:34 ,BCCA C:\Documents and Settings\customer\My Documents\Wrightsoft\Ronald D.Gray Addition,1546 Linkside D Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY 01 Entire House Energy Design Systems Job: 1/17107 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904287.5339 Fax:904-287-1258 Email:energydesignsystems@gmail.com Project Information For: Ronald D. Gray 1546 Linkside Drive,Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 11395 Btuh Structure 10590 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 11395 Btuh Use mfg.data n Rate/swing multiplier 0.97 Infiltration Total sens. equip, load 10272 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 460 Btuh Ventilation 0 Btuh AreaHeating Cooling Infiltration 2430 Btuh Volume2(fta) 80 80 6632 6632 Total latent equip. load 2890 Btuh Air changes/hour 1.20 0.50 Total equipment load 13162 Btuh Equiv.AVF(cfm) 133 55 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temp rise 0 °F Total cooling 0 Btuh Actual heating fan 458 cfm Actual cooling fan 458 cfm Heating air flow factor 0.040 cfm/Btuh Cooling air flow factor 0.043 cfm/Btuh Space thermostat Load sensible heat ratio 79 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,Q:. wri0Htsoft Right-suite Residential—5,0.66 RSR29784 2007-Jan-17 21:11:34 ACCA C:\Documents and settings\customerwy Documents\Wrightsoft\Ronald D.Gray AddRion,1546 Linkside 0 Page 1 APPENDIX 13-D FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-04R Residential Limited Applications Prescriptive Method C NORTH 12 3 Small Additions,Renovations&Building Systems +Compliance with Method C of Sub-Chapter 6 of the Florida Energy Efficiency Cade may be demonstrated by the use of Form 600C-04 for additions of 600 square feet or less,site-Installed components of manufactured homes,and renovations to single-and multiple-family residences.Alternative methods are provided for additions by use of Form 60OB-04 or 600A-04. PROJECT NAME: ` BUILDER: (Z AND ADDRESS. 5VI. Lt ,liPERMITTING tLIMATE OFFICE: ZONE: 1 E] 2 7 3 OWNER.1�v,,.1littb, Gr y tvM PERMITNO.: JURISDICTIONNO.: SMALL ADDITIONS TO EXISTING RESIDENCES(600 sq are feet or less of conditioned area).PtescripUve requirements in Tables 80-1,60-2,and 60-3 apply only to the components of the addition,not to the existing building.Space healing,cooling,and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction.Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels.RENDWTIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building).Prescriptive requirements In Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced.MANUFACTURED HOMES AND BUILDINGS.Only she-installed components and features are covered by this form.BUILDING SYSTEMS.Comply when complete new system is installed. Please Print CK 1. Renovation,Addition,New System or Manufactured Home 2. Single-family detached or Multiple-family attached 2. - 3. If Multiple-family-No.of units covered by this submission 3. 4. t 4. Conditioned floor area(sq.ft.) 5. Predominant eave overhang(ft.) 6. Glass type and area: Single Pane Double Pane a.Clear glass 6a. sq.ft. sq.ft. b.Tint,film or solar screen 6b. sq.ft. sq.ft. 7. Percentage of glass to floor area 7. % 8. Floor type and insulation: a.Slab-on-grade(R-value) Be R= lin.ft. b.Wood,raised(R-value) 8b. R= sq.ft. c.Wood,common(R-value) 8c. R= sq.ft. d.Concrete,raised(R-value) 8d. Rsq. = ft. e.Concrete,common(R-value) 8e. R= sq.ft. 9. Wall type and insulation: a. Exterior: 1, Masonry(insulation R-value) 9a-1 R= sq.ft. 2. Wood frame(Insulation R-value) 9a-2 R=_JJ_ $ n sq.ft. b. Adjacent: 1. Masonry(insulation R-value) 9b-1 R= sq.ft. 2. Wood frame(insulation R-value) 9b-2 R= sq.ft. c. Marriage Walls of Multiple Units*(Yes/No) 9c 10. Ceiling type and Insulation: a.Under attic(Insulation R-value) 109. R= sq.ft. b.Single assembly(Insulation R-value) 10b, R=�(pQ 1L _sq,ft. 11. Cooling system* 11 T Type: (Types:central,room unit,package terminal A.C.,gas,existing,none) SEER/EER; 12. Heating system* 12. Type; (Types:heat pump,eiec.strip,natural gas,LP-gas,gas h.p.,room or PTAC, HSPF/COP/AFUE: existing,none) 13. Air distribution system* a.Backflow,damper or single package systems*(Yes/No) 13a, b.Ducts on marriage walls adequately sealed*(Yes/No) 13b. 14. Hot water system: 14. Type:E;u 1,46- (Types:elec.,natural gas,other,existing,none) EF: J 'Pertains to manufactured homes with site-installed components. I hereby certify that the plans and specifications coveredpy the calculation are in compliance with Review of plans and specifications covered by this calculation indicates compliance with the Florida the Florida Energy Code. G'1'Q Vtru)` FG-t!a S Energy Code.Betore construction is completed,this building will be inspected for compliance in PREPARED 8Y: - DATE: accordance with Section 553.908,F.S. 1 BUILDING OFFICIALI hereby certify that this building is compliance with the Florida Energy Code: OWNER AGENT: DATE: DATE: FLORIDA BUILDING CODE-BUILDING 13-D.33R FORM 60OA-2004R EnergyGauge®4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Ronald D. Gray Addition Builder: Ronald D. Gray Address: 1546 Linkside Drive Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Ronald D. Gray Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 18.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ ! SEER: 13.00 4. Number of Bedrooms I _ b. N/A _ 5. Is this a worst case? No _ 6. Conditioned floor area(ft2) 800 W _ c. N/A 7. Glass type I and area:(Label reqd.by 13-104.4.5 if not default) a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default) 57.0 ft2 _ a. Electric Heat Pump Cap: 18.0 kBtu/hr _ b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b. (Clear) 57.0 112 _ b. N/A 8. Floor types a. N/A _ c. N/A _ b. N/A _ c. N/A _ 14. Hot water systems 9. Wall types a. N/A _ a. Frame,Wood,Exterior R=11.0, 1213.0 ft2 b. N/A _ b.N/A c. N/A _ d. N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,800.0 ft2 15. HVAC credits b.Under Attic R=19.0, 109.0 112 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0,90.0 ft MZ-C-Multizone cooling, b. N/A _ MZ-H-Multizone heating) SII Glass/Floor Area: 0.07 Total as-built points: 7308 PASS Total base points: 9387 I hereby certify that the plans and specifications covered by Review of the plans and Z8E sT this calcu ation are in compliance with the Florida Energy specifications covered by this o� = AT�o Code. V-k.t,rrl l Ell:,► calculation indicates compliance PREPARED BY: with the Florida Energy Code. 1- ,,,,, „gyp Aw M O t� Before construction is completed DATE: l 1 1 01 this building will be inspected for 0 �1 i a I hereby certify that this building, as designed, is in compliance compliance with Section 553.908 *1 with the Florida Energy Code. Florida Statutes. COD WE �� OWNER/AGENT: BUILDING OFFICIAL: DATE• DATE: 1 Predominant glass type. For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.5) FORM 60OA-2004R EnergyGauge®4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1546 Linkside Drive,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 800.0 18.59 2677.0 1.13ouble,Clear NE 1.3 8.0 36.0 29.56 0.98 1037.0 2.Double,Clear N 1.3 3.0 6.0 19.20 0.86 98.0 3.Double,Clear W 1.3 3.0 3.0 38.52 0.78 89.0 4.Double, Clear S 1.3 3.0 12.0 35.87 0.70 301.0 As-Built Total: 57.0 1525.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1. Frame,Wood, Exterior 11.0 1213.0 1.70 2062.1 Exterior 1213.0 1.70 2062.1 Base Total: 1213.0 2062.1 As-Built Total: 1213.0 2062.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As-Built Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 800.0 1.73 1384.0 1. Under Attic 30.0 800.0 1.73 X 1.00 1384.0 2. Under Attic 19.0 109.0 2.34 X 1.00 255.1 Base Total: 800.0 1384.0 As-Built Total: 909.0 1639.1 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 0.0(p) 0.0 0.0 Raised 0.0 0.00 0.0 Base Total: 0.0 As-Built Total: 0.0 0.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 800.0 10.21 8168.0 800.0 10.21 8168.0 EnergyGauge®DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge®4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1546 Linkside Drive,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT Summer Base Points: 14291.1 Summer As-Built Points: 13394.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 18000btuh,SEER/EFF(13.0)Ducts:Unc(S),Unc(R),Int(AH),R6.0(INS) 13394 1.00 (1.09 x 1.147 x 0.86) 0.260 1.000 3763.9 14291.1- 0.3250 4644.6 13394.2 1.00 1.081 0.260 1.000 3763.9 EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge®4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1546 Linkside Drive,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 800.0 20.17 2904.0 1.Double,Clear NE 1.3 8.0 36.0 23.57 1.00 848.0 2.Double,Clear N 1.3 3.0 6.0 24.58 1.01 148.0 3.Double,Clear W 1.3 3.0 3.0 20.73 1.07 66.0 4.Double,Clear S 1.3 3.0 12.0 13.30 1.48 235.0 As-Built Total: 57.0 1297.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1. Frame,Wood, Exterior 11.0 1213.0 3.70 4488.1 Exterior 1213.0 3.70 4488.1 Base Total: 1213.0 4488.1 As-Built Total: 1213.0 4488.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As-Built Total: 0.0 0.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 800.0 2.05 1640.0 1. Under Attic 30.0 800.0 2.05 X 1.00 1640.0 2. Under Attic 19.0 109.0 2.70 X 1.00 294.3 Base Total: 800.0 1640.0 As-Built Total: 909.0 1934.3 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 0.0(p) 0.0 0.0 Raised 0.0 0.00 0.0 Base Total: 0.0 As-Built Total: 0.0 0.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 800.0 -0.59 -472.0 800.0 -0.59 -472.0 EnergyGauge®DCA Form 60OA-2004R EnergyGauge®/RaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge®4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1546 Linkside Drive,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT Winter Base Points: 8560.1 Winter As-Built Points: 7247.4 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 18000 btuh ,EFF(7.7)Ducts:Unc(S),Unc(R),lnt(AH),R6.0 7247.4 1.000 (1.069 x 1.169 x 0.88)0.443 1.000 3543.6 8560.1 0.5540 4742.3 7247.4 1.00 1.104 0.443 1.000 3543.6 EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge®4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1546 Linkside Drive, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 1 2635.00 0.0 1 1.00 2635.00 1.00 2635.0 As-Built Total: 0.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 4645 4742 0 9387 1 3764 3544 0 7308 PASS y0j ZHB STgl�o� EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FIaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge®4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1546 Linkside Drive,Atlantic Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft._window area; .5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations; between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. - Ceilings 606.1.ABC.1.2.3 Between walls&ceilings; penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is �`— installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from v, conditioned space,tested. _- - Multi-story_Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. `--" Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS_ SECTION REQUIREMENTS _ _ -_ _ CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or clearly marked cir 1 breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal }efficiency of 78%. - - Shower heads 612.1_ Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. -- - Air Distribution Systems 610.1 All ducts,fittings, mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. �- Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. �-- Insulation 604.1,602.1 I Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGauge TM DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 89.1 The higher the score,the more efficient the home. Ronald D. Gray, 1546 Linkside Drive, Atlantic Beach, FI, 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 18.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 13.00 _ 4. Number of Bedrooms 1 _ b.N/A _ 5. Is this a worst case? No _ 6. Conditioned floor area(ft') 800 ft' _ c. N/A _ 7. Glass type I and area:(Label reqd.by 13-104.4.5 if not default) a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default) 57.0 ft' _ a. Electric Heat Pump Cap: 18.0 kBtu/hr _ b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b. (Clear) 57.0 ftz _ b. N/A 8. Floor types a. N/A _ c. N/A b. N/A _ c. N/A _ 14. Hot water systems 9. Wall types a. N/A _ a. Frame,Wood,Exterior R-11.0,1213.0 ft? b. N/A b. N/A c. N/A d. N/A c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0,800.0 f12 _ 15. HVAC credits _ b. Under Attic R=19.0, 109.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0,90.0 ft _ MZ-C-Multizone cooling, b. N/A _ MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building ZIiE ST Construction through the above energy saving features which will be installed(or exceeded) ..yyob = A��o in this home before final inspection.Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: t Address of New Home: City/FL Zip: j�C0 wg *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar' designation), your home may qualify for energy efficiency mortgage(EEM) incentives f you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. 1 Predominant glass type.For actual glass type and areas see Summer&Winter Glass output onages 2&4. $nergyGauge©(Version:FLRCMB v4.5) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House Energy Design Systems Job: 1117107 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesignsystems@gmail.com Project • • For: Ronald D. Gray 1546 Linkside Drive, Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 11395 Btuh Structure 10590 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 11395 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 10272 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 460 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 2430 Btuh Area(ft2) 800 800 Total latent equip. load 2890 Btuh Volume(ft') 6632 6632 Air changes/hour 1.20 0.50 Total equipment load 13162 Btuh Equiv. AVF(cfm) 133 55 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 458 cfm Actual cooling fan 458 cfm Heating air flow factor 0.040 cfm/Btuh Cooling air flow factor 0.043 cfm/Btuh Space thermostat Load sensible heat ratio 79 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right-Suite Residential TM 5.0.66 RSR29784 2007-Jan-17 21:11:34 ACCA C:\Documents and Settings\customer\My Documents\Wrightsoft\Ronald D.Gray Addition,1546 Linkside D Page 1 APPENDIX 13-D FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-04R Residential Limited Applications Prescriptive Method C NORTH 12 3 Small Additions,Renovations&Building Systems manufactured ed h mese and renovations tosingle-andFlorida mudiD ea Energyy eEll lsidences.AlternCode atiivvedmethods are provided for additiothe Ilse of Form ns by us4 for additions e of Form 6008-04 or600 s60OA-04uare �or less,site •insialled components of PROJECT NAME: ` BUILDER: (? IMATE AND ADDRESS: qy L NE:PERMITTING LNE. 3 1 2 OFFICE: ZO OWNER:1p y, k b, r PERMIT NO.: JURISDICTION NO.: SMALL ADDITIONS TO EXISTING RESIDENCES(800 sq are feet or less of conditioned areal.Prescriptive requirements in Tables 60-1,60-2,and 6C-3 apply only to the components of the add t on,not to the existing building.Space heating,cooling,and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction,Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels.RENOVATIONS(Residential I renovated ordreplaced,MANUFACTURED renovations HOMES AND BUILDINGS.Only shemore than 30%of the assessed -install due of ecomiponentsrand features ve requirements are by this forml.BUILDING and 6C-2 SYSTEMS.Comply when completeonly to the components and newsystem iment s installed. Please Print CK 1. Renovation,Addition,New System or Manufactured Home 1. 2. Single-family detached or Multiple-family attached 2. 3. if Multiple-family-No.of units covered by this submission 3. 13 4 Q 4. Conditioned floor area(sq.ft.) 5. . C 5. Predominant save overhang 6. Glass type and area: Single Pane Double Pane a.Clear glass 6a. sq.ft. sq.ft. b.Tint,film or solar screen 6b. sq.tt• sq.tt- 7. Percentage of glass to floor area 7' % S. Floor type and insulation: a.Slab-on-grade(R-value) 8a R= lin.ft. b.Wood,raised(R-value) 8b. R= sq,ft. c.Wood,common(R-value) 8c. R= sq.ft. d.Concrete,raised(R-value) 6d. R= sq.ft. e.Concrete,common(R-value) Be. R= sq.ft. 9. Wall type and insulation: a. Exterior: 1. Masonry(insulation R-value) 9a-1 R= sq.ft. 2. Wood frame(Insulation R-value) 9a-2 R= Iq_ 530 sq.ft. b. Adjacent: 1. Masonry(Insulation R-value) 9b-1 R= sq.ft. 2. Wood frame(insulation R-value) 9b-2 R= sq,ft. c. Marriage Walls of Multiple Units"(Yes/No) 9c 10. Ceiling type and Insulation: a.Under attic(Insulation Fl-value) 100. R= sq.ft. b.Single assembly(Insulation R-value) 10b. R= Q1pQ LL� sq.ft. 11. Cooling system* 11. Type: -IST,ti� (Types:central,room unit,package terminal A.C.,gas,existing,none) SEER/EER: 12. Heating system* 12. Type: _ (Types:heat pump,elec.strip,natural gas,IP-gas,gas h.p.,room or PTAC, HSPF/CAFUE: existing,none) 13. Air distribution system* a.Backflow damper or single package systems*(Yes/No) 13a. b,Ducts on marriage walls adequately sealed*(Yes/No) 13b. 14. Hot water system:- 14. Type:Et,,,•� (Types:elec.,natural gas,other,existing,none) EF: 'Pertains to manufactured homes with site-installed components. I hereby certify that the plans and specifications covered py the calculation are in compliance with Review of plans and specifications covered by this calculation indicates compliance with the Florida the Ronda Energy Code. e�2.YN ' �!t Energy Code.Beforeconstruction is completed,this building will be inspected for compliance in accordance with Section 553.908,F.S. PREPARED BY: _ DATE:f BUILDING OFFICIAL I hereby certify that this building is 9compliance with the Florida Energy Code: OWNER AGENT: DATE: DATE: FLORIDA BUILDING CODE-BUILDING 13-0.33R FORM 60OA-2004R EnergyGauge®4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Ronald D. Gray Addition Builder: Ronald D. Gray Address: 1546 Linkside Drive Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Ronald D. Gray Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 18.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 13.00 4. Number of Bedrooms 1 _ b. N/A _ 5. Is this a worst case? No 6. Conditioned floor area(W) 800 ft2 _ c. N/A _ 7. Glass type and area:(Label reqd.by 13-104.4.5 if not default) _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default) 57.0 ft= _ a. Electric Heat Pump Cap: 18.0 kBtu/hr _ b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b. (Clear) 57.0 ft2 _ b.N/A _ 8. Floor types _ a. N/A _ c. N/A _ b.N/A c. N/A _ 14. Hot water systems 9. Wall types a. N/A _ a. Frame,Wood,Exterior R=11.0,1213.0 W b.N/A _ b.N/A _ c. N/A d. N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,800.0 ft2 15. HVAC credits _ b.Under Attic R=19.0, 109.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0,90.0 ft MZ-C-Multizone cooling, b. N/A _ MZ-H-Multizone heating) Glass/Floor Area: 0.07 Total as-built points: 7308 PASS Total base points: 9387 I hereby certify that the plans and specifications covered by Review of the plans and �TKE S7, this calculation are in compliance with the Florida Energy specifications covered by this o _ a0 Code. Ski.re, I E Il:,s calculation indicates compliance �O ��e•- with the Florida Ener Code. ill PREPARED BY: ��OAA,�,Q (bOt� Energy � u,,, �• �A Before construction is completed DATE: l 11 o�1 this building will be inspected for a I hereby certify that this building, as designed, is in compliance compliance with Section 553.908 u with the Florida Energy Code. Florida Statutes. 1fYCOD `y, OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 1 Predominant glass type.For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.5) Doc # 2007019026, OR BK 13760 Page 533, Number Pages: 1, Filed & Recorded 01/17/2007 at 12:45 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT State of p t ids Tax Folio No. County of ) y Y2 To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. 7 -- Legal Description of property being improved:_q ' $ 1 -1 •a 5--A a F S t L V L l��cS 1�t✓ N 1 o DoT19ci _ Address of property being improved: cJr .. )'" 3 General description of improvements: �C n N d S46 r x a ll�(J 1'ct,3 '-(o ;n cy Address: Owner: Rn �2�. Owner's interest in site of the improvement:1(�r�% Fee Simple Titleholder(if other than owner): ame: tractor: Address: /S L — 3 2 Telephone No.:k LT�/ 33 Ll 5 I Fax No: 6/0L/ Str�ety(ifany) 4/0-y - Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: /ti/©AM Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: 061 Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: 410AJ Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER r Sil Date: 7 wrra R FNMon Before me thiss+y^� day of 3a -,.ry in thh County of Duval,State Of Florida,has personally app Ci rx P 1Aa Mnah 1Z 2007 Notary Public at Large,State of Florida,County of Duval. My commission expires: Personally Known: ✓ V or // Produced Identification: Doc # 2007019026, OR BK 13760 Page 533, Number Pages: 1, Filed & Recorded 01/17/2007 at 12:45 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT { State of_ /"�/O t Tax Folio No. County of !�U l�ct To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. �- Legal Description of property being improved: y 7 - 5E 11 -a 5-al F S 61 V L I N4.6 I C til oa .LoT i (- _ Address of property being improved: AJC' '" 0 &123-3 General description of improvements: �P rr��r.� p� ct In Lo_/Lte Owner: n;n j j D ��fray Address: (S� - 2 2. Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): ame: �, tC tractor:Rowtz, Address: 15- L Telephone No.:CIC)`/ L/ Fax No: CI() Surety(if any) lyoya Address: Amount of Bond S Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: /tilt Aft? Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: AJ 61 Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: .410 Ajo— Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Si t „ Date: /-i a-O 7 Jamo R fNMon Before me this 5 +y day of dd in thS County of Duval,State K myoxrMOSSiont7D102Q7es Of Florida,has personally appeared RrA. 80M Mrah I 2W Notary Public at Large,State of Florida,County of Duval. My commission expires: Personally Known: ✓ or Produced Identification: ti� APPENDIX 13-0 Climate Zones 1,2,3 TABLE BC-1:PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS(880 Sq.Ft.and Less),RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED COMPONENTS OF MANUFACTURED HOMES MINIMUM INSULATION EQUIPMENT MINIMUM INSTALLED COMPONENT INSULATION INSTALLED EFFICIENCY /EFFICIENCY Concrete Block R-7 z Central A/C -Split SEER=13.0' SEER- I 0) Frame,2'x 4' R-11 Frame,2'x 6' R-19 -Single Pkg. SEER=13.0` SEER- H a R-1 1 Room unit or PTAC EER =8.5` EER = 3 Common,Frame Common,Masonry R-3 Under Attic R-30 Heat lc Resistance ANY A N Single Assembly;Enclosed __ 2 Heat pump-Split HSPF=7.7` HSPF= I z Frame R-19 -1 r Single Pkg. HSPF=7.7 HSPF= Metal Pans R-13 Room unit or PTHP COP=2.7' HSPF/COP= 0 Single Assembly;Open R-10 cwi Gas,natural or propane AFUE=.78 AFUE= Common,Frame R-11 Fuel Oil AFUE-.78 AFUE= co Slab-on-grade No Minimum N h Raised Wood R-19 Raised Concrete R-7 w Electric Resistance EF=.92 EF=N A IL Gammon,Frame R-11 =a Gas;natural or LP EF=.59 EF= In unconditioned space R-6 z 3 Fuel Oil EF=.54 EF= 0 In conditioned space No minimum ` TABLE BC-2:PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY See Table 13.607.1.ABC. .2 and 13.608.1.ABC.3.2 Maximum percentage glass to floor area allowed Is selected by type,overhanR length,and solar heat gain coefficient.Maximum%__Installed% GLASS TYPE,OVERHANG,AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double Single Double Single Double Single Double OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC V-87.87 0'-,78 2'-.87 V-78.78 NOT 2'-.78 NOT ALLOWED 3'-.78 0'-.75 V-.75 U-61 ALLOWED 1'-.61 2'•.61 0'-.57 0'-.44 V-.44 0'-.35 Get certified SHGC from the manufacturer or use defaults:Single clear SHGC75,double clear SHGC=.66,and single tint SHGC=.64 TABLE 6C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints&Cracks 606.1 1 To be caulked,gasketed,weather-stripped or otherwise sealed. Exterior Windows&Doors 606.1 Max.0.3 cfm/sq.ft.window area;,5 cfm/sq.h.door area. C.. Sole&Top Plates 606.1 1 Sole plates and penetrations through top plates of exterior walls must be sealed. !rte Recessed Lighting 606.1 Type IC rated with no penetrations(two alternatives allowed). Multistory Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers,except for combustion devices with integral exhaust ductwork. Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air,except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or clearly marked circuit breaker electric or cutoff(gas)must be provided.External or built-in heat trap required for vertical pipe risers. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Noncommercial pools must have a pump timer.Gas spa&pool heaters must have minimum thermal efficiency of 78%. Hot Water Pipes 612.1 Insulation is required for hot water circulating systems(Including heat recovery units). Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. HVAC Duct Construction, 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,Insulated Insulation&Installation and Installed in accordance with the criteria of Section 610.1.Ducts In attics must be insulated to a minimum of R-8. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: 1. On Table 6C-1 indicate the R-value of the insulation being added to each component and the efficiency levels of the equipment being installed.All R-values and efficiencies installed must meet or exceed the minimum values listed.Components and equipment neither being added nor renovated may be left blank. 2. ADDITIONS ONLY.Determine the percentage of new glass to conditioned floor area in the addition as follows,Total the areas of all glass windows,sliding glass doors and glass door panels.Double the area of all nonvertical roof glass and add it to the previous total.When glass in existing exterior walls is being removed or enclosed by the addition,an amount equal to the total area of this glass may be subtracted from the total glass area.Divide the adjusted glass area total by the conditioned floor area of the addition.Multiply by 100 to get the pecent.Find the largest glass percentage under which your calculated percentage falls on Table 6C-2.Prescriptives are given by the type of glass(single or double pane)and the overhang(OH)paired with a solar heat gain coefficient(SHGC).Fora given glass type and overhang,the minimum solar heat gain coefficient allowed is specified.Actual glass windows and doors previously in the exterior walls of the house and being reinstalled in the addition do not have to comply with the overhang and solar heat gain coefficient requirements on Table 6C-2.All new glass in the addition must meet the requirement for one of the options In the glass pen anlage category you indicated,The overhang(OH)distance is measured perpendicularly from the face of the glass to a point directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY.Replacement glass needs to meet the following requirements.Any glass type and solar heat gain coefficient may be used for glass areas which are under at least a 2-foot overhang and whose lowest edge does not extend further than 8 feet from the overhang.Glass areas being renovated that do not meet this criteria must be either single-pane tinted,double-pane clear or double-pane tinted. 4. BUILDING SYSTEMS.Comply when new system is installed for system installed. 5. Complete the information requested on the top half of page 1. 6 Read'Minimum Requirements for Small Additions and Renovations;Table 6C-3,and check all applicable items. T Read,sign and date the'Owner/Agent certification statement on page 1. 13-D.34R FLORIDA BUILDING CODE-BUILDING 4I� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027731 Date 2/20/04 Property Address . . . . . . 1546 LINKSIDE DR Tenant nbr, name . . . . . . POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 16000 Owner Contractor ------------------------ - ---------------------- GRAY, RONALD OWNER ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . 110 . 00 Plan Check Fee 55. 00 Issue Date . . . . Valuation . . . . 16000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 110 . 00 110 . 00 . 00 . 00 Plan Check Total 55 . 00 55 . 00 . 00 . 00 Grand Total 165 . 00 165 . 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. ;f BUILDING OFFICIAL CITY OF ATLANTIC BEACH j� BUILDING / ZONING DEPARTMENT Higgins S. Doe i r 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # � T3 ) . ) Property Address: ! C--)q (P )-) K Applicant: r)a V. Project: 1 '�,.� y This permit application has been: E Approved R�e �ndo7l�g items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: 21 -elc- '4 Vf r a e CITY OF ATLANTIC BEACH POOL PERMIT APPLICATION Date: Job Address: 15-,,1 /+J � ` j 1 ' Owner of Property: i� d _�,. f � Telephone: T Pool Contractor: Contractor's Address: Cc Telephone: 3 D —�y o1-' Fax: State License Number: Valuation of proposed construction: : 7�_ .; Gallons: SITE PLAN front rear Signature of Ownefi _. Signature of Contracto . 800 Seminole Road . Atlantic Beach,Florida 32233-5445 Phone: (9.04)247-5800• Fax: (904)247-5845• http://www.ei.atlantic-beach.fl.us Revised 1/14/03 S� rc ¢1 . ' CITY OF ATLANTIC BEACH v ,• OWNEWBUILDER AFFIDAVIT Date: C2 g=d 4 Job Address: CHAPTER 489,FLORIDA STATUTES,PART I "CONSTRUCTION CONTRACTING"REQUIRES OWNERIBUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF YOU MAY BUILD OR IMPROVE A ONE— OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER $2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS'WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. OP R OWNE UILDER SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY OF FRA 20 1� '• JENNIFER SCHWETER =_ MY COMMISSION#DD 121301 EXPIRES:May 27,2006 N T Y PUBLI �" Bonded Theo Nota PvbkUr i"rams OMMISSION EXPIRES: NO ' �( I ; City of Atlantic Beach OMER RECEIPT Open: DS1ITH Type: M Drawer: 1 Date: 2/20/84 01 Receipt no: 35536 Description Quantity Aeount 2*4 27731 BP BUILDING PERNITS 0 1165.88 Tender detail CK CHECKS 651 !155.88 Total tendered $165.08 Total paysent $165.08 Trans date: 2/20/04 Tine: 16:36:23 a i t polariS .- t 315 00 Vq r7 Z 5h 40 PVC t!5 a �j?rr LAI!' AI �jf .✓ T T�- f.. r tf �f 49 r� V thy Y . , if S5� fW��a p ? ,�'}�r tvep btf Wf7f vi; ff Rite .1 {�s # p V 1 / 4 {! �; a Its � 4 cf r N . r 01 j J Z I All) 1 .t .0e c K O vlo 4 r 6"x& T�/e ,�/is -.. � � , Rc-1�1,llrl e i 1-;42hl lvi-14�;A 151V Cot, • i � o r T 1r« �/�� 6*/ �.� U 1 s --- T A/l -le c�`r o !2 f 1 3"'fl Tye s 5 tr ` IA` ql Co ye ri`2 r Tye. e s 61 rn ` .d "WIWI �iee 34 4 p pp1 � 'ardp►r�$ng me C,o \\ pp`4 gp V eOt ,13&&vv%q the v e d► W i ir+ pts 6 °i A�,pr Main, �'��Z.�•�'�+ ..Dus1 t y�nth ©cnP1010 S gated Gt sc6s M�9g� umas { jt� 5ti �J,f �µ° IV ! �. ` , 1tYP• � � �V✓9. s (R 1 4Eo{,aa G°Hoot S tt2,• U6n�p�Ptin9 piPin9 27 §o'"00 ngth _Oex�R+n1 Pip�n4 � a °i r= atm° h, %the Yan-a". AKaE fan, %* at 1ha e6 by i biOwgic� tiOS N 1060t% pioc Mitt° .DQ • i ba o{ Y1G� dobtl$ flGl- t Y` $at nt N K° 5c,*10 FROM :BANKS SERVEYORS FAX NO. :9046412060 Mar. 27 2002 04:34PM P1 oaa MAP SHOWING SURVEY OF LOT �4g BLOCK '`� A� A5 RECORDED 1N PLAT GOOK -- . PAGE§kM%OFTHE CURRENT rUpLIC RECQRDS OF G COUNTY,FLORIDA .,e¢•Z; E (((��..jjjj��,,,, tae aR%or- cmmu tdU1L R!C!IL Floca e.z V. 81.'4 S O d' tr/ S c�•tae �—_..�^ '� e,Lt.Ftucac e.t•iouun sin �a�►.o sls" 1e11a e6') agews •4uw m .� 0 -ux,� eG� vs/hr' C 00ve r5 AX 0 w PC l uT 1.. 0 Ptd 3'x4,' N M { u coq A 54tc+•t •� 3 eauue 1, Baa t►K LCV1 1}O 4\1e4• Qtl..w. h U.04A 4 1.11oRv [WI 11• • 11 wuh i .I,. ee4u t�lA �iw u�t[ Yy 1asu P\�•": ' tWUoi• e•S 0.7• �4•e' Le COAu�Al4 .ReuW�KA -s .r W RK . 61 . paha j+l. ,La•A +p a^%V maul ARCS tep.o•1'%A iauM�� .t� ZS 0'�• 1•i ... a�snR41.1a �Npa:a+ Z.1fs�• 5. 11'23 05 i§ t►�oR•b'41.x•1 1L. Isvis•1o' ( Powe e1 R•14•96 •y0 Aac• 4f.L.9 ' �euL.r IJ1:N t • ievUO•[f®•• a[¢I.e IF 4t1% K:5%LSE 50' 1LI,t.ml cot w.. e ... �... HOSE: • NOTES: THERE'MAY 9E Abb2120NAL RESTRICTIONS THAT APPLY TRA? ARE NOT SNOW" ON THIS SUMV BUT MAY AR FOUND 1, This Is a boundary survey, IN THE PUBLIC RECORDS.OR FACILITIES OF THIS COUNTY. 2. 'Flood zone Y. as best ascertained,from Flood Insurance Rete Map,community panel no.%ta"'•'c`"cdaled 4•"'a1% mac"SO4%0 RacttL�twt„p y\tRvaY 3. This survey is not a determination of ownership 1A AVLiA t144 4. Business license 06470 5, Bearing data based on wvc-r 1-►ye av t_ery \444 aEtwc. U.01•:45'00-W. 1 HEREBY CERTIFY TO: eouAt.p cwasts'v%"s 10- rsAuts, wtx�a. 3AVitaLes t t.owu A*seL►A4tou - [xawwtC'r �►•r�E•'�.u•atsta-t�r" eevlrl►►+-r t IstcuAaen •T. ►+1st1 aAa,te.A. THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS-AS SST FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT Marvin . Banks TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 61017.6 Cc: CITY OF ATLANTIC BEACH D. ord BUILDING / ZONING DEPARTMENT L. Ioerr s r 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # dLJ "2-1 --7 -3 ) Property Address: 1 � l p �f�n k- -5-t Applicant: / O' y-)O. C11IL44— Project: LJ U\'J P50 This permit application has been: OzApproved El Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: CITY OF ATLANTIC BEACH POOL PERMIT APPLICATION Date: Ll Job Address: Owner of Property: ,,. .. Telephone: Pool Contractor:�; Contractor's Address: )S41 Cc k'. A/ Telephone: Fax: State License Number: Valuation of proposed construction: �o; Gallons: 14 00() SITE PLAN front rear Signature of Ownetz.-- y;,r Signature of Contracto . � 17 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845- http://www.ei.atlantic-beach.fl.us Revised 1/14/03 >• s� N CITY OF ATLANTIC BEACH ORT OWNERIBUILDER AFFIDAVIT Date: c2" g--() y Job Address: `Sy (f L;Aj k 5;,tt O t CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE- OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU, MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. TT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT rT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION- YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK(EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS- SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS'WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEOUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. 1 HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. cl YkoPrRWOWNEFYBUILDER SWORN TO AND SUBSCRIBED BEFORE ME THIS LDAY OF '{i�j 20 I L7: WCOApu WION#DD121301 N T Y PUBLICv, EXPIE�S:&lay 27,2006 OMMISSION EXPIRES: � - mieedTnns rwocundmvA% r NO This apftWM ' , Mt 4ii# t au6Ahrlal�! ..__..�, MAP SHOWING 5u xv n � p�al fW� LOT BLOCK 1001111 sate cele 111-01611111 -0 Ole of no-go Irtua AS RECORDED IAF PLAT gOQI{,AZ.-.PACE .%OFTHE CURRENT PUOLI bulkift Psi.MAW a M...M• COUNTY,FLORIDA IL 710 4av'•T t•oT 1 pale; _ IL.1%-% aC ARtt+C. CU^SW v`+4. R!C!Fii�+SS• e_z ' ea f,.l. p Y45' ocs" W t �!•oo' , Y�vo ata ' wove e.: ..iaawIL. of"wq OA !t'1pit��1 •• 4• t•tN► a tstl � � •3 _ '"ZZxr3 � �v�K rl5/r�fi' ;a r ►..*i�►o acs G•c r S "' / Jr�v.._ I ;y�. j� 11.9 IV, w RC t ' Q a'� � o fed 3,x4. 2L 4 N QIr N � coau►uK a:as i Lor tqe. 9► 154V edw.s it ceOa<u►uw t.� .ai►Lc ,�y ► ►;M8ILS . ♦ Oltti✓!• -r _ 0.7 +' ►'!.�►` e.e tbAvtY4 Y.rim& ._a r W t t.cue• �•,•ti�,j► Q s» ,(11••1,111►► 3 •? � U,p Pt+s•t►�t4'►e O •O A. !"!� !'� '� ... •• �} F A!a Me NY do C'M .1A .e ARc• 100.O'i . iiiat Q"z'Si 41"E 4:ti tta,x.5r• 5.t t"337 0'S►"is C Cpltts 4l.#--I 1G• %ST fa M 00 ptxu•r ar X-!4-t ti .-i O K<t•4•t.►.'► 'rattLll►.�C'd 9100 of N•41►1 NOTE: NOTES- THEME-MAY AE ADDTTXO"AL RESTSICTIONB THATAPPLY SRX? ARE "MSBONN ON THIS SURtlt v BUT MAY on T00"D I. This is a bOurufary sur"y' IN THE PUBLIC RECORDS.OR FACILITIES OP THIS COUNTY. 2. 'Road torte % as bast sscertsined from Flood insurance Rate Urfa¢,conuatinity panel no.t'*►'''-QQ-"adeted ,-vt-sT 3. This survey to not a determination at ownershipa w:w fb t%;eC4c•s►~tao sueva-r 4. Business license 06470 S. Bearing dlih baled on WW9T 1_0111 or LAM t44k MIMI- u.c v 4V acs W. I HEREBY CENTIFY TO: C0144t.r3 ta.c.t�►N Visa c wtr:tsT l l as o. dAv1S• tloAta�, j i►vtlsa�'!� � Low1.► Kis oZ.t K'�►44 •S^r\NKi? TtT1lr"UVAICA, i`f• caw"PaaaY i Rtc►aw+e;n T. MOkr14►RA6,P.K. w Approved 5wlmming Pool, ;spa and 'wading Pool Dual Main Drain Atmootherpic Vent Arrangement Complaint with 424,2.6.6 of the Florida Building Cod i�$" trtlnimum� ,#j tTypJ --- ASME/ANSI A112J9.4M19$7 lifted Grates with matching Main Drain Sumps CTyp, 2 Piacesl -2' -i Aaximuzn distance to lent Toa Connection 1"•0* M —2"xt 1t2"T • ,, J / /7 J Pifr/ry 2" Suction Piping 1 1!2" vont Piping -.a Maximum tindarwatvt 101191h of rent piping 30 feel -o—Yanl to Atmosphere in a manner Thal the rent will not be blocked by Infestation, debris build-up, or mierobioiogicat contamination. Pump-- - iU Label rent:"POOL SAFETY DEVICE 00 NOT HANDLE' No Stale K Z v'c; "t' ;,fx ;':;'. 14 "161, 49 ' . /i ail Sept f2 n !,days TYP } M'yY'T, u� �Ki""':2...,-. C..`t�'`rl'' ix`t' �i✓!/""��`' � Or T la r x'1.90 r� .o�'+�5?l:�r^Pt �,.._,,.,._....�...�y cls. ',�j v} _ 1J All 1--lec74,- Gar" to Mleef !IleC 680.? > co 7+ N5,o'" i Z/Jof ,IR196F 70 HIP _qpm J� svj,�Y of keed Z We?rd OEpf vAtk 7 U,3 65)YW#,r $Ait"ria do- 4 S' e S r 4 SrO-Ri08 0 70/70 7,3-1 WPP 7 A-12Y ke4,-&f He ?tar VP,-uz z i jop /,?0V Li ce h'' 470-Oe 8/0 we r L i 7 � f ora. r, O Atr Utast j f . 9 . 4 V woAe ° All /:�pe s yr%�� Sc/7 40 PI/C NS!- -pw All w riclo w, (�e.Ivw 46 I,-Orr /�f�,�r �.w' fi',^ors 4red : 315 - 3£ 5,4,,,// be (Io/vn'1e 12, L9CA /�/arm To Meed F8C ¢44. 2, l7. /.,q turnover: Z.5'1 fol -roar FROM :BANKS SERVEYORS FAX NO. :9046412060 Mar. 27 2002 04:34PM N1 0.13 MAP SHOWING SURVEY OF LUT t q 0. HLocx � AS RMORDED 1N PLAT BOOK�- PAGE b,� B'-BS- OF THE CURKENT TUaL1C RECORD5 OF r COUNTY,FLORIDA Pi _ SYZ, t't , T•3•9t, R•ttq•8 pl^R{v.. cm^sw tftGK eoCta.DUCG 04"4S' 00" W . c- Co. e.t ' K V T�• ALL eeuco< 'Fla s.t• - fsuuo sl!" wean �faAR• ' atOw,R 0.7 tty�lc��l w y. yj,�q ♦1,sl�t m y .. y � 0 a.S Z�.a•,• I �w FSC Tt.i )%?d 3x4•' {7 0 N r C r an 14 M ptl tSq�� v az tots.. t, 00 3 Lart 1`.1.0 +r +as t >t \ titi o+tH W.IOLA 4 S on,.t,,j" ce4utuw p[1u tt• saa.&a 11-s-, Ls .mow p K 'y,.... ' 1.1.x• 11.6 COaI•+�I.t4 S.ot.'4S'ao• G •f 05 t,r W t t.ata• may,/ ; Sat via-twftw •3 Q N QRtva z.5 .►.a.a. a: e•e &Rte t00.4'i'N `. .. ....-. 5.it'330% B t1apRO/4'1.c.1 it. mv6.-to Down to ow tL•t4-te . to Ate• 4t.t.9 `sitwwe®r l.r.tq Ll WK-51CA= Dv-%q1E • l Sa• IM9.104*1 ot: wp.-e \\ NOTE: NOTES: T"ERtt MAX RE ADDITIONAL RtBSTAICTXONS THAT APPLY 1. This In a boundary survoy, THAT ARV NOT SNOW" ON THIS SUAV" BUT MAY Aa roUND 2. Flood zoos x as bast ascertalned.irom Flood Insurance IN THE PUBLIC R£CORns ,oR FACILITIES OP TH18 COUNTY. Rate Map,community panel no,l*-s-o-0—dated 4.1`-61 3. Thle survay is not a detarminailon of ownershl tcacwtcKa a = R:c7e+t"t t.tan suftva•r P M Attu q, 1�qA , 4. Bualnase 110enee 06470 s. Bearing date based on WW WT Lt4e o* Lon tgsk es4ntuc. U.OL.,4S•ao••W. I HEREBY CUTIFY TO: wowkLco a.t \ON {�tiu►Y tst CMR\aT\4tl O. 0soji ., 6it+R+••O. �yMY1N4 %—#— ossoL%&'7+01.1 s-laNA761 . Tc•r�i► r,.u•rtcs4.►•r+t" tstnnsw••t ata\.►^,1Rcs �. 1+►e},R amp,V.A. Ci}� of At1a►ntir Brach +�+F gBiTB1ER RECEIPT +�+F In" iun �ity Amort !P BU LDIMB PUMITS fIS,N TWA" detail CWWwo tnd@?w 18131 P 5.0 Tit LO TOW pay"d $75.0 Tun dater 2125/84 Tier: 120743 °♦(\ CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 ,. INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027778 Date 2/25/04 Property Address . . . . . . 1546 LINKSIDE DR Tenant nbr, name . . . . . . WIRE FOR POOL Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ GRAY, RONALD BROOKS & LIMBAUGH ELECTRIC 41 2ND STREET WEST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-9051 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 75 . 00 Plan Check Fee . 00 Issue Date . . . . valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 .00 . 00 Plan Check Total . 00 .00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: Property Address: Owner: % 6 Telephone#: f Contractor: d � t, tlC L `/2s Telephone#: Contractor Address: 71Vf 8c-�'2- Fax In consideration of permit given for doing the work as descri in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: B (ding Type: C) Trailer Service: If other construction is (3 New I` Residence ❑ Temp. ❑ New being done on this building Or site,list the building ❑ Old ❑ Commercial ❑ Signs ❑ Increase Permit number: ❑ Re-wire O Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS " " PH ! W T VOLT � WAYSe Feeders: NOJ SIZE �1(J NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 0 30 AMPS I 100 AWS Switches Incandescent Fluorescent & M.V. Fixed 1 0.IGo AMPS OVER BELL Appliances I TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. 1VOLTAGE PH NO. OVER 1 H.P. PHS UND R600V VER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea._Sign Miscellaneous �/ � 800 SemonMe Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Irk MOM OF ADDITIONS or • • • NOT REMOVE JOB ADDRESS DATE �/'V G<S l D c THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted /UA/le-(W� 0;:';�/7 d .00 _fix Y'C-U do V /"Z us r 6 ',o. C, >1/ssrAll � It is unlawful for any carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has hod ample time to approve the installation. After additions or corrections have been made, call --- Building Department for an inspection. Field Inspectors are in the office from to Monday through Friday. PLUMBING ELEC BLDG BA PRESS HARD-USE BALL POINT PEN 3 r "r- �� . C-I ' - g ' o . . pg? � 7V-4 ` 3 �« r 10 ƒ$%� o (P o 2 w_ % CD n t . % r % t � . \ %\ . a\ + � CITY OF AW4.tze Ve4d - 174144 - -^ 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247--5800 AK FAX(904)247.5805 NOTICE TO: Water Department FROM: Building Department DATE: 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 ,Ierel , Building Department //��//'-� �#,- /CITY OF /�``___ , g / !^IdLG#L� B a A;& Office of Building Official REQUEST FOR INSPECTION r Q 3 Date f— ! ermit No. Time Z} A.M. 1 Received P.M. I F Job Addr G` Locality Owner's Name Contractor BUILDING 'CO _BETE--moo- ELECTRICAL PLUMBING MECHANICAL Framing o mg Rough Wiring a Rough G Air Cond. & Re Roofing E Slab �°-= Temp Pole ❑ Top Out Heating Insulation Lintel = Final C Sewer C Fire Place Pre Fab READY FOR INSPECTION "�. A.M. Mon. Tues, Wed, hurs. Friday__ P.M. I- � r Inspection Made _ {�P L F,4 S Inspector_ �" Wirral Inspection C' Certificate of Occupancy Date _ TRANSMITTAL DOCITMECTI' FOR JEA U`A`I'l:: 8-., The following permits have passed "rough" inspection: Permit No. Address w '71,&3 l:n �c Qd:xa:re�x�axrx 2�rxex�x �x cxtx}xex r�aa �. Pleaso update your records accordingly. `Alank ,-,62 BUILDING CLERK CITY OF ATLANTIC BEACH !vcb 7223 DEPARTMENT OF BUtt.Q1NG !CITY OF ATLANTIC BEACH- PERMIT, ACH-PERMIT INFORMATI04j,:3-- ._.._.._- LOCATION INFORMATION Permit Number<' ''// Address: 15,46 LINK IDE `DRIVE 1 F+ i,t MECIIAiIAL A`T`L:ANI'IC BEACH, FLORIDA 32 arC: NEW: �� __ �. .»_' LEGAL DESCRIPTION ,--___ -_.._ onttr. T Ype WOOD) FRAMElot . Hlock: Sectir n: , �. a :U,4 SINGLE IAMILY Township:, RI C3: t ? 1l ng 1 Cade: D ubdi�riSio SELVA LINKSIDE EIsIKimattd V&j e: $0 .00 Improv. Cost : $0.00 i Tot'aI F $47 .00 I �1�ts� S47 .0ro RESIDENCE I e TION � : �.. APPLICATION FEES _ .,. .� Na .x ATL. _ 4 PERMIT $47 .40 d�3re : E DRIVE �WAE PACT! EE FLORIDA 'Ph 1 RADON OAS-H.R,5 $4 .00 C A L3RMAT I ONS __--_-- RAt�QN CAS �- � $0 .00 N am6., DA EAT & AI R S � . mw.� _. WATER _TAP �z r �°w�"" 9= E� _I 6AD SEWER TAP _ $0 .00 . JACRSt7 LE r FL 322,57 HYbRAULIC SHARE $0400 41 icb 0 ` , 2 Type: O CAPITAL IMPROVE. ., SZC.H IMPACT FEE IJ ,00 r q OTHER { NOTES t Y NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUSBISH'ANDt D,ESRIS FROM THIS WORK MUST NOT SE PLACED IN PUBLIC SPACE,AND MUST BE CIEAREt3 UP AND HAULED AWAY BY El TtIER CONTRALTO{ OR OWNER T PLY WITH THE MCHAN1CS' L.tEN LA►W'CAN RE UL.T IN FAILURE O COQ SRO ', TWICE FOR BUILDINGIMPROVEMENTS. " i$StJ A ACOORDINQ.TO APPROVED PLANS,WHICH' ARE PART OF THIS'PERMIT AND SU T fi0 'R OR I#3LATI004OF APPUGASLE PROVISIONS OF LAW. 447.0 ' . ; I IIa:C Ylrt I1tI 111 : !on" aLANTIC A BUILDINGDEPARTMENT, ik CITY OF ATLANTIC BEACH, FLORIDA A pp�rowdbv APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR% DATE:..,_,.. IMPORTANT NOTICE,. r, IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBEn IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF + ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM; MASTER ELECTRICIAN SlobjAnlflf _ r :Z JOUBNEYMAN NAME.. �AODRESSt ,.,,.RFD BOX,,...,..... BLDG.SIZE BETWEENt RES.( '•( 1 COMM.( PUBLIC I INDUS.( I NEW INS OLd 1 1 AEW.l 1 �;;,• t ADDITION( 1 TRAILER( I TEMP.( I SIGNS ( I SO.FT. SERVICEt NEW(INCREASE( 1 REPAIR ( I ' FEE CONDUCTOR SIZE AMP8 COPPER ALUM. �`�-• C OR 181EANER AMPS PH W _ 4�)YO EXIST.SERV.$126 AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALEDOPEN TOTAL 0.80 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT ' + FLUORESCENT Sl M.V. ' ii FIXED 0.100 AMPS. OV[R APPLIANCES BELL TRANSF. i' AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: WHEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. i II.P. VOLTAGE PHS MISCELLANEOUS BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACM. FLORIDA 33133 APPLICATION FOR MECHANICAL- PERMIT - CALL-IN NUMBER IMPORTANT —q— Applicant to complete all items in sections 1. II. 111, and IV. LOCATION Street Address 54& L ��I"r L��IR/��C/ �/ . --- OF • Intersecting Streets: Between C_)Crn l I"l1C C C1P '� j� And ^` WILDING �'p 1.� �1�,�t I'-q Ill. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the abcve statement we hereby agree to pe•fc••n said wo•, with the attached plans and specifications which am a part hereof and in accordance witn the City of Jackson-l'e ordima�ces a s•e-=e•cs of good practice listed therein. Narsta of hAechen al 1A I i � Master Contractor Ihint i� Hal, aky l� Clash► acmof "� 3 he►erly Owner S+ge.::. of Owner �'�` Signature of or Artlorised Agent / Archifecf or Engineer Ill. GEN AL INFORMATION A. Type�af hosting ftal: e' IS OTHER CONSTRUCTION SEI N�}0 E ON pfc THIS BUILDING OR SITE? LN_� < ❑ Cm-0 V Q Notvrsl (3Central Utility • IF YES, GIVE NUMBER OF(7CONSTRUCTION ❑ 0,1 r PERMIT o&y ❑ Otis" — Sps►ufy IV. IACHANICAL iQUI►AAWT TO M INSTALLED NATURE OF WORK t►rer;do complefe W of compaimab o"back of this torr") Residential or ( 1 Commercial haat O Spew ❑ Recessed 2( Central O flow New Building Air Condrtiosirsg: ❑ Roe" " Central ❑ Existing Building 13, Oat SystwR: Material b1C7&P0 t U Replacement of existing system Meairsssm capacity (l�� a f.rs, 'X New Installation INo system previously Installed) C1 Extension or add-on to existing system ❑ Rofr;geret;ars 0 Other - Specify ❑ Gasbag lour: Capecit>r g Pte• (, ❑ Am vrinkle": Number of — Q Elsrelw ❑ Me"IHt ❑ Ewalsto. (Runtber) THIS VACS FOR OFFICE USE ONLY Q GaeoRss Pur"P@ -(esmber) (RaoeMd) ❑ (RuRSb"I Remarks ❑ Lpre canbi— (Sumba) ❑ Uwfred Preaawe woes ❑ Iwaiem Permit Approved by Dam ❑ Otlw — Spec* ►•n"if Fee t L ffr ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION ]EQUIPMENT caparity wroving Number Valva peeCslptloq Yodel Numbs >t[anutactstrar (;i;;"-) ba'70 -- -T -3u 1 or 2' 2" LLL1C7 U PSA 3844 7108 DEPARTMENT OF BUMOINGt CITY OF ATLANTIC StACH a - PERMIT INFORMATION ------ LOCATIOM' INFORMATION - Permit Number: 7108 Address: 1$46 LINKSIDE DRIVE 1 Permit Types PLUMBING ATLANTIC BEACH, FLORIDA 32233 Mass sof Werk: NEW LZOAL DESCRIPTION - Cb,nst' Type: N/A Lot : 10 Block Section. Pr weed Use: SINGLE FA ILT °TawnithiP RNLI a Over Ming code: 1 Subdivision, ALVA LINKSIDE Estimated value Improv. Ccst.' D +3C? TotAI Fees: $45.50 moezntg liw„ 5Q LIQ 707/93 N"r,rk La' ?I'XTORES IN NEM RESIDENCE 4 ORMAT} N � iP e� —,� . APPO L"AT i ON FZES- ----- tiar►e r n ! W PERI T $45-50 Act �F��,��„ E DRIVE WATER IMPACT FEE $0 .00 � ACR , FLORIDA,g��22 3 IM "AC EEit�� C tl P ryyy g : N INPORMAT ON RADON 0AS- * Name. " N R PLUMEIN' 'NATER TAP $0 .00 Address 402 �� : ANDIN0 BLV4L;11'1511'1,1- MER TAF.. �.m � ��a00"' viAC A.. 3221t3 HI+RAULIC SHARE $0 ,00 License, CPCC?!�, 4 ;Tyt+e: 4 CAPE IMPRC3V>I» $0 ,00 � BEC.11 IMPACT `EE z,r f 3 > t j NOTICE --ALL CONCRE TE,FORMA AND F00TINGB MUS'T�BE 04PECT CI�815f f1IE URING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE SUILDING MATERIAL,RUSSISH AND DESRIS FROM THIS WORK MUST NOT.BE PLACED IN PUBLIC.SPACE,AND MUST BE CLEARED UP AND HAULED AWAY'SY EITHER G©NTRACTOR OR OWNER e } I~AILURL= TO COMPLY WITHi THE MECHANIC$' LIEN LAW CAN RESULTIN THE PROPERTY E?VVNER SAYING TWICE Ft?R 801- NG MPR©VEMENTS." ACC-ORDINQ TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUB,I TOR f , ` IR N ISP APPLICABLE PROVISIONS OF LAW. MOM I IC Ira ACKSOILDI.NG DEPARTMENT 1 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION:1__ PLUMBING CONTRACTOR:_ _/_ _ __ _=________ LICENSE NUMBERS:________ -L 1,� - - -D OWNER -_____ _� ---=-----------�_------------------- ----- - --- - BUILDING CONTRACTOR:___ _ TYPE OF BUILDING: ------- --------------------------- SINKS ___-_ _SHOWERS 7 LAVATORY ----------WATER HEATERS T-BATH TUBS ____/_ __DISHWASHERS _ URINALS _____/ __DISPOSALS /----CLOSETS ---------- FLOOR MACHINE FLOOR DRAINS ----------OTHER 12 TOTAL FIXTURE COUNT ! `. t2 - --------------------------- --- -------------------- INSTALLATION OF PLUMBING AND FIXTURES 'MUST BE 'IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE.,!., CITY OF �L�� h7GSKiIp-�d+0► Office of Building Official REQUEST FOR INSPECTION - > Gate 93Permit No, Time r Received ` Job ss Loca'y Owner's (D Name Contra BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring Air C. & Re Rooting Slab Temp Pole Top Out E, Heating Insulation E Lintel Final Sewer _. Fire Place Pre Fab READY FOR INSPECTION M. Mon. Tues. 'Ned. Thur Friday P A.M. Inspection Made w _ RM. _. Final Inspection inspector Certificate of Occupancy Date __ J4 7061 DEPARTMENT Qin BUILDING CITY OF ATLANTIC EEACH ` F k ' ORRUI'T INFORNATIIS I INV ORMATi'{✓N ........-....«..,... ,-Permit 70611 , 1 Addrosss, 1546 LINXSIDR DRIVE I?ormit "Type: BUILDI'NO ATLANTgIC BEACH, FLORIDA 32233 w}1BL�1 # hof, . Ct•� �q/ Lot.,:y�.j .» ..(.y.« . +{EN 1�a8�+I,�ylfL V�iSC.rR'IP"�Section ION -.+�-1....:.--- CEltlrL ii!^ V�VO .C: r " r' A!'4J4 R i. -* f7 .v VY ifM e... ` M:I G�i+ r`air Tbwllieh'f.P RNat 0 Daae :li>1# ;Ct`>131 Sub'di` iiif3 .`S�4`L"�A LINIS€IDR *2 IMp ov. Cost: $0.pt Total $25,95.23 -60%, ONP110 AIM Afp TION ' ...:r w. P, XkI $497`,00 Aee: IDB DRIVErs . A'TIACT FRE AD ma�yy. I , T'L4P.I U FEE �t��^'' , . �y RArDfON CTAS-*(.jt,. $7'. 41 rs . FORMA �ia�m+ ". 'fi 'RAL RS ► `R u e_.. WATER, ' ' ,_ �..� —10.,00 pT m. _W. DR ACI SLE L, 3 2 21 R RAU"I I C SN00 PI i Oe �. 3 34 "T er 4 1 `AhIMpRCV�S, ".00 '�i'�S 'A,r wPwAd N'W df.a ro•. sue.uam.+rswv �ww.wra5fr+ "ex,.,.o-ww.re..arm,•.,.b .u? "$v'- ., J 04 IMPACT, FEE X 40 TiCrE"--ALL C�9NGlifETE FORMS i#ND FOOTINGS MOST .iNSPE"CTED BEFORE POURING PERMIT VOID SIX,MONTHS AFTER DATE©F ISSUE ( i 6010tNC MATERIAL,RUBBISH A;ND,DEBRIS FROM THIS WORK MUST NOT BE 'LACED IN PUBIIC.SPi4CE,AND MUST BE .. CLEAREDuo AND:HAULED AWAY BY EITHERCONTOIACTOR OR OWNER �AILUl E TQ CC MPLY WITH THS M CH.AAI S' LL, N L 1W CAM' RESULT IN T "'! E, 1 T OWN R.0AY1'�a �#C� �� .1�"��L�G��r�T�:� �p ISSUED ACCORDING,TO APPR OVVb PLANS WHICH ARE PART OF THIS PERMIT ANO S#JBJ Ff3 FIEV 1 .`' ilt4.AT1QI+1 A# P1.ICABt,E PRCJViI#315 air LAiMr s _ t TIII� CIF '*out I ' 1 LANfiIC @EACH kllLOING DEPA iTMEI�IT By: At CITY OF ATLANTIC BEACH i3tdILDING PBRHIT CALCULATION SHEET' 11 _S ( -. Date Heated Square Footage @ $ per sq ft = S -'0 0, Garage/,Shed @ $ /x'00 per sq ft = S 7 o Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio SO @ $ © per sq ft = $ 320 • *� TOTAL VALUATION: $ 51 C -5 L9 Sy .2 6 p . $ b o.-.,, Total Valuation 1st $ Lclood Remaining Value Sl/. per thousand or portion thereof +� TOTAL BUILDING FEE $ + 1/2 Falling Fee . $ (1 ) Fireplaces @ $15 .00 $ /s Q BUILDING PERMIT FEE $ BUILDING PERMIT $� 4-/9 .7' vv WATER CONNECTION $ � SEWER CONNECTION $ 1.2D.._._ WATER METER/TAP S-Ma CAPITAL IMPROVEMENT $____ ._I-S% 0 O 0- � (��y ) RADON (HRS) .0095 $ RADON (CAB) .0005 $....___ E±-2 SECTION H PAVING HYDRAULIC SHARES OTHER $ -2595 -D3 GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical_; Plunbing_ Electric/New� Electric/Temp ;SwimmingPool Septic Tank__. Well.____; Signer Finish Floor Elevation 13 urVeY__..--____.___.._; Other T.__.______._.,_ I'r,LCUL7jTI(,'N:", andjor__NO`I"ES :_...�.._______.�—_ _.__.._____.______.__.____. .�._._�. i ?ROAERTY DESCRIPTION CITY OF � aKtc'c t�tat! - �lcscda (� 7I6OCEAN Bn ULEVARD .ot •_��_,__Blook I�Z__-Section /_-____ 1.0.BOX 26 ATL y� 1 ll1_ 7 1993 ANTIC BEACH.FLOAtDA 32233 iubdivialons �e,�Q` �` � �` � � � ^`- TELEPHONE 0+0412494J% ------ ----------------------- and Zoning Building Itreet Name /�" � (� 6 (.moo � • DESCRIPTION OF WORK sr Addreass_-15y____ - ________ ______ K It in a FLOOD HAZARD 'food Zones____!�_____•N-area complete paps 3. Brief Descriptions -------------- Class of Works W (New/Remodel/Addition)______________ :OHING INFORMATION Type of • Constructions -----°------------=�---- :onin Proposed istrtets �' Use Estimated Vilue • :xeeptions or Materialss_w4 0 _ �C�t) ariances Oranteds---------Nom _•.,,-,�-- Solid or --------------------------- Filled Ground s __NRoof OWNER INFORMATION Method of Nesting s e -- Property Owners Cem-ro--, p` �r''�� Phones_ ? g -_N-----N------N----N------------ -- - Mailing C_ Addrese__6J2 Z 0__a�it. -------- - ---------------------- zip I�M'Z Z. 1- -- CONTRACTOR INFORMATION Contractors_ ?_ Q1 Phones Mailing /= (_ Zp-�VA Rk �? -- - --- Addrrees-IIL�7\��.{t �---1 '"''3 Zips e rzc a_ Expiration License Numbers- __ _ - -+ ----------- Dates-------------- I MCREtY CERTIFT THAT I SAYE READ AND CXAMIRCO ISIS APPLICATION AND KNOW TNt SAMt TO Be TRUE , w- AND CORSCCT. ALL PROVISIONS OF TNI! LAYS AND oRDINANCtt DoV[RNIMo THIS TYPE OF WORK WILL •C COMPLIED WITH* YNETNtR SPCCIFItD NCREIM OR MOT. TNI GRANTING OF A PERMIT DOES NOT ►R[5UJRC TO ,{ OIVII AUTHORITY TO VIOLATS OR CA tN[ PROVISIONS OF AMY FEDERAL. STATE OR LOCAL RULCS. _ ir�!_ .♦. REOULATIONI. OIIDIMANCq. OR LAMS A T MANMtR. INCLUDING THE GOVERNING OF CONSTRUCTION OR TN[ r3 �" ►ERFORNAMC[ OF CONSTRUCTION OFT JCCT. I UNDERSTAND THAT Tilt ISSUANCE Or THIS PERMIT I5 v �y!�w;w,• CON INDEX UPON TMt AINIYS IMFOR ATION SEI TRUE AND CORRECT AND THAT THE /LAMS AND Su►PORTIRO . • DATA MAYS S[tN OR SMALL' ON PRO DED A R Into. Owner Signature ----- --- a r'` • .a ' 'N - Date------____-- Contractor Signature_,,---___• �--____-- ___ FLA. Ifo! LAWS RAMCO FORM 466 r��r��e �turue�ta to fullum U mug coi=rn: 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 COMM.E�NC(�EMENT. Description of property..:[.�.� .........♦...1...».•I•....... »:k�:•a d. M...•..�,J 'h'. M..M. ...........................1� .�.. .« . .��. .. ..^._C ordin to lat thereof recorded in plat book, pages�,s�,fg ofthe current public records of Duval County Fla. ................._...... ........ ... ..._......................_............. ........._....__...............M...MM......:.M....».....�».... ............. ............ General description of improvements...............Cor1xt. Residence _..xri.th...ga.xAgA_.on, concreteslabl .._...... �.. _ .w...._._..._ ..............wr MM.MMMM.....MM...MNw..n.M.M.r.r.W..M..MMr.w............wru.ru.....y..... AETURN .TO:MMJIM IiAG, M,.....,.,, 6620 SOUTHPOINTNDRIVE #400 JX.FL. 32216 ...O.. ... M_...._.._........M M......»........._.............».M,.... Owner....._.CENTEX_RFAT,._ESTATZ....CQ ?Q)tA ION..._MM..._........... _.».. _............._. 6620 SOUTHPOINT DRIVE #400 JX. FL. 32216 Address......._...........................M......_...............M....».............._........�......_...... ._..M.:..M FEE SIMPLE Owner's interest in site of the improvement---...�..........�....... -•--�.—�•.• •» Fee Simple Title holder (if other than owner) Name........................................................................»..............._....... _........._»....._.......M..MM.__..M... ._.._..wM.M._....._.__.. Address....__................ . ............»........._..................»..........wM_........_........_.�..... .MMM.. _._....M.__......._.M.........._. _...MM... Contractor...._..SAME,AS OWNER..»..»............. _.. _..»....._..... _. M..."»........._.M.._.� ........_.._. _.»_.»M,... Address......_..................................._................................................................ _...M.._ M,._..w_._....... ._M... M M Surety (if any)..........._.......................................................... __. ....__ ._...w_.. .w_ ............._......_.._..M_M__ ......._...M Address........_...... ......_..._..._._......»...»._..._....._........M.......»._M Name of person within the State of Florida designated by owner upon whom notkts or other documents may be served: Nam* _ARTHUR DAY M�µ� • .w.NM..MM.M4..�..M.FMI..MM_hM.........u..M....w.w..r.MM..� Addresl:._. _ 6620M Southpoint Dr Dr S Suite 400 Jacksonville,, F1 Y32216 ♦ M_MMM♦...♦NN.♦M•MN. 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..._.........................................M._...._.._..__._._....»... . ...___......__.♦.M. M.M_.».._ ..._»._M....M.._.._._._M.M Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Component Prescriptive Method A NORTH PROJECT NAME: Lot 149 Selva Linksi ; BUILDER: Centex AND ADDRESS: 1546 Linkside Dr ; PERMITTING ; CLIMATE Atlantic Beach , Fla ;OFFICE: Atlantic Bea ; ZONE: 11 _; 2 ; _1 31K 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 . S . Conditioned floor area ( sq .ft . ) 5 . 1647 .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 161 .40sgft 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 , 167 .00 ft 1O .Net Wall type area and insulation : a . Exterior : 2 . Wood frame ( Insulation R-value ) 10a-2 R=11 .00 , 986 .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 , 1647 .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 .93 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-Whole house fan , RB-Attic radiant barrier , MZ-Multizone ) 19.EPI ( must not exceed 100 points ) 19 . 93 .49 a . Total As_Built points 19a . 27791 .61 b . Total Base points 19b . 29725 .75 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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 " Z-�- ; 553 .908 F .S . i I hereby certify that this building is in compliance with the Florida Energy Code . OWNER/AGENT : ; BUILDING OFFICIAL: DATE: -Z-- ; DATE: ENERGY t;:UTDF_ For detailed idormation of the FPI rating number or for any ITEM listed , ask your Builder for- EPI= 93 .5 DCA Form 60OA-93 or Form 60OB---93 O 10 20 30 40 SO 60 70 80 90 100 __________.__.___.______._.___________--_.__}r_.__ 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 DEL TINT WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear -------------x------- INSULATION . . . . . . . . . . . . ..._...___INSULATION . . . . . . . . .. . . . R--10 P--30 Ceiling R-Value . . . . . . . . . 30 .0 -------------------- R-•0 R--7 Wall R--Value . . . . . . . . . 11 .0 _ _ .__._________-_y R--O R--19 Floor R-Value . . . . . . . . . 0 .0 y--._---------------.--_.________. � 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 {__ __________ . ----- 0 .78 AFUE 0 .90 GasAFUE . . . . . . . . . . . . 0 .00 .______._.__-___.______-___ WATER HEATER . . . . . . . . . . . . . . . . 0 .68 0 .96 Electric EF . . . . . . . . . . . . . . 0 .93 : ------------Xw.._.___..r_._. 0 .5^1 0 .90 Gas EF . . . . . . . . . . . . . . 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 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Component Prescriptive Method A NORTH PROJECT NAME : Lot 149 Selva Linksi ;BUILDER: Centex AND ADDRESS: 1546 Linkside Dr ; PERMITTING ;CLIMATE Atlantic Beach , Fla ; OFFICE: Atlantic Bea ; ZONE: 1 ; _; 2 ; _; 3 , & OWNER: Centex ;PERMIT NO . ;JURISDICTION NO .261100 1 . New construction or addition 1 . New Construction CK 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No . of units 3 . 0 4 . If Multifamily , is this a worst case ( yes/no ) 4 . S . Conditioned floor area ( sq .ft . ) 5 . 1647 .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 . 0 .Osgft 161 .40sgft b . Tint , film or solar screen 8b . O .Osgft O .00sgft 9 . Floor type and insulation: a . Slab on grade ( R-value , perimeter ) 9a .R= 0 .00 , 167 .00 ft 10 .Net Wall type area and insulation : a . Exterior : 2 . Wood frame ( Insulation R-value ) 10a-2 R=11 .00 , 986 .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 , 1647 .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 .93 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-Whole house fan , RB-Attic radiant barrier , MZ-Multizone ) 19.EPI ( must not exceed 100 points ) 19 . 93 .49 a . Total As_Built points 19a . 27791 .61 b . Total Base points 19b . 29725 .75 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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 : -7- Z ; 553 .908 F .S . i I hereby certify that this building is in compliance with the Florida Energy Code . �� OWNER/AGENT : ; BUILDING OFFICIAL: DATE: _--- 'I �- ' ; DATE: Department. of Community Affairs SN: 541.1. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Component Prescriptive Method A NORTH PROJECT NAME = Lot 149 Sel.va Linksi ; BUILDER : Centex AND ADDRESS= 1546 Linkside Dr ; PERMITTING ; CLIMATE Atlantic Beach , Fla ; OFFICE Atlantic Bea ; ZONE : 1i _i 2i3iY 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 . 1647 .00 Predominant ea.ve 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 . 0 .Osgft 161 .40sgft _...... 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 , 167 .00 ft 10 .Net Wall type area and insulation. a . Exterior : 2 . Wood frame ( Insulation Ru-value ) 10a-2 R=11 .00 , 986 .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 .P= 30 .00 , 1647 .00sgft_ _ 12 .Air distribution systems a . Ducts ( Insulation + Locat.ion ) 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 .93 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---Whole house fan , RB--Attic radiant barrier , MZ-Multizone ) 19 .EPI ( must not exceed 100 pointy; ) 19 . 93 .49 a . Total As_Built points 1.9a . 27791 .61 b . Total Base points 19b . 29725 .75 I�Hereby certify that the plans and Review of the plans and specifications:; specifications covered by this ca.lcu-- 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: r"�. - 553 .908 F .S . I hereby certify that this building is in compliance with the Florida Energy Code . ' OWNER/AGENT : L _ _ BUILDING OFFICIAL - DATE, FFICIAL -DATE: __ DATE : SUMMER CALCULATIONS _-= BASE =- ; __ AS-BUILT =- GLASS-_.___________-___ ORIEN AREA x BSPM = POINTS ; TYPE SC ORTEN AREA x SPM x SOF POINTS E 24 .00 65 .8 1579 .2 ; DBL CLR E 24 .0 79 .7 .94 1798 .0 `3 53 .40 65 .8 3513 .7 DBL_ CLR S 15 .0 66 .2 .86 854 .0 DBL CLR S 15 .0 66 .2 .86 854 .0 DBL CLR S 11 .7 66 .2 .86 666 . 1 DBL CLR S 11 .7 66 .2 .86 666 . 1 W 84 .00 6S .8 5527 .2 ; DBL CLR W 18 .0 79 .7 .94 1348 .5 DBL CLR W 18 .0 79 .7 .94 1348 .5 DBL CLR W 12 .0 79 .7 .94 903 .13 DBL CLR W 18 .0 79 .7 .94 1348 .5 DBL CLR W 18 .0 79 .7 .94 1:348 .5 -------------------------------------------------------------------------------- .15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS ADJ GLASS ; GLASS AREA AREA FACTOR POINTS POINTS POINTS -------------------------------------------------------------------------------- . 15 1 ,647 .00 161 .40 1 . 531 10 ,620 . 12 16 ,255 .89 ; 11 , 136 .09 NON GLASS____..___._____ AREA x BSPM = POINTS ; TYPE R--VALUE AREA x SPM = POINTS -- _-.__ WALLS---------------- � Ext. 986 .0 .9 887 .4 Ext Woad Frame 11 .0 986 .0 1 .70 1676 .2 Adj 149 .0 .7 104 .3 ; AN Wood Frame 1.1. .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 1647 .0 .6 988 .2 ; Under Attic: :30 .0 1647 .0 .60 988 .2 FLOORS___..._.____________ Slb 167 .0 --37 .0 -6179 .0 ; Slab-on--Grade .0 167 .0 .41 .20 --6880 .4 INFILTRATION--------- 1647 .0 8 .0 13176 .0 Practice #2 1647 .0 8 .00 13176 .0 TOTAL SUMMER POINTS � M.. ______..,.______.�� '.'��'�� T�' ��`�`��""�-•__.. 25 ,406 .01 ; 20 ,331 .61 TOTAL x SYSTEM COOLING ; TOTAL x CAP x�DUCT x SYSTEM�x CREDIT =COOLING SUM PTS MULT POINTS ; COMPON RATIO MOLT MULT MULT POINTS ------------------------------------------------------------------------------- 25 ,406 .01 .37 9 ,400 .22 ; 20 ,331 .61 1 .00 1 .100 .340 .860 6 ,539 .46 ***********************************************� WINTER CALCULATIONS === BASE === / === AS-BUILT === =============================================================================== GLASS---------------- / ORZEN AREA x BWPM = POINTS ' TYPE SC ORIEN AREA x WPM x WDF = POINTS _______________________________________________________________________________ E 24 .00 -10 .6 -254 .4 ' DBL CLP E 24 '0 -9 '2 .82 -181 .8 S 53 '40 -10 '6 -566 .0 / DBL CLR S 15 .0 -28 '4 '94 -400 .4 / DBL CLR S 15 '0 -28 .4 '94 -400 '4 / DBL CLR S 11 '7 -28 '4 '94 -312 '3 / DBL CLR S 11 '7 -28 '4 .94 -312 '3 W 84 .00 -10 '6 -890 '4 / DBL CLR W 18 '0 -90 '82 -136 '3 / DBL CLR W 18 '0 -9 '2 '82 -1360 | DBL CLR W 12 '0 -9 .2 '84 -92 '4 / DBL CLR W 18 '0 -9 .2 '82 -136 .3 | DBL CLR W 18 '0 -9 '2 .82 -126 '3 _______________________________________________________________________________ 'l5 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS = AD3 GLASS / GLASS AREA AREA FACTOR POINTS POINTS / POINTS _______________________________________________________________________________ 'l5 1 ,647 .00 161 ,40 1 '531 -1 ,710 '84 -2 ,618 '73 | -2 ,24S ' 10 =============================================================================== NON GLASS------------ / / AREA x BWPM = POINTS / TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALL5---------------- / / Ext 986 '0 2 '2 2169 '2 / Ext Wood Frame 11 '0 986 '0 3 '70 3648 '2 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 1647 '0 1 .2 1976 ,4 / Under Attic 30 '0 1647 .0 1 '20 1976 .4 / / FLOORS--------------- / / 5lb 167 '0 8 '9 1486 '3 / Slab-on-Grade 'O 167 ,0 18 .80 3139 '6 / / INFILTRATION--------- / / 1647 .0 7 '4 12187 .8 / Practice #2 1647 .0 7 .40 12187 .8 TOTAL WINTER POINTS / / 16 ,211 .87 / 19 ,635 '90 =============================================================================== TOTAL x SYSTEM = HEATING / TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS / COMPON RATIO MULT MULT MULT POINTS _______________________________________________________________________________ 16 ,211 .B7 .55 8 ,916 ,53 / 19 ,635 '90 1 '00 1 ' 100 '484 1 -000 10 ,454 .1S =============================================================================== WATER HEATING BASE =__ __, AS--BUILT NUM OF x MULT - TOTAL. ; TANK VOLUME EF TANK x MULT x CREDIT TOTAL BEDRMS ; RATIO MULT ---------------------------------------------------------------------------------------------- 3 3803 .0 11 ,409 .00 40 .19:3 1 .000 3599 .3 1 .00 10 ,798 .00 SUMMARY -= BASE = - - AS--BUILT =- COOLING HEATING-; HOT WATER TOTAL ; COOLING; HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS POINTS ------------------------------------------------------ 9400 .2 8916 .5 11409 .0 29 ,725 .75 ; 6539 .5 10454 .2 10798 .0 27 ,791 .61 EPI = 93 .49 I t FLOODP4.AZN DRYBLOPHAXT INFORMATION Type of Development __-1- ll--rM-IN!llN--r-•!-!_--1-•---- Flood Zone RequYred Lowest Floor Blevat4 It building is located within a flood hazard zone, a survei must be made AFTER TUN WAS HAS aN POURED# certifying that the LOWEST FLOOR CLBVATZON to equal to or above the base flood elevation establiobod for that sone. no final inspection will be made and no oertAsieate of occupancy will be Issued until the mwvey Is on Ysle with the Building Department. COMMENTS: Applicant Acknowledgements t understand that the Issuance of this permit Is contingent upon the . above information being correct and thot the plans and am ting data have bee w or shall be provided as required. Z agree to amply with all applicable Provisional of Ordinance " 29-7-1i and all other laws or ordinances affecting the proposed development. G Date_ 3_N,Applioant'• Signature--- --------- - Department Use Required Lowest Floor Blevation _- ----------- As Ruilt Lowest Floor Blevatioa __ .............. Survey Filed with Building Department ... Building Department Representative page 3 N'. RIGHT-J LOAD AND EQUIPMENT SUMMARY 04-27-93 !i For : CENTEX HOMES By: Mandarin Heat & Air Inc . Job #: PLAN 3708 Wthr : Jacksonville_AP FL`fi Zone WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 Deg F Outside db: 94 Deg F Inside db: 68 Deg F Inside db: 78 Deg F Design TDs 36 Deg F Design TD: 16 Deg F Daily Range M Rel . Hum. : 50 % Grains Water 49 gr HEATING SUMMARY SENSIBLE COOLING EQUIP •LOAD SIZING Bldg . Heat Loss 36516 Btuh Structure 26492 Btuh Ventilation Air 0 CFM Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp . Swing 3 .0 Deg F Design Heat Load 36516 Btuh Use Mfg . Data n Rate/Swing Mult . 1 .00 Total Sens Equip Load 26492 Btuh INFILTRATION LATENT COOLING EQUIP LOAD SIZING Const Qual a # Fireplaces 1 Internal Gains 920 Btuh Ventilation 0 Btuh HEATING COOLING Infiltration 2933 Btuh Area ( sq .ft . ) 1647 1647 Tot Latent Equip Load 3853 Btuh volume ( cu .f t . ) 13176 13176 Air Changes/Hour 1 .0 0 .4 Total. Equip Load 30345 Btuh Equivalent CFM 220 Be HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make TRANE Make TRANS Model TWV036B140A Model TWD736B100A Type HEAT PUMP Type HEAT PUMP Efficiency / HSPF 6 .9 COP/EER/SEER 9 :4 Heating Input 36000 Btuh Sensible Cooling 36000 Btuh Heating Output 0 Btuh Latent Cooling 0 Stuh Heating Temp Rise 0 Deg F Total Cooling 36000 Btuh Actual Heating Fan 1417 CFM Actual Cooling Fan 1417 CFM Htg Air Flow Factor 0 .039 CFM/Stuh Clg Air Flow Factor 0 .053 CFM/Btur Space Thermostat Load Sens Heat Ratio 87 MANUAL J: 7th Ed . RIGHT-J : V1 .63 TR K•. RIGHT-J LOAD AND EQUIPMENT SUMMARY 04-27-93 For : CENTEX HOMES By: Mandarin Heat & Air Inc . Job #: PLAN 3708 Wthr Jacksonville_AP FL'" Zone WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 Deg F Outside db: 94 Deg F .Inside db: 68 Deg F Inside db: 78 Deg F Design TD: 36 Deg F Design TD: 16 Deg F Daily Range M Rel . Hum . : 50 % Grains Water 49 gr HEATING SUMMARY SENSIBLE COOLING EQUIP •LOAD SIZING Bldg. Heat Loss 36516 Btuh Structure 26492 Btuh Ventilation Air 0 CFM Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp . Swing 3 .0 Deg F Design Heat Load 36516 Btuh Use Mfg . Data n Rate/Swing Mult . 1 .00 Total Sens Equip Load 26492 Btuh INFILTRATION LATENT COOLING EQUIP LOAD SIZING Const Qual a # Fireplaces 1 Internal Gains 920 Btuh Ventilation 0 Btuh HEATING COOLING Infiltration 2933 Btuh Area ( sq .ft . ) 1647 1647 Tot Latent Equip Load 3853 Btuh Volume ( cu .ft . ) 13176 13176 Air Changes/Hour 1 .0 0 .4 Total Equip Load 30345 Btuh Equivalent CFM 220 88 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make TRANE Make TRANE Model TWV036BI40A Model TWD7368100A Type HEAT PUMP Type HEAT PUMP Efficiency / HSPF . 6.9 COP/EER/SEER 9 .4 Heating Input 36000 Btuh Sensible Cooling 36000 Btuh Heating Output 0 Btuh Latent Cooling 0 Stuh Heating Temp Rise 0 Deg F Total Cooling 36000 Btuh Actual Heating Fan 1417 CFM Actual Cooling Fan 1417 CFM Htg Air Flow Factor 0 .039 CFM/Btuh Clg Air Flow Factor 0 .053 CFM/Btul i Space Thermostat Load Sens Heat Ratio 87 MANUAL J: 7th Ed . RIGHT-J : V1 .63 TR FIBERGLASS SHINGLES ON FELT OVER 1/2" O.S.B. SHEATHING 2" ON PRE-ENGINEERED ROOF 12' VARIES TRUSSES A 24" O.C. VARIES CARDBORD INSULATION BAFFLE R-19 INSULATION U� CUP A EACH TRUSS ALUM. EAVE DRIP /2` CEILING BOARD 10X2" P.T. DOUBLE 2"X4" LPTP FASCIA - TOP PLATE SOFFIT VENT 11f GYP. BOARD 2"X4" 1" X FREEZE APOR BARRIER TYVEK OR BETTER) 2"X4" STUDS A 16" O.C. VERTICL OR HORZ. SIDING BRICK OR STUCCO OVER WALL SHEATHING 1/2"X8" LONG ANCHOR R-11 INSULATION BOLTS A 4 '-O" O.C. 2"X4' P.T. SOLE PLATE SET 4" CONC. SLAB W/ IN CONT BEAD OF SEALANT 6X6 10/10 W.W.M. OVER NISHED FLO WATERPROOF MEMBRANE FINISHED GRADE, Er MIN. COMPACT FILL 12" MIN. 8" CONC. BLOCK 16"X CONC. FTG. 16"X8" CONC. FTG. W/ 2-#4 REINF. BARS W/ 3- J4 REINF. BARS WALE. SECTION, SCALE: 1/20= 1'- 4" CONC. SLAB W/ 6X6 10/10 W.W.M. FINISHED GRADE :i 't„ ,: FINISHED GRADE 6 MIL POLY VAPOR BARRIER OVER CLEAN 2-#4 REINF. BARS 12" COMPACT TERMITE 20" 3- 4 REINF. BARS TREATED FILL MONOLITHIC FOOTER SCALE: llr= V- FIBERGLASS SHINGLES ON FELT OVER 1/2' O.S.B. SHEATHING 12" ON PRE—ENGINEERED ROOF 12" VARIES TRUSSES A 24" O.C. VARIES CARDBORD INSULATION BAFFLE R-19 INSULATION "HU CLIP A EACH TRUSS ALUM. EAVE DRIP /2" CEILING BOARD 1'X2" P.T. DOUBLE 2"X4" LP SOFFITFASCIA TOP PLATE VENT .00 1/2" GYP. BOARD 2'X4' 1" X FREEZE APOR BARRIER TYVEK OR BETTER) 2"X4" STUDS 0 16" O.C. VERTICL OR HORZ. SIDING BRICK OR STUCCO OVER WALL SHEATHING 1/YXS" LONG ANCHOR R-1 i INSULATION BOLTS A 4 '—O" O.C. 2"X4' P.T. SOLE PLATE SET 4' CONC. SLAB W/ IN CONT BEAD OF SEALANT 6X6 10/10 W.W.M. OVER NISHED FLON WATERPROOF MEMBRANE FINISHED GRADE., 8" MIN. COMPACT FILL 12' MIN. 8' CONC. BLOCK 16"X CONC. FTG. 16"X8" CONC. FTG. W/ 2—/4 REINF. BARS W/ 3— 14 REINF. BARS WALL SECTION SCALE: 1 2 = i'- 4' CONC. SLAB W/ sXs 10/10 W.W.M. FINISHED GRADE •" ' ; FINISHED GRADE } :'• �r ` 6 MIL POLY VAPOR '• • BARRIER OVER CLEAN 2-#4 REINF. BARS 12" COMPACT TERMITE 20" 3-14 REINF. BARS TREATED FILL MONOLITHIC FOOTER All: 1/:r= 1'— FIBERGLASS SHINGLES ON FELT OVER 1/2' O.S.B. SHEATHING If ON PRE-ENGINEERED ROOF 1 Y VARIES TRUSSES 0 24' O.C. VARIESt- CARDBORD INSULATION BAFFLE R-19 INSULATION CUP 0 EACH TRUSS ALUM. SAVE DRIP /Y CEIUNG BOARD 1"XY P.T. DOUBLE 2"X4" LPTP FASCIA TOP PLATE SOFFIT VENT 1 Y GYP. BOARD 2"X4' / 1" X FREEZE VAPOR BARRIER TYVEK OR BETTER) YX4" STUDS 0 16' O.C. VERTICL OR HORZ. SIDING BRICK OR STUCCO OVER WALL SHEATHING 1/2"X8" LONG ANCHOR R-11 INSULATION BOLTS 0 4 '-(' O.C. 2"X4" P.T. SOLE PLATE SET 4' CONC. SLAB W/ IN CON'T BEAD OF SEALANT 6X6 10/10 W.W.M. OVER NISHED FLO WATERPROOF MEMBRANE FINISHED GRADE, 8" MIN. COMPACT FILL 120 MIN. 8' CONC. BLOCK 16'X CONC. FTG. 16"X8" CONC. FTG. W/ 2-J4 REINF. BARS W/ 3- J4 REINF. BARS WALL SECTION SCALE: 1/27= 1'- 4" CONC. SLAB W/ 6X6 10/10 W.W.M. FINISHED GRADE aINISHED GRADE 6 MIL POLY VAPORBARRIER OVER CLEAN2-#4 REINF. BARS 12" COMPACT TERMITE 203-J4 REINF. BARS TREATED FILL MONOLITHIC FOOTER SCALE: 1 If= 1'- �•," ,�� I.Do not tut Or gnu thud TRUE TRUSS Virt/pa.x-!%'" HANGER'S hon True Tans: L Tnnsos*9 be bol to 2 X 6-8 t#=Av Mata f lryclut 2 X 18 wa or. .... .. 4 X 18 0:c.. 4 CUSTOMER C, � 106 NkME- 7.0_$ " os Qc o i=RRVQ(--�TkVUS��.i641416G � SHfURTAUT"t.tlt'E ,t.' .t� rr:- #��., al ircullal air LAyw ALL, ARE ovis 1%GllT!E li!$R • < ` Ttx -poor h nti [estsuCilOrS If w iu"s E 0, 5t � a 7-1 rEd(37'0) V-9 J 6(- 'f-1 y x(37'D')Re-rrJ SPED V.15 IF S o •r: � 3E�Cs7'o"; nut. SPG i f')( IEAL 3?'-09) SPEL - i � lea 37=�;'f�•i �r�•� I 7=1 t i�?= N�-s PL i rcpt q'Q lot rao MAW -�° V .. :apt. � ' .. •�. x,:,, -;+ i,i z _ s fir. POW-2 . fY. -� L ij%ti.'-�''r C�.. .�.'.% >>3l� ._ � -.�•' _. _ . '•i:�"�1 ':L_,•"'S ir-ti�„�Y�•��s..••.•t_x'�,•'j•G:�ni'. _..N:�. TRUSS SPECIFICATIONS FOR CENTEX 3708 B &D The numbers listed below are a list of truss specifications for the project named above. These specifications are attached herewith and have been prepared under the responsible charge of the Professional Engineer whose seal is affixed on this index sheet in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23. DRAWING NUMBER DATE 15415 1020 REV 1 5-1-1993 15415 2020 REV 1 5-1-1993 15415 3020 REV 1 5-1-1993 15415 4020 REV 1 5-1-1993 15415 5020 REV 1 5-1-1993 15415 6020 REV 1 5-1-1993 15415 7020 REV 1 5-1-1993 15415 8of20 REV 1 5-1-1993 15415 9020 REV 1 5-1-1993 15415 10020 REV 1 5-1-1993 15415 11020 REV 1 5-1-1993 15415 12020 REV 1 5-1-1993 15415 13of20 REV 1 5-1-1993 15415 14of20 REV 1 5-1-1993 15415 15of20 REV 1 5-1-1993 �� 15415 16020 REV 1 5-1-1993 15415 17020 REV 1 5-1-1993 15415 18020 REV 1 5-1-1993 15415 19020 REV 1 5-1-1993 15415 20020 REV 1 5-1-1993 �� /'• �jP &D '4r RE�©,��+�`' 11 LUMBER SMALL BE OF INC SPECIFIED MINIM'.M GRADES, 5) CONNECTOR PLATES SMALL BE INSTALLED SNW ETPI=ALLN ON 10; ALL TEPISIO04 CHORD MEMBERS ASSUMED TO BE C0NTIt4XY,NSLN 13) NIOICATES LATERAL BRACING MEMBER 1114 NIH,! SPECIES, AND 192 MA$IMJM MDISTJPE"ITENT. OR S'.A-.H THAT THE JOINT. BRACED BN EITHER 3/8' tMINI PLINOOD SHEATHING, 1/2- JAi INSTALLATION AND EPECTIC44 OF THE TPJSS, PERMANENT. MID IS GF nIGnER ALLOWABLE STRESS +ALOES, ALL %LUES USED 6t TOP CNCPO SPLICES APE NOT PECGWENDED TO OCCUR IMIN: DPIKALL ,'1R BRACItW MEMBERS SPACED SO- o C. (MAA(. TEMPCAAPN BPACIH5 SH&JLD BE DONE 1H ACCGRGANCE WITH FOR DESIGN ARE BASED 014 THE LATEST EDITION Of THE HA- GIPECTLN ABOVE A BOTTOM CnOPG SPLICE, UNLESS 140TED OTHERWISE. CURRENT TPI BRACING AIG ERECTION PUBLICATIGNS. iIQUI GESI ut1 STMDA4TO5 WJBL]SHEO B• THE NATIONAL 71 V-2600 APPROVAL NUMBERS: UBC 2342, FNA TCB 2074. SBCC ffi All CGNPPESS7Gt1 CHORD MEMBERS ASSUMED 70 BE cGNIfAxYJSl qSi THIS GESIGH CONFORMS 7G CURRENT TPI OESI GNI SPECIFICA- FOREST PRODUCTS ASSOCIATION. 725t, BOCA FILE 86-125 BRACED 0'1 EITHER 3/8 ' �MIe.) PLINOOO SHEATHING. 2/2- TICNS FOP METAL PLATE CC14WCTED WOOD 7RLSSES AND 2) THIS DE IT IS BASED ON CLAPN CONNECTOR PLATES OtiV. B) TM IS TRUSS Hl BEEII DESIGNED FOR THE LOADING SHOWN ;MIN.I DR-NMALL OR BRACING MEMBERS SPACED AT 16' o C. DUAL ITT ST A1DAFICS FGR TRUSSES. 3) CONECTSOR I PLATES SIZES APE BASED ON AXIAL FORCES ONL/. 011 THIS OPAWING. it ISTALLATION AND USE SHALL CONFORM IMA1I. LN&ESS 140TED OTHERWISE. 16) ID MEMBER GF THE TP'JSS MAI BE CU7 OR MODIFIED IN 0+1 MAI. 41 C1T#ECTM PLATE SIZES ARE CALLED O'JT WIDTH IACROSS SLOTS; MITH TANS DESIGN 121 ® INDICATES BEARING LOCATION 17) SPECIAL MMJDLINO CARE SHOULD BE TAKEN GURIN13 SHIPPING AMD B'N LENGTH IAL qG SLOTS] MD THE OPIEN7ATIU+OF THE 9: TH[5 OE S ILII IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPEC 17 Ct1 OF TRUSSES SEE nI9-91 FOR PECRAAIEtDATtgS C U IDENTICAL LOADING AND CONE IGURATIG4 �� -CGI4F LGl1RpTIG4 AND LOADING SPECIFIED B1 FABRICATOR -ADDITIO44AL PLAT114G FOR HAIICLING TRUSSES IS PESPONSIBILIT/ OF FABRICATOR. -THIS TRUSS 15 DESIGNED ONL'T FOP THE LOADS SHOWN. PROVISION FOR IKE PREVENTION OF PUNIDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY, -FALSE DGTTUM CHDRG INFORMATION FALSE BOT 21-0-0 ON LEFT. VERTICAL SPACING-4-0-0. USE MINIMUM OF 2xA PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 MIN. FOP SCARF 014 FALSE BOT CHORD. . TRUSS BOTTOM CHCPD ABOVE FALSE OGTTC44 CHOPO MUST BE SPACED WITH 1x4 CONT. LATERAL BPACIIIG AT 241+O.C. MAX SPACING. 3-6-0 ALI5-5-5 5-0-10 5-11-7 6-1-3 5-11-7 5-0-0 1-5-14 02 e2 r2 r2 e2 1-1-14 74 730 74 PLF Max Height 5-7-3 32-'-0 927 [ 12 i Q 5 316f 12 4 35012 r 617#1783/ 6531 a l7 S>Ci 1716 378r 4 4 a X7181 9KR M,3x4 1740 era ^1 St$ 191f m 4 95r 1661 2t1# 3710 47f 1 nlot# 1360 m * 2582/ m I I o 2009# 13.5)51 �I5.5 m l:. 7x6 3M5 � 3x6 13.5139x 5116a 3.43 3x5 12 20 35 20 PLF 3-6-0 10-6-0 5-11-7 6-1-3 5-11-7 5-0-0 32- -q 2200 1-4-0 1-4-0 37-0-0 Forces(L-P) 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: 94-3 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 Special Loading: Refer to Loading Diagram Maximum deflection occurred at bottom joint #4. FASTEN TOGETHER WITH: 2 Members Required Maximum Live Load Deflection of .558" (9/16), Index-.452, (L/796) TOP 10d NAILS 12'D.C. Maximum Total Load Deflection of .874" (14/16), Index-.472, (L/508) BOT 10d NAILS 12•D.C. RECOMMENDED CAMBER: .47" WEB 10d NAILS 12"O.C. FASTEN AT OR NEAR ALL PANEL POINTS. REV cy)-q 3 rfca C W T�L7�0 NOT NAIL OR BOLT THROUGH TRUSS PLATES. C-01 CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HG-5 T-1 DfW�G. r ALPINE ENGINEERED PRODUCTS Inc V�2000 2-0-0 LL TC 30 2X4 M2 OS SP ENG. FOR: TRUE TRUSS INC - SDS Ie01 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X4 #2 N SP LAYOUT ID: (214) 660-3940 -PLWTE AREA:— INC. OTi STl LL BC 0 L V WEBS SCALE: n 4 608 33.33 378 OL BC 10 2X4 i3 SP ADDRESS: ;MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED N. /BER SMALL 0E OF THE SPECIFIED 4111IWtWH OPAOES. 5? COCE!TOP RATES SMALL BE INSTALLED SIW.ETRICALLI Ott /0? ALL TENSION CHORD MEMBERS ASP....., ECIES. 'AM 191 MA.IEWAH MOISTURE"ITENT. OR SUCH THAT THE JOINT SPACED 9+EITHER 3/9" WIM PLIWOW a i OF HIGtER ALLOWABLE STRESS VALUES, ALL iALUES USED 61 TCP CWM SPLICES ARE NOT PECO0"HLED TO CCC'3R 14117 OP'IOALL OR BRACING*GPS SPACED If w OR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- GIPECTL'+ABOVE A OOTTGM CHOW SPLICE. :DA.ESS NOTED OTHERWISE TONAL DESIGN STANDARDS PUBLISHED 81 THE NATIONAL 7, V-2000 APPROVAL NI.WIBERS: JBC 2302. FNA TCO 201A, SOCC 11) ALL COfOWSSION Ctx744D MEMBERS ASSUMED TO BE CONTIRJOJSL451 :OREST PRODUCTS ASSOCIATION. 7251, SOCA FILE 66-125 BRACED Of EITHER 3/0" MINA PL+WG00 SHEATHING. 1/2" 110t45 t«.. THIS DESIGN IS BASED ON CLAP,COtIECTOP PLATES OAK"r. 0) THIS Ta,155 445 BEEN DESI61EO fop THE LOWING SHOWN 441H.1 OPIWALL OR SPACING MEMBERS SPACED AT 16' O C. OUALITI STAHOA-1- CON/ECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLA, Off THIS DPAWINO. INSTALLATION ANG USE SHALL CCtE'0144 NAA1, IAA.ESS 110TEO OTHERWISE, f6) 140 MEMBER OF 1HE TPJSS+-. COU ECIOR PLATE SIZES ARE CALLED OUT WIDTH IACRGSS SLOTS? WITH THIS DESIGN 12) ® INDICATES BEARNN4 LOCATION 17) SPECIAL HAtIOLIAD CAPE SHOLXD Of, .. B'I LEfHTTM tALCING SLOTS) ACT THE ORIENTATION OF THE 9, THIS DESIGN IS APPLICABLE TO SHOOTER SPAN TRUSSES OF £PECTIGN OF TRUSSES SEE NI0-9I FOR R£c__ SIZE CALL V.!T 15 THE DIRECTION OF T&MA,Ig LMIN IDENTICAL LOADING A40 CONE IGtR3AT IH,N. -COtIFIGURATTON AND LOADING SPECIFIED St FABRICATOR -ADDITIONAL PLATING FOR HANEtI11O TRUSSES IS RESPONSIBILIlt OF FABRICATOP. -THIS TRUSS IS DESIGNED C41LY FOR THE LOADS SHOWN. PROVISION FOP THE PREVENTION OF PONOIMG MUST BE MASE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -FALSE BOTTOM CHORD INFORMATION FALSE BOT 21-0-0 ON LEFT. VERTICAL SPACING-4-0-0. USE MI141WJM OF 2YA PLATE FOR FASTENING FALSE BOT CHORD VEPTICALS. USE 3x4 MIN, FOR SCARF OTi FALSE SOT CHOAO. #1 PUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MOST BE BPACEO WITH OA4 CONI, LATERAL BPACINIG AT 24"O.C. MAX SPACING, 1-6-0 3-4-8 RUN 5-5-6 5-0-10 4-5-2 4-6-14 4-6-14 4-5-2 3-7-8 PAIN 74 PLF 1-5-14 1-5-14 Max Height 5-7-3 12 6 12 2-02# 6 i2i91 3330 338# 333# 289# 12 fo M 3780 Z2480 6 1% " tri 8x 10 iu 3k$ � �� \ ti 3x4 3x4 �\ � 1231 3 1911 i + 590 901 911 901 313# 661 i 1411 1181 T eo c f 17111 m 1'r(p 1712# (3 51671 I 6x7 3x6 3x4 3x8 tI (3.51 48% "e 9x7 12 20 PLY 1-a-a 10-8-0 4-5-2 4-5-iA 4-6-14 4-5-2 7-0-0 12 #2 02 12 42 02 1-4-0 1-4-0 37-0-0 FDfceS IL-R} p BUILDING TYPE; Enclosed Residential CODE: Standard Building Code (SBCCI 1991) RIND SPEED: 110 Wh MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 79a 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON HEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint #4. Maximum Live Load Oefiection of .537' (9/16). Index-.436. (L/827) Maximum Total Load Oeflection of .842' (13/16), Index-.455, (L/527) RECOMMENDED CAMBER: .46" *STON PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' H-7 T-2 OW ORODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SOS 7 0 OL TC 7 BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 N L LL 8C 0 REBS 2Xd #2 06 SP LAYOUT ID: #+�� zx 33 ' OL SC IO 2X4 #3 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 118 I? LL04SER SHALL BE OF THE SPECIFIED MI11(M'JM TRADES, 5? CONIECTOR PLATES SHALL BE IIISTALLEO SNMETRICALLY 011 101 ALL TENSIO11 CHORD MEMBERS ASS'JMEO TO BE COIITI14/OJSLH 13? / IHOICAIES LATERAL BRACING MEMBER (1x4 MIN.' SPECIES, AND 19%MAXIMUM MOISTURE COUTEN7. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8' (MITI? PLNIOOD SHEA1HI113. 1/2' 14) INSTALLATION ANO ERECTION OF THE TPJSS. PERMANENT. Agri IS OF HIGHEP ALLOWABLE STRESS VALUES. ALL /ALUES USED 61 TDP CHCPG SPLICES ATE 1107 PEC:—ENDED 70 OCCUR IMIN11 DP'tWALL OR BRACING MEMBERS SPACED 10' 0.c. INAX1. 7EMPCRAPI BPACIHG SNUJLG BE DONE IN ACCORDANCE WITH Fop DESI eNI ARE BASED ON THE LATEST EDITION!OF THE HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURPEIIT TPI BRACING MD ERECTION PJBLICATICMS. TION4AL DESIGNSTANAARDS PUBLISHED 51 THE NATIONAL 71 V-2000 APPROVALNAMBERS: USC 2342. FHA TC8 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CON4TIMJOJSLA51 7HI5 DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST RAWA)CTS ASSOCIATIRI 7261. BOCA FILE 86-125 BRACED BY EITHER 3/8" (MIN".) PLYWDCA SHEATHING. 1/2' TIG415 FOR METAL PLATE CONECTEO MOTS TAVSSES NG 2) THIS DESIGN IS BASED Oil CLARY CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEE1I GESIGHED FOR THE LGADIN16 SHOM1 (MIN.1 DRYWALL OR SPACII16 MEMBERS SPACED AT 16' o.c. OUALIT( STAIOAPOS FDA TRUSSES. 3? CON4ECT0R PLATES SIZES ARE BASED 014 AXIAL FORCES ONLY. Oil THIS ORAWIIIG. INSTALLATIGI!A11C USE SHALL CONFORM IMAX?. UNLESS NOTED OTHERWISE. 16) Ib IEI40ER OF THE TRUSS MAY BE CUT OP WIDIFIEG IN AN f WAY. 4? CONECTCA PLATE SIZES ARE CALLED OUT WIDTH 4ACRGSS SLOTS) WITH THIS DESIGN 12'1 ® INDICATES BEARIIxl LOCATICII. 171 SPECIAL HMx1LIN3 CAVE SHOULD BE TAKEN DURING SHIPPIIIG AH BY LENGTH (ALONG SHOTS': AIG THE ORIENTATION OF THE 9! THIS DESIGN! IS APPLICABLE TO SHORTER SPAM TP'JSSES OF EPECT1:44 OF TRUSSES SEE 11I8-91 FOR RECGMENIOATIONIS J CIlUf OF THE PLATE LE1461'". IDENTICAL LOADING ANDG: T -CGIIF IGURpTMGN AIJ['i LOAD LIG SPECIFIED Be FABRICATOR -ADDITIONAL PLATING FOR HAUL-LING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS OESIGNE6 ONLY FOR THE LOADS SHOWN. PROVISION!FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONISIBILITY OF THE TRUSS FABRICATOR OR CLARY. -FALSE BOTT014 CHORD IIFORMATION FALSE BOT 21-0-0 OFF LEFT. VERTICAL SPACING-4-0-0. USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. USE 394 MIN. FOR SCARF ON FALSE BOT CHORD. A TRUSS BOTTOM CHGPD ABGVE FALV, CHORD MUST BE BRACED WITH 1x4 COIIT, LATERAL BPACUIG AT Z "O.C. MAX SPACIIIG. 3-4-8 2-10-0 2-10-0 RUN 3-7-8 4-0-0 5-8-0 5-8-0 4-4-6 4-7-8 RUN 74 PLF 1-5-14 02 12 02 •2 02 •2 02 f-5-14 Max Height 5-10-3 i 12 Q 6 253/ 3151 4191 315/ 2671 + + + + + t '.S 2730 3221 12 $" 3x4 3x4 3x4 + \ + B 248/ \ 1230 ` 970 1131 1130 1451 860 561 t0B1 1 in 4 17121 Iffa 17110 13.5167 I 7x6 W 3x4 5x6 1 (3 5167% 3x7 5x8 0 3 3x8 12 i 20 PLF 4 a t 7-0-0 4-0-0 5-8-0 5-8-0 5-8-0 9-0-0 `1 1-4-0 1-4-0 37-0-0 Forces(L-R) BUILDING TYPE: Enclosed Residential r CODE: Standard Building Code (SBCC: 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area ��j UPLIFT CONNECTION REWIRED: 9`60 # 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 04. Maximum Live Load Deflection of .334" (5/16), Index-,271, (L/1329) Maximum Total Load Deflection of .524' (8/16), Index-.283, (L/847) } _ 1) PC s-►-a3 Pin ccA)►No) w, CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'01 H-9 T-3 DWG. 1 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 12 04 5P ENG. FOR TRUE TRUSS INC - SDS 5+15 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X4 Y2 N SP '3 (2J4) (214) 660-3940 LATE A-ASA: INC. F R L LL BC 0 WEBS LAYOUT IO: ZO 5. 718 OL BC 10 2X4 i3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 1/E1 �1 I'LL 1 • IT LUMBER SHALL BE OF IME SPEC IF IED MINIMUM GRADES, 5! COIIIECTOR PLATES SHALL BE Ub7ALLED S•MNETRICALLI 011 $01 ALL TEHSIOII CHORD MEMBERS ASSUMED TO BE C04TIf"USL1 131 4- 11101CATES LATERAL BRACII4 MEMBER I1xA Mlw.i SPECIES. 030 19x MA/IM•J+MOISTURE C311TENT. OR S'JCH THAT THE J01111 BRACED 61 EITHER 3/8" (M11) -1.10000 SHEATH1143. 1/2 14! 1145TALLATIUS MID ERECTIGN OF THE TRUSS• PERMAIIEIIT. AND IS OF ml UP ALLOWABLE STRESS IALUES. ALL AALUES USED 6; TOP CNCi1F SPLICES ARE 1407 PECON14ENDE0 10 CCC'JP IMIM OP-10ALL OP BRACING MEMBERS SPACED 10' 0.0 IMA:. TEMPGRAPI BPACIM,SWYJLG BE DOE IN ACCGRGAHCE WITH FOR DESIGN ARE BASED DII THE LATEST ED IT.0" Of THE NA- GI PECTL'1 ADD'. A BOTTOM R1OPG SPLICE. UNLESS NOTED OTHERWISE CURRENT TPI BPACIMG AHD ERECTIC44 PJBLICATIOIS. TIOIAL GESIGM STAMOARDS PJBLISMEO a+ TME HAT101AL 7) V-2600 APPROVAL NJMBERS: UBC 2342. FHA 7C9 2014 SBCC 111 ALL CGMPRE5SIOM CHORD MEMBERS ASSUMED TO BE CC44TIPPJDUSL 1151 THIS GESIGH COFOPMS 70 CURRENT TPI DESIS71 SPECIFICA- FOREST PRODUCTS ASSOCIAtiO4. 7251, BDCA FILE 06-125 BRACED Of EITHER 3/6" IMIN.) PLYWOOD SHEATHING. 1/2' ITC/15 FOR METAL PLATE CUfECTEG WOOD TPULSSES AIG 21 THIS DE5144 IS BASED 01 CLARY Cr111NECTDR PLATES GL+. 0) THIS TRUSS MA BEE14 OESIGIWIED FOR THE LGADIIIG SHOW11 (MIN.) DR/MALL OR BRACING MEMBERS SPACED AT 16' 0 C. TIUALITI STAIIDARDS FFA TRUSSES. 31 CORE CI OR PLATES SIZES ARE BASED ON AXIAL FORCES OLe. ON THIS DRAWING. IIISTALLATIC44 ANG USE SHALL C(34FOPM 1MAP!. UNLESS I407E0 OTIERWISE. 16) 110 MEMBER CF THE TRUSS MAV BE CUT OR MODIFIED IN 11+1 WAI. A) CONNECT on PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTSi WITH THIS DESIGN 12) ® IIIDICATES BEAR 110 LOCATION 17) SPECIA HANLI110 CARE SHOULD BE TAKE14 DUATIIO SHIPPIMS Apo BI LENGTH TALON,SLOTS] At0 TIE OPIEN7AT10+OF THE 9i THIS OESIGN IS APPLICABLE TO SHORTER SPAM TRUSSES OF EPECI IOU OF 7WUSSES. SEE HIB-91 FOR PECCAIMENDATIOMS t CGIfIGURATIOIJ, -CGIIF IGl1RATIUT At4D LOADING SPECIFIED BY FABRICATOR ADDITIO44AL PLATING FDR HA140LING TRUSSES IS PESPOIISIBILITY OF FABRICATOR. 1 -THIS TRUSS 15 DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDIlIG MUST BE MADE AIID IS NOT THE RESPONSIBILITY OF THE TP'JSS FABRICA70P OR CLAR(. -FALSE BOTT014 CHORD I7FOPMATION FALSE BOT 21-0-0 ON LEFT. VERTICAL SPACING-4-0-0. USE W114IMUM OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. USE 3A4 14I11. FOR SCARF ON FALSE 007 CHORD. '(PUSS BOTTOM CHGRO ABOVE FALSE BOTTC44 CHORD MUST BE BRACED WITH 1x4 COTIT, LATERAL BPACIITG AT tAR'O.C. MAX SPACING. 3-4-8 RUN 3-7-8 6-0-0 4-3-7 4-5-3 4-3-7 5-4-8 5-7-8 RUN 15-14 1-5-14 74 PLF Max Height 6-10-3 12 Q 5 3819 3229 3229 3574 5�5 N 3x4 [ 347.1 3961 12 6 p \\ 2x3 2489 \\ 1979 4n 3x9 •.\� 12`9 p 2,F3 \\ Z103* 107# 871 1519 1060 669 1089 MD \��.• ♦ 17129 71 I 0 77111 13.5167 I 5x6 o (3.5167% 7x5 3x4 3x7 5x8 a 3 3x8 12 2G PLF 7-0-0 4-0-0 6-3-7 4-5-3 4-3-7 11-0-0 1-4-0 37-0-0 1-4-0 ForcoS IL-P) 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: '7;0 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 #4. Maximum Live Load Deflection of .288' (5/15), Index-.234, (L/1542) Maximum Total Load Deflection of .452' (7/16), Index-.244, (L/982) s He, C(W(t D) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' H-11 T-4 DWG. 9 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X4 42 N SP ENG. FOR: TRUE TRUSS INC - SOS 15445 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRAND PRAIRIE, TX 75051 7'0 OL TC 7 2X4 /2 N SP �OF 2 1214) 660-3940 A A A: N L LL 8C 0 WEBS LAYOUT IO: IIJJ M�/_ 664 ' OL BC 10 2X4 03 SP ADDRESS: SCALE: 11��{/ ,MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 1/8 EXCEPT AS MAY BE NOTED i�'� 11 LUMBER SHALL Be OF THE SPECIFIED MINIWJM GRADES. 51 C(DNECTGH PLATES SHALL HE 111STANLEO SN4NEIPICALL/ ON 101 ALL TENSION CHOND MEMBERS ASSNWIED 10 BE CGIIIrA(EI'JLN--f1 1. $` 11101CATES LATEPAL BRACING MEMBER (114 wAN.H SPECIES. AND 192 WAXIMJM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED B+EITHER 3/8" iMlU) PLNW000 SHEAIHIIIG, 1/2- 14) INSIALLATIGI ANG EFECTIGN OF THE TRUSS. PERMANENT. MD IS OF HIGHER ALLDMABLE STRESS 4ALIES. ALL VALUES USED 6; TGP CHCPO SPLICES ARE H10T PECGwfIDED TO OCCUR (MIN; DR'NNA.LL OP SPACING MEMBERS SPACED 1G' 0 1 (MAI: /EM'CPAPN BRACHIO SNGJLD BE DOE IN ACCOR:AIICE WITH FOP DESIGN ARE BASED ON THE LATEST EDITION OF THE NA 'U - OIPECTLV ABOVE A BOTTOM CHOP&SPLICE. UNLESS NOTED GTNEPWISE. CURRENT TPI SPACING A16 ERECTION PUBLICATIONS. TIONAL DESIGN STMDAPOS PUBLISHED Of THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSIC44 CHORD MEMBERS ASSUMED TO K CGNTINJOJSLN151 THIS DESIGN CONFORMS TG CURRENT TPI DESIGN SPECIFICA- FOREST PROODCTS ASSOCIATION 7251. SOCA FILE 96-125 SPACED Of EITHER 3/0• FMIM.) PLYNOCA SHEATHING. 1/2' T1GNS FGR METAL PLATE CONNECTED WOOD TRUSSES NO 2) THIS DESIGN IS BASED ON CLARK CONNECTOR PLATES OHL'. e) THIS TRUSS HAS BEEN DESIGIED FCA THE LOADING SHOWN (MIN.) ONYWALL OR BRACING MEMBERS SPACED AT 16' a C. DUALIT+STANDARDS FDR TRISSES. 31 COYECTOR PLATES SIZES APE BASED ON AXIAL FORCES O14. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAX), UNLESS TOOTED OTHERWISE. 16) Iq MEMBER OF THE TRJSS MAY BE CUT OR MODIFIED IN MNN MAN. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH IACAOSS SLOTS) WITH THIS DESIGN 12) ® ND INDICATES BEARING LOCATION 17) SPECIAL HALING,CAPE SHMILO SE TAKEN OLTAIN3 SHIPPIN3 AND BY LENGTH (ALONG SLOTS( MD THE OPIENTATIOPP 4 OF THE 9, THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPECTIGN OF TRUSSES SEE NI9-91 FOR RECOMMENDATIONS SIZE CALL OUT IS THE DIREC (� AND CONFIGUF1ATIrtJ -CCG If IGl1RATi0N ANO LOADIIIG SPECIFIED Of FABRICATOR -ADOITIO14AL PLATING FOR HAII01.1115 TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED OILY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PGIDINIG MUST BE MADE AtID IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLAP!. -FALSE BOTTOM CHORD INFORMATION FALSE BOT 21-0-0 ON LEFT. VERTICAL SPACING-4-0-0. USE MINN4UI OF 2x4 PLATE FOR FASTENING FALSE SOT CHORD VERTICALS. USE 3x4 MIN. FOP SCARF ON FALSE BOT CHORD. TRUS BOTTOM CHGRO ABG VE FALSE OGTTC44 CHORD MUST BE BRACED WITH 1x4 3-4-B COSAT. LATE PAL BRACING AT 24"O.C. MAX SPACING. RUN 3-7-8 4-0-0 4-0-0 4-6-0 4-6-0 6-4-6 6-7-8 RUN 1-5-14 02 02 #2 02 #2 #2 02 1-5-14 74 PLF Max Height 7-10-3 12 d 5 3151 333# 402# a a 5*5 3x4s 2960 731 I 4701 2 12 'J+� �\' 2481 6 r-11 . 3fi' 2340 1231 4 801 1301 154# 1271 63# i �'t3 ,� 66# 1081 + � + 1713# \\�\ fn 17100 13.5)67 II r o 13.5157% 715 3xB 5x5 l�, 5x8 a 3 3x7 318 12 20 PLF 7-0-0 4-0-0 4-0-0 9-0-0 6-4-8 5-7-6 1-4-0 1-4-0 Forceall-R) 37-0-0 BUILDING TYPE: Enclosed Residentiat CODE: Standard Suitdinp Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 138 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: r790 # 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 #4. Maximum Live Load Deflection of .253' (4/16), Index-.213, (L/1688) Maximum Total Load Deflection of .411' (7/16), Index-,222, (L/1080) 2E() rj-I -�� CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0 H-13 T-5 DWG. ALPINE # ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 3p 2X4 #2 Ds SP ENG. FOR: TRUE TRUSS INC - SDS 541 5 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRANO PRAIRIE. TX 75051 7.0 OL TC 7 2X4 #2 N SP OF Z (214) 660-3940 PLATE AREA" X INC. FOR STL It BC 0 WEBS LAYOUT TO: 702 33.33 ' OL OC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE (TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 1 (I I � ' ,fl LU4EP SMALL BE OF THE SPECIFIED M1141WJ14 WADES, 51 CONNECTOR RATES SHALL BE INSTALLED SIMNETPICALLH Ott 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CO111fA0J5LN t3! '* NUIICATES LATERAL BRAC114G MEMBER (x4 MIN.} SPECIES,, AND 192 MAIIMUM MOISTUPE CONTENT, OR S'" THAT THE JOINT SPACED By EITHER 3/8- IMIP PLIMOOO SHEATHING. 112- 14! INSTALLATION AILD EAECTION OF THE TFY,1S5. PERMANENT, AD IS a MIGEP ALLJMABLE STRESS'fALMES. ALL YALMES USED 5: TOP CNO440 SPLICES APE NOT RECOMMENDED TO U_'CJR (MINI ORYWALL OR BPACING MEMBERS SPACED 10' 0 C NAx:. TEMPOPARU.L Y SPACING AND BE DONE IN ACCGF*ANICE MIT. FOR DES 'It ARE BASED ON THE LATEST EDITION OF T.E NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. 'JIT ESS NOTED OTHERWISE. CURPE1N TPI SPACING AND ERECTION PUBLICATIONS. T TONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA ICB 2014. SBCC 11) ALL COMPRESSION Cn0140 MEI4ERS ASSUMED TO BE CONTI1f,40USLn54 T.IS DESIGN CONFORMS TO CURRENT TPI OESISH SPECI►ICA- FOREST PRODUCTS ASSOCIATION. 7251. SOCA FILE 86-125 SPACED aY EITHER 3/8. 1#4114.) PLYWOOD SHEATHING. 1/2' TIONS FOP METAL PLATE CONNECTED HOCA TRUSSES AND 21 THIS DE Sid/ IS BASED ON CLAAY CONNECTOR PLATES ONLv. BI THIS TRUSS HAS BEEN O(SIGNED FW THE LOADING SHOWN 1MIN.) DRNMALL OR SPACING MEMBERS SPACED AT 16' 0 C. GUALITI STMDAROS FOR TRUSSES. 3) CONNECTOR PLATES SIZES APE BASED d4 AIN IAL FORCES ONLY. ON THIS ORAMIID. INSTALLATIO4 AID USE SHALL CONFORM IMAX). UNLESS NOTEO OTHERWISE. 161 NO M114KA OF THE TRUSS MAN BE CUT W 1"If IED IN ANN MAN, 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH IACAOSS SLOTS) WITH THIS OESIO4 12) ® INDICATES BEAPI110 LOCATIO4. 171 SPECIAL HANDLING CARE SHOULD BE TAMEN DURING SHIPPING AID BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE B) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EF-ECTIC44 OF TRUSSES SEE MI9-91 FW RECOMMENDATIONS SIZE CALL OUT IS THE OIKCTIC44 OF THE PLATE LENGTH. IDENTICALCONFIGURAJIDN, -CONFIGURATION AND LOAGIt1G SPECIFIED By FABRICATOR -ADDITIC14AL PLATING FOR HANDLING TRUSSES IS RESPOIISIBILIT/ OF FABRICATOR. -THIS TRUSS 15 DESIGNIEO O11LY FOR THE LOADS SHOWN. PPO'✓ISION FOR THE PREVENTION OF PGtIDINNG MUST BE MADE AND IS 1107 THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -FALSE BOTTOM CHORD 114FOPMATIO14 FALSE BOT 21-0-0 ON LEFT. VERTICAL SPACING-4-0-0. USE 14114114-44 OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 14IN. FOP SCARF C44 FALSE BOT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1x4 3-4-8 COAT. LATERAL BRACING AT Z4' O.C. MAX SPACING. - RUN 3-7-8 4-0-0 6-0-0 5-0-0 5-0-3 4-8-11 5-3-3 RUN 1-5-14 1-5-14 74 PLF Max Height 8-10-3 12 d 5 407/ 371/ 3601 3701 273♦ 3591 12 +A \ 94, 248► M 6 v X �\ nA f 231 �\ 1841 ah'N \`,\ 661 7081 1001 110/ 124E 148/ 721 m 43 \�� \� 1711/ 13 5167 IM p 13.5)67% I } 7x5 5x6 3x4 3x7 t 5x8 a 3 3x6 12 20 PLF 7-0-0 4-0-0 6-0-0 5-0-0 7-4-8 7-7-8 FOrce5 k-P) i-4-0 1-4-0 37-0-0 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: 'W 0 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 04. Maximum Live Load Deflection of .265' (4/16). Index-.215, (L/1675) Maximum Total Load Deflection of .415' (7/16). Index-.224, (L/1070) I CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 37'0' H-15 T-6 DWG, i ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SOS 154-15 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 DRANO PRAIRIE. Tx 75051 _A 2X4 Y2 N SP / ) (214) 660-3940 LA AF;�— __r�__ OL TC 7�'Oi�S� LAYOUT ID:ll 8C 0 WEBS r�OF 2-0_ 678 ' OL BC l0 2X4 83 SP ADDRESS: SCALE 1 MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 1/g + FXCFPT AS MAY OF NOTED � .. L14SEP SHALL BE OF THE SPECIFIED 141111W*4 GQADES. 7) COMECtOR PLATES SHALL 8E INSTALLEO SIFIIIETAICALLI 014 101 ALL TEHSIOH 00%MEMBERS ASS'UMlu iKcaS. ATO M MAYIMJM MOISTJPE COIITENT, On SUCH THAT THE .knit SPACED 8r FITHEP 3I0" +MIN? PLr9.33p SaEA—, IS OF ht,HEP ALLOWMILE STPESS VALUES. ALL VAIUFS USED 6, TGP C.GMY.SPLICES APE HOT AECORIEHOEO 10 OCC.M *1041 DP•MALL OP SPACING MEMBERS SPACED 10' 0 C FOR UESIGAN APE BASED ON THE LATEST EDITION OF TtC tiA- GIPECILI ABOVE A BOTtOM CMDF#SPLICE, L#&ESS NOTED OTMEPMISE TiONAL DESIGN STAIGARDS P'JSLASIED 8'1 THE ItATIONAL 71 V-2000 APPROVAL It1MBEPS: !MC 2342, fHA TCB 2014. MC TO ALL COMPRESSION Ct1C40 WHOERS.ASSUMED TO Of COHTTWJO'4SLn5N TNI..._ FOREST PRODUCTS ASSOCIATION 7261, SOCA FILE 86-127 8AACED 8Y EITNEA 378' fmin') PLf"c0O SHEATHITIS 112' 11C415 FOM ft- 1 t•._ THT5 DESI&I IS BASED ON CLARI CUlNEC10R PLATES ONLY 01 THIS TRUSS HAS 6EEII DESIOIIEO FOR THE LDADIHO SHOINI *19.1 OA14ALL OR BPACINMB D MEMBERS SPACED AT f6' P.c. OUtiNII SIA11000S F— t COtxNECTOP PLATES SIZES ARE BASED 014 AxIAL FORCES ONLf. OII THIS DRAN1116, 111STALLA11011 AND USE SHALL C00OPW IMA71, UNLESS NOTED OTHEANa SE. Hla 100 MFIAEA OF THE TaJSS MAI NR 11 COtWNEC1CA PLATE SIZES AAE CALLED IJT WIDTH (ACROSS SLOTS) #11H THIS OE51301 1?) ® 11101CATES BEAPIND LOCATION 1171 SPECIAL HAIDLINO CAAE S40MO BE 1ARt. $I LENGtM IALONG SLOTS! AND THE ORItfiTATION OF THE 9i THIS DESIGN IS APPLICABLE TO SHOPt0 SPAN IF0SSES Of EFEC11010 OF IPJSSES SEE HID-4/fCO 04!CC"ej4.,. P -COINFIGL/RA ION AND LOAOind SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS PESPONiSiBILITr OF FABRICATOR, -THIS TRUSS IS DESIGNED ONLY FOP THE LOADS SHOWN, PROVISO$+FOR THE PREVENTION! OF PUIOING MUST BE MADE AND IS NOT THE W-SP014SIOIL11Y OF THE TRJSS FABRICATOP OR CLARY, -FALSE BOTT014 CHORD INFGRHATION FALSE BOT 21-0-0 ON LEFT VERTICAL SPACING-4-0-0. USE MINIMUM OF 2xA PLATE FDP FASTENING FALSE 801 CHORD VERTICALS. USE 3x4 MIN. FOP SCARF 014 FALSE 801 CHORD. 3_4_8 4-i-12 TRUSS BOTTOM CHORD ABOVE FALSE*BOTTOM CHORD#NST BE SPACED WITH 3x4 � 3-7-8 7-10-4 1-0-0 5-8-3 5-4-11 5-11-3 �i CC41T, LATERAL SPACING AT 24 O.C. MAX SPACII4G. 1-5-14 02 #2 i2 #2 02 1-5-14 Max Height 9-10-3 74 PLF 12 'q 6 c� I M#7t }J vl('Ij 441t 4 4 4f0f A08f 12 208# to $ •+� �'.� � 1230 o 'k 120( gmf 16811 0211 1081 a 1712# a7aa► 13.5167X 13.5)67 503*4 5X8 6x8 c1 3x6 3x8 3x7 3x8 i2 20 PLF 1-0-0 7-0-0 4-0-0 8-0-0 8-4-8 8-7-8 t�., Fpree6 t4-R} 1-4-0 37-0-0 1-4-0 bl BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1441) WIND SPEED: 110 wfh MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 0 IF 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 #4. Maximum Live Load Deflection of .251" (4/16). Index-.204, (L/1769) Maximum Total Load Deflection of .394' (6/16). Index-.213, (L/1127) Reu 5-1- Jjc1 C_W I ND) -"TGION PLATE TYPE: O.C, SPACING LOADING (PSFJ TC LUMBER TRUSS: 37'0' H-17 T-7 DWG. # -- OAODUCTS Inc V20002-0-0 LL TC 30 2x4 #2 D5 SP ENG, FOR: TRUE TRUSS INC - SOS 15+15 7,0 OL Tc 7 BC LUMBER. PROJECT; CENTEX 3708 A+8 DATE: 25 Feb 1943 _'!A'_ _.. _INC. FOi ITL7 .. WEBS / L 1l LL SC 0 2X4 #2 N SP LAYOUT TO: OF '7�T 'a 33 ' OL SC Its 2X4 #3 SP ADDRESS: -- TOTAL. 47SCALE: EXCEPT A5 MAY BE NOTED SIB 1) LUMBER SMALL BE OF THE SPECIFIED WIIJIMJI4 GRADES, 5) COIxECTOP PLATES SHALL BE IIISTALLEO SIM4EIRICALLI OJ 101 ALL TE1151011 Cr_IRO MEMBERS ASS'.IMEO TO BE COIIT11x1OJSLI 13! /' 11-DICAIES LATERAL BRACING MEMBER 1114 M111_j SPECIES, JUD 197 MAXIMUM W31ST•FE CONTENT. OR SUCH THAT THE JO If JT BRACEG By EITHER 3/8- iMIN) PLTWOOO SHEATHIIG, 1/2- 14! 114SIALLATIDI NC ERECT1011 OF THE TRYJSS, PERMAIENT. AIC 1S OF NIGHER ALWWAaLE STRESS /ALLIES. ALL IAL UES USED 5� TOP CHICPO SPLICES ARE HOT PECOWEHOEG TO GCC'JR [NTH) OP'IWALL DP BPACIIIG MEMBERS SPACED 1O' a.c. (MAY;. TEMGPARI BPACI11O SMCi_JLO BE DOIE IN ACCORLANCE K1TH FOR OESI 014 APE BASED ON THE LATEST EDITION OF THE HA- GIRECTL'I ABOVE A BOTTOM CHORD SPLICE. UAL ESS NOTED OTHERWISE. CUPPEIIT IPI BRACING MG ERECTION PJBLICATIO S. TIDNAL CiESIG1I STAICARDS PUBLISHED BX THE NATIOIAL 71 V-2000 APPRDVAL NUMBERS: UBC 2342. FMA 7CB 2014. SBCC 1T) ALL COMPRESS IC 4 CHO%MEMBERS ASSJW MEO TO BE CONTIIJUSLOI5J TMIS DESIGIJ MIFDF44S TO CURRENT TPI DESISM SPECIFICA- FOREST PRODICIS ASSOC IATIOI. 7251. BOCA FILE 06-125 BRACED BY EITHER 3/e- MIN.) PLYHOW SHEATHIIIG, 1/2' TIONS FCR METAL RATE CUfEW CTEG IOTRUSSES Nio 2) THIS DESIGN IS BASED W CL ARI CMIECTOP PLATES G11Y. 01 THIS IP'JSS HAS BEEN DESIGUEO FCA THE LGAOIIO SHOMI !MITI.) DRIWALL OR BRACIIIG MEMBERS SPACED AT 16' O.C. DUALITI STAIDARDS FCA TRUSSES. 3) COMECTOR PLATES SIZES APE BASED ON AXIAL FORCES OLI. OI THIS DRAWIIIG. IIISTALLATIOI AFC USE SHALL COFFGRM [MAY), UNLESS NOTED OTHERWISE. 16! 1x1 1E14DEA GF THE TRUSS MAI BE CUT W MODIFIED IN ANI MAO. 4) COMECTCA PLATE SIZES ARE CALLED OUT WIDTH IACRASS SLOTS) WITH THIS KSIaU 12} ® 11O1CATES BEARIIIO LOCATION. 17) SPECIAL MAH4DLIIO CAPE SHOULD BE TAKEN OURIf4D SHIPPING Ali 131 LENGTH IALOIXG SLMTSj N46 THE 01IENTATIOi GF TME 9j T5 OESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE MIO-91 FOR PECOMMEIOATIOIIS C J n1C - CIFIGURATIC44. -COtIFIGURATIOII A140 LOADING SPECIFIED BY FABRICATOR _ -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -FALSE BOTTOM CHORD INFORMATION FALSE BOT 21-0-0 011 LEFT, VERTICAL SPACING-4-0-0. USE 141111ML84 OF 2x4 PLATE FON FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 14111. FOR SCARF ON FALSE BOT CHOPD. *TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1x4 CONT. LATERAL BRACING AT 2A O.C. MAX SPACING. 3-4-8 RUN 3-7-8 4-0-0 4-3-14 4-2-2 5-9-0 5-7-4 6-1-12 RUN 1-5-14 1-5-14 Max Height 10-1-3 74 ELF 12 d B Sx5 3671 3151 4200 3081 10g 3}O 2730 �\ 424f 12 5 Y \� 2480 In 6 p \ ® Jh 1230 2170 1251 1710 1730 860 IOBf #3 1 3 5167X 13.5167) 111 C m �Ilo I 3x7 axe a 3x8 5x6 20 PLF 3x8 12 7-0-0 4-0-0 8-6-0 8-6-10 8-11-6 Forces(L-R) f-4-0 37-0-0 1-4-0 D CODE: lding Code[StandaNG rd Bui: Elosed d(SBCCi 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: '///�� O O It 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 .271' (4/16), Index-.22, (L/1638) Maximum Total Load Deflection of .424' (7/16), Index-.229, (L/1047) 1 DR�v 5-1-Q3 rek CW(ND) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0* SPEC T-8 OWG. i ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X4 Y2 N SP ENG. FOR: TRUE TRUSS INC - SOS 1151-15 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+8 DATE: 25 Feb 1993 Af,L GRAND PRAIRIE. Tx 75051 7'0 OL TC 7 2X4 Y2 N SPIN/IM'�N� (214) 660-3940 LA APER: N FO S L Ll BC 0 LAYOUT ID: �2D WEBS 74633.33 1 OL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 '•)� 1) Ux48EP SMALL BE OF T*,E SPECIFIED M1111M'JM GRAOES. 5! CGIECIOP PLATES SHALL BE IIISTALLED SfMTEIRICALLY Off 10) ALL TENSION CHORD MEMBERS ASSUMED ID BE COITIIx1O.FAf 131 14' INDICATES LATERAL BRACHII MEMBER TIA4 MIN.) SPECIES. AMID 19%MA$INJM MOISIJRE COHIEIR, DR T" THAT THE JOINT BRACED By EITHER 3/8" iWITI! PLYWOOD SHEATHNIO. 1/2' 14) I ISTALLATIGII ND EPECTIOI OF THE TRUSS, PERMANEIIi. MG IS DF HIGHER ALLOWABLE STRESS '$ALLIES, ALL MALUES USED 6: TOP CHORD SPLICES APE 110T PECONffHDEF TO OCCUR TMINI; WiWALL OR BRACING MEMBERS SPACED 20' P.c MAX! TEMPCPAR'I BPACIH%SWY-CO BE OOfE IN ACCORDAIICE WITn FOR DESIGNIARE BASED ON InE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTOM CnDRO SPLICE. UILESS NOTED OTHERWISE, CURRENT TPI BRACING AHO ERECTION PJBLICATIOIS. ITOAL DESIGN STANDARDS PJBLTS/ED By THE NUTIONIAL 71 V-2000 APPROVAL FARIBEFIS: JBC 2342. FnA TCB 2014, SBCC 11) ALL COMPRESSION CHORD MENDERS ASSUMED TO BE CONTINJD'JSLVI51 THIS DESIGN COIFOPMS TO CURRENT TPI OESISN SPECIFICA- FORES T PRODUCTS ASSOCIATIOI. 7251. BOCA FILE 06-125 BRACED Of EITHER 3/6" (Mill.) PLYWOOD SHEATHR45. 1/2' 7I014S FOP METAL PLATE CONECTEO WOOD TRLSSES ARD 2) THIS DESIGN IS BASED ON CLAR'f CONNECTOR PLATES ONLY. B) THIS TPJSS HAS BEEN DESIGIIED FOR THE LOADING SHOWN 'MIH.) DRYWALL OR BRACING MEMBERS SPACED AT I6' 0 c. OUALITV STANDAPDS FDP TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FMCES ONL'f. 911 THIS ORAWIID. INSTALLATIGII AMID USE SHALL COISOPM :MAX), UNLESS NOTED OTHERWISE. 16) ID MENBER OF TIME TRUSS MAY BE CUT OR MODIFIED III ANY MAY. 4) CONNECTOR PLATE SIZES ARE CALLED OJT WIDTH IACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEAPINO LOCATIC44 17) SPECIAL HAIADLINO CAPE SH01LD BE TAMEN DURING SHIPPINIO A110 BY LE IALOIS SLOTS; MEi THE ORIENTATION OF THE 9; Tn1S DESIGN IS APPLICABLE TO SHOPTEP SPAN TP'JSSES OF ERECTION OF TRUSSES. SEE HIB-91 FOP PECOMMENDATIONIS SIZEC J GI C C G -COIF IGORATIC44 AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HA14OLI14G TRUSSES IS PESPONSIBILITf OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .266' 3-5-13 RUN 2-9-11 4-6-9 4-3-1 4-4-13 5-9-0 5-7-4 6-1-12 RUN 1-5-14 1-5-14 Max Height 10-1-3 74 PLF 12 CI6 ✓�><S 3761 320# 4201 3269 \ X # 1 424 � 3kq 2721 12 !n (� 2229 PR 6 p �{�7 ✓ 11!80 217. 59# 1280 132# 1519 1730 868 al �\ 2x3 17110 13 5167 \ 13.5)49% f � i 7x9 3x4 5x6 3x4 3x7 3x11 2 20 PLF 12 6-3-8 6-8-2 6-5-6 8-6-10 8-11-6 02 #2 #2 #2 FOrCeS(L-P) 1-4-0 37-0-0 1-4-0 D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 136 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7g� * AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 3 Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of .365' (6/16), Index-.297, (L/1213) Maximum Total Load Deflection of .574" (9/16). Index-.31, (L/774) CWr&)D7 Cr-1 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37*0' SPEC VAULTS T-9 DWG. # ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 /2 N SP ENG. FOR: TRUE TRUSS INC - SOS /54:15 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+8 DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X4 /2 OS SP /� (214) 650-3940 T1LA`TE AAEA- SNC FOR -STl LL BC 0 WEBS LAYOUT ID: R OF 7/1 /n#/ ------ (Jl! J/L' 546 33.33 OL BC 10 2X4 #3 SP ADDRESS: SCALE: 'MEMBER TRUSS PLATE INSTITUTE TOTAL. 47 EXCEPT AS MAY OF NOTED 1/8 ��; I! LL04DEP SHALL BE OF THE SPECIFIED MIIHMJM GRADES. 51 C011ECIDU PLATES SHALL BE IIISTALLED SIMETPICALLf 011 10; ALL TEN51014 CHORD MEMBERS ASSUMED TO BE COIITN40(y0SLf 13! 4- 111DICA7E5 LATERAL SMAC114G MEMBER (V4"Ifl.l SPECIES. ASD 19x YAXIW-4W MOISTURE CONTENT. OR SUCH THAT THE JONNT BRACED Bf EITHER 3/8- iM111) PL(WOOD StCATH1113. 1/2- 14) INSTALLAIIDN AIG EREClIC44 OF THE 1"S. PERmANEUT. NG IS Of "ICIER ALLJMABLE STRESS 4ALUES. ALL 4ALUES USED B: TGP CISUIG SPLICES ARE NOT RECOM4Ef4DEG TO GCC'JR IMIN; DR'fMALL OR BRACIN46 MEMBERS SPACED 10' O.G. IMAX, TEMPCPA'f BPACIIIS SHGULG BE DONE IN ACCCPCANCE MIT" FOP DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTGM CHORD SPLICE. :A4L.£SS NOTED OAIERMISE. CURKI4T TPI BRAC114G AND ERECTIC44 PJBLICA710NS. TIONAL DESIGN STANDARDS PJBLIS"EO BY THE NATIONAL 71 Y-2000 APPROJAL NUMBERS: L18C 23A2. FMA TC8 2014, SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINFJ01JSLf15) THIS DESIGN CDNIFORMS TO CJRTENIT TPI DESISN4 SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE e6-125 BRACED Of EITHER 3/0- MIN.) PLf*OGD SHEATHING, 1/2' TIONS FCA METAL PLATE CGRECTEG MOOD TRUSSES AND 21THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES OFLY. B) THIS TR•JSS HAS BEEN DESIGNED FOR THE LOADIIIG SHOWN �Mlff.) OR-/MALL OR BRACING MEMBERS SPACED AT 16- o.C. DUALITf SIMIDAPOS FOR TRUSSES. 3! C014ECTDP PLATES SIZES APE BASED 014 AXIAL FORCES ONl'f, 014 THIS ORAWP4. INSTALLATION AID USE SHALL CO(4FORM :MAX), UNLESS WTED OTHEPWISE. 16) I40 MEI4SER OF THE TRUSS MAY BE CIT CA MMIFIED IH ANY MAf, ECTOR PLATE SIZES ARE CALLED OUT WIDTH iACPOSS SLOTS) WITH THIS DES1314 12! �! COM ® INDICATES BEAP114G LOCATION. 17) SPECIAL HANDLI11G CARE SHOULD BE TAKEN CURING SHIPPI143 AND BY LENGTH (ALING SLOTS, AND THE OPIENTATIOI4 OF THE 91 THIS DESIC44 IS APPLICABLE TO SHORTER SPA14 TRUSSES OF ERECTIC24 OF TRUSSES SEE"I9-91 FOP RECC4RIEI0ATIO14S S17F CALL OUT G AND COffIGURATIC14, -CGI4F IGURATiGII RIA LO AGIIIG SPECIFIED By FABRICATOR AODITIG4AL PLATII4G FOR HMULING TRUSSES I5 RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED GNLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVE11TION OF PGN0114G MUST BE MADE AND IS NOT THE RESPONSIBILITf GF THE TRUSS FABRICATGR OR CLARY. -ANTICIPATED HOPIZC44TAL MOVEMENT LVIDER TOTAL LOAD - .284' 3-5-13 1-0-0 RUN 2-9-11 6-4-4 6-4-4 5-6-3 5-4-11 5-11-3 RUN 1-5-14 02 02 02 f2 f2 02 1-5-14 max Height 9-10-3 74 PLF 12 Q 6 272471 �t*5 Shs' 470/ 410► tCQ ; 34* 33904081 12 2220 7 1181 2091 In 6 C c \ SX6 1250 12710 74941 1681 820 591 2 3y9 I' \ 17120 x3 1711/ �'. 03.5167 13.5149% I in o I 7XB 3x4 3x4 + f 3x4 5X5 3X7 3x11 2 20 PLF 12 1-0-0 5-3-8 6-4-4 6-4-4 B-4-8 8-7-8 i2 02 f2 02 02 � Forces(L-R) 1-4-0 37-0-0 I-4-0 1%' BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1491) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 134 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 bottom )pint 03. Maximum Live Load Deflection of .347' (5/15), Index-.281, (L/12801 Maximum Total Load Deflection of .544' (9/16), Index-.294, (L/816) 1 D QEv Cl q 3 \ttCA CW I Qb C-. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS 37'0' HV-19 SPEC T-10 ONG Alc ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 #2 Ds SP ENG. FOR: TRUE TRUSS INC - SOS I A 5 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+8 DATE: 25 Feb 1993 GRAND PRAIRIE, TX 75051 7.0 OL TC 7 2X4 #2 D5 SP 'hOF�D (214) 660-3940 A A NC. -Po SfiL LL BC 0 WEBS LAYOUT I0: 11// n f� 582 ' OL BC 10 2X4 f3 SP ADDRESS: SCALE: p . MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 1/8 FXCFPT PS MAY BE NOTED l 0 LU6ER-SMALL BE OF THE SPECIFIED MIOiMFJM(AAOES. 51 COIELTW RATES SHALL BE IUSIALEO SnWE Tw1[ALLI O1 101 ALL 7EIIS10N CHORD MEMBERS ASS:MED i0 BE [prtDA10'JSLI 13! /' IIJOICATES LATERA BAACilq MEMBER i,,A MINI.! SPECIES. ANO 192 MAXIMUM MOIST'X{ COUTENT, OR SUCH THAT THE JOI141 BRACED BI EITHER 3/B' V111 PL/WOOD SIE ATHIIA3, 1/2' 14) HISTALLATIOII AIG ERECTION OF THE TRUSS. PERMANENT, A140 IS OF nIGHER ALLOWABLE STRESS'IALIES. ALL IALUES USED Of TOP C11CRG SPLICES ARE NOT RECOIAfNDED TO OCCUR (MINI OR'IWALL OR BRACING MEMBERS SPACED 10' O.C. (MAA" IEMPCPAPI SPACING SnUAD BE OOtE 114 ACCORDANCE WITH 'OR DES IGN APE BASED O4 TIE LATEST EDITION OF THE NA- DIRECiL'I ABOVE A BOTTOM CHORD SPLICE. UNLESS"DIED OTHERWISE. CURPEH7 TPI BPAC NIG AND ERECTION PUBLICATIGINS. TIONAL DES1614 STANDARDS PUBLISHED By THE NATIONAL 71 V-2000 APPROVAL trx1BERS: UBC 2342, FMA 7C6 2014. SBCC f1) ALL COMPRESS,ON CHORD MEMBERS ASSUMED TO BE COITIMIOUSL+f5i THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PROSAIC TS ASSOCIATION. 7251. BDCA FILE 66-125 BRACED By EITHER 3/8' fMIN.i PLIMOOD SHEATHING. 1/2' 1,ONS FOR METAL PLATE CUAEAND CTED WOOD TRUSSES A 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. B) THIS TP•JSS HAS BEEN DESIGNED FOR THE LOADING SHOWN fMIN.) OPfWALL OR BRACING MEMBERS SPACED AT 16' O.C. DUALIT1 51AIDAPOS FIA TRUSSES. 31 CONNECTOR PLATES SIZES APE BASED ON AXIAL FORCES DIAL/. Ol THIS DRAM 1116. INSTALLATION AND USE SMALL CONFORM 1MAX1• UNLESS NOTED OTHERWISE. f8) 1D MEMBER OF TIE TRUSS MAI BE CUT CA MODIFIED IN AM MAI. AI CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH 4ACAOSS SLOTS) WITH THIS DESIOJ 12) ® INDICATES 6EARI140 LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND 8'I LENGTH (ALONG SLOTSi A14D THE ORIENTATION OF THE 9i THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES. SEE m15-91 FOP PECCINENOATIO4. C&L OUT 15 THE DIKCCALt C(X*IG -CONFIGURATION A1f7 LOADING SPECIFIED BY FABRICATOR ADDITICANAL PLATING FOR HAIGLING TRUSSES IS RESPOI4SIBILIT( OF FABRICATOR. -THIS TRUSS IS DESIGNED Ot4LY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PO44DINi MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HOPIZC44TAL NOVENENT UI4DEP TOTAL LOAD - ,276' 3-5-13 RUN 2-9-11 5-4-4 5-4-4 5-0-0 5-0-3 4-8-11 5-3-3 RUN 1-5-14 02 /2 /2 /2 r2 02 1-5-14 74 PLF Max Height 8-10-3 12 d 6 383/ 3710 y�5 sx5 396► 3600 302/ 3590 ;-ZX 9'A� \ 3'11 222► ffai 68/ 1570 124► 1481 72/ 4D 47%9 \ 59if7f2/ 1711/ 19.5)67)3.51491 3x4 5X6 3x4 3x7 Q 3TL1f 2 20 PLF 12 6-3-8 10-6-8 5-0-0 7-4-8 7-7-6 02 /2 02 02 Farces k-P) 1-4-0 1-4-0 37-0-0 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: '796 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 03. Maximum Live Load Deflection of .331' (5/16), Index-.268, (L/1341) Maximum Total Load Deflection of .519` (8/16). Index-.281, (L/855) h r (� RE U 5-1- q_3 lea (w b CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HV-17 SPEC T-11 OWG. 0 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 Ds SP ENG. FOR: TRUE TRUSS INC - SOS �54�J`" 1801 S. GSW PKWY. SC LUMBER PROJECT: CENTEX 3708 A+8 DATE: 25 Feb 1993 GRAND PRAIRIE, TX 75051 7'0 OL TC 7 2X4 N2 Ds SP "OF 7/o (214) 660-3940 C1Tr'AAFA: INC FOP STL LL 8C 0 WEBS LAYOUT IO: 544 OL 8C 10 2X4 03 SP AOORESS: SCALE: I' MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL. 471/8 EXCEPT AS MAY BE NOTED 1) LUMBER SNALL BE OF YHE SPECIFIED MINIMUM GRADES, 5) C010ECTOR PLATES SMALL BE INSTALLED SVMETAICALLY ON 101 ALL IVIS1011 CHORD MEMBERS ASSJMED TO BE COIITINO'JAY 13) 0- 11101CATES LATERAL SPACING MEMBER 11/4 14IN.1 SPECIES. AND 192 MAXIMUM MOISTURE CONTENT, OR SJCH THAT THE J01NT SPACED BY EITHER 3/e' 114110 PLYMOOO SHEAIHIIB. 1/2' 141 INSTALLATION AO EAECTIC4 OF THE TA'JSS, PEPKAOENT, MID IS Of NIGER ALLOWABLE STRESS VALUES. ALL 4ALUES USED Bj TOR CHORD SPLICES ARE NOT PECOM EP"D TO OCCUR (MINI OR'HWALL OR SPACING MEMBERS SPACED 16' O.C. IMAXj. TEMPOPAPMXJLD'H BRACING SBE DOME IN ACCOROAHCE WITH FOR DESIG14 ARE BASED 014 THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI SPACING ANI ERECTION PJBLICATIUK. Ti ONML DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342, FMA TCB 2014. SSCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO SE COTINIOUSLV151 THIS DESIGN CONFORMS To CURRENT TPI OESISN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, SOCA FILE 06-125 SPACED BY EITHER 3/0' (MIN.1 PLYWOOD SHEATHING. 1/2' TIONS FOR METAL RATE CONNECTED WOOD TRLSSES AND 21 THIS DESIGN 15 BASED OM CLARY CONNECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN OESIGED FOR THE LOAD116 SI MEMBERS SHOWN (MIN.) DRYWALL OR SI SPACED AT 16' P.C. DUALITY STANOAROS FOR TRUSSES. 3) COeCTOP PLATES SIZES ARE BASED ON AXIAL FORCES OLY, 011 THIS DRAWING. IIISTALLATIGI AND USE SHALL COIFOMI (MAX). UNLESS NOTED OTHERWISE. 161 NO MEMBER OF THE TRUSS MAO BE CUT OR MODIFIED IN ANY MAY. 4) CO f:CTOA PLATE SIZES ARE CALLED OUT WIDTH ACAOSS SLOTS) WITH THIS OESION 121 ® INDICATES BEAR114D LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN"IND SNIPPING AVO BY LENGTH IALO6 SLOTS] MO THE ORIENTATION OF THE 97 THIS DESIGN IS APPLICABLE TO SNOPTER SPAN TPJSSES OF ERECTION OF TRUSSES. SEE HIS-91 FOP PECOMEMOATIONS J -CCA IF IGLIRATIG! AND LOADII4G SPECIFIED of FABRICATOR -ADOITIOIIAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PPEVEIITION! OF PONDING MUST BE MADE AND IS HOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVEMENT AIDER TOTAL LOAD ' .284' 3-5-13 RUN 2-9-11 4-4-4 4-4-4 4-6-0 4-6-0 6-4-8 6-7-8 RUN 1-5-14 #2 02 02 02 #2 02 02 1-5-14 74 PLF Max Height 7-10-3 12 Q 6 328! 333! 402# S 3x4 322! 4701 265! 12 6 6 I9* 3{� 222! 234 7 / COT On fie! c N \ M 1480 1770 1549 127# 630 M 2x3 59► e ^ . 17130 1710# (3.5)67 1 3.5149# �I 7xg 3x8 Sx6 3x7 M 3x11 2 N 12 20 PlF 6-3-8 8-8-8 9-0-0 5-4-8 6-7-8 i2 02 02 02 1-4-0 1-4-0 Forces(L-P) 37-0-0 I� BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS ( ) area UPLIFTLCONNECTIONSREGUIRED: /00 AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint /3. Maximum Live Load Deflection of .347' (5/16), Index-.281, (L/1280) Maximum Total Load Deflection of .543' (9/16), Index-.294, (L/818) ( Defu sI-91 2, �310L (w , ►�� Lr, CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HV-155 SPEC T-12 DWG, ! ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 09 SP ENG. FOR: TRUE TRUSS INC - SOS 1,5+15 1801 S. GSW PKWY. 8C LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Fab 1993 GRANO PRAIRIE. TX 75051 7.0 DL TC 7 2X4 02 Ds SP LAYOUT ID: (,1' OF (214) 650-3940 L N L LL SC 0 WEBS 526 33.33 ' DL BC 10 2X4 03 SP ADDRESS: SCALE. MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED _1/8 I? LUMBEN SHALL BE OF THE SPECIFIED NIHIMUM GRADES. 5! CGIEE CTOB PLATES SHALL BE 111STALLED S•N IAICALL, GN 10) ALL TENSION CHORD MEMBERS ASS'JNED TO BE COO'J ITIUSLN 13) 11101CATES LATER&SPACING MEHBEP 1114 MIN.: SPECIES. AID 19%MAAIV.M MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRALED 9+EITHER 3/0' MI10 PLNWOOD SHEATHNIO, 1/e' 14! NIST&LATIGI MID EACCTIUN OF THE TRUSS. PE OM4911T, AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL /&UES USED 6; TOP C,1CPG SPLICES APE NOT PECGWENOED TO GCCUR MINT DRYWALL OR SPACING MEMBEPS SPACED 10' 0,c. MAX). TEMPGNAPH BRACIIIS SHOULD BE DONE IN ACCGMGANCE WITH FOR DESIGN APE BASED O1 THE LATEST EDITION OF THE HA- DIPECTL'N ABOVE A BOTTGM CHORD SPLICE. UNLESS NOTED OTHERWISE. - CURRENT TPI BRACING AND ERECTIGH PUBLICATIONS. TIONAL rESI ON STANDARDS PUBLISHED Br THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 10 ALL COMPRESSION CMGPG MENBERS ASSUMED TO BE CGNTIN'JOUSLYI5) THIS DESIGN CONFORMS TO CURRENT TPI OESISN SPECIFICA- FOEST PRODUCTS ASSOCIATION. 7251. SOCA FILE 06-125 BRACED BY EITHER 3/6' !MIN.) PLYWGGD SHEATHNG. 1/2' TICS FOR MET& PLATE CG+NECT£D WOOD TRUSSES AND 21 THIS DESIGN IS BASED OI CLARe CONNECTOR PLATES OILY. B) THIS TRUSS HAS BEE1I DESIGNED FOP THE LOADING SHOWN (MIN.) OR/MALL OR BRACING MEMBERS SPACED AT 16' D.C. OUALITI STMDARDS FOR TRUSSES. 31CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES OL/. ON THIS DRAWING. IIISTALLATICI AND USE SHALL CONFORM MAY), UNLESS NOTED OTHERWISE. 16) NO W14BER OF THE TRUSS MAV BE CUT OR MODIFIED IN AN/WAN. A! CONNECTOR PLATE SIZES APE CALLED OUT MOTH 1ACAOSS SLOTSI WITH THIS DESIGN 12) IS INDICATES BEAPIND LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAkEN DURING SHIPPING AVO 6'N LENGTH IALOG SLOTS: AND THE ORIENTATION OF THE 9: THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE MID-91 FDA PECDHHENOATIONS OUT 15 THE DIRECTION OF THE PLATE LFNQIh, IDENTICAL LOADING A14D CONFIG'411ATIO14, -CGINF IGURATItXN AFD LOAOIIIG SPECIFIED BY FABRICATOR -ADOIT10HAL PLATING FOR HANGING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTIOH OF POINDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR DR CLARY. -ANTICIPATED HORIZONTAL MOVEMENT LRIDEP TOTAL LOAD - .302' 3-5-13 3-6-0 3-3-0 RUN 6-0-3 3-3-0 6-6-0 5-4-8 5-7-8 RUN 1-5-14 i2 02 02 12 1-5-14 74 PLF Max Height 5-10-3 12 Q a 250# 3510 3610 3190 352# \ 3x4 3x4 3%# f2 6 (7 �,\\ +� 341/ \ 197# m c \\ H 1281 132# 1300 1740 1060 2x3 ',\ • 1712# 1 0 17110 13.5167 m �I o (3.51 49x f I 7x8 3xB 5x6 3x8 3x7 3xtf 2 12 20 PLF 6-3-6 6-8-8 6-6-0 6-5-0 11-0-0 /2 02 i2 #2 1-4-0 37-0-0 1-4-0 FBrcMBIL-R) BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) MIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REOUIRED: 000-1AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTE 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom )Dint 03. Maximum Live Load Deflection of .337' (5/16), Index-.273, (L/1318) Maximum Total Load Deflection of .528' (8/16), Index-.285, (L/841) i Ifia Cw1IVLJ) 1 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) iC LUMBER TRUSS: 37'0* HV-13 SPEC T-13 DWG. i ALPINE ENGINEERED PRODUCTS Inc2X4 #2 Ds SP ENG. FOR: TRUE TRUSS INC - SDS 154/5 1801 S. GSW PKWY. V�000 2-0-0 LL TC 30 BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X4 /2 Ds SP (214) 660-3940 L A P N WEBS J L LL BC 0 LAYOUT IO: _ 13 OF ,jA 542 33.33 ' OL BC 10 2X4 N13 SP ADDRESS: SCALE: I1! MEMBER TRUSS PLATE INSTITUTE TOTAL 47 FXCFPT AS MAY BF NOTFO I) LUMIEA SMALL BE OF THE SPECIFIED MINI"GRADES. 5) CGxIECTOR PLATES SHALL BE 114STALLEO SIMETPICALL• al f0) ALL TENSION CHORD MEMBERS ASSUMED TO BE C011704JOUSLO 13) 0' 11101CATES LATERAL BRACING MEMBER IIX4 M114.) SPECIES. ND I9x MA111t'JM MOISTURE CONTENT. OR VJCH THAT THE JOINT. SPACED By EITHER 3/9' IMIN) PLI%006 SHEAIHIMS. t/2' 14) NISTALLATIGI AND EFECTIOM OF THE TRUSS. pERMNENT, AND IS OF MIGNEP ALLOOMLE STfESS'4ALUES. ALL VALUES USED BI TOP CHORD SPLICES APE HOT RECOMMENDED TO fF-C•JP (Mllll OP'IMALL OR BRACING MEMBERS SPACED 30' a. MA/1. TEMPCPAR'I SPACING SH0LE 1G BE DOIN ACCOPOANCS WITH FOR DESIGN APE BASED 014 THE LATEST EDITION OF THE NA- OIPECTLI ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHEPWISE. CURREIIT TPI BRACING AND ERECTION Pt4Bl7CATIONS, TI014AL DESIGN STANDARDS PUeLtSHEO BY THE NATIONAL 74 V-2000 APPROVAL NJMBERS: BEC 2342. FHA TCB 2014 SBCC It) ALL COMPRESSION CW-410 ME14KPS ASSUMED TO ME CGNTINJODU45) IMIS OESIG1 CONFORMS TO C'JRPENT TPI DESIGN SFfCIFICA- FOEST PRODUCTS ASSOCIATION 7251. BOCA FILE 66125 SPACED S$EITHER 3/8• IMIN.) PLgWGO SHEATHING. 1/2' TICK FGR METAL PLATE C0044ECTEG WOOD TRUSSES AND 21 THIS OESI(RI IS BASED Oil CLAP$CONNECTOR RATES ONLY a) THIS TRUSS HAS BEEN DESI(RIEO FOR THE LOADING SHOWN -MIN.) DAIWALL OR SAACINO MEMBERS SPACED AT 16' D.C. GUALITI STANDARDS FOR TRMKS. 3) tCX&IECIOA PLATES SIZES ARE BASED ON AXIAL FORCES 014.$. ON THIS DOAMIID. 11151N.LATIOI AID USE SHALL CO4FOPM IMAFI. 014.ESS NOTED OTHERWISE, IB) 110 MEMBER OF THE TRUSS MAI BE CUT OR MODIFIED IN ANY MAY. A) CO4ECTOR PLATE SITES ARE CALLED OUT WIDTH NACAOSS SLOTS) oil"THIS t*S1010 12) ® INDICATES BEARND LOCATION. 171 SPECIAL MNNDLIND CAPE SHOULD BE TAKEN OURINB SHIPPING SI LEI4GTM (ALONG SLOTS) AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES DF EPECTIGN OF TFVJSSES SEE HIS-91 FOR RECOMEIDATIONS SIZF CALL 910 is TME 01 ClIC44 Of THE PLATE LFOGIn IM4TICAL LOAD11r, MID C f G• -CGNFIGURATICAI AND LOADING SPECIPIED BY FABRICA OR -ADOITIGUAL PLATING FOR HANDLING TRUSSES IS RESPMISIBILITV OF FABRICATOR. -THIS TRUSS IS OESIGHEO 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. -ANT ICIPATEO HORIZOITAL MOVEMENT UDER TOTAL LOAD - .301' 3-5-13 2-10-0 2-10-0 RUN 2-9-11 4-8-8 5-8-0 5-8-0 4-4-8 4-7-8 RUN 02 *2 02 Y2 02 02 02 74 PLF 1-5-f4 1-5-f4 Max Height 5-10-3 12 d 6 279/ 315/ 4190 314/ 267f i i i i i f2 3x4 2786 �\ 3220 6 © S�lj 3x1 3M1 S� 2220 \ \ I60f A \ \'•. 1'i flat p2x3 �+ \ \\� i 108/ 104! 113f 1130 146* B60 59* F h �� * 1712* NI I I t o 17110 13.5167 7x8 3x8 3x4 5x6 axe 3x7 13.5149% 3x11 2 12 20 PLF 6-3-8 4-8-8 5-8-0 5-7-8 5-6-8 9-0-0 02 02 12 02 02 1-4-0 1-4-0 37-0-0 ForCeS(L-P) BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: -STANVARO BUILDING CODE (SBCCI 1991) WINO SPEED: 110 MPH MEAN RDOf HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED 78 AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW, SEE NOTES 10 AND ii ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint 04. Maximum Live Load Deflection of .407' (7/16), Index-.33, (L/1091) Maximum Total Load Deflection of .638' (10/16), Index-.345, (L/696) ) Na C(uI KV) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HV-11 SPEC T-14 DWG. 0 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X4 02 04 SP ENG. FOR: TRUE TRUSS INC - SOS 15 1� 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 7 0 DL TC 7 2X4 02 Ds SP LAYOUT ID: ,qOF zPJ (214) 660-3940 -AREAS I�NNr,FOFf-STC LL BC 0 WEBS 584DL BC 10 2X4 03 SP AOORESS: 33.33 � SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL A7 EXCEPT AS MAY BE NOTED 1/8 I! L.-MeEP S"ALL BE OF THE SPECTITED MIIII NJN r-ARCS, .,. l PF 1111_-Ilfu slt f'-[' l.. M 1� ALL IE-VAI r„Otlt•01,146E S Y,;#40 111 PE C'1111fAPJ'.ISI.• 13. 7/_ JUDICAIES LATEPAL PU4111Ai"EI%I 11,4 1,111 SPECIES. AIN) in MAJINJM MOIST'JPE C31ITEUT, p 5'.YCn IHAI THE .r31t11 P-ACED B% EIT"EP 3/B" "I, ',#:)3D SHEa1H11 1/2' 14! IHSTALLAIMI A1C;EPECTI'�11;,E 114E lr_•JS5 r•E F.r.>11EIIt a'N: 15 GF nI C.fEP ALLOWABLE 5iPE5$ /FLUES, ALL /AL UE$USED B, ISP C--PGSMICES APE IiflT PE L'31M.E11f1EG 10 CiCC:)P 'Mitts pp/MALL OP BPA%ifY.i MEfIBEPS Sv>L'Eb 1G' O c MAI•. (EFIPCPAPI BRAG IIi'.5Hr./JLG BE DpE IIt>CC^.HCAIIt'E MITn FOP DESISM APE BASED 1x1 THE LATEST EDITION GF THE NA- DIPECiLI ABb'rE A BOTTBN OIOPC•SFLICE. :"LESS NbIFO OTHEPMISE CUPPE"T TPI OPACHIG AHI EPECi1CAl P,IBLICATIGIIS. T IOTIAL CES 1011 ST AIUCAP05" ,B L ISHED BI TnE NATITxIAI. 71 /-2030 APP40VAL Ir_'NBEPS: tleC 23A2. FHA TCB 2014. SBCC 11! ALL C5141RESSIC44 CW'440 ME14PERS ASS'JMEO 10 BE CGITIIFJCIJSLf151 THIS OESISII CDUFDPA15 T3 CL)FIKHT IPI DESIGN SPECIFIC- FOREST rPOCUC IS ASSOCIATION. 7251. BOCA FILE 06�125 OVACFO Of EITHEO 3/8" 'NIU.: PLfHr�G3 S14EAT"IIr3. 1/2' TIU1S F,P METAL PLAIE COUNECTEG MOLD IDUSSES AIN; 21 THIS DESIGN IS BASED 011 CLAPf COMIECTDP PLATES Ott+ 81 1"15 lWrS IAS PEFU OESIbUEO Frsl THE LOADIIIG 5"(1101 �MIrl.1 OnfMALL 00 BRACIIIG MEMRFPS SPACED AT 16' 0 c DUALIU STAUDAn05 FA TRUSSES. It POHUECTOP PLATES SIZES APE BASED OH AY14L FORCES OTI.I. 011 THIS DPAMII* IUST4LAIli11 AIN:USE SNAIL C"PN W%l 'MA"'. UtE55 rq/FD OT"FMM15E. IBt rq MF r4RFn CF UIE rAOSS MAI BE riff 00 147TIIFIFO IU AU,HAI Al cot PLA tE SIZES APE CALLED OUT WIDTH IFCPOSS SLOTS! Mihl lUI%OFS), Id` UlI1IG IFS PEAnIOO LOCA11011 17) %"ECTAL HA1NA lug IAPE SNOIILO BE lAvEt1 01,011113 S"1Pn 1111 At Ni 61 LEUGTH IALM*SL31S! A1A THE OPICIOTATIO14 OF tre 9! THIS DESIC4l IS APPLICABLE 10 SHORTER SPAU TP•,ISSES OF EPE.•CTICU OF TP•JSSES SEE .10-91 FOP RE CC44WIADATITxIS aIZE CALL OUT IS THEIF LEIWH. D fli C F3 }INS COfK IG 47011111. -CC41FIGOPATIGII Alr, LOA0I110 SPECIFIED Be FABRICATOR ' -AODCTIDIIAL PLATIIIG FOR HAIIC•LING TRUSSES IS PESPONSIBILITf OF FABPICAT.IP_ -THIS TRUSS 15 DESIG14ED ONLY FOP THE LOADS SHOW]. PROVISION FOR THE PREVEttilOfl OF PGf1D Lf 1G MUST BE MAGE ANO IS HOT THE PESPOtIS IBILITv OF THE TPIJISS FABRICATOR OR CLARY. -ANTICIPATED HOPIZGWAL MOVEMENT UIDER TOTAL LOAD - .322' 3-5-13 3-4-8 RUN 5-8-3 5-2-2 5-3-14 5-3-14 5-2-2 3-7-8 RUN 74 PLF 1-5-14 02 12 i2 1-5-14 Max Height 4-10-3 12 d 8 3960 3890 394► 3890 3160 4 4 4 4 4 12 2480 6 p 3z1 3220' '504 s�7 i :� , 231 2t� 1180 + 2x3 4 140/ 1320 1061 10510 12\//00 660 4 f t I m C 5910 17120 In • lot 2 (3.5167 I 7x8 3x4 5x7 3x5 3x4 3x8 [3 5149% 9x11 �2 12 20 PLY 6-3-8 7-10-10 5-3-14 5-3-14 5-2-2 7-0-0 42 02 i2 02 1-4-0 1-4-0 37-0-0 Forces R-P) © BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REGUIRED: '700#AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW, SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom )oint I4. Maximum Live Load Deflection of .494' (8/16), Index-.4, (L/899) Maximum Total Load Deflection of .773' (12/16), Index-.418, (L/574) RECOMMENDED CAMBER: .42' CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 37'0' HV-9 SPEC T-15 DWG, 10 ALPINE ENGINEERED PRODUCTS Inc VJ2000 2-0-0 LL TC30 2X4 02 09 SP ENG. FOR: TRUE TRUSS INC - SDS 4 S teal S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRAND PRAIRIE, Tx 75051 7.0 DL TC 7 2X4 /2 Ds SP OF LAYOUT ID. (214) 660-3940 L LL BC 0 KEBS 15 zo 594 TOTAL OL BC f0 2X4 103 SP ADDRESS: SCALE: A MEMBER TRUSS PLATE INSTITUTE 33,33 471/8 EXCEPT AS MAY BE NOTED 't! L'J1413EP SHALL BE OF TaE SPECtc IED MIUI:+JM CpAOE S. 5, try E_TO" PLATES 15-LL PF IIISTAt IFO S'Ix4E1PF:LLL UU i0• ALL IEt1 IOlt C"OPG IIEMBEPS ASS_tMEC, TO BE C':At1 It LO'SL' 13! .t IUGI_.1ES LATERAL PRA_Nt,rEMOE- '17A M11, SPECIES. Atx1 192 MA/I1-M M31STJPE COWENT, p S'JCH THAI THE J11111 BRACED B+EITHER 3.18' �u1tP PL'W]DD SHEATHIIF,, 1/2' 141 IIISTALLATI�J AUG ERECTIC4t Cd 114E TPJSS. PEcMA1EUT. AItG IS OF MI ALLOWABLE ST PIES VALUES. ALL /ALLIES USED B• TCP CHCAG SPLICES APE 14D! PECi.M4E110ED TO G^_['JP 1141 It; DR.WALL JR BP ACIIIC-ME HBEPS SPACED 10 ' o C fMA/;. IFWCPAP.BPACII95 SHWLG BE OWE fit ACC PCHP^E WiTn FOP DESIGN APE BASED DII THE LATEST EDITIIXI OF THE HA- GIPECIL'I ABU�E A BOTUoM [n DRC•SPLICE. 'JILESS N'JTEO iTHEPWISE CVPPEIN 1PI BPACItIG AIr,EPECT]i.tt P•_t LI-ATT J45. i1W$AL MSIGt/ST AtIG AR05 PJBLISMEO Bt THE /N 11ptRt 7r /-2C 0- Avr RU/AL IrJIREPS: 'J PC 7342. FnA Tr8 2014. SBCC /1'• ALL CCMPPES51:•N CH^RG MEMBERS ASSUMED 19� C:M771rJ0JSLn51 1n I5 GEST.0 rgEDRM$ TL CJPPE IIT TPI DES SM SPECIFICA- FOPEST rMMUC7S ASSJCTAIIM 7251, SD:A TILE 86-125 BRACED Of EIUIEP 3/B` 'M11I.j PL rW-1[:O SHE AIHIUG 1/2' TICA, FCR METAL PLATE C&PE:TEG WOOD TPL'SSES A11G 2) THIS OESIWI IS BASED pl CLAP.CGIIECIOP PLATES WL+. P) THIS TR.155 HAS BEErI GES7:,rfEO FA THE LOAD IfIG SHDIaIM IU.) OR rx ALL OR BRAC ItIG MEMBERS SPACED AT 16' o.c. WAL1T1 STAigAPOS F,P TRUSSES. 3! COIIEC TOR PLATES SIZES ARE BASED pl A/IAL FOPCES p14. Wt THIS DPAWIIIG. IUSIALLATI: f AIIG USE SHALL CL7E3RM 'MA/!, I-PLESS 1107ED OTIEPWISE. 16! 110 MEI4BEP:Or THE TwjSS MA. BE 'LIT GR WXIFIED III AW WA,. 4! CIXJE CTGP PLl TE SIZES APE CALLED QJi WIGTM .AC1x59 SLDTS•. WITH TH15 DE 5171 12:• Le IIDICAIES PEARIIt3 LOCA TIGII 1T SPE-71A AL Hp110L 111D CAPE SMpJLO 8E TAREII GIW ltF3 SHIRR IIA? lI1D BV LE NG TM fALdIG SLOTS! AUG THE OPIENTATION GF THE 9! IM IS BE51Cr1 IS APPLICABLE t0 SMOPTEP SPAII TPJSSES OF C� EPECT I CAI OF TPJSSES SEE HIS 91 FOP PECGIa4ENDAT IIXIS SIZE CALL J /Of THE PLATE LEIIGTH, N C D IIG ATIG CIXF-LSP 7 '111 -CCiIFIGURATION AOD LOADITIG SPECIFIED By FABRICATOR r -REPET I TI'!E MEMBER STRESSES NOT USED. -AODITICAIAL PLATITIG FOP HAIrLIIIG TRUSSES 15 PESPD115181L1Tf OF FABRICATGP. -THIS TRUSS 1S DFSIGIIFD GHLf FOR THE LOADS SHOWtI, PPOIIS11XI FOP THE PPF'011T1011 OF PONOPIG MOST OF MAOF AND 1S NOT THF PESPOUSIOII-17f OF THE TP1055 FA8P1CAtOP OR CLAPf. -AIITICIPATE6 HOPIMITAL 140'IENBIT UtfDEP TOTAL LOAD - -157' RUN 3-e-14 3-3-2 6-2-2 6-3-14 6-3-14 6-2-2 5-0-0 RUN 74 f67 135 74 PLF 1-5-14 2x4 2x1 2x4 02 1-5-14 7-'-0 32- -O Max Height 3-10-3 1290 920 12 765# 943/ 8540 8441 6830 12 24+# 4x4 7x5 4x4 1 ZX 1741 L 128# 2x3 y 677# 3180 221# 21190 3751 47# 1 t 0 I�Ip St# 13 5145 t I gx7 801^ ,I., 33771 5x1 5X5 axe 13.5148% 3x11 2 12 6-3-8 5-f0-10 6-3-14 5-3-14 6-2-2 5-0-0 20 45 35 20 PLF 7-A-0 32- -0 1-4-0 37-0-0 1-4-0 5140 2200 Force!(L-P) DBUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPELT: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED:'298'7 AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: i Special Loading: Refer to Loading Diagram Maximum deflection Occurred at bottom joint 04. FASTEN TOGETHER WITH: 2 Mfmbgr$ Required Maximum Live Load Deflection of .534' (9/16), Index-.433, (L/831) TOP 10d NAILS 12'O.C. Maximum Total Load Deflection of .837' (13/16), Index-.452, (L/530) BOT 10d NAILS 12.0.C. RECOMMENDED CAMBER: .45' WEB 10d NAILS 12'0.C. FASTEN AT OR f NEAR ALL PANEL POINTS. Pz U S-(- 4 3 � C W( ►J(D) DO NOT NAIL oR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HV-7 SPEC T-16 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X6 /1 Ds SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7'0 OL TC 7 2X6 01 DS SP LAYOUT IO: IVFZO (214) 660-3940 L LL BC 0 WEBS 750 33 33 OL SC 10 2X4 113 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 r` lt. tTN.�i'caEO t♦ tWtt1 r"2Ea ,,F,rrt S ;pt-75N� SEE ntn 1 ' ♦r:..a^'�A vi' 'A_ed`" 9 FO PE Fttc. 0�4 yby CI RI.N tFn S 1�p10a J 6F FFBp CF �A:a'tg:SSE PS Fps tEiP>'4 Rt tb. ty� F.PfCtIGt`F �.B{FFOF' P�`S18�Llj AtlNaxr aEtA+iE. E�'e cE E 1 •�0 ge5 %tic,"E F. L9FD1ti1G IX01�' ID 15 ""PAI 11 yt tau SSE 1G r.t r rr R1 t1F 6 8'�'s `1 "va I- R11G fiF t �Rt l\AE P 5�HptKA-fit tl� W ``5�aar3 EGt �1`JE p�i1G .. AEItttEC. .111 `:8`' r Rr R ,PE pit lrAjpl"PE "Plt Mp o+A p0 p3n2.t EGR�r SJ- 1%w E Rl S of A`��il.rRr,Fpy 1Rl,`�.12551�rtE0 i1 IPJ�'�''E 1. 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SPS' p.6 fie of 2@g" t51 t6 5�0a C6N 31 MexSi,�m d CQefSeot tton 1 Sve \'ped Oef SeeG` Sp P 50' ue t µa%�� 'total 4 ZXA i2 Qs Ma 1 jc L Qs SP tpUs5es: , Sp �4L LONG X-tc30� L R 2),A BE pT£jYPE' O CDON `Q Sfl �'g5Y 20p0 OL e. Al V L1,04BEP SHALL BE OF THE Si'lCII IEC —AITFS. 9, 1 (it. 111SIAL,lO ,rl I ALI lFII',j',j1i 1'1411IA�MEMPIP!3 In PC 13- III0IZATE9,I IIE.AL NEMEC. I ST'ECIES. JUjO 192 4AfIWJIA MOISTURE t-311TEIII. O�!;'��H THAT THE X)DIl er�ACFI N. EITHER 31FI_ -Mill' �LIWOOO"ATHJIJI, 1/,- IA- ILISIALLATI:ll "it CPECI15TI ZF THE li�'3S. rEl,mAj*ljT. AN(: I OF NI�REP ALLOWABLE STRESS iALVES. ALL iALUES USED 6 ILP CHCPO SPLICES APE lint TO ICC�W fMI(Il UP104LL OR BRACIlr,MEMBERS SPACED IC' 0 C I.— TE.FOP BE .'E IN ACC!'•PGarr:E WIIH S 4" TACIT'S 5'X Fop DESI-348 APE BASED OH THE LATEST EOITIOIJ OF THE NA- GIRECTLI ABO�E A BOTTOM SRLICE '_9 R ESS In t�T�FRWISE CURP11-7 IPI BRACH, Air, EPE�715rl P_IBLICAlj S,15. TIOrIA 2 "1 L DES121 STA14DARDS F-JBLISHEO 84 It*RATIDRJM_ 7, 4-2"0 APPPJiAL IPJPSEPS �V. 342 PHA ICEI 2114. SBVC ALL (:[�MFSSI511 CW-M W14BERS ASS-SHED TO BE RE ypl DE 1 sl'SEE C I F I C A- rOPCS 7 725 A FILE F16-125 p M I IT.I L WCO SHEATHING, 11�' 17's"GH"w's ';c" ITT WOOD IS ,PArF P OCUC_S A 5 CIATIOtj, I ' - P V I COTS FGR METAL PLATE r�tlfl!E,TED TRUSSES AH15 01 CLA-1 C51#11ECTOR PLATES C41LI JS THE LOADItK3 SHOW1 I G MEMBERS SPACED At 16- c, - OU 7 SC' S� 8OC 2) THIS SIGN IBASED0) THIS TP S HAS BEEN GESIGILED FCA 14111 1 OR I WALL PAC ALI I STANDARDS FR TRUSSES. 31 MRIECTOP PLATES 51'17 5 ARE BASED ON AIIAL FORCES Of&I. 011 THIS OPAWIjr. IIISTALLATI�l A?Ir,USE SMALL CCOWDDU :MAll. U,&ESS"DIED jrNE-KTSf. 16! '10 MEMBER OF THE T�JSS MAI BE CUT On IXI,tEn 11,all, '04, A? VIRIECTI, PLATE SIZES APE CALLED(rJT WIDTH SACDOSS SLOTS! 1411" IN] DESI011 12i EM 111DICATES BEAP1113 LCICATI011 17? SPECIAL 0 S PE_ HAtICIL1163 CAPE SHOULD BE TAMEM["P1113 S-I—Ilr�-0 9, 9: 1 1 LEIJGT, I-M-,TDiRE,1lD THE ORIENTATION OF THE H S DEST fl I S APPLICABLE TO SHORTER SPA" TWJSSES OF ERE'IT Oil OF TRUSSES SEE HIB_91 FOP PEC41MEROATIOIIS .3'.CALL HE IT IN. IVE11TAL LOADITIG A1115 CUlIF G-JR&TICTI. _CClIFIGURATICtl AHG LOAOIIIG SPECIFIED Be FABRICATOR -PEPE TITIVE MEMBER STRESSES 110T USED. -ADDITIONAL PLATIJIG FOP HAfIOLRIG TRUSSES 15 PESP(XISIBILIT( OF FABRICATOR, -THIS TRUSS IS DESIGHED ONLe FOR THE LOADS SHOWN. PPOVIS[aft FOP THE PRE'JEUTIOU OF PONDING MUST BE MADE AND IS IIOT THE PESPOIISIBILITi OF THE TRUSS FABRICATOR OR CLAP/. RUN 4-7-6 4-4-8 3-0-0 4-4-8 4-7-8 FILIN 1-5-14 1-5-14 74 PLF Max Height 4-10-3 12 7::::]6 273# 2730 4- 4, 12S'YAS 3�20 322# 21 2,1 6 F7, 3<,,I > 4. fn S 1600 1bD# 60 1190 119# B6# TT 960# 51313% 13.513B2 5X5 3x4 3x4 axe 20 PLF 9-0-0 3-0-0 9-0-0 1-4-0 i-A-0 21-0-0 Forces(L-P) BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCC1 1991) WIND SPEED: lio MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REOUIRED- &30 AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: I Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .069" (1/15), Index-.098, (L/3652) Maximum Total Load Deflection of .106' (2116). Index-.103, (L/2333) au 5-1-q3 1+6( adw!)) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING fPSF) TC LUMBER TRUSS: 21'0' H-9 T-18 OwG. 0, ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SOS 15415� i tBOt S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X4 12 N SP LAYOUT ID: 0 (214) 650-3940 PLATE ARF1_- 1-TffC7-F6W-9T_L ILL BC 0 WEBS II[ OF 7- MEMBER TRUSS PLATE INSTITUTE 244 33.33 OL 13C 10 2X4 #3 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 ____- () 1_ S .. CHAlf. PC I�1cs A1lf0-41.ETPtzat.t`D(i I`0 ALC (CH"T_,t T:11HP[,Hf M8EA5 ASs,u1 tH eE L•�lIt IIA)<S'.)Sl. 13! V L1X4BEp c:.tLL i1f v< THE SPEC1f SED MIUIfIJM>30af�S. 5• c;.alE•:TfP M.AiES _ ., IHDt�a LES laiE%RL BpAC(rM 4E1+E5E4 '1fA%IU SAECI ES, A"D 192 MA/IM,)M M7157upt EOHIcaT. p S'Jr. THAT THE ..157111 Ep-ACEr:B,ElfHEP 3,tw '41H. nl`%TOFU SHEAIMIfe3• tit" 14' IHSTALLA113H Ar,E:EPCCII_4i GF IME T-955. 4,1-11EUT. s/A+ IS Gr n/GHEP ALLOWABLE SIPESS!AWES. ALL CALVES USED 8; TOP CM'AG SPLICES AAE HOT PEC,WAEUDED TO r.C:Rt 1%114: OP.MALL CP B KlIN t$MOE PS SP arEO 19' o c INA/., IEWCPAP, DPACIHS SMG•!LG BE 00HE III AC`PUur•:E MIT" FOP DESISUAPE BASED 0(1 THE LATEST E0It1.7H GF THE ILA- GIPECIL` 'XII A 8017:;4':OPG SPLICE. "HLESS rt%tU C•1HEPNISF CIpPE(IT TPI WACIliG MG EPEC-11,71 P_'BIICATF9 S- IIDt/Al LE51:4$ST AIIGAADS PUBLISHED Br THE/011011AL ^/ I-2000 APPAD4AL If_VNtFAS t�BC 2342. FMA ICB 2974. 50CC 1T:• ALL C:•HPPE SS IC•M t: -' D REIATTFnS ASSJMEG TO BE CC41111T,>DUSL415/ THIS GES11,H COODRVS 15 VLPPE/)T TPI DESISII SL`C"FICA- FOPEST rpOGUCTS ASSOCt Arml 7251. BMA FILE 06-125 e0ACE0 B+EIU4EA 7/B" MiH i PL/Niko SHEAIHIUG 112" MUS FO0 METAL Et AIE :C,tWE_tE0"000 If1L5SE5 ALA; 21 THIS DESIGN 15 BASED Oft.LAAF COxECTOP PLATES OCR+ At THIS 109SS HAS BEER DESIGUED F9Q THE LfiADIH6 SHOW) :M1UA OPIOALL OP BPACItIG 14EWFPS SPACEO At 16' 9— OUAL171 514"GAPOS F P YOUSSES. 3! COAtEE1CA PLATES 512ES APE BASED Pt AXIAL POKES OM.1, Ott THIS DPAMI11D. If ISIALLATICt1 Aft[USE S%ALL E(]Jf0 M ®MAP, Lx(LESS NOTED OTHEPWISE. 161 IUD KcABEn OF TME 3PVSS MAI BE CVT TP tAOCtFIED 1H 041 WAX, 4! COIMECT00 HATE SIZES AAE CALLED OJt WIDTH fAL'AOSS SLOTS? WITH THIS DESIVU 1,1 D8 (ffafCATES REAPP*LOCATIGH 17! SPECIAL —f4DLIU3 CAGE SHOOLO BE TAYEU Ct6+111S SHICPITKC,ATIO B'1 LE7MTH fALOHG 51.37S? A140 THE OPIEUTATION OF THE 91 THIS OFSTG4 15 APPLICABLE TU 5HDPTEP SPAR 1PJSSES DF D� EPE'- 2GN OF TP,65ES SEE H18-91 FOP PECC404E1X7AT70HS SIZEC 'i DMAO Df Itt PLATEW pEt1T ICAL lOPPITW�A COtf IGVPA71G0 -Ci;NFIGUPAi iCdl ASIG LOAGI))G ST?EC[T'IEQ Be FABPSCATOP ' -ADDITIONAL PLATUIG FOP HAUCt If4G TPUSSES IS PESPpISIBILITf OF FABPIC4tC•P, RUN 5-6-/ 4-if-12 4-3f-12 5-6-1 Plitt 1-5-J4 1-5-14 74 PLF Max Height 5-7-3 12 5x 5 � a& 3584 Y 12 3784 378/ Y Y 1D \ tik 793 193} f n 66# 1381 538/ 66+ + •`, � 950 46Q+� 13.5138% 13.5)3811 f 3x4 5x6 3x4 3x1 20 PLF 7-0-0 7-0-1 7-0-0 i-4-0 1-4-0 Forceefl-P) 2f-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WINO SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT, TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 6-30 It AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW, SEE NOTES to AND it ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 8 Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of ,069" (1/16). Index-"099. (L/36521 Maximum Total Load Oeflection of .109' (2/16), Index-.104, (L/2312) I REV 5— �-Q3 —J(QWtivtD ` ,,► CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 2110- COMMON T-19 DWG. e ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 N SP ENG, FOR: TRUE TRUSS INC - SDS 5 70 7 1801 S. GSM PKWY, SC LUMBER 2X4 f2 N SP PROJECT: CENTEX 3708 A+8 DATE: 25 Fete 1993 Z GRANO PRAIAI£. TX 75051 " OL TC LAYOUT 10: 11+o" ^�yt 1214) 660-3940 WEBS LL SC 0 - Ta K1; PLATE INSTITUTE Ise 33.33 OL BC t0 2X4 143 SP ADDRESS: SCALE: TOTAL 47 3/16 (� EXCEPT AS MAY 6E NOTED p -.r ,e 'A\ FP 1� pi6r "DG\\{S,r „' 0,31, ON+gloc 1.ib 5SE"t�q1 P.(\:\: SS'�O l\E►\Ntt b; o r.. ,6�`4 EDS 711 0E {P.fS gPS�atCF1 OF a{ a ,1P t Pi ► ,c,65 tt t'� Mr�PCF�4A`NP\1 a{NC.i Mt yFiA{F «N< o>EO 1 EPE` FSED 8� pD(i51&ill WtM1t/S \vftt1ti1M1��P' Opt I wtos S D �,�{Pt` .h►t r.\,� ,\wta goPc1\pM15E l.0►pS E5 11D tP�fS ' 5 a�5. yr E oa ,r+E {(M+ 1 ►A pE55 1qG If, t11 BaPt,Fo �tEEE ►p 016 t-xP n`a(t SAE BEP Sf Wat {w,E7� P�.'• :P(\�S t1•R P,ES 8E Pt G(� tcp SVE a(SH6 .. \<' Rr.E\\n\ .Ur't `•\n1.q.M{P 6�1NP 1tg1C _PEP tt S1PE PE .S` { A,'3 Sth-E P•tw it' .�� ?� 1HE�6►µ1P\G �k op" �.! �DPOES. iH►t d. {A ep gtFE t hSIV'sD f�pi,p U5E`' iV1fi 5 of E%ED"I"'VIE yl. �,,{VsA O,Got Ba,R HRS 0EE\165 P`Eaf 1.,• {EQ ypN1 i S V7SS1� S 0%.V 11"t 11"t" (\ 1N111.S5{gJSW►MSiV 1 aH-E 1G.1P�D{1 uPItMJN1PEs5 r 1 EDS ,y►t( IB1 7\t1a jNS5 DES PvoEt' Dpt6 P cN P Nky600 p151.i 1 D Lr txE 0.►1E5 9 aA'� �5. M1,+15 pESt�1 ES tH+ t 1A Q1.f EHt- 'PE 6►j p►PD'tSa, f}AEGtOP�,cCb'DE SS 9-0 DES, sill't5 aSs,c t a 6ra5ED a1i►MID�� 10F Ile g\►E � 0a`'ED t R� µFED Qrjl alto+ 7ESt o1 SS 5 St2E tPE C OP aA�50P PE OE S,0 S� P,p`HE aEc1cp taLo 205+ A-2'0 'C 51i t95,�% ZA01 S3. VS-A Vol, AxZ 2t+ l3 51OSx 12 D PLf ~ Fort,s\E`P; 3xA � a�3 Lo5E� CaDf-g�C� X9911 �QCR��QN 1� SYpE• ELDLNg 5UPp � N "' 1 s2 piN4 pA� gU1 ASN LpN• p1S z- " ,,4wo gU1 g`ANo 110 M 3 F�ee AP' W SNo G QEAEOUtAEµE 6 e LINO pd Fp•NEI N�•1981�jIPEU' p6R11 LOW a* 3- - N pa \,001� S 104 S aeo ve 014 pA SNS 2'Y�2 n-A.o V�INiw VVE11 to potES to SFE 0 by pm ,o%^t #3.14J3j12o91 G V3 j"2� b 1g93 tt p1•p1 1L/ S,i,C�3 gl� ca NDN' SOS E 215 �0/161. IttdjrdeX. � tAv`'S g X1mu� de OeE;e 11``101 of o. 10 161• SE G5�Ofr NSEX 3106 i m�1VB on `,n` o8d o 8 18 PPp".40ui.1°• Max1'"lm�o' torn �P XA t2 µ SP �°oP'ESS• � 2 06 00\04 2 XA t2 � SP N0 tfug985: Sp AGING °yD X03° `vMBE 2 2XA #3 µptE°/ �A1E tY Q °,C• 0-0 011-0G 1� WEBS E A'S p1D �BE V 3Q0� 0- At Al " APR- 23 - 93 PRI 13522 TRUETRUSS P . 02 TRUSS TIE DOWN STRAP v rroAdee addtd W Vamod roa*wwo to wtnd vppR b aocum raRors and Kom 4 wd sw&top vW"or ooncroto do boom "w" uru" MAfL m "OR OAUGi IM D.F. >IC11ED= CARTON 2 s'� mm ti 9e. 1300 i.tbd 26 dktb 2:'e HDPM 11 9L 1626 10-16d 26 See General Nota 11. BanW Strep HOP S puss SPECIFIC� FOR ectilcattons are ed above. tneer whose seal Is ro ect f the professional Eng These s $ Department of a ilst of truss speclitcatlons for the P and Sules of the Florid The numbers listed below are usunder the responsible pteg47i attached herewith and have been prepared agi eet In accordance with Florida Statute Chap Prof9ssionslon l R"Wation Chapter 21 H-23. Prote 1 1 0 1 of 2 1 1 1 0 2o 2 firt• ' y w ` . cr �':FRE 0!�a✓ -/I LudEAr YHALL SE OF THE SPECIFIED NININM GRAOES. 651 CONNECIOR PLATES SHALL U INSTALLED SANITRICALLY ON I) THIS 0E5)w IS APPLICASIE 10 SHMI£R GPM TRUSSES OF 131 �0' NDIGiss LATERAL GRACING NEu6ER T/AA MIN.) welts. MQ NAAININ NOISTi/NE CONTENT. d1 SUCH THAI INE JOINT. 10ENlltAL LOADNNS AND COPA*I pIAAI1pN, IN INSTALLATION AAD EAECIION OF SHE TWA& K11^0601, AND IS OF HIGNtP ALLOMAILE$10966 VA1L46. ALL VALUE0 VSEO 6) lop POO$mien ARE NOT RECDMINOEO SO OCCUR 1DI 1K lOP CHOFO SnALL K LAtERA4LY MAMO E11.4R Ov 3!6' 4HPORARI GMCENO 6NQLO K 00(1 IN ACCOIDANCE all" FOR DESIGN AM IAAEO ON INC LATEST 901110"OF IK NA- 0101E00 Alloys A"Ito"CHORD SPLICE. /NIN.1 SKATn1NG 04&RKI(O NLN"ft&PACED AT 3'-0' O.C. CUMENI TRI&RACING AND ERECTION FUILTCATtOd. AL DES36H STANDARDS NALIS190 61 TK hAtt ONAL 71 V-2000 APPROVAL HVNOEAM VIC E14L FM 101 9014. WC (NAY.). IW TnIS OESION C@lORtS 10 CUM"I 1P1 DESIGN SPECSFICA- FOREST PROOUCtS ASSOCSAtION, 7261. SOCA FILE 16-126 Il) 104 AGITON CHM SHALL EE LAIERALLY GRACED EITHER OI ISO"$$FOR METAL PLA1E CDNNECIEO 8000 TRUSSES AND 2) 1-IS DES14N IS USED ON CLARY CONNECTOR PLATES ONLY. 0) THIS l^SS TIAS BEEN DESIGNED$CA THE LOADING StO M 1/2"P4IN.1 9A UALL OR SAACING LENDERS SPACEO Al 34'-0' MUL11Y STANDARDS FOR IRUSM:S, 31 CON EC10R PLAIES SIZES ARE SASEO ON AXIAL FWAS ON4Y. ON THIS ORAMNAi. INSTALLATION AND USE"Lt.COiOM O.0 (NAI(.). 16) HO NEL6£R OF THE TRUSS NAY"CVT 01%MODIFIED IN ANV NAY. 41 CG(41C10R PLATE St2Et ARE STV£N 60 DEG. AXIS,IY 0 DEO. "TTN THIS DESIGN. 121 ® 144 ICAIIA GEARING,LOCATION. ♦XIS tan. 6v HOPIE I. -Odd Web Length Maximum deflection occurred at bottom Joint 095. -CONFIGURATIOH S LOADING SPECIFIED BY FABRICATOR. Plate turned 90 deg. Maximum Live Load Deflection of ,19% Index-.335. (L/1072) -PLATE TOOTH VALUE REDUCED BY 15%. P,TypiCal Panel Maximum Total Load Deflection of .261% Index-,307, (L/781) -HORIZ. STRONGBACKS PEA PCT-80 SECTION 800 RED. Total quantity of trusses - i PL m X InIC) N In In LLX7 )) 1 1a• T_ • Tn rn Gn M rn v Co v M Ih 1x7 In m R=1036 rxn RR1016 (3.5) (3.51 1s-:1-12 7P�-23.5" PLF HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left-to Right) OP -1275 -2950 -3850 -4033 -3489 -2209 0 ESS -1009 '1529 -1322 620 -780 371 -333 -98 137 -559 596 -1041 1087 -1629 -104 OT 0 2309 3560 4110 3926 3023 1359 CLARY A Division of PLATE TYPE! O.C. SPACING LOADING tPSF) TC LUMBER2-4x2 i2 D8 SP DESCRIPTION 16.11-3/4' GARAGE HEADER z-D-a w ALPINE ENGINEERED PRODUCTS Ir1t V-2000 40 $801 S. CIAEAT SOUTHWEST PKWY. 0 5. LL TC10 BC LUMBER 1-4X2 !2 DS SP ENG, FOR ENt3 8 GRAND PRAIRIE, TX 75051 DL TC 0 TRUE TRUSS INC. SOUMCE Program (214) "0-3940 LL 8C WEBS 4x2 #3 SP 568 Si 33% oTA�g Pict: MASTER - ATFO6 OCT 1992 �h EXCEPT AS MAY BE NOTED 11 as 0401110, a ematiM KAKI a0u w l"110I 9"041610"1 in Is Vols a51401 is heft)"R8 10 fmp1114 Vw I&AUS of Ila .01.01"Ics Uttwk VI www" Ill4 low) Amo—Inlet nlisTw tS~. N III Tn►T M.amt. sllfrilcaL 1o.01im11 Amo"W ISLOAT►o.. 04 pis NLlAllel we VEC11ta v IK r\sL 60m1mM.9 1. me 1 w+uw,.c&IMM VMAI . sal VMLOS SSO q TOP DSPs SR ASS 09 SW Astsm'Na9s IS SCM w 111 w DW#101 K LAuadla.DMI 9hss h an• 18.PSnM1 MAGUS SNOBS Sl we M.&colo"=.►w/ xiiw lSAKS y&%DAn s T�Oras%d OIilatiwJiL 106. 11 w�APPI wtiroa 0000 r O. Firw Iu wl4 a" III! s4n.1w rl wct.o«t+[m vias►i a'S• S.c. 01111100011►,1 imIs otS,Ni111 cwttw iia om in -1 MA,wvgctiaL- .u00•KIS AriatlATUmt. PUI. OWA 0I&A•a-/» T►1 "901100 esus swc 09 L01110 a ANI gilt"01 Ties aa1.S1o.lvil Cb94ciss so"114"0 Al+ 1141 is safe M QM tsMClss TIAT/a Kv, 0 iris vasa«Al ltln W11180001 1811 Vol►SAslr9 s>rmw sirloin.) NWWLL M YIAtius baagnl!PACTS AV H•-0• SUm<►T1 aT+macros ro0 104mus. ' al PU11S SINS w Sas"M AXIAL 11"98CJZS&1 M esl 011I I./T$IAIIe.AND UK &I fpIS10 s.0w1a.1. ►M M NOW*M we Taal"I a p4 M"OMI►s Is M No. 00 ft All SIDS Ml SITOa M SFS. AXIS 01 S CM. alas vols 1/918N. LO ® I0e3CAV94 001nnn9 L14 IoO. IN. s+Issas 1. bd Web Length Maxleum dtf)ectlon occurred 6.72' from the left and Of bOttOS pant) 04. -COWIGURATION It LOAOINO SPECIFIED BY FABRICATOR. turned 90 deg. Maximum Live Load Deflection of .2340. IndeX-.414. (L/871) -PLATE TOOTH VALUE REOUCEO /Y 1S%. :81 Panel )4axlwuw Total Load Oeflectlon of .322% Index-.379. (L/633) -HWIZ. STPOKBACxS PER PCT-80 SECTION 800 REO. Total Quantity of trusses No 1 175t i r 01 in 40 ul r7 uT to i'n in N +0 1"n of K x x >< x x At x x x x x x Illi 10 N h N in N in Al in N In N /0 #� i _ t K so III n In in io if 1 i A•1'.160 KI A 13.5) 13.51 • 1 L t TR AS ANALYZED WIT" PPSA3 a (Left to Right) -2280.--2280 -5107 -5182 -6017 -6617 -6617 -6517 -3182 -3182 -2280 -7280 -1533 7653 -iM0 •1975 150 -219 -1088 645 -219 -210 -210 -219 640 -1088 -219 1329 -1973• -249 2693 -1333 O . 3915 6003 6700 000.1 3916 0 r A 0I•►slow at 'tA78 TYM S.C. SPACING LOAtI99e VWI Tc LUMWA2-1x2 12 Eis SP o[icRr►T10N HE D 16.11-3/�/• GARAGE HEADER A a1NE wo PAC&JOTs ins w200D 2-0-0 40 S. OREAT 90VIN KST P"j. S.0 LL TciO OC LIA 02-4x7 12 Cs SP ' sM, roalc a r11AT1iTE. Tx 7WO1 a Tc 0 MEa» TRUE TRUSS INC. Program 0 660-MMM 4x2 13 SP iER TAI PLAT[ TNSTTTVTt 1122 at 33X TL 3 ►wo��Ecr: MASTER - d OCT 1992 EXCEPT AS "AV we NOTED •�„ �� 1.Do be aA or gnu trusses 14 TRUE TRUSS wriree pmimw HANGER'S boa true Toni 2 Tnam win be built it 2X6-8 :bw mieg:ae wn m od 2X18 ever .... ..: 4 X 18 Dgtc............:.... CUSTOMER G JOB NAME_3. --0- 50 RUE=TRUSS: s �;el IfCFNlOe er'UYW a MSSES, Iel�jtltFlf ARC A vxmtl CALL`•1LE mm ;ftft!1[2 Tr5TFUC71pt4IUM SK E. 1 ( # or °r KV t,f 9' • i ' JEq(3?�O)AL? 5rF6 a T 13 7 3EA(57-0', AULJ 5PF6' IEA( W-0") SGEL • r a PL i i.J. 611rt:s1D Alco W, 1 �! -1 lEJI(2 -9 sok AFa 0 rRA . rLALJ 1 r pcAUJ2-- - -- - • • ' s _ � T�~•cy� .._+•SSr r •�•` ��' :`. 1�f�.,'••{..+::7,,;.o •'j i+ti a}�..•,�1 r.��::-"t�% .i.yG.�L: _:� r. .. 3 TRUSS SPECIFICATIONS FOR CENTEX 3708 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 15415 1020 REV 1 5-1-1993 15415 2020 REV 1 5-1-1993 15415 3020 REV 1 5-1-1993 15415 4020 REV 1 5-1-1993 15415 5020 REV 1 5-1-1993 15415 6020 REV 1 5-1-1993 15415 7020 REV 1 5-1-1993 15415 8020 REV 1 5-1-1993 15415 9020 REV 1 5-1-1993 15415 10020 REV 1 5-1-1993 15415 11020 REV 1 5-1-1993 15415 12of20 REV 1 5-1-1993 15415 13of20 REV 1 5-1-1993 15415 14of20 REV 1 5-1-1993 15415 15020 REV 1 5-1-1993 15415 16020 REV 1 5-1-1993 O .. 15415 17020 REV 1 5-1-1993 �iQ •• `�4� 15415 18020 REV 1 5-1-1993 ,� 8 15415 19020 REV 1 5-1-1993 15415 20020 REV 1 5-1-1993 �• �{/.�� 1) LL44MA SHALL,BE OF THE SPECIF IEO MIHINJM GRADES. 5! CONNECTOR PLATES SHALL BE HISTALLEO SIWETPI'ALLI 011 10; ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTPAf0'JSLI 13! - INDICATES LATERAL SPACING MEMBER (1X4 MINI.; SPECIES. AND 1911 MAXIWJII WJISTUAE CONTENT, OR SJCH THAT THE JOINT. BRACED By EITHER 3/8` tMIU! PLINOOD SHEA7H1163, 112' 141 INSf ALLATIGI MD EPEC7IG1 OF THE TPJSS. PERMANENT, ANO IS OF HIGHER ALLDMABLE STRESS IALUES, ALL 4ALUES USED O; TOP CHCPO SPLICES ARE NOT PECGMIENDEG TO GCC'JP IMIH; DRIMALL OR BRACING MEMBEPS SPACED 20' P [. IMAX), TEMPCAARI BRACING SHUJLD BE DONE 114 ACCGPOANICE WITH FOP DESIGNAPE BASED ON THE LATEST EDITION OF THE HA- GIRECTL'I ABOVE A BOTTOM CHORD SPLICE. 'a&ESS 140TED OTHERWISE. CURRENT TPI BRACING ANO PUBLICATIONS. PUBLICATIG . TIONAL DES IG14 STANDARDS PUBLISHED 91 THE NATIONAL 7s V-2000 APPPO'/AL frJMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE C044TIMAU%+/5i THIS DESIGN CONFORMS TO CURRENT TPI OESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 06-125 BRACED Of EITHER 3/0' :MIN.) PLINOGD SHEATHING. 112' TIC445 FOR METAL PLATE COIECTEO WOOD TRLSSES AND 2) THIS DESIGN IS BASED ON CLARI CONNECTOR PLATES ONLY. 8) THIS TRUSS HUS BEEN DESIOf1EO FCA THE LOADING SHOWN 'MIN.) DRINALL OR BRACING MEMBERS SPACED AT 16' O.C. GUALITf STA1DARDS FOP TRUSSES. 3) CONNECTOR PLATESSIZES APE BASED M4 AXIAL FORCES ONLV. all THIS DRAWING. 111STALLATIGJ AND USE SHALL CCFOIM IMAX!, UNLESS 140TED OTHERWISE. 16) ID MEMBER OF THE TPJSS MAI BE CUT OR MODIFIED IN ARI WAV. 4! CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH IACRGSS SLOTS} WITH THIS DES1614 12; ® INDICATES BEARING LOCATION 17) SPECIAL HANDLING CARE SHOULD BE TAKEN GRN43 SHIPPING AMD 8'I LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9: THIS DESIGN IS APPLICABLE TO SHOPTEP SPAM TPJSSES OF EPECTIGI OF TRUSSES SEE MI0-91 FOR RECOMMENDATIONS SIZE C U ___ IDENTICAL LOADING MNG COFIG'URATIO4 �� -CONFIGURATION AND LODGING SPECIFIED BY FABRICATOR -ADDIT I ORAL PLAT1145 FOR HANCLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. A ( -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PPO'JISION FOP THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. N -FALSE BOTTOM CHORD INFORMATION FALSE. BOT 21-0-0 Off LEFT VERTICAL SPACIIIG-4-0-0. USE MINIMUM OF 2X4 PLATE FOP FASTENING FALSE 001 CHORD VER7ICALS. USE 3X4 MIN. FOP SCARF 011 FALSE BOT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BGTTC14 CHORD MUST BE BRACED WITH 1x4 CONT. LATERAL BRACING AT 24NO.C. MAX SPACING. 3-6-0 RUN 5-5-6 5-0-10 5-11-7 6-1-3 5-11-7 5-0-0 RUN 130 1-5-14 02 02 02 02 #2 1-5-14 74 1 74 PLF Max Height 5-7-3 32-t-O 920 12 Q 6 3160 12 4 12 Q 6 D35G,# 617# 783/ 6538 6 p SI�i 378♦7Xg in X 3x4 l74I Ste 191# # 1660 211► 3711 470 n 1011 1381 1 4n 25821 1n I I 20090 13.5)51 tIfte m w 7x6 3W5 �1 3x6 13.5139% 3x5 5118 a 3.43 { 12 20 35 20 PLF t 3-6-0 10-8-0 5-11-7 5-1-3 5-11-7 5-0-0 32- -0 a 220# 1-4-0 1-4-0 37-0-0 Force5(L-R) l 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: 94¢3 Al AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: f Special Loading: Refer to Loading Diagram Maximum deflection Occurred at bottom joint #4. FASTEN TOGETHER WITH: 2 Members Required Maximum Live Load Deflection of .558' (9/16). Index-.452, (L/796) TOP 10d NAILS 12'O.C. Maximum Total Load Deflection of .874" (14/16). Index-.472. (L/508) BOT 100 NAILS 12'D.C. RECOMMENDED CAMBER: .47" WEB iOd NAILS 12O.C. 1� REu (-q3 rt4-> CW10D�;ASTEN AT OR NEAR ALL PANEL POINTS. 0 Nyy1 OT NAIL OR BOLT THROUGH TRUSS PLATES. L "T CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 3710' HG-5 T-1 O1WGG. IF ALPINE ENGINEERED PRODUCTS IncV 2X4 /2 Os SP ENG. FOR: TRUE TRUSS INC - SOS /�4 1801 S. GSW PKWY. 2000 2-0-0 LL TC 30 BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 ' GRAND PRAIRIE, TX 75051 7'0 DL TC 7 2X4 /2 N SP OF �1 0 1214) 660-3940 PLAT�AREA- INC.�iSR L LL BC 0 WEBS LAYOUT I0: LV 608 ' DL BC 10 2X4 i3 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 � t i 1' I! LUMBER SHALL BE OF THE SPECIFIED MINIMJM GRADES. 5! CGNECTOP PLATES SMALL BE IIISTALLED SfMETPICALLN Oil 10) ALL TEfl51O1 CHORD MEMBERS ASS'JMEO TO BE CON711Ax1'JSLN 13) / INDICATES LATERAL BRACING MEMBER flX4 MIN.! SPECIES. ANU 191 MAXIMJM MOISTURE COITEHT. OR T-ICH THAT THE J3114T BRACED B+EITHER 3/8" IMlll) PLIW000 SHEATHINW. 1/2' 14) INSTALLATIGI A14C ERECTION OF THE 7AJSS. REgM,,ENT, MD IS GF HIGHER ALLDWABLE STRESS'NALIES. ALL VALUES USED Si TOP CNCPD SPLICES APE NOT RECGO04EHOED TO CCCJP (MIMI DP'IMALL OR BRACING MEMBERS SPACED 10' o c IMAX;, TEMPCPAP,SPACING SN&JLO BE DOE IN ACCCfgDA"CE WITH FOR DESIGN ARE BASED CHORD THE LATEST EDITION GF THE HA- GIRECTLV ABOVE A BOTTGM CHGSPLICE. :./ILESS MOTED OTHEPMISE. CURRENT TPI BRACING AID ERECTIC4 PUBLICATIONS. TTONAL DESIGN STANDARDS PUBLISHED Of THE NATIONAL 71 V-2000 APPROVAL IfJMBERS: J9C 2342. FHA TCB 2014. SBCC 11) ALL CGIPRESSION CHORD MEMBERS ASSUMED TO BE CONTIRJOUSLX15l THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. SOCA FILE 66-125 BRACED BB1 EITHER 3/B' 'MIN.) PLIMCi00 SHEATH114G. 1/2' TIOLSND NS FGR METAL PLATE CCUHECTE6 WOOD TRSES A 2) THIS DESIOI IS BASED ON CLARO CGfECTOP PLATES ONLY B) THIS T1I'JSS HAS BEEN OESIGIEO FOR THE LOADING SHOWN 'M1".) OPNNALL OR BRACING MEMBERS SPACED AT 16' o DUALIT/ STAflOAROS FGP TRUSSES. 3! CONNECTOR PLATES SIZES ANE BASED ON AXIAL FORCES ONi/. OI THIS ORAWIIIG. IIISTALLATIGI AID USE SHALL CGNL NFORN ;MAX). UNLESS fDTEO OTHERWISE. 161 NO MEMBEP GF THE TORS MAX BE CUT OR MODIFIED IN ANO MA+, 4! CO/EC70A PLATE SIZES APE CALLED O'JT WIDTH IACROSS SLOTS? WITH THIS DESIGN 12) ® INDICATES BEARIHO LOCATISHOULDAM I 17) SPECIAL HMIDLIND CAPE SHOULD BE TE"OUPINM SHIPPING AWO 8,LENGTH IALOING SLOTSI ND THE OPIENIA11.OF THE 9j THIS DESIGN IS APPLICABLE TO SHORTER SPAN TPJSSES OF EPECTIOI OF TRUSSES SEE HIB-91 FOR NECCMNMEHOATIONS J TLENGTH. IUHTICAL LOADING MID CONFIGURATION. -CONFIGURATION AND LOAOING SPECIFIED BY FABRICATOR -ADDITIONAL PLATIING FOR HAICLIHG TRUSSES I5 RESPONSIBILITY OF FABRICATOR. -THIS TRUSS 15 DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTIOf1 OF PC41DING MUST BE MADE AND IS HOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -FALSE BOTTOM CHORD INFOPMATION FALSE BOT 21-0-0 ON LEFT. VERTICAL SPACING-4-0-0. USE MIHIMUN OF 2X4 PLATE FOR FA57EIIII10 FALSE BOT CHORD YEPTICALS. USE 3x4 MIN. FOR SCARF O4 FALSE BOT CHORD. '. TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1x4 COAT. LATERAL BPACIIIG AT '(,NPO.C. MAX SPACING. 1-6-0 3-4-e RUN 5-5-6 5-0-10 4-5-2 4-6-14 4-6-14 4-5-2 3-7-8 RUN 74 PLF 1-5-14 1-5-14 max Height 5-7-3 12 6 12 2420 Q 6 4219# 3330 338# 333# 2891 4 4 4 4 12 V x 3700 \ 2480 6 D 6x10 3x4 N 3x4 s{B + \\ 123# 2fi3 191 r � a n 91# 900 1131 560 in 101* 11B# in f 17110 m l�io 17120 13.5167 6x7 3z5 3x4 axe `�, 13.5149X 3x7 12 20 PLF 1-6-0 10-5-0 4-5-2 4-6-14 4-6-14 4-5-2 7-0-0 02 02 02 02 #2 e2 1-4-0 1-4-0 37-0-0 Forces(L-P) P 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: 7 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 #4. Maximum Live Load Deflection of .537' (9/16), Index-.436, (L/827) Maximum Total Load Deflection of .842' (13/16), Index-.455, (L/527) RECOMMENDED CAMBER: .46" He, GIn CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' H-7 T-2 DWG. # ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 3p 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - SOS 1S tit S 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRANO PRAIRIE. TX 75051 7.0 OL TC 7 2X4 Y2 Ds SP LAYOUT ID: OF U (214) 660-3940 L A' A: N . L LL BC 0 WEBS 990 OL BC 10 2X4 #3 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: I1 TOTAL 47 EXCEPT AS MAY BE NOTED 1/B I �11 1) LUMBER SHALL BE OF THE SPECIFIED MINIM_"GRADES, 5! CONNECTOR RATES SHALL BE ItIStALLED SIMMETAICALLI ON 10! ALL TENSION CHORD MEMBERS ASSUMED TO BE CO TIM)OJSL H 13! -A' INDICATES LATERAL SPACING MEMBER (1/4 MIN.; SPECIES. AND ISN MAXIW-04 MOISTURE CONTENT, OR SUCH THAT THE JOINT SPACED BY EITHER 3/9" MIN) PLIMOOD SHEATHING, 1/2' 141 INSTALLATION MD ERECTION OF THE TRUSS. PEnMMENT. MD IS OF HIGHER ALLOWABLE STRESS VALUES. ALL #ALUES USED 5, TCP CHCPO SPLICES APE NOT PECOY.ENOED TO C!-'C'JP (MINI OR'IMALL OR SPACING MEMBERS SPACED 10' a [MAI:. TEMPC41API SPACING SnpJLD 13E DONE IN ACCGMGANCE WITH FOR DESIGNAPE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. :LA DESS NOTED OTHERWISE. CURPEIlT TPI BRACING AND ERECTION PJBLICATIrNS. T TONAL DESIGN STANDARDS PUBLISHED Of THE NATIONAL 7N V-2000 APPROVAL NUMBERS: 'OBC 2342, FHA TCB 2014. SBCC 111 ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE COMTIMJOUSLYI5) THIS DESIGN COIF ORAS 70 CURRENT TPI DESIGN SPECIFICA- FONES7 PAOCACIS ASSOCIATION 7251• SOCA FILE 66-125 BRACED BV EITHER 3/B" IMIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED HOOD TRUSSES AND 2) THIS DESIGN 1S BASED 014 CLAN CONNECTOR PLATES OlY BI THIS TRUSS HAS BEEN DESIGIEO FOR THE LOADING SHOWN MIN.) OP/MALL OR BRACING MEMBERS SPACED AT 16' P.C. OUALITI STANDARDS FOA TRUSSES. 31 C04ECTOA PLATES SIZES ARE BASED 014 AXIAL FORCES ONLY. 014 THIS ORAWIID. INSTALLATION MD USE SHALL CONFORM HUN). UNLESS NOTED OTHERWISE. 161 lO MENDER OF THE TOMS MAH BE CUT OR MODIFIED IN M40 MAH. 4! CONNECTOR PLATE SIZES APE CALLED OUT WIDTH (ACROSS SLOTSI WITH THIS OESIaN 14 ® 1140ICATES BEAPItO LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN OAIIG SHIPPIne A BY LENGTH (ALONG SLGTS; AND THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SNORTER SPAN TPJSSES OF ERECTION/OF TRUSSES. SEE HI0-91 FOR PECCAOCOATIONNS SIZEITIC44 Of THE PLATE LENGTH- 1 COtIFIGURATION, -CCAIFIGUPATION AIN, LOAGIUG SPECIFIED Be FABRICATOR -ADDITIONAL PLATING FOP HANOLING TRUSSES IS RESPDNSIBILIT/ OF FABRICATOR. -THIS TRUSS 15 DESIGNED r1LY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF POURING MUST BE MADE AIID IS NOT THE PESPONSIBILITI OF THE TRUSS FABRICATOR OR CLAPY. -FALSE BOTT014 CHORD ItFOPMATIOI4 FALSE BDT 21-0-0 ON LEFT. VERTICAL SPACING-4-0-0. USE 14INIMI-R4 OF 2r4 PLATE FOP FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 VIII. FOR SCARF 014 FALSE SOT CHORO. • TRUSS BOTTOM CHORD ABOVE FAL BOTTOMCHORD MUST BE BRACED WITH 1x4 COINT. LATERAL BPACIFIG AT Z O.C. MAX SPACING. 3-4-8 2-10-0 2-10-0 PLON 3-7-6 4-0-0 5-8-0 5-8-0 4-4-8 4-7-8 RUN 12 #2 #2 #2 #2 02 #2 74 PLF 1-5-14 1-5-14 Max Height 5-10-3 12 Q 6 253# 3151 419# 315/ 267# P _•� 27319711 `� 322# 12 5" 3x4 3x4 3x4 M \ a 6 248/ 123t 113# 113# 145# 860 66# 108# N PI N 1712# M 1 1 41 17110 (3.5167 7x6 3x4 5x6 1�„ 13.5)67% 3x7 5x8 0 3 3x8 12 20 PLF t I 7-0-0 4-0-0 5-8-0 5-8-0 5-8-0 9-0-0 1-4-0 1-4-0 37-0-0 Forces(L-R) !J� BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REWIRED: 28 O 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 #4. Maximum Live Load Deflection of .334' (5/15), Index-.271, (L/1329) Maximum Total Load Deflection of .524' (8/16), Index-.283, (L/847) -- -- �� eco S-I-a3 vl" CW IND CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' H-9 T-3 OWG. # ALPINE ENGINEERED PRODUCTS Inc Vj!000 2-0-0 LL TC 30 2X4 #2 OS SP ENG. FOR TRUE TRUSS INC - SOS S��S 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRAND PRAIRIE, TX 75051 7.0 DL TC 7 2X4 /2 N SPl (214) 660-3940 PLATE AREA[ INC FOR STL LL BC 0 WEBS LAYOUT TO: 3 OF Z� / 4• IME MBER TRUSS PLATE INSTITUTE 718 ' OL BC 10 2X4 #3 SP ADDRESS:33.33 SCALE: TOTAL 47 EXCEPT p5 MAY BE NOTED 1/8 1) LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRAOES. 5! CONNECTOR PLATES SHALL BE (INSTALLED SIWETPICALLI 011 10: ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTIIAUO'JSLI 131 .0- INDICATES LATERAL BRACING MEMBER f1XA MIN.) SPECIES. AND 19%MA/11094 MOISTURE CONTENT, OR SUCH THAT THE JOINT. BRACED by EITHER 3/8" IMIN! PLIMOOD SHEATH1113, 1/2' 14! NISTALLATIGI MD ERECTION OF THE TRUSS, PEPMAENT• AIG IS GF HIGHER ALLOWABLE STRESS 'NAVES. ALL VALUES USED 6; TOP CHCAO SPLICES APE HOT PECCAFENOED TO OCCUR IMIN; DR'IMALL OR BRACING MEMBERS SPACED 10' 0 c. (MAX:. TEMPGNAPI BRACING SHOJLG BE DOE IN ACCORDANCE WITH FOR DESIGN ARE BASED O1 THE LATEST EDITION OF THE HA- GIRECTL'I ABOVE A BOTTGN CHORD SPLICE. UNLESS NOTED OTHERWISE CURRENT TPI BRACING AID EPECTIGN PUBLICATIONS, TIONAL DESIGN STANDARDS PUBLISHED Of THE NATIONAL 7) V-2000 APPROVAL NUMBERS'. BBC 2342, FHA TIB 2014. SBCC 11) ALL CCNWRESSIGN CHGRO MEMBERS ASSUMED TO BE CGITIN1JO95L.1151 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATIOH. 7251. BOCA FILE 86-125 BPACEG BV EITHER 3/8" IMIN.) PL+MOOD SHEATHING,. 1/2" TICK CONNECTED AND FDP METAL PLATE CONCTED WOOD TISES 2) THIS DES(GI4 15 BASED ON CLAP?CONNECTOR PLATES GLY B) THIS TIIJSS HAS BEEN DESIGNED FW THE LOADING SHOWN ;MIN.) DR(NALL OR SPACING MEMBERS SPACED AT 16' 0.c. DUALITI STA4DARDS FCA TRUSSES. 3) CO MECTOP PLATES SIZES ARE BASED ON AXIAL FORCES OLV, ON THIS DRAWING INSTALLATIGNL 4 AND USE SHALL CONFORM :MAA!• UNLESS VOTED OTHERWISE. 16) ID ME14BER OF THE TRUSS MA'/BE CUT GP MODIFIED IN ANI MAI. 4) CONNECTOR PLATE SIZES ARE CALLED OUT WIDTH IACPOSS SLOTS; WITH THIS DESIGN 12J ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CAPE SHOULD BE TAKEN CURI143 SNIPPING AMD By LENGTH (ALONG SLOTS; ND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTIGt4 OF TRUSSES SEE HI0-91 FOR PECOWENDATIOIS SIZE [ D C -CCA IF IGURATIOI Ftp LOADING SP C[F IED BY FABRICATOR -AOOITIDNAL PLATIIIG FOR MANGLING TRUSSES IS PESPOIISIBILITY OF FABRICATOR. N -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PPOVIS[O4 FOR THE PREVENTION OF PCA40114G MUST BE MADE AND IS NOT THE RESPONSIB[LITV OF THE TRUSS FABRICATOR OR CLARY. -FALSE BOTTO4 CHORD ItIFORMATION FALSE BOT 21-0-0 ON LEFT. VERTICAL SPACING-4-0-0. USE MINIMU44 OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. USE 304MINI. FOR SCARF ON FALSE BOT CHORD. 7 'f PUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MAST BE BRACED WITH Ix4 CONT. LATERAL BRACIIIG AT IAN O.C. MAX SPACII4G, 3-4-8 RUN 3-7-8 6-0-0 4-3-7 4-5-3 4-3-7 5-4-8 5-7-8 ALIN 1-5-14 1-5-14 74 PLF Max Haight 5-10-3 12 Q 6 381# 322# 322# 3570 + + + In 12 5 i 5 SAIc 3471 3960 6 p 2480 \ 197# N7 A \ 1230 o `�'►3 9* \� N 103t 107# 87# 1510 106# 660 ROB# 4D \•.. * 1712# I m o f71It (3.5167 m lf I o (3 5)67% v 7x5 3x4 5x6 :. 5x8 a 3 3x7 3x8 12 20 PLF 7-0-0 4-0-0 6-3-7 4-5-3 4-3-7 11-0-0 1-4-0 37-0-0 1-4-0 ForC#91L-P) BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 q* MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: rT;U it 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 Ii4. Maximum Live Load Deflection of .288' (5/16), Index-.234, (L/1542) Maximum Total Load Deflection of .452' (7/16). Index-.244, (L/982) t� I Hr, CWrND) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0* H-11 T-4 OWG. 0 ALPINE ENGINEERED PRODUCTS Inc2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SDS S S V2000 2-0-0 LL rC 30 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X4 Y2 N SPLAYOUT TO: +OF2 (214) 660-3940 U: TNC.—F0a STI. LL 8C 0 WEBS IIJJ 664 ' OL SC 10 2X4 03 SP ADDRESS: SCALE: ,MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED lIe I? LUTA%aSHALL BE OF THE SPECIFIED MINIWJ4 WE ADES, 61 CONNECTOR PLATES SHALL BE INSTALLED SIMTPICALL,OI t0) ALL TENS1011 CHORD MEMBERS A5S;A4=0 TO BE CONTIt$UMJSLI 13! 0' 11401CATES LATERAL BRACING MEMBER 11X4 MIN,! SPECIES, ANO 191 MAPIWJM MOISi'JRE CONTEIII. OR SUCH THAT THE JOINT BRACED By EITHER 3/8' iM110 PLIWOW SIEATHINu. 1/2' 141 HISIALLATIGI AND ERECTION OF THE TRUSS. PERMAN4ENI, AID IS OI Hi GIEP 40MABLE STRESS IALIES, ALL /ALUES USED BI TOP CHX'4+O SPLICES AME NUI PECU44I1010 10 OCC'.* IMINr DRIMAIL OR BRACING 04H19FR7 SPACED 10' 0 C IMAxi. I1WWAP, BRACING SnC/AG BE 0019 111 ACCC4TGAnCE MII,1 IM DISIOI APC BASED 011 THE LATEST EDITION OF THE NA- OIPECIL', ABOVE A 501 I,/M CI10R0 SPI ICE. 'J14 ESB NOTED OT EPWISe, CU+PENT IPI MACAW AID(PECIIGN PUBLICAIiOM. TIONAL DESIGN 5TANDARO5 PUBLISHED of THE NATIONAL 71 V-2000 APPROVAL LMMERS. UBC 2342. FHA TCB 2014. WCC 11) ALL COMPPESSIOI CNGM MEMBERS ASSUMED TO Be COn1N.A'JSLtlRe 51 THIS DESIGN CONFORMS TD CUPHT TPI OESIGI SPECIFICA- FOREST PRODUCTS ASS3CIATIOPI 7251. BOCA FILE 86-125 BRACED 01 EITHER 3/9- IMIN.) PLIWO00 SHEATHING, 1/2' TIONS FGR METAL PLATE CONNECTED WOOD TRUSSES AND 2) THIS DESIGN 15 BASED ON CLARI CONNECTOR PLATES ONLY. B) THIS TP,ISS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN.) DRIWALL W BRACING MEMBERS SPACED AT 16' O.C. GUALITI STANDARDS FOR TRUSSES. 31COYECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONL/. ON THIS DRAWING. INSTALLATIOI ALD USE SHALL COUNLESS CONFORM (MAX).IMAX). ESS NOTED OTHERWISE. 16) TD MEMBER OF THE TRUSS MA/BE CUT O1 MODIFIED IN AU(MAI. 41 CONNECTOR PLATE SIZES ARE CALLED.TIT 1010TH (ACROSS SLOTS) WITH THIS DES13N 12) ® 1HOICATES BEARING LOCATION 17) SPECIAL HANNOLINW CARE SHOULD BE TAKEN DURING SHIPPII13 A(IO BI LENGTH (ALONG SLOTS: AND THE ORIENTATION U THE 9s TnIS DESIGN IS APPLICABLE TO SHORTER SPAN TPJSSES OF EPECTIO14 OF TRUSSES SEE HLB-91 FOR PECOWEHOAIIONS SIIE CALL OUT IS THE DIFIECTIC44 OF THE PLATE LENGTH C NG CI G' -COIF IGURATION At•b LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILIT'v OF FABRICATOR. -THIS TRUSS 15 DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PC410I11G MUST BE MADE AHD IS NOT THE RESPONSIBILIT"v OF THE TRUSS FABRICATOR OR CLARP. -FALSE BOTTOM CHORD INFORMATION FALSE BOT 21-0-0 ON LEFT. VERTICAL SPACING-4-0-0. USE MINII404 OF 2x4 PLATE FOP FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 MIN. FOP SCARF ON FALSE BOT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE 0.BOTT014 CHORD MUST BE BRACED WITH 1X4 COIIT. LATERAL BRAC111G AT 24 D.C. MAX SPACING. 3-4-8 AUN 3-7-8 4-0-0 4-0-0 4-6-0 4-6-0 6-4-8 6-7-8 RUN 1-5-14 02 #2 02 02 #2 #2 02 1-5-14 74 PLF Max height 7-10-3 12 Q6 , 3150 333# 402# a ♦ a 3x4 296# *5 'SX' 470# 12 273/ 6 2 '�+A \\ 248E •\ 3+� 234# 0 3*A 801 130# 154# 127# 635 i .43 66# 108# n •�,`\ ♦ 17131 - \ m 17101 I ' T 13.51 67 13.5167% ' I 7x5 3xB 5x5 3x7 5x8 .0 3 3x8 f2 20 PLF 7-0-0 4-0-0 4-0-0 9-0-0 6-4-8 6-7-8 1-4-0 1-4-0 Forces(L-P) 37-0-0 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: X-790 # 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 104. Maximum Live Load Deflection of .253' (4/16), Index-.213, (L/1688) Maximum Total Load Deflection of .411' (7/16), Index-.222, (L/1080) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' H-13 T-5 OWG. # ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 3p 2X4 #2 Ds SP ENG. FOFt TRUE TRUSS INC - SDS 5415 1801 S. SSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+8 DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 '^ + (21.1) 660-39.10 PLATE AREA: INC. -FOR-STL 11_ Bo C 0 WEBS 2X4 Y2 N SP LAYOUT TO: OF ( 702 ' OL BC 10 2X4 #3 SP ADDRESS: SCALE: v MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 ( �t , ,11 LUMBER SHALL BE OF THE SINECIFIEO MINIMUM GRADES. 51 CO4ECTOR PLATES SHALL BE IIISTALLED SOW4ETUICALLO 014 10) ALL IENS1011 CHORD MEMBERS ASSUMED TO BE CONT 1141.0,5L1 13! 0' IIIDICATES LATERAL BRACING MEMBER (104 MIN.j SPECIES. MD 192 MAXIMUM MOISTUNE CONTENT. OR SUCH THAT THE JOINT SPACED BY EITHER 3/9' IMI1N PLYWOOD SHEATNI110. 1/2' 14) 111STALLATIO4 AID ERECTION OF THE TRUSS, PERM11EI4T, AND IS GF nICHEP ALLOWABLE STRESS VALUES, ALL IALUES USED B/ TOP CnGO SPLICES APE tIOT REC01N4EtWXO TO GCCJR (MINj OP'NMALL 1x1 BRACING MEMBERS SPACED 10' o C IMA/1. TEMPGNAR4 BRACINS 6nClAG BE OOIF IH ACCORDANCE WITH FOR DESIGN ARE BASED 014 THE LATEST ED1110N OF THE IIA- DIRECTLY ABOVE A BOTTOM CnUPO SPLICE. UtILESS NOTED OTHERWISE. CLOW141 IPI SPACING AID IPWCYIG4 PAN ICATIGH• TIONAL DESIGN STUDAl1DS PUBLISHED SY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: t*C V342• FnA TCB 2014, SBCC I1) ALL CDM0WS9i ON CHORD MEMBERS ASSUMED TO BE CGNINJD'JSt rT 51 THIS 0151011 CDNFDPHS 10 CURRENT IPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 96-120 SPACED BY EITHER 3/0" !MIN.) PLYWOOD SHEATHING. 1/2' TIGNS FOR METAL PLATE CGfEC1EO NOW 7PLWS A14D 2) THIS DESIGN 15 BASED Oil CLAR'4 CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGED FDA THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' D.C. DUALIT( STANDARDS FOP TRUSSES. 3) CONNECTOR PLATES SIZES ANE BASED ON AAM FORCES ONLY. ON THIS DRAWIID. 114STALLATIGN AND USE SHALL C014FORM MAX). UNLESS"DIED OTHERWISE. 16) NO MEI4 O OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY MAY. 41 COIECTOP PLATE SIZES APE CALLED O'JT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEAPIID LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAMER"IND SNIPPING APO BY LENGTH tALONG SLOTS) ANO THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF EPECTIGN OF THESES SEE Ka-91 FOR RECCANEtDATIDNS SIZECALL J CAL LOADIIIG AND C G' -CONFIGURATION A140 LOADING SPECIFIED BY FABRICATOR -ADDITICAIAL PLATING FOP HAIIDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PPD'YISI4JN FOR THE PREVENTION OF POHDONG MUST BE MADE AND IS NOT THE PESPOtISIBILITY OF THE TRUSS FABRICATOR OR CLAP(. -FALSE BOTTON CHORD INFORMATION FALSE BUT 21-0-0 ON LEFT. VERTICAL SPACING-4-0-0. USE 14114IIMUXM OF 2x4 PLATE FOP FASTENING FALSE BUT CHDPO VERTICALS. USE 3x4 MIN. FOP SCARF C44 FALSE BUT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1x4 3-4-8 C0111. LATERAL BRACIIIG AT 24' o.C. MAX SPACING. RUN 3-7-8 4-0-0 6-0-0 5-0-0 5-0-3 4-8-11 5-3-3 RUN 1-5-14 1-5-14 74 PLF Max Height 8-10-3 12 'Q 6 4070 3710 5f S'i'n 3700 360t 2730 359/ 12 S+A \ 3SO 2480 6 \ ISMO 123* foot 1l00 1240 1481 721 No 2}3 \ �\ 660 i0er1712* , \ \\\ 17.0 13 5167 I m C 13.5167% mI MIA ' N 7x5 5x6 3x4 3x7 1 0 5x8 3 3x8 12 20 PLF 7-0-0 4-0-0 6-0-0 5-0-0 7-4-8 7-7-8 Forces 1L-P) 1-4-0 1-4-0 37-0-0 BUILDING TYPE: Enctosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: '7e O # 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 04. Maximum Live Load Deflection of .265' (4/16), Index-.215, (L/1675) Maximum Total Load Deflection of .415' (7/16). Index-.224, (L/1070) I r CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' H-15 T-6 DWG. 0 . ALPINE ENGINEERED PRODUCTS Inc2X4 Y2 N SP ENG. FOR: TRUE TRUSS INC - SOS 1801 S. GSW PKWY. V�2000 2-0-0 LL TC 30 4 BC LUMBER PROJECT: CENTEx 3708 A+8 o4rE: 25 Feb 1993 DRANO PRAIRIE, TX 75051 7.0 OL TC 7 2X4 /2 N SP / OF 7/� (214) 660-3940 L E_AAEX — TNC r0q-$TL LL BC 0 WEBS LAYOUT ID: (O c� J) 67033.33 OL SC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE P TOTAL q7 EXCEPT 4S MAY BE NOTED 1/8 .I? LUMBER SHALL BE OF THE-SPECIFIED M114IWJM GRADES. 5! COUIECTOR PLATES SHALL BE NISTALLED SMETRICALLM 04 10i ALL TEIISIOI CHORD MEMBERS ASS'AIED TO BE C01ITINUOJSL4 13! 1 NIOICATES LATERAL BRACIIW MEMBER ("4 MIN,! SPECIES. Me 192 MAXIMJM MDIST'AE CONTEUT, OR SUCH THAT THE .e INT SPACED BY EITHER 3/9" ;MIN! PLIWOOD SHEATHING, 1/2' 14! INSTALLATIGI AID EPECTIOI4 Or THE TiYJSS. PEPNMEIIt, A1C IS GF .1GHEP ALLOWABLE STRESS VALUES. KL VALUES USED 51 TGP CKRD SPLICES APE HOT PECOM14EtMED TO GCC'.M (NIP#: DRINALL OR SPACING MEMBERS SPACED SO' o c. INAA1. TEMPCPAPM BRACING SWAXO BE OGE IN ACCGTeAtKE 411TH FOR OESIC44 ARE BASED OI THE LATEST EDITION OF THE IIA- GIRECTLV ABOVE A BOTTOM CHORD SPLICE. UILESS t40TED OTHERWISE CURREIIT TRE BRACR4 MU EFECTIC41 PUeLICATIG4S. TIONAL GESIG44 STM4DARDS PUBLISHED BY THE UATIG4AL 71 V-2000 APPROVAL N.MSERS: 'JCC 2342. FnA 7C8 2014. SBCC If) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE COTINUO'USLY150 THIS GESI%I CDIIFDPMS 70^-JF44ENT TPI GESISH SPECIfICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 SPACED BY EITHER 3/6" !Mltl.) PLYKaW SHEATHING. 1/2' TICS FW METAL PLATE CGfECTED NOGG TRUSSES MU 2) THIS DESI[*4 IS BASED G4 CLARY COVECTOR RATES M$Ly 8) THIS TRUSS HAS BEE14 DESIGIED FOR THE LGADIIW SNOWU (MIN.) DRIMALL OR BRACING MEMBERS SPACED AT 16" o.c. DUALITY STAt40ARDS FOR TRUSSES. 31C014ECTOR PLATES SIZES ARE BASED U4 AXIAL FORCES ONLY. DN THIS OPANDIG. IIISTALLATIOII AND USE SHALL CG4FOTI4 IMAX). UNLESS NOTED OTHERWISE. 16) 110 1E14BEA OF THE TRUSS MAP BE CUT OR MODIFIED IN Atli MAY. 4) CDr4ECTGR PLATE SIZES ARE CALLED OJJT WIDTH (ACROSS SLOTS) WITH iN75 DE 51314 12) ® iIOIGTES BEAR IIID LOCAT/Ol. 17! SPECIAL HANDL 1110 GRE SHOULD BE TAMEN"IreSHIPPINIB Me BY LENGTH IALGW SLOTS] ML THE ORIEIiTATION OF THE 90 THIS DESIGN IS APPLICABLE TO SNORTER SPAR TP. rSES OF ERECTI/44 OF TRJSSES SEE NIB-91 FOR RECONErOATI(Nd -CCAIPIGUAATICA4 ANG LOADIHG SPECIFIED Bf FABRICATOR -AODIT1044AL PLAT1145 FOR HANDLING TRUSSES IS PESPOIIS1BILIT'f OF FABRICATOR, -THIS TRUSS IS DESIGf4ED ONLY FOR THE LOADS SHOWI4. PPOVISION FOR THE PREVEIITIO4 OF PC41011IG MUST BE MADE ALIO IS NOT THE RESPONSIBILIT'( GF THE TRUSS FABRICATOR OR CLARY. -FALSE BOTT014 CHORD INFORMATION FALSE BOT 21-0-0 ON LEFT. VERTICAL SPACING-4-0-0. USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 14114. FOR SCARF ON FALSE BOT CHORD. 3-4-e 4-1-12 TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1x4 RUN 3-7-8 7-10-4 1-0-0 5-8-3 5-4-11 5-11-3 RUN C0117. LATERAL BRACING AT 24 O.C. MAX SPACING. J-5-14 02 02 02 02 02 1-5-14 Max Height 9-10-3 74 PLF 12 d 6 19Ly7 r sf5 `SRS 444r 4100 i 3*A \ 4150 \ 408/ 12 �;\ 2480 � 2091 66r 1000 1200 90940 1580 820 2fi3 \\ 17120 17110 \\ 13.5)67 13.5167X I� o I 5W6 5x8 a 3x5 3z8 3x7 20 PLF 3x8 12 f-0-0 7-0-0 4-0-0 8-0-0 8-4-8 B-7-8 Forces(L-R) 1-4-0 37-0-0 1-4-0 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 if 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 Y4, Maximum Live Load Deflection of .251' (4/15), Index-.204, (L/1759) Maximum Total Load Deflection of .394' (6/16). Index-.213, (L/1127) 1 (ZEA S-I-n Jta Clo I ofD CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' H-17 T-7 OWG. 0 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 Y2 Ds SP ENG. FOR: TRUE TRUSS INC - SOS 15+15 ieo sw PKWY. BC LUMBER PROJECT: CENTER 3708 A+g DATE: 25 Feb 1993 'n GRANO PRAIRIE. TX 75051 7.0 OL TC 7 2X4 142 N SP OF L0 WEBS LAYOUT I0: I (214) 660-3940 PLATE-ARBA: _INC.-POR ST( LL BC 0 740 33.33 ' DL BC 10 2X4 #3 SP ADDRESS: SCALE rv_ MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 Ifs 1M I? LUMBER SHALL BE OF THE SPECIFIED MINIMUM WADES. 5) CONNECTOR I+LLIES SHALL BE IIISIALLEO SIMETRICALLH ONN /0! ALL 1EI1S104 CHORD MEMBERS ASSUMED TO BE C1YN7NAA7JSL+ 13! 0�' INDICATES LATERAL BRACING MEMBER 11x4 WIN_t SPECIES. AND 192 MAx1Ne@1 M31SIURE CONTENT, OR SUCH THAT THE,AT IIII BRACED 6+EITHER 3/8" :MIN) PL+NOOD SHEATHI113. 1/2' 14! IIISTALLATIri1 ML Er.ECTIG4 OF THE TRUSS. PERMANENT. ND IS GF HIGHEP ALLOWABLE STRESS VALUES. ALL /ALUES USED G� TOP CMCPD SPLICES ARE HOT PECGMYENDED TO OCCUR IM INI OR'+MALL OR BRACING MEMNDE PS SPACED 10' 0.c TEMPCPAP• SPACINS SMOO DE DONE IH ACCC/IGAHCE KITH FOR DESIU4 ARE BASED ON THE LATEST EDITION GF THE HA- GIPECIL-+ ABOVE A eOTTGM CHORD SPLICE. UNLESS NOTED OTHEPW ISE CURPEIHT TPI BPACItG NO ERECTION PUBLICATIONS. T IDUAL DESIGN STANDARDS PUBLISHED a+ THE NATIONAL 70 V-2000 APPRO'JAL UIJMBERS: :OBC 2342. FHA 7CB 2014. SBCC 111 ALL CCAWPESSIGN CNORG ME14DERS ASSUMED TO BE CONTINLIDUSLA51 THIS DESIGN CONFORMS TO CURRENT TPI OESISNN SPECIFICA- FOREST PRODUCTS ASSOCIATION_ 7251. SOCA FILE 86-125 BRACED BV EITHER 3/8' !WIN.! PLVWOGD SHEATHING. 1/2' TIONS FW METAL PLATE CONNECTED 0000 TPUSSES AND 21 THIS DESIGN 15 BASED OI CLAR+CONECTOR PLATES ONLY. B) THIS TRUSS HAS BEEN DESIGNED FW THE LGADIHG SHOWN (MIN.) pRV MALI OR BRAC tNG MEMBERS SPACED A7 16' O.C. ORAL IT+ STRNOAHDS FOR TRU5SE5. 3! C014ECTOR PLATES SIZES ARE BASED 014 AXIAL FORCES OLf. W THIS ORAMIN6. 11 STALLATIONI ANG USE SHALL COHFOAM NMA x1, UNLE55 NOTED OTHERWISE. f6! IMO MEINBEA GF THE TAUS 5 MAN BE CUT W MODIFIED IN AN'MAI. 41 COIECTOR PLATE SIZES APE CALLED OUT WIDTH HACRGSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEAPHIG LOCATION. 17) SPECIAL NAI4DL11D CARE SHOULD BE TAKEN DURING SNIPPING MID 8'+LENGTH (ALONG SLGTSj AND THE OPIENTAT ION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPECTIGN OF TRUSSES SEE H18-91 FOR RECOMMENDATIONS IDENTICALS17F C. OUT 15 THE DIRECT Tm- G -COIIFIGURATIOI4 AND LOAOT14G SPECIFIED B/FABRICATOR -ADDITIONAL PLATIIIG FOR HANDLING TRUSSES 15 FESPDIISIBILITT OF FABRICATOR. -FALSE BOTTO14 CHORD INFORMATION FALSE BOT 21-0-0 ON LEFT. VERTICAL SPACING-4-0-0. USE MINITIU14 OF 2x4 PLATE FOP FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 MR1. FOR SCARF ON FALSE BOT CHORO. *TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1x4 CC'14T. LATERAL BPACI14G AT 21q'O.C. MAX SPACING. 3-4-6 RUN 3-7-8 4-0-0 4-3-14 4-2-2 5-9-0 5-7-4 6-1-12 RUN 1-5-14 1-5-14 Max Height 10-1-3 74 PLF 12 Q 6 5X5 3670 3151 420# 3080 273# \ 4241 34 k 2481 \ sz yrH 2171 NIH 5 11 \ Q `, a 1230 VV 661 NOB/ 1251 171# 173# BBI 17131 \ �\ 17110 13.5167 (3.5167X I 3X7 5x8 .a 3x8 5x6 20 PLF 3xB 12 7-0-0 4-0-0 8-6-0 8-6-10 B-11-6 Forces(L-P) s-4-0 37-0-0 1-4-0 D ILDING E: ruis g CeodeResidential CODStandard BldBCCI 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area n 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: i Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .271' (4/16), Index-.22, (L/1638) Maximum Total Load Deflection of .424' (7/16). Index-.229, (L/1047) p2eu s-I-�3 rrz� CWINJ� CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' SPEC T-8 OWG. 0 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SOS 151-15 IBO1 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRAND PRAIRIE, TX 75051 7.0 DL TC 7 Z^ 1214) 660-3940 LA -APEX-- N L LL BC 0 WEBS 2X4 #2 N SP LAYOUT ID: �(�/ 74633.33 ' DL BC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INST2TUTE TOTAL_ 47 EXCEPT AS MAY BE NOTED 1/8 0 LUMBER SHALL BE OF THE'SPECIFIED M1111W.M GRADES, 51 CC48ECIOR PLATES SHALL BE IIISTALLEO SIMIEIRICALLI OI 10) ALL TEI151011 CHORD MEMBERS ASSUMED TO BE CO1TTtAXYJSLI 131 / 11MICATES LATERAL BRACING MEMBER (1$4 MITI.! SPECIES. ACID 19X MAXIMJM MOISTURE CONTENT, OR S'JCN THAT THE J0114T GRACED Br EItHEw 3/B' (MIIN1 RL/MOOD SNE A7H11Ai. 1/2' 141 ItISTALLATIO1 YG EPECTIC41 OF THE TRUSS. PEPMANEI4T. NO IS OF HIGHER ALLOWABLE STRESS/FLUES. ALL VALUES USED 6; TOP CHCAO SPLICES ARE t1OT PECGMETIOED TO OCCUR (Mill; ORIMALL OR BRACING MEMBERS SPACED 10• 0 C (MAXI. TEMPGPAR" SPACING SHC'JLO BE DOE IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- 0IRECTLI ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BPACITG JUID EPECTIGt4 PUBLICATIONS. TIONAL'EST G"STATpARDS PUBLISHED By THE NATIONAL 7i V-2000 APPROVAL 1FJMBERS: '.IBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CnORO MEMBERS ASSUMED TO BE CO47It7J0USLY151 THIS DESIGN COFOPIAS 7G O.IPPENT TPI DESISNN SPECIFICA- FOREST PRQFAICIS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED B'I EITHER 3/6' fMIN.) PLrM000 SHEATHING. 1/2' TIONS FOR METAL PLATE COtTECTEG MOOD TRLSSES AIG 21 THIS DESIGN IS BASED ON CLARI CGf4TECTOR PLATES ONLY. B) THIS TWJSS HAS BEEN OESIOIED FOR THE LOADING SHOWN !MIH.) DRIWALL OR 8PACItIG MEMBERS SPACED AT I6' o.c. QUAL I7r S7 AINOAPDS FOR TRUSSES, 31 CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES O14'I. 014 THIS DRAMIIIG. IIJSTALLATIC41 AND USE SHALL CONFORM :MAX). UNLESS TOOTED OTHERWISE. 161 NO MEMBER OF THE FOR MAI BE CUT OR MODIFIED Its ANI MAI. 4) CONE CT On PLATE SIZES ARE CALLED OUT MI'TH (ACROSS SLOTS) WITH THIS DESIGN 12) Be INDICATES BEAP1143 LOCATION, 17) SPECIAL HANDL1110 CARE SHOULD BE TAKEN OXAINB SHIPPIt13 AHD B'I LEtGTn IALOG SLOTS! Ni.THE ORIENTATION OF THE 9; THIS DESIGN 15 APPLICABLE TO SHOPTER SPAN TPJSSES OF ERECTION OF TRUSSES. SEE MI6-91 FOR RECONWHOA71014S SIZE CALL OUT IS THE 1 OF THE PLATE LFfjrTN- JOENTICAL LOADDIG JUID CO G 7 -COIF IGURATIUI At1Ci LOADING SPECIFIED Be FABRICATOR -ADDITIONAL PLATING FOR HANDLIUG TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HOPIZGNTAL MOVEMENT LN40ER 70TAL LOAD - .2e6' 3-5-f3 RUN 2-9-11 4-6-9 4-3-1 4-4-13 5-9-0 5-7-4 5-1-12 RUN 1-5-14 1-5-14 Max Height 10-1-3 74 PLF 12 Q 6 ✓><S 3760 320/ 420u 326F 6 C7 f1B. 222x 272/ 217f 1 m ;� ., `SXE• 1280 1320 15111 173/ 660 591 2x3 \\ 17131 \� 17111 13,.5167 13.5149% r I 7x9 3x1 5x6 3x4 3x7 0„ 20 PLF 37111 �2 12 6-3-8 5-8-2 6-6-6 8-6-10 B-11-5 #2 02 r2 02 Forces(L-P) 1-4-0 1-4-0 BUILDING TYPE: Enclosed Residential 37-0-o CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7g� ! AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 3 Maximum deflection occurred at bottom joint i3. Maximum Live Load Deflection of .366" (6/16), Index-.297, (L/1213) Maximum Total Load Deflection of .574" (9/16). Index-.31, (L/774) — ----- — Re C) ti &)D) CLARY c,'► CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' SPEC VAULTS T-9 DWG. 11 ALPINE ENGINEERED PRODUCTS Inc V�2000 2-0-0 LL TC30 2X4 /2 N SP ENG. FOR: TRUE TRUSS INC - SOS 15415 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X4 i2 Os SP (214) 660-3940 P-LA'r1-AREA: IV -�FO9VSTL LL BC 0 wE65 Lll LAYOUT I0: OF 7/1 546 33 SCA DL DC 10 2X4 /3 SP ADDRESS: - - :MEMBER TRUSS PLATE INSTITUTE 33. LE: TOTAL 47 EXCEPT AS MAY OF NOTED 1/8 i 11 UR48EP+ ALL BE OF THE SPECIFIED MINIMJN GRADES, 5) CONNECTOR PLATES SHALL BE INSTALLED S—EIAICALLV ON 20) ALL TE1451014 CHORD MEMBERS ASSUNEO TO BE CON7I UOIJSLI 13) /� INDICATES LATERAL BRACING,MEMBER 41YA MIN.1 SPECI[S.SH'ND 192 MAAIM'JM MOISTURE CONTENT, OA SUCH THAT THE JOINT BRACED 6V EITHER 3/8iMlll) PLVW000 SHEATHING. 112' -AI INSTALLATIGI AND EPEC7ION FE THE TGJSS, PERMANENT, AIRS LLOWABLE STRESS'VALUES, ALL VALUES USED a; IS OF HICAIEP ATOP C.HGPO SPLICES AAE NOT PEC:4NMENDEG TO GCC'JP (MIN; DR'INALL OP SPACING MEMBERS SPACED 10' 0.c IMAY;. TE4PGNAR'V BRACING SNhJLC0 OE ME IN GN ACCGAHCE WITH FOR DESI yN APE BASED OI THE LATEST EOITION GF THE NA- DIRE C TL'V ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. C"PRENT TPI SPACING AIG ERECTION PJBL ICA7IGNS. T TONAL DESIGN STA1DAPOS PJBLISHEO BY THE NATIONAL 71 V-2G00 APPROVAL N,MBERS'. UBC 2342. FHA TCO 2014. SBCC 11) ALL COMPRESSION CHDRD MEMBERS ASSUMED TO BE CONTINUOUSL115, THIS DESIGN CONFORMS TO CJPFENT TPI DESIGN SPECIFICA- FOREST PAODUC TS ASSOCIATION. 7251. aOCA FILE 86-125 8AACED BY EITHER 3/6' MIN.) PL IV" SHE ATHING. 1/2' TIONS FGR METAL RON ATE CONNECTED MOOD iRl.55E5 AND 21 THIS DESIGN IS BASED DNI CLARY CONNECTOR PLATES OW,V, S) THIS TRUSS NAS BEEN DESIGNED FGR THE LOADING SHOW ;MIN.) DR IMALL OR BRACING MEMBERS SPACED AT 16' P c. QUALI1I ST ANDAPDS FOR TRUSSES. 31 CORECTOP PLATES SIZES ARE BASED OI AYIAL FORCES ONLY. ON THIS DRAWING. 114STALLATIO14 AND USE SHALL CO4FDRN :MAX), OLESS NOTED OTHERWISE. 16) Ix)MEMBER OF THE 11YJSS MAI BE CUT OR MODIFIED IN ANN MAV. At CORECTGA PLATE SIZES ARE CALLED OUT WIDTH NACNIGSS SLOT Si WITH TNIS DESIGN 721 ® INDICATES BEARING LOCATION. 17) SPECIAL HMNOLIIH)CARE SHOULD BE TAKEN CARING SHIPPIN3 AMD 8'V LENGTH (ALONG SLOTS: AND THE ORIENTATION OF THE 9; THIS DESIGN IS APPLICABLE TO SHORTER SPAN TPVASES OF ERECTIGI OF TRUSSES SEE H18-91 FOR PECOOHE/DATIONS SIZEC JT NOF THE PLATE LENGTH- IDENTICAL LOADIJIG AND,CONFIGURATION. -0014F[GL#1AT ICdT 4140 LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLAT114G FOR HANCLING TRUSSES I5 PESPONSIBILIT/ OF F)4BRICATOR. -THIS TRUSS 15 DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PPEVEHTION OF PONDING MUST BE MADE AND IS NOT THE PESPOIISIBILITT OF THE TFOUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVEHEILT UNDER TOTAL LOAD- .284' 7-5-13 1-0-0 RUN 2-9-11 6-4-4 5-4-4 5-6-3 5-4-I1 5-11-3 RUN 1-5-14 12 12 02 12 12 12 1-5-14 Max Height 9-10-3 74 PLF 12 Q 5 / 272471 7fS shs 4701 4100 44 3391 ' 408/ 12 22211 FIT 1180 6 �i 2094 �j o Sx6 T25f 1270 74941 1681 821 591 x3 2 1712! 17110 13.5167 �= 13 5149% I� o f 1 7xe 3x4 3x4 b 3x4 5x6 30 3x11 2 20 PLF 12 1-0-0 6-3-6 6-4-A 6-4-4 8-4-e 8-7-8 12 02 12 12 02 Forces it-R) 1-4-0 37-0-0 1-A-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: %Q It 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 13. Maximum Live Load Deflection of .347' (6/16), Index-.281, (L/1280) Maximum Total Load Deflection of .544` (9/16), Index-.294, (L/816) ) (� REV 5-1- cl 3 \i-tq CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING`(PSF) TC LUMBER TRUSS: 37'0' HV-19 SPEC T-10 OWG 1 ALPINE ENGINEERED PRODUCTS Inc V�2000 2-0-0 LL TC30 2X4 M2 Ds SP ENG. FOR: TRUE TRUSS INC - SOS K+1 5 fe01 S. GSW PKWY. 8C LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRAND PRAIRIE, TX 75051 7'0 OL TC 7 2X4 02 DS SP OF 0 41 y� (2141 660-3940 A A NC--�-rW-9TL LL BC 0 WEBS LAYOUT I0: I1/ Z (� 582 DL BC 10 2X4 13 SP ADDRESS: SCALE: p 33.33 1/8 1�7 MEMBER TRUSS PLATE INSTITUTE TOTAL. 47 EXCEPT AS MAY BE NOTED 1) LUNBEP SWILL BE OF THE SPECIFIED 141111MJM GRADES. 51 COINECTOR PLATES SHALL BE (INSTALLED SIMNEIPICALLI 091 10) ALL TEIISIO14 CHORD MEMBERS ASSUMED TO BE CO11I1NPJSL+ 13) / 11101CATES LATERAL BRACNMl MEMBER I1#,MIN.: SPECIES. MO 12X MAAIMJM MOISTUE COIIENT. OR SUCH THAI THE JOIINT BRACED 64 EITHER 3/e- tMI161 PL+W000 SHEATHIMA7. 1/2' 14) INSTALLATION MOD ERECTION OF THE TRUSS, PERMANENT. AND tS OF n1GIEP ALLOMASLE STRESS VALUES. ALL lALIES USED BI TW CHORD SPLICES ARE HOT PECOMNENOED TO OCCUR (MIN! DP'+MALL OR SPACING MEMBERS SPACED 10' 0.[ (MAX, TEMPOPAP+ BRACINIS SHOULD 8E DONE 1N ACCORDANCE M11n FOR DESIGN ARE BASED ON THE LATEST EDITION Of THE INA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE, UIESS NOTED OTHERWISE. CURRENT TPI SPACING AND ERECTION PUBLICATIONS, IIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPPOVAL NJBE NRS: UBC 2342. FHA TCB 2014. SBCC Ill ALL COMPRESSION CMOND MEMBERS ASSUMED TO BE CONTUAGUSLY151 THIS DESIGN COfOOS TO CUeENT TPI DESIGN SPECIfICA- FORE57 PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/0 NMIN.) PLYMOOD SHEATHING. 1/2' TIONS FOR METAL RATE CONNECTED HOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR RATES ONLY, 81 THIS TRUSS MAS BEEN DESIGNED FOR THE LOWING SHOWN MIN.) OP'NWALL OR SPACING MEMBERS SPACED AT 16. O.C. QUALITY STAIOAROS FOP TPUSSES. 31 CONNECTOR PLATES SIZES ARE BASED ON AXNAI FORCES OLN. OI THIS OPAMIIG. INSTALLATION AND USE SHALL COIJFOW (MAX). UNLESS NOTED OTHERWISE, 16) 10 MEMBER OF INC TR',ISS MAY BE CUT Cil MODIFIED IN ANY MAY. 41 CONNECTOR RATE SIZES APE CALLED OUT W107H (ACROSS SLOIS) WITH THIS DESIGN 12) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOLO BE TAKEN"IND SNIPPING YTD S'+LEHGTn (ALOG SLOT% AND THE ORIENTATION OF THE 9: THIS DESIGN IS APPLICABLE TO SHORTER SPAN TWJSSES OF ERECTION OF TPUSSES. SEE"18-91 FOP PECOMON ENOATIS. J C C -0014F[GLFATIDtN M93 LDADI(IG SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HATrLIHG TRUSSES IS PESPOIISIBILITf 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 CLAP'/. -ANTICIPATED HOPIZGITAL 140VE14EVIT 'JNOEP TOTAL LOAD - .276' 3-5-13 AM 2-9-11 5-4-4 5-4-4 5-0-0 5-0-3 4-6-11 5-3-3 RUN 1-5-14 #2 02 #2 02 #2 02 1-5-14 74 PLF Max ►Night 8-10-3 12 Q B 3831 371# 5�J ,SXS 396/ 360# 3021 \� 359/ 12 5+� \ 7 222# B G� ta4# � 118* o \ `)+ 16&# 157# 124/ t4B# 720 Na 2X3 54)0 \ \.\ 59# 1712# 171fY (3.5)67 1m o (3.5149% I 7x9 3x4 5x6 3x4 3.7 3x1! .e 2 20 PLF t2 E-3-8 10-13-8 5-0-0 7-4-8 7-7-9 02 02 02 02 Farces(L-P) 1-4-0 1-4-0 37-0-0 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: 786 S 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 .331' (5/15), Index-,268. (L/1341) Maximum Total Load Deflection of .519' (8/16), Index-.281, (L/855) I LD Rev 5-,- �!3 �Lca �ttlt�►� CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 37*0' HV-17 SPEC T-11 DWG. # ALPINE ENGINEERED PRODUCTS Inc yX000 2-0-0 2X4 02 05 SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSW PKWY, LL TC 30 BC LUMBER PROJECT; CENTEX 3708 A+8 DATE: 25 Feb 1993 GRAND PRAIRIE, TX 75051 7'0 OL TC 7 2X4 02 Os SP '� OF W (214) 660-3940 LATE"-AEA '- 'YNC--Foil STL LL BC 0 WEBS LAYOUT ID: 1 ( {'r 544 33 ' OL BC 10 2X4 #3 SP ADDRESS: SCALE: ��f MEMBER TRU33. SS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED _ 1/8 1. ,�!( 11 LUMBER SNALL BE OF THE SPECIFIED MMIWJM GRADES, 5! CONNECTOR PLATES SHALL BE IIISTALLEO SIWETRICALLV 011 10) ALL TEUSIOIJ CHORD MEMBERS ASSUMED TO BE CO11T1t1UDJSL1 131 It- 111DICATES LATERAL BRACING MEMBER 1114 MIH..: SPECIES, AO 12%MAYIWJM MOISTURE CONTENT, OR S'JCN THAT THE JOINT BRACED BY EITHER 3/8' (NICO PLNM00D SHHEATHItq, 1/2' 14) INSTALLATIGH MO EREC71004 OF THE TRUSS. PERMANENT. AIID IS GF nI GHEP ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TGP CMCAO SPLICES ARE NOT PEC:AWENDED TO OCCUR (MINI DR'1MALL OR BRACING MEMBERS SPACED 10' R.C. (MAX). TEMPTAAP•11RACIM6 SHOULD BE DONE IN ACCOMAHCE PITH FOR DESIGN APE BASED ON THE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTOM C.080 SPLICE. t1HLESS NOTED OTHERWISE. CURRENT TPI BRACING AO EPECTIG14 PUBLICATIONS, TIONAL DE PUBLISHED STANDARDS PUBLIED BY THE NATIONAL 7, V-2000 APPROVAL IAAWPS: UBC 2342. FMA TCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CDf4TINFJD'JSLY15) THIS DESIGN COtWORMS TO CJRRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATIM 7251. BDCA FILE 06-125 BRACED BY EITHER 3/15' MIN.) PLYWOOD SHEATHING. 112' TIONIS FOR METAL RATE CONIECTEG WOOD TA,SSES AND 21 THIS DESIGN IS BASED pN CLARY CONNECTOR PLATES ONLY. 01 THIS TRUSS HAS BEEN DESIGNED FOR THE LOAD11JG SHOWN (MIH.) DRYWALL OR SPACTIO MEMBERS SPACED AT 16' P.c. QUALITY STANOARDS FOR TRUSSES. 31CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. 011 THIS ORAMIHG. IINSTALLATIGI MOUSE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAN BE CUT OR MODIFIED TN At"WAY, 41 CON'ECTGP PLATE SIZES ARE CALLED OUT WIDTH IACPOSS SLOTS) WITH THIS DESIM 12) ® INDICATES BEARING LOCATION, 17) SPECIAL HAtOLIIO CARE SHOULD BE TAKEN GRING SHIPPING AUD eY LENGTH 1A 011G SLOTS, MO THE OPIENTATIN%N OF THE 91 Tn IS DESIGN IS APPLICABLE TO SnDRIEP SPAN TPJSSES OF ERECT70N4 OF TRUSSES SEE HI6-91 FOR PECC4#IEMATIO145 ALL517F cJ G',AA TI Off. -CCXJFIGURATIWI AND LOADVIG SPECIFIED BY FABRICATOR -ADDITIOIJAL PLATIIJG FOR HAIJDL114G TRUSSES 15 RESPONSIBILITY` OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN, PRDVISION FOR THE PREVENTION OF PONIDING MUST BE 14ADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVEMENT UIJDEP TOTAL LOAD - .284' 3-5-13 RUN 2-9-11 4-4-4 4-4-4 4-5-0 4-6-0 6-4-8 6-7-8 RUN 1-5-14 #2 02 #2 02 #2 #2 02 1-5-14 74 PLF Max Height 7-10-3 12 Q6 320# 333# 40211S a J f S 3x4 JXS 322/ 470# 12 265# 6 [;;1 9+g 3 222# #� 234# to Nn 1184 CU 148/ 177# 154► 1271 631 1 2x3 59# 1713# I 1710# (3.51 67 I a 13.5149% 't I 7x9 3x8 Sz6 m 3x7 f ;, x .3%ji �0 2 N 12 20 PLF 6-3-6 8-6-8 9-0-0 6-4-8 6-7-8 02 02 02 02 1-4-0 1-4-0 ForDB91L-R) 37-0-0 ID BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS ( ) area UPLIFTLCONNECTIONSREQUIRED' 1W AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .347' (6/16). Index-.281, (L/1280) Maximum Total Load Deflection of .543" (9/16), Index-.294, (L/818) N ?Eu S-1-�1 3 -lick CW I JL)) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HV-15 SPEC T-12 OWG. # ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LLTC 2X4 02 Os SP ENG. FOR: TRUE TRUSS INC - SOS 11 t1 5 1801 S. GSW PKWY. 30 BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Fab 1993 GRAND PRAIRIE, TX 75051 7.0 OL TC 7 2X4 #2 Ds SP I OF 2© 1214) 680-3940 L T 7iPET' INE.-FOR $TL LL SC 0 WEBS LAYOUT ID: 526 DL BC 10 2X4 #3 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47SCALE: EXCEPT AS MAY 8F NOTED 1/8 ��p,/ 1! LUNBEP SMALL BE OF Tat SPECIFIED MINIIMU,GPADES. 6! CGINE!TOP PLATES SMALL BE INSTALLED 51.,ETRICALL, 011 101 ALL TEIISIGI CHORD MEMBERS ASS'WED TO BE MITIIUO'JSLr 131 14- 11101CATES LATERAL BNACII40 MEMBER I1/4 MIN.; SPECIES. MA SUCH 192 MA111WJM MOISTURE C0141ENT, OR SH THAT THE .O1f11 BRALED 9Y EITHER 3/Bl! M- !Mil4WIM=rKATHIIIM 1/8, 141 111STULAIIGII NO EOECTIUI OF THE (PUSS, M'ERMMENT. NO 1S C/ n16HIP ALLOWABLE 61 PISS IALURE. ALL 4ALUEE USED a; 1 o CMCNAO SPLICES ARE IDI RECOM14ItIDID TO OCCUR IMINr DPYMALL OR BIIACIHG MINKIrS SPACED 10' 6 C IMAM, IEMPCPAP,BHACltlo EHOILD BE 0011E III ACCOPCAtice oil" FOR Of SIGII NTE BASED ON THE LATEST EDITION OF THE IIA- DIRECTLY ABOVE A BOTTOM CHOPO SPLICE. UILESS 1101ED OTHERWISE CUPHEIIT IPI SPACIIIG M4 EFECtIGM LIBLICATIGNS. T IOAL DESIGN STNOARDS PUBLISHED BN THE NATIONAL 71 V-3600 APPROVAL fr-41SERS, :TBC 2342. FHA TC8 2014. S8CC 11) ALL COMPRESSION ChC4;0 ME14DERS ASSUMED TO BE CDI4TIIrJOUSLnai Tn15 DESIGN CONFORMS TO CURRENT TPI OESISM SPECIFICA- FOREST PROGUtCIS I.ASSOCIATIO7251. BOCA FILE 66-125 BRACED By EITHER 3/0- :141H.) PLYW"SHEATHIfO. 1/2' TICK FOR METAL PLATE CGfECTEO 10100NO O 7R.55ES A 21 THIS DESIGN IS BASED OI CLAP/CONNECTOR PLATES OILY. 8) THIS TRUSS HAS BEEII DESIGNED FOR THE LOAOIIO SHOWS 114111,1 WNWALL OR BRACIIO MEMBERS SPACED AT 16' 0 C. OUALITf STADAPOS FCA TRUSSES. 31 COYECTOR PLATES SIZES AME BASED ON AXIAL FORCES OLf. OI THIS WAXING. IIISTALLATIC41 NO USE SHALL COIFOPM 'MAY..), ULESS NOTED OTHERMISE. IS) NO MEMBER OF THE TMPJSS MAV BE CUT OR MODIFIED IN Not 14A4. 4! C0INIECIOP PLATE SIZES ARE CALLED OUT WIDTH iACRGSS SLOTS) WITH THIS DESIGN 12) ® INDICATES BEAPIIO I.LDCATIO17) SPECIAL HAIOLIIO CARE SHOULD BE TWEN OURIt4G SHIPPINGAVO N BY LEGSIZE ��LfAG TH Lxi SLS, NO I,. OPIENTATION OF THE 9; THIS OESIGN IS APPLICABLE TO SMORTEP SPAN TRUSSES OF EFIECTIG14 OF TRUSSES. SEE nIS-91 FOP PECGIMENDATIONS OT J -CGIIFIGURATIOII AND LOADING SPECIFIED 80 FABRICATOR -ADDITIONAL PLATING FOR HANCLINC, TRUSSES IS RESPONSIBILIT'/ OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILI7Y GF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HOFIIZC44TAL MOVEMENT UNDER TOTAL LOAD - .302' 3-5-13 3-6-0 3-3-0 RUN 8-0-3 3-3-0 6-6-0 5-4-8 5-7-8 RUN 1-5-14 02 12 02 02 1-5-14 74 PLF Max Height 6-10-3 12 d 8 2501' 361/ 36111 319/ + + + 352► 3x4 3x4 SXS `.\ 3961 12 6 G7 \. 341/ a 1970 \� 2 1181 Io 2x3 + 1280 1321 130/ 1740 1061 N 591 \ •`\ ♦ 17121 Ili o 1711/ (3.5167 m 1 0 [3.5149X I 7x6 3x8 5x6 3z8 3x7 31151 —2 12 20 PLF 6-3-8 6-8-8 5-5-0 6-6-0 11-0-0 02 02 #2 #2 1-4-0 37-0-0 1-4-0 Forces(L-P) BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 19911 MIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 900-1AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD 514OWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .337" (5/16), Index-.273, (L/1318) Maximum Total Load Deflection of .528" (8/16), Index-.285, (L/841) 1 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37*0' HV-13 SPEC T-13 DWG. 111 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 3p 2X4 TY2 D9 SP ENG, FOR TRUE TRUSS INC - SOS i 5415 RA S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+8 DATE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 7.0 DL TC 7 2X4 i�2 DS SP (214) 660-3940 LA A N WEBS L LL BC 0 LAYOUT ID: �2 OF J /I 542 ' OL BC 10 2X4 43 SP ADDRESS: SCALE:. MEMBER TRUSS PLATE INSTITUTE 3333 TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 11 LUI4BERSMALL BE OF THE SPECIFIED MIINIFUM GRADES, 5) COWECTUR PLATES SHALL BE IIISTALLED VM1ETRICALL4 (21 10) ALL 7EI6I0t!CHORD MEMBERS ASSUMED TO BE L011TRADOUSLN 13) _0' INOICAIES LATERAL O.ACINO MEMBER (1X4"III.1 SPECIES. AID 19%14APIW M MOISTURE CONTENT, OR SUCH HE H THAT THE JOINT BRACED 81 EITHER 3/6" 1H11N) PL'*DOD SATH7110, 1/2' 141 IIISTALLATIGIt AtD EF4C7ION OF THE T WKS, PERMANENT, ANG IS W NI GHEP ALLOWABLE STRESS VALUES, ALL VALUES USED 61 IOP CHHCiHD SPLICES ANE 110! NECOMfNOED TO OCCUR (Mltll DP'4MFLL OR BRACING METIERS SPACED 10' 0 C MAY,,AII. iE wKPAP't BRACING SHOULD BE DOW IN ACCOPOFfICICB MITM FOR DESIGN ARE BASED 011 THE LATEST EOITIOH OF THE IIA- 01MCCTLv ABURD'K A BOTTOM CHORD SPLICE. UIEESS NOTED OTHERWISE. CIPFVIII TFI BRACING AID ERECTION PUBLICATIONS. IIONAL DESIGI STAIGAFIDS PUBLISHED B+ (Ne NATIONAL 71 V-2000 APPROVAL NUMBE,RS'. :MIC 2742. FMA TCB 2014, SBCC 111 ALL COW441551014 CHORD ME14WHS ASSUMED 10 Be CONTINUOUSL+IOI ?HIS Ge SIGN COI/ODMS TO C.WUENI IPI DESIGN 5PECIFICA- FOREST PWCAICTS ASSOCIATION 72111, BOCA FILE 96-i211 BRACED B+EITHER 3/0" IM1N.) PLf*0DO SHEATHING. 1/2' TIO4S FOR METAL RATE CONNECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED 01 CLARK CONNECTOR RATES ONLY 01 THIS TRUSS HAS BEEN DESIGNED FDA THE LOADII16 SHOWU 'MIN.) DRIWALL OR BRACING MEMBERS SPACED AT 16' 0C C. DUFLITf STANDARDS FOR TRUSSES. 31 COa1ECTGR PLATES SIZES ARE BASED ON AXIAL FORCES 0111. ON THIS OPAMIIIG. INSTALLATION AID USE SHALL CCIJFO14 :MAX?. UTA.ESS IDTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAV OD "N BE CUT OR MODIFIED IM ANY MAV. 41 C01aECTGH PLATE SIZES APE CALLED OUT WIDTH UCRGSS SLOTS) WITH THIS DESIGN 12) ® INDICATES GEARING LOCATI04. 171 SPECIAL HANDLING CAME SHOULD BE TAKEN DURING SHIPPING 8'H LENGTH (AL014G SLGTSj AND THE OPIE14TAT144 OF THE 91 THIS DESIGN 15 APPLICABLE TO SHORTER SPAR TRUSSES OF ERECTION OF TRUSSES SEE NIG-91 FOR PECCAOCNOATID115. SIZE CALL OUT IS THE DIPECTIW OF ThE PLATE LENGTH, I UTICAL LOADING A14D CONFIGUPATION- -CCA4FIGURATICAI AUG LOAFING SPECIFIED 811 FABRICATOR -ADOITIOtIAL PLATING FOP HANDLING TRUSSES IS PESPOUSIBILITI OF FABRICATOR. -THIS TRUSS 15 DESIGt1EG G14LY FOR THE LOADS SHOWN. PPOYISION FOR THE PREVENTION OF PONDIIIG MUST BE 14ADE AND IS 1407 TETE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZOUTAL MOVEMENT UTIDEP TOTAL LOAD - .301- 3-5-13 2-10-0 2-10-0 RUN 2-9-11 4-8-8 5-8-0 5-8-0 4-4-8 4-7-8 RUN #2 Y2 #2 #2 02 #2 12 74 PLF f-5-f4 f-5-14 Max Height 5-10-3 12 d 6 279E 315/ 419# 314# 267# 12 3x4 278# �21 6 v SES 3x4 3x4 S-� 2224 7 ♦ # TnyA \\'.• > 118# VV\ c 2x3 9 � r TOB# 1040 113# 113# 1461 B6# 159# � In r 17129 17110 13.5)67 aI 7x8 3x8 3x4 5x6 3x8 1 13.51 4939 3x7 3x11 2 12 20 PLF 6-3-8 4-8-8 5-8-0 5-7-8 5-8-8 9-0-0 02 02 02 #2 02 1-4-0 1-4-0 37-0-0 Forces 0.-P) BUILDING TYPE: ENCLOSED RESIDENTIAL . CODE:-STANDARD BUILDING CODE (SBCCI'199!) WINO SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area 0 UPLIFT CONNECTION REQUIRED: X250 AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint 04. Maximum Live Load Deflection of .407' (7/16), Inoex-.33. (L/1091) Maximum Total Load Deflection of .638' (10/16), Index-.345, (L/696) i U 5-/-Cj3 Na C(ul n1D) C" CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HV-11 SPEC T-14 OWG. # ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X4 #2 Ds SP ENG. FOR: TRUE TRUSS INC - SDS 1:505 1110i S. GSW PKWY, BC LUMBER PROJECT: CENTEX 3708 A*B DATE: 25 Feb 1993 GRANO PRAIRIE. TX 75051 7.0 OL TC 7 2X4 #2 D5 SP (214) 660-3940 L �RE-A INS Tbii-S1'L LL BC 0 WEBS LAYOUT I0: Iq O 584 ' OL BC 10 2X4 #3 SP ADDRESS: SCALE: !MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 I. 0U48EP—ALL BE OF THE 5ECIFIEO Mlr11MJM-ADE5. 6! 'irx lF!.rTx+ •1."E' SHAT 1 Pf IFU 51N14Ff IT AI I,. rxl 1All lEUS 1'xl rr HHK uLrMF :xqP IU PE C•xlri px/'.SI-' I31- f IHUICalES LATEPAL a '' rx uE M1E SPECIES, Arlo 192 MR/IMJM MOISTO-E C'YITEN7, OR S--'- IHaT THE .171111 BPALEO B'EI11'EP 3/R" {MIrN r•LINIDD SHEAIM113, 1/2' 14' 111STALLATIGN tlo ERECYIIJ.SF17r+E 11,1)S5. LE aN iJ(111 +-K IS d HIGHER RLL DM<BLE ST FESS /RENES, ALL /ALUES USED B• TC-P CHCAD SIR-ICES APE 1101 PE'C5MlxE11DEC• 70!' C'M rHlll• OP.MALL Y BPA'_III,NFIx EPS SPA'_FD 1G' o C INA(• 7EMPCPAP'BPACIIIS Sn JJLD BE DUPE Iii AC C•_d+ORMCE ylTn FOP OESI�l APE BASED Oil THE LATEST EDITIA/1 OF THE 11A- OIPECTL' ABUiE A BOTT34-HDPE. SPLICE_ '.nlESS VOTED UTHEPWISE CIIFPFtfT TPI BPACIJIG A110 EPECJI311 P'JBL ICA 71!;ro5. TIONAL CESIGN STAUOAADS P•JBL1S1E0 BA THE f4AT1D11AL 71 I-2C O0 ArPPOVAL tF-MRERS: '.'PC ?342, FHA 7C8 201A, SeCC i1! ALL CDIAPPESSIC44 f_rM_'RG ME149E TPS ASSUMED TO BE CL-'NT It FJDU5L 051 THIS DESI9f CDIIFDPIIS 70 CUFPEIIT IPI DESISII SF'EIFi-A- FOPEST PPODUCTS ASSOCIAT IOil, 7251, BDCA FILE 86-125 BPACFD B(EITHER 3/8' :MIN.;; PL(WvOD SHEAtHINS 1/2- 11!ittS FOR METAL PLATE COtAECTEG WOGD 1"SES Ar-lb 21 THIS DESIGN IS BASED 011 CLAP(CV11JECTOR PLATES O1x+ 8l THIS 1W-GS HAS 8EEti DESI3UED FGA THE LGADIIIG SHOW$ MIU.I OA(WALL OP BAAC111G MEMSEPS SPACED AT 16' 0 c DUALITI S7Rt1OAAD5 FOP TRUSSES. 3! COtAIECtGP PLATES SIZES APE BASED Oil A114L FORCES ONL(. Oil THIS OPAMIUG. IfISTALLATV:11 Allo USE SMALL COtfr�M WAIT, UA.ESS 1107ED OTHERWISE. 16! Ilo MEMBFP Or THE TRUSS MA( BE CUT GP MODIFIED Ill Ar, ya' 4! CQatIECT GP-LATE SIZES AAE CALLED aJT WIDTH IACPGSS SLOTS! WITH THIS DESIPtt 12! BeIFJDICAIES BEw1UO LDCATIDII. f7! SPECIAL HAMDLI113 CAPE SHOULD BE TAMErf OLwIN3 SHIPPI'1= ANO e( LEf1GTH IALDNC-SLOTS! AM TIE OPIE14TATIO14 CF THE 9! THIS DE SI GII IS APPLICABLE 10 SHOPIEP SPAN TP:'SSES OF �J EPEC11G1 OF TWJSSES SEE HIB-91 FOP PECG144Ffi0ATIDMS LMT IS HE DIRECTION OF THE PLATE LEMTH. _IC');NTICAL LOPp111'+J'.IK%C011F_jG'.!R-y1 �f1,___ --------- - ('.011FIG1JRRT1(,11 AIC, LOADVIG SPECIFIFD Of FABoirAT65 - -ADDI tIPIAL PLATPIG FDP HRNDL1110 TPUSSES 15 PESPDIJSIBILIT( OF FA6PICATOP, -THIS TPUSS 15 DESIGHED OIILY FOP THE LOADS SHOW11. PPO*lJSIDH FOP THE PPEVENTI011 OF PUIDIHG MUST BE 14ADE AND IS f1OT THE PESPOtISIBILITI OF THE TP'-'SS FASPICATOP OP CLAPY. --ANTICIPATED HORIZONTAL MOVEMENT LAIDEP TOTAL LOAD - .322' 3-5-13 3-4-8 RUN 5-6-3 5-2-2 5-3-14 5-3-14 5-2-2 3-7-8 RUN74 PLF 1-5-14 02 02 02 1-5-14 Max Height 4-10-3 12 '1716 3960 389N 3940 3890 3160 L i 4 i i2 2480 8 p 5}� 3x4 ry .5)K3220 + Y� + t23N 2x3 Ile# + p 1400 1320 1060 1050 1200 660 i 59• 1 7/j to F 17121 I 7x85x7 3x4 I 17121 (3.5)67 3x4 3x5 3x8 (3.5149% 9x11 2 12 20 PLF 6-3-8 7-10-10 5-3-14 5-3-14 5-2-2 7-0-0 02 02 02 02 1-4-0 1-4-0 37-0-0 Forces IL-P) DBUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) MIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: '700-*AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint 84, Maximum Live Load Deflection of .494" (8/16), Index-.4, (L/899) Maximum Total Load Deflection of .773' (12/16). Index-.418. (L/574) RECOMMENDED CAMBER: .42" CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HV-9 SPEC T-15 DWG, 0 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC S 2X4 02 Ds SP ENO. FOR: TRUE TRUSS INC - SDS 1:5415 1801 S. GSM PKWY. 30 BC LUMBER PROJECT: CENTEX 3708 A+8 DATE: 25 Feb 1993 GRAND PRAIRIE, TX 75051 7.0 OL TC 7 2X4 02 Ds SP '�OF� l' (214) 680-3940 WE L LL BC 0 BS LAYOUT IO: •_ MEMBER TRUSS PLATE INSTITUTE 594 33.33 OL BC 10 2X4 03 SP ADDRESS: �jAIV1n/// SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 A 'II L1Y4MFI SHALL BE OF THE SPECIFIED MIIIIHIJM EFIADES. 5' D IE`_TOP PL TES $„ALL PF 11151 l ED S•11ME IRIZALL OI 10, ALL IEU51III,1 Mopc.ME MBE PS A.5_9REC f0 BE 11111,).ISL• 13' .� I101_ATES LAfEPAL BPtCll Aa W-FEE, fi/A 4111 SPECIES. AIA I9x MAIIWJa MOIST!IM G711E111. 3P S:.EH THAT THE JOINT BPACEC.SI EITMET. 3:'R" Will? FL,MO]O SMEA1.1 F,. 112- 1A! IIISTALLATIall AIA EPECIIGTI CF THE TP•JSS. PEFM ti lErlT AMG TS CF HIEWIEP ALLOWABLE ST1ES5''ALLIES. ALL 'ALLIES USED Ba TLP CMC41E SPLICES APE HOE PEC:M1aEIIDED TO UCCP 14111• DP.WALL JP BP Ai I11C-ME MBE PS SPACED 10' o c fHR/:. TE1x'CP AP+BPbC111G SMUJLG DUF III AC`^CPCANCE MIT' FOP DESIGII APE BASED p1 THE LATEST EOITIOII CFTHE IIA- DIPECTL'V ABOVE A BOTTOM iMOPL•SPLI'_E. '.v(LESS MOTED'_'•THEPWISE. CUPPETIT TPI BRACeTr AIA EPECTI.AI P-EILICATIOIIS. T104AL DESIGII STAIIGARDS P'JBLISMED B' THE NATHM4L 71 I- COO APPROVAL 1FJMHEPSUBC 2342. FMA TCB 2014. SBCC 11't ALL CCHT'PESSIC-N CMC-PG MEMBERS ASSUMED fO BE CON1111'_'D'JSL'151 THIS GESIOII COFOPMS Ti C'PPE1M IN OESI:A1 SPECIFICA- FOPEST FPODUCTS ASSJCIAT101I 7251. BOCA FILE 86-125 BPACEO Of EITHER ?/B' YIN.; PLVW QD SMEATH)IIG 1/2' TRUUS FLP METAL PLATE CWIECTEG 0VD IPLSSES AM 21 IMIS DESIMI IS BASED Oil CLAP'COMECTOP RATES Glx.'+. e) THIS TPJSS 445 BEEN DESIGMED F A TME LOADIMO SHOW AMNIA OP+WALL Jo SPACTMG MEMBEPS SPACED AT 16. 0 C. DUALII' STt1pAPDS FDP TPUSSES. 3! Cot a IECTOP PLATES SIZES ARE BASED OH AXILL FDA OA.V. 011 THIS OPAW111G. IIISIALLATI011 Alii USE SMALL Cf4F5PN 'MA 11. Utx.ESS HOIED OTHERWISE. 16) IA MEI4BEC OF THE MOSS NAV BE CUT CA MODIFIED III A— WA, 4! C01a1ECTGa PLATE SIZES APE CALLED OJT WIOTH �AC1#SS SLOTS; WITH THIS DESIfi1 12'. p� ITIOICATES REAP 113 LOCATIGII 17? SPECIAL HATIDLItA CARE SHOULD BE TAMED rUPIM-3 SHiPP1U= LrIO B' LEMGTM TAL0116 AGTS! ATG THE OPIENTATION OF THE 9; THIS DESIC41 IS APPLICABLE 1O SMOPTER SPAM TP•JSSES OF tz9 EPECT IU+OF TPJSSES SEE HIB-91 FOR PECUMMEtgATIOHS SIZECALM OF THE PLATE TH, IDEt1TICAL LOApLI IGG COIIFFN+AII'�11. _ -CUIFIGLl4ATIGH AIIG LOAGIDG SPECIFIED Be FXBPICATOP 1 -T$PFTITIYF 4FMRFP STPESSFS 1101 USED, -ADDItIC41AL FILAtl00 FOP HANOI ING (PUSSES 15 PESPNISIBILII/ OF FASPIC001 -THIS TPUSS IS DESIGNED ONL/ FOR THE LOADS SHOWII. PRD'/ISIOrt FOP THE PPEVEI1TION OF POIIDING MUST BE I4ADE ADD IS NOT THE PESPOUSIBILITi OF THE TPUSS FABRICATOR OP CLAP-(. -ANTICIPATED HOPIZOUTAL M0'VEt1ENT UTIOEP TOTAL LOAD - .157' 3-e-14 167 RUN 3-0-14 6-2-2 8-3-14 6-3-14 6-2-2 5-0-0 RUN 74 135 74 PLF 1-5-14 2x 02 2x4 02 1-5-14 7-•-0 32- -0 Max Height 3-10-3 1290 920 12 7650 9430 8540 8440 6830 12 I1 a o\ 7X� (� 24+0 4x4 7x5 4x4 Fy !740 1280 2X3 1 6770 3180 2210 2190 3750 471 fn o 1 590 31791 m 1-Ip 1 (3.5)45 I6 9x7 5x4 8x7 5x5 3xa - 3377/ [3.5)48% 3%ii —2 12 6-3-8 6-10-10 6-3-14 6-3-14 8-2-2 5-0-0 20 45 35 PLF 7- -0 32- -0 1-4-0 37-0-0 1-4-0 5140 2200 FurceslL-P) DBUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) MIND SPEE'l: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED:X88 AT EACH SUPPORT LOCATION. NET WINO PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 Special Loading; Refer to Loading Diagram Maximum deflection Occurred at bottom joint 04. FASTEN TOGETHER WITH: 2 Members Required Maximum Live Load Deflection of .534' (9/16), Index-.433, (L/831) TOP 10d NAILS 12'O.C. Maximum Total Load Deflection of .837' (13/16), Index-.452, (L/530) SOT 10d NAILS 12.O.C. RECOMMENDED CAMBER: .45' WEB 10d NAILS 12.D.C. RE FASTEN AT OR NEAR ALL PANEL POINTS. I RE U s-(�Q 3 4+a DO NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37T0' HV-7 SPEC T-16 DWG. 0, ALPINE ENGINEERED PRODUCTS Inc V�2000 2-0-0 LL TC 30 2X6 11 Ds SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSM PKWY. SC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X6 01 D5 SP I/IP_OF67 O (214) 680-3940 L LL BC 0 WEBS LAYOUT ID: !� 750 OL SC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED - 1/8 1.1.114E 111 ifk '..1Gf 3T 1ff.ktti} pi 1.f-iH fpA �tNi fY fFf' '.Itlfi tM Iti'�ti kl+�':.MN t��I'n.! rtf 1`� Ail Ii�t,f'il rinAA'.1.1}t4�if , ./d1 . F5, Ai At 7`Ix NAf(IF'JP FM11.t`.A'E LelltTt tl{, q. ,*tlt F1+dF Ilk 1.)i tii itlrliliFe. !If1q M t.fY` ,kt i tq+M'FAf :14 R••._ ' TWO ALLa*ABLE 51PE'SS JALTIES, ALF. ;'ALLIES PSED F• I:.P 61016 STM.ICES AIS ft('I 1Kt'3HNEPOECC TO fCr^nx rklit� OP.MAt.L .A+011",11P.W11REW;:,1 -ED t':' o c _ DESIDti APE BASED oP TME LATEST E011131I 5F 1t£MA- ,TPE:1L+ABWE A 80t1Gk CMt7{FG SflLi'_f. :xKESS tN)TED itr£PMiSE IAL DES19P STAfIDARDS C"JOLISIf t)8a TI$t#AIICTIAL 7i 4•2r"APPP`Jf ,AL 7r,1MREP", '-�8. 2342, FIFA t..8 2114 "iBt_^_ ile ALl C!HF'FiEG50;33 Ci N_AWi WNIfFPS AST,,RiEG to K CV0(P'.V fS1.+151 T.-_ Est PPOGfr TS ASSGCIATIM 72,51, Bt}'A FILF 96 Q15 8P4TFC Be ElOwn I/P" -kiP.;. rLf"l-Ad7 S11FATHIM, 112' TIDPS FCA n.. S DESIGN IS BASED Ott f LAPI C:A#IEC10P PLATES,0#14.1 P1 )MIS 1R,15S HAS[#£Eft CESItAIEG Ff3'+ TfIE LOA0116=44,wlf Will t OPIWALL OP STIACIMG 3-Ar,FO AT 16• a C. OUALI TI SI At41APD) _ xIECTCA PLATES SIZES APE BASED Q'I A141,FORCES(J&'4 Off MIS DPAWIOG. iMSTALLAt)Otf AM,USE SHALL V10rPM 'RAFT, VILE'SS trlit0 91T1FPNISE. 18{ 110 PEPPER Or THE ILxJ55 kA• AxtECICA RATE SIXES APE CALLED 0'JT 1110TH tACP055 SL0T5; 11ITM THIS OFSIGII 12; ® ItxtICAIES PEAPIIID LOCAT11:31 171 SPECIAL 41110L TINS CARE SHOU.D 8E I LEKTM tALlxr SLOTS? A14D TIE OPIFNTAIION Of THE 9 IM IS OESIGP IS APPLICAKE T9 4MOPi FP$PMI M!55FS nF EPEC Gt1 OF TFIJSSES SEE M18.91 FOP PE_;..,.._ -72E C4LL T t5 tPE tItPECTLGFt DF TME PI,ATLCNGiry I[rfii FCAL{,QITxi Af�Ct -C(AIFIGLA)AFT(Al 414,LOADWS SPECIFIED Be FA8PKkt0P 1 -PEPETITIVE 14EMBEP STPESSES POT USED. -ADDITIONAL PLATING FDR HAWLIIG TPUSSES IS PE5POIISI811-11t OF FABPICATOP. RUH 3-7-8 3-4-6 3-9-0 3-6-0 3-4-8 3-7-8 f2 #2 tbb.5 t2 12 i-5-i4 i-5-14 7d 74 PLF Max Height 3-10-3 7-h-0 14---0 t29# 1290 32 1. 6 549 5630 545• }YlJ L y b 12 �� Kx - ty 2481# , 2481 6 f2tp3 #. 1230 123# PT Z 1' t 1 0 66# 6620 1580 562t 66# I n 20t50 2015# z t (3.5179X 13.51791 3x4 3x4 3319 5x6 3x9 20 4S 20 PLF 7-04 3-6-0 1 3-6-0 7-0-0 7-h-0 14-b-0 02 02 514# 510 1-4-0 1-4-0 21-0-0 Forces IL-P) CODE: STANDARD BiUIIEL.DDING CODEO(SgCCI #991} WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 984-0 AT EACH SUPPORT LOCATION. NET WINO PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom Point 03, Maximum Live Load Deflection of .184` (3/16), Index-.262, (L/1370) Maximum Total Load Deflection of .288' (5/16), index-.274, (L/875) PLATE TYPE: O.C. SPACING LOADING (PSF) TC LIiMBEA TRUSS: 21`4 H-7 T-17 DMO• e ^'WTS Inc2X4 02 Os SP ENG. FOR TRUE TRUSS INC — SOS 7•,0 OL TC 7 V 2_0-O LL TC 30 8c Lt 2X4 02 Os SP ER PROJECT: CENTEX 3708 08 DATE: 25 Feb 1993 11 OF 0 LL BC D egg LAYOUT 10: OL ec 10 2X4 #3 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 1! L-JI49EQ SH-LL BE OF I.E SPECIIIE1 4III1�4 CPAOES. 5, COINIECTOP Ott TF'i '-M-1 BE 111910 1 t0 101',t L r)11 V) 10 14E,,Hf PS MI-y'.kv, In RE rt"',11kyrIL 131 IriDIZAyfl,LATERAL VEIAREP '11A 0111 SMCIES, AIA) 191 4AeIW_IA1 AIOISTJPf L-3111E11T. OG Sj�" THAT THE �31111 Dr Fl,Elff�iL- 3/P' 4111! PLFISOODASHEAT.�-15.�1/2-e,, I,F� II.STALLA113#1 ALIO E.E,71�.jt-3i THE IPJ S. ITI-MMIFIFT -'16 1 0 B I C, I I I -LIM BE DOM III AC.-C. "', wIT, IS OF .1--CP ALLOWABLE STRESS IALUES. ALL ALLIES USE P_HCPOA';I`LICES,AIIE 1101 TO^. '.IP I, DF� .1 3P WAC 6 WRBE Sr CED C a (M ,14POPAPI BRAEVIS SWJ r - - Pr, FOP DESIWI APE BASED Ott TK LATEST EDIII011 OF 7�E NA- OIPECTLI 001, A OtT5- -HOPU SPLICE NOTED')7"EPWISE -'Jp III TPI BPACIF*AIIO EPE-T I JS W-fflt.I--A I I_tIS. 7, A,,P ij� I TIONAL DES1511 STAIACAPOS PUBLISHED 81 THE PIATIOVIAL 4-2�00 1,1AL lr_�SEOS �el� 23,12. FHA TCB 20t4. SBCC ALLCCC- PFSSIC-IJ CW MV4BEPS ASS'JAFEG TO BE 'CfITIIPjD'JSLeI5i TKIS DES153#4 CDIJFDPMS 7��C'JPMFIT TPI DES SI,SPECIFICA- Ff "E_i IF I/;�, I FOMST POODUCTS ASSOCIATIOIJ 7251. OVA LE �5 B A FO Be Flf"Fp 'i"' 41'V) PLVWC-D SHFAIHIPIG II5ttS7F(A7I*TAL PLATE C�PIFCCIFEO WOOD 1-USSES AM, L', THIS .'411 BRAC IF 0 OU e S A11D POS F3Q USS S DESIGN IS BASED Off CLAP)C51RIECTOn PLATES CAFL' 8) THIS TPjGS HAS BEFIT DESIGIIED F THE LOADIIIG SHOWN 0) OPIWALL 00 IF A 1 6 MEMBERS SPACED AT 16' ILI TPUSST14A,ES. 3! Cal SIECTOP PLATES SIZES AFTE BASEL OFF A,,IAL FORCES OtItf. 101) THIS(10010116, IIISTALLAT15ti Ali(-,USE SHALL CCAWDPM ;UA/)* I-RILESS 119TEO OT"EPWISE. 1 6. ITO BEP OF THE Of CUT GA MODIFIED IN AIJI a PL SIZES IN THIS DESI,3,1 BE INDICATES -ATIOIJ I4EH* E A! C-31 JECTS �LATE S Z S APE CALLED O'JT WIDTH IAC.GSS SLOTS 12� IF ATES BEAQItI3 LO 171 SPECIAL "ANDLItI3 CAM SHOULD BE TAX IT CUP1113 S.1-11A: '"ll Be IALTxj, LVIGT SLOTS. IqSES OF ERE TI THE OPIEITT�TIOE LF THE ILICA.1-1 I.I IIIIEP SPAM 11 S SEE 18 91 FOP PEC,AIMEMAT TOPS IS 'C' IS C 0"OF T"USSES SEE SIZE CALL 7JT 15 TtIE DIXCTIOli OF ITfE _A I Er.,I'- )MIS DESIGN L.1,11, _M4Q-�TF C G�FRA 710 CCI IF I GUR A I I Of 1 4110 LOADING SPECIFIED Bve FABRICATOR -REPETITIVE E PETITI VE f4EMBEP STRESSES IIOT USED. -ADDITIOrIAL PLATIIIS FOR HAf1DLI1IG TRUSSES 15 PESPOPISIBIL17( OF FABRICATOR. -THIS TRUSS IS DESIGNED OtILV FOR THE LOADS SHOW11. PPOVISIOU FOP THE PPEvE IT TIOfT1 OF PUMP* MUST BE MADE AHD IS 1IOT THE FIESPOUSIBILIT? OF THE TRUSS FABRICATOR OR CLAPf. RUN 4-7-13 4-4-8 3-0-0 4-4-8 4-7-8 RUN 1-5-14 1-5-14 74 PLF Max Height 4-10-3 12 6 273# 273# 12 SXS3220 3220 5 32<20 `�{3 \ 1600 1600 C, 860 1190 1191111 86411 t 960/ 9601'00 13.51381 3x4 5x6 3x9 3x4 20 PLF 9-0-0 3-0-0 9-0-0 1-4-0 1-4-0 Forces(L-A) 21-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEE1 Ito MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: I Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .069* (1/15). Index-.098. (L/3652) Maximum Total Load Deflection of .100' (2/16). Index-.103. (L/2333) PUL) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 2110, H-9 T-18 ONG. 111, ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X4 02 N SP ENG. FOR: TRUE TRUSS INC SOS I 1 801 S. GSM SC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRANO PRAIRIE. E. TX 75051 7.0 OL TC 7 2X4 #2 N SP F 70 (214) 660-3940 PLATE LL SC 0 WEBS LAYOUT 10: 90 244 OL BC to 2X4 03 SP ADDRESS: --iil-ALE MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47EXCEPT 45 MAY BE NOTED 3/16 -`Ut4*Q F IH SP 5' .;npE•'-1()0 11-'IES X1111. P.1 I11Gla1I FD SM*Ini,AIL 1011 10� 4t IFUJI'AI C")Att•4EMP.EAS ASY44E.G 10 RE CCNl11t1UU'.JSL r 13, .f Ir1D1:A1ES LAIEPAL BP<C II IG I$1tBEG '1/4 t+(Il , $HALL-2E Of E M M31 IED NIDIP.IA r>DADE S. - $PECIES, ALID 191 MA/IMJN MOI ST JPE CGIITEH T, OR 5•)�H THAI THE .}J 1111 RnR CEG Br EIIHER 3/8" �N IIII PL rM1]O SHEATH I1 L3, ti 2' fA' II15IA1L Al I�.AI Al[�EPEC TI'AI GF 1 tP• TOP CrC41r SPLICES 'HE TILT PE C:'AM EODEG ID�CC:'n IH HE J55, PEGrI_E 111, ArIL IS GF MIGnEP ALLJMABLE STPE55 IFIUES, ALL JALUES USED 6: IH; DP,WA GP BP Ar IIK MEMBERS SP-ED f0' o e IHa/; IEHP[pAP. BwAC[N$ SeCJJLG BE DOLE IH ACRtt�<O�E Mlin FOP DESI+N APE BASED DII THE LATEST ED 111314 OF TIE HA- GIPE CILI ASM A BOTTiM 'MDPC�SPL I'E. '.VRESS DOTED'TMEPMISF CLPPEIIT TPI SPACII5 A(ID EPECTIGH PJBLICATIDIS. TIDNAL C{SIGII STAIDARDS T^JBLISMED B+ THE HATIOIIAL -1 1-2000 Al" tfnAPEPS ','BC 234:. FnA 1::6 20tA. `.;PCC 111 ALL CGNT'PE$SICU Cw_'•PG wEI.MfEPS n55UNEG TO BE CGHTIfVJD'JSL1151 THIS GESIr.0 CVWDRHS TG C:PRE111 TPT OESI iI!SPECIFILA- FOPE5T rPOGUrTS ASSGCIAT1014. 1251. SOCA FILE P6-125 BPACED B1 EITrIFTI 3/B" :4111 rL 1M.1:-0 5HEA7HIUG, 1/2- 11OU5 FDn METAL PLATE i3 VIECTEG MOOO 1PUSSES a1G 2) THIS DESIC41 IS BASED DU CLAn1 C.AIt1ECTp1 PLATES OIL1 PI THIS IP'JSS HAS BE Ell DESIGIIED F!p THE LOADIIIG SHOW �Mltl.) OP/MALL Dn BPACUIG WE NBEPS SPACED AT 16' o.c. DUALITI ST Al10ARGS F.GP TP USSES. 3! C01kECTOP PLATES SIZES APE BASED al AXIAL FORCES 01411. 011 THIS DPAWIUG. It15TALLA7TG11 AUC•USE SHALL CO)FOOM 34AXI. UIILESS VOTED OTIEPHISE. 161 IID ME GF THE TPOSS MA, BE CUT CAP NOCIr IED I I Ali' MA. 4! Cp41ECTGP PLATE S12ES APE CALLED O'JI WIDTH tACPOSS SLOTS] WITH THIS DESI-1 121 M IUD17ATES SEAPIU3 LOCATIOI 17! SPECIAL HAUDLI113 CAPE SHOULD BE TArEU GUPM1 SHIPPIUA AUC B'1 LEtIGTM IALDIr,SLGTS! APG THE OP"," DI Of THE 9� IH IS DESI!'ll TS APPLICABLE IO SHUPIEP SPAT. IP'JSSES OF ERE•_TIGH OF TRUSSES SEE MIB-91 FOP PECC•MIEIIDATIDOS SIZE C O'Jl GR CiF T I!GDE HTICAL LUADIIIO�.HD COtlF_LG_l1Hp Tlr•14 -COHFIGIJRATIOU Mir LOAGIIIG SPECIFIED By FABPICATOP ' -ADDI T IDIIAL PLATIIIG FOR HAHOLING TPUSSES IS PESPDIISIBILIT/ OF FABPICATC•P. RUN 5-6-4 1 4-11-12 I 4-11-12 -H 5-6-4 RUN 1-5-14 1-5-14 74 PLF Max Height 5-7-3 12 rjX lY 6 3680 .L 12 3780 \\ 3780 y 4. 1930 1930 n � 660 1380 1380 661 n 9600 9600 (3.51 30% 13.5136% IRI If • 5x6 3x4 3x4 3x4 20 PLF 7-0-0 7-0-1 7-0-0 1-4-0 1-4-0 Force!IL-R) 21-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) MIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED 6� AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 8 Maximum deflection occurred at bottom joint /2. Maximum Live Load Deflection of .069' (1/16), Index-.099, (L/3652) Maximum Total Load Deflection of .109' (2/16), Index-.104, (L/2312) I REV 5- ��93 J(4 CW(ND `^►tet CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0 COMMON T-19 DWG. • ALPINE ENGINEERED PRODUCTS Inc y�000 2-0-0 LL TC 301 2X4 •2 N SP ENG. FOR: TRUE TRUSS INC — SDS 5 1BG1 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+8 DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X4 12 N SP 33.33 LAYOUT ID: (�� ^�p (214) 660-3940 LL BC 0 WEBS 1 3/16O�tN'LVI'v` f8B DL SC 10 2X4 A3 SP ADDRESS: SCALE: Opp—/ MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED a I--LU4PE0 SHALLseE OF THE SPECIFIED M1111M'JM CPADES. 5! 'DIx E!TOo Ptt'F'; 5HA11 PF IH_=1A1.IIO 51-0.'R1:'.AIE I Oil 1� Alt 111151'.01 CIN)PD 141"Pt H5 AI,S.n+fO ID BE i:'JIII IIM1Q.MiL. 13' {/IDI.A IF.Fi LATERAL RPt.11Y.Mf MBER 1114 4111.. SPECIES. MID 192 MAYIM,)iA MOISTURE COINE?JI. OR SUCH THAT THE J]I111 RRACEC 01 EITHER 3/0' •M1111 F.LIM70D SHEA141113, 1/2' 14. IUSIALLAIISA AIG EREr TI_+1 GF THE TVJSS. PEF'MAIEIIT, AIG IS OF hl GHEP ALLOWABLE STMESS IALUES. ALL AALUES USED B; TSP CH'PO SPLICES APE 1101 HEC541+EHDE6 TO C_r•,ip 1M711; DPIWALL DP BPACVWY MEMSEPS SPACED 10' 0 C IMA/;. TEMPCPAPI BPACIt15 SWJJLO BE OOE III ACCC•PGAIICE WITH FOP DESI7II APE BASED ON THE LATEST EDITidI OF THE IIA- DIPECTL'I A BO/E A BD7T:M CHDPE:SPLI'E_ �IILFSS 11DIED OTHERWISE -UFWIIT TPI SPACIHS YG EPECTIC.11 PJBLICAIIUS5 T IMIAL GE51G1 STMIOMADS PJBLISHEO B+ THE HIATId1AL TI V-20OC AP F40 AL IrnIPERS'. '..'BC 2342. FHA ICS 291A. SPCC III ALL COI.M'RFSSICAI CHIi�MEMBERS ASSUMED 10 BE COIITIIr-VJSL1151 THIS DESIStI COIFORMS T5^_'FREHi tv[ DESIOU SPECIF[CA- FOPEST PRODUCTS ASSGCIATIOH1 7251. BOLA FILE 86-125 BRACFG PI EITHER O/P" -1111 ILIM%()SHEAIHIMG 1/2' 11G1S FGP METAL PLATE C:A n1ECTEG WOOD 7.-,SSFS AIG 21 THIS DESIGN IS BASED dl CLARI CdMECTOR PLATES GLI el THIS TRUSS HAS BFEH OESIFAiEO FOR THE LOAOIUG SHDWH :MIH.{ OP(WALL UP OPACi11G MEMBERS SPACED AT 16' 0 c. DL{ALITI S7AIIDAPOS FSP TPUSSES. 3! Cda ECTOP PLATES SIZE5 APE BASED OVA AYIAL FORCES dALI. 0H THIS OPAWIUG. IIISIALLATIj11 AND USE SMALL CCAKOPM 'NAY!. UA-E55 HOTEU OTHERMISE. 16! Ix)IEHBEP CF THE TRUSS MAI BE CUT CIT 0XIFIEO 111 NAI MAI, A! COta 1ECTCA ELATE SIZES APE CALLED OJT WIDTH (ACROSS SLOTSi WI7H THIS DESIUN 12? ® IfJOTCATES BEAP14B LOCAITCRI 171 SPECIAL HAIIDLlt*GRE SHOULD BE IAe EU D-PPI.3 SMi PPN13 MID B'I LENGTH (ALGIG SLOTS( AIL THE 11PIEINTAT I d1 OF TIE 91 THIS DESIGN IS APPLICABLE 70 SHOPTEP SPAN TP'.ISSES OF EFECi ILII OF TPUSSES SEE HIB-91 FIA PECCMEIA)ATIGS SIZEC J 1 MT [ LOAD NG III)COTE GJPA TI011. -COI IFIGLIRATICAI MID LOAG111G SPECIFIED Of FABPICATOR -PEPETITIVE 14EMBEP STPESSES IIOT USED. -AGDITIGNAL PLATING FOR HA{AOLIIIG TPUSSES IS PESPOI'ISIBILIT/ OF FABRICATOR. RUN r 4-2-0 1 4-2-0 'RUN 1-5-11 1-5-14 74 PLF Max Height 2-5-3 12 12 2851 8 4x7 B VVVV 2480 1390 Tn i n 1 N 21• 511 570 241 91 f•r I: 6322 1/8• [3 1 ,5125% 13.517% 3x4 3x4 20 PLF 2-1-12 + 3-6-8 1 2-7-12 1-4-0 8-4-0 1 1-4-0 , FOrr_s tL-Rj T BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area ! UPLIFT CONNECTION REOUIREO: �Q AT EACH SUPPORT LOCATION. NET WINO PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHDRO BRACING REQUIREMENTS. No trusses: 2 Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of 0' (0/16). Index-.01. (L/37125) Maximum Total Load Deflection of 0' (0/16). Index-.01, (L/0) ©QE:U 5-(-P3 .UG (' W)1JD) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 8'4* COMMON T-20 DWG. • ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 •2 N SP ENG. FOR: TRUE TRUSS INC - SOS �� 1801 S. GSW PKWY. 7.0 OL TC 7 BC LUMBER PROJECT: CENTEX 3708 8 DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 2X4 •2 N SP LAYOUT I0: F (214) 650-3940 L LL BC 0 WEBS 128 33.33 OL SC 10 2X4 /3 SP ADDRESS: SCALE: Pr _ MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 3/8 Tatif rate of (Ormpanq Titg of ,Atlantic jg=4 -- Yluriba 15rvttrtmeut oaf 'Nutldtng nsvertinn 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 carious ordinances regulating building construction or use. For the following. Use Classification 1 TY - C «n=j- r' 3 �i�'i GC Bldg. Permit No. `{� Group 1 Tar Type Construction 1 Fire District ,e .ch Owner of Building Address r t, r ' , z Building Address 1546 bi-,I .side— L 1*Vel-ocalityAt13T"j:ic Beach, rte. 3243.E By: DON Q. FORD (ding Offi ial Date: POST IN A CONSPICUOUS PLACE DATE: _ PRE-SL},VICE UIYISIUN JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL I0SPECTI0N(S) HAVE BEEN MADE AND ARE SATISFACTORY : _________________________________________________ _________________________________________________ _________________________________________________ __-__-__--___________--______-__-_---__-_-_____-_ Eoulooed are the blue copies of the permits. SINCERELY, ` BUILDING INSPECTION DIVISION oo, FILE � MAP SHOWING BOUNDARY SURVEY OF LOT / BLOCK - AS SHOWN ON MAP OF ' 44rz pew L/�G/'remDE exA117 Z AS RECORDED IN PLAT BOOK 47 PAGES Mf OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: CcwrW*ar MAWWr 93PAW�D I W EW Z NOIE BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PIAT. 5.1 fes/1/E JAN 0 6 7994 • 'Aj Building and Zoning �. /� j'7 vi/ • S /rots 41 ,�° .3a s4' n :• •. •.' o W _ t"'"__ --aC�6',/.E:A. EAl6ME.�r Q .�.•�• . zit' ^.ate r N r Al. 6 ANW4 V y K V mss/ • o 0 1 � /.4' 41, //.t' b iLai. -4 7 4' 0,5 toNca6Tt A/c Aw / P4 rAV X No - ew�.nrosu. o .r�V O i c stir ,eavw.r • . tleglastt I-'4a T Of 60KeeAl.WW7' LOT SEtT/D�t/ /7, TA0VA,6rf14P