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Permit 1660 linkside Ct N (vault folder) t ADDRESS w Q BUILDING PERMIT NUMBER INSPECTIONS: FOOTING C� UNDER SLAB PLUMBING_ / SLAB ' '- Ql 7 FRAMING % COVER-UP_ t1© - INSULATION - 7 FINAL BUILDING. - cl CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT #_ INSPECTIONS ROUGH FINAL MECHANICAL PERMIT # C�-? PLUMBING PERMIT # �eu�er S gfl NOTES : CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029475 Date 1/10/05 Property Address . . . . . . 1660 N LINKSIDE CT Tenant nbr, name . . . . . . REPLACE WATER HEATER Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor --- ------ ----- ---------- ------------------- ----- REICH, JOHN DAVID GRAY PLUMBING INC. 8850 CORPORATE SQUARE CT. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 483-0163 (904) 744-7255 ------------------ -------------------------------------- -------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- -- ---- ---- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 a BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 0 a a u � BUILDING OFFICIAL y, ij{ �,�,,. �'sy�ss t T'P'"fig t y, 00 17q' ?�� r CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION - BANK: Alse'VIV jilt Check Number : 6d10 / Date: Property Address: 'or t Owner: �� Telephone#: t4 Telephone 1�3 Contractor: DAVID GRAY PI IMBING, Ttyl=_ Telephone#: 724-7911 Contractor Address: 8850 Corporate Square Ct. Fax#: 723-5668 Jacksonville El 32216 In consideration of permit given for doing the work as described in the above statement,we hereby agree to p--form said work in accordance with the attached plats and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein_ Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, o New list the building permit number 0 j Re-Pipe c F' Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals ; Floor Drains Washing Machine i{ I Lavatory Water . j Sewer Water Heaters Other Fees Permit Issuing Fee: 535.00 'Total Fixtures: I X.$7.00 + $35.00 800 Seminole Road - Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800. Fax: (904) 247-5845• http://www.ci.atiantic-beach.fl.us CITY OF ATLANTIC BEACH PRODUCT APPROVAL INFORMATION SHEET Project Name : OAK c de er Permit# Project Address:- /�6C� L--c r .As required by Florida Statute 553.842-and Florida Administrative Code 9B-72, please provide-the information and product approval number(s) for the building components on the following pages as applicable to the building construction project for the permit listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products . Information regarding statewide approval may be obtained at : www.floridabuildina.org In addition to completing the following list of manufacturers, product description and State approval number for the products used on this project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each-manufacturer's printed instructions, along with the-fist, on-the job-site available-to the inspector. The products listed below did not demonstrate product approval at time of plan review. I understand that before these products can be inspected, they must be submitted for review for code compliance and approval by a Plans Examiner. This form will be revised to include each new product in the categories listed on the following pages and will be highlighted to indicate the new products and required information. jECU Authorized Project Agent : l 11D D] Sc- no��— (Contractor or Design Professional (Print Name) (Signature) Company Name : PDS Inc. dba Schnorr Home Improvements Mailing Address :'6928 Phillips Parkway Dr. N. City : Jacksonville-State : Florida Zip Code : 32256 Telephone Number :.(904) 262-1517 Fax Number : (904) 262-1436 E-Mail Address : schnorr(7abellsouth.net - a PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA PDS INC. Sditum x0ftw .7MP Category/Subcategory Manufacturer Product Description Limitation of Use State# A.ROOF PRODUCTS I.Structural Metal Roof Structall Bldg. Snap-N-Lock Metal Design Pressure FL 1387.3 Sys. Inc. Composite Structural +10/43 Insulated Panel 4� � 47 1-1 MAP SHOW NG BOUNDARY SURVEY OF LOT 1Z BLOC' - - .AS SHOWN ON MAP OF 43 EL UA L ZAJ>u-i� /`JE L/,y/T ?- AS AS RECORDED IN PLAT BOOK 4-7 PAGES THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CER17FIED FOR: Gy v ST4/07-/yC A. -rzJM / "llFi2SZyAJ10&) MU27GflGC CGu°p7; OL-O G-"X�UBLiC. /UST/UV.�L T/ 7-LC--'/A-)S • eo. VISIf ti 7'/7-1-Cr L 1/vt-<S 1 IAC Cvv�T /Uva?I-1 89' Zco' Cxo" E. S15.c)::)" 7.5' C.A . CSM'T �� • " N Z S7'� � �(J 89 k) 591, l p X o m Cl. Q G\ N i, W lav /2,5 < a a �- 4. r y 3 iv IW /SCC r E,ce.Es m P ov 4'ee co, wvor] o X x /z7 NOT VALID UNLESS EMBOSSED MTH SEAL OF THE UNDERSIGNED. BEARINGS BASED ON LINE AS SHOWN THE PROPERTY SHOWN HEREON APPEARS TO LIE WI THIN FLOOD HAZARD ZONE >< AS SCALED FROM FLOOD INSURANCE RATE MAP _ FOR THE CITY OF AlaEAau ` , FLORIDA, DATED_ 4-l7- 8 9 AND IS SHOWN AS A COURTESY ONLY AND DOES NOT CONSTITUTE A CERTIFCAT)ON OF SAME. t� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD =� = ATLANTIC BEACH,FL 32233 r INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030443 Date 5/27/05 Property Address . . . . . . 1660 N LINKSIDE CT Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- RELCH, KIM R & R ELECTRIC COMPANY P.O. BOX 60665 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32236 (904) 768-6166 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL Ji), 11111 SS, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 J.�3I Application Number . . . . . 05-00030185 Date 5/09/05 Property Address . . . . . . 1660 N LINKSIDE CT Tenant nbr, name . . . . . . SCREEN ENCL ON EXIST. SLAB Application description . . . SCREENED ENCLOSURE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 5465 Owner Contractor ---- ---------------- ---- ------------------------ REICH, JOHN & KIMBERLY SCHNORR HOME IMPROVEMENTS 1660 N LINKSIDE CT 6928 PHILLIPS PKWY. DRIVE N. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 483-0163 (904) 262-1517 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 60 . 00 Plan Check Fee 30 . 00 Issue Date . . . . Valuation . . . . 5465 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 60 . 00 60 . 00 . 00 . 00 Plan Check Total 30 . 00 30 . 00 . 00 . 00 Grand Total 90 . 00 90 . 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 WHIC ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH °c: J� x; Eard BUILDING / ZONING DEPARTMENT ° 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 015 - 1301165 Property Address: L-0 �'� L—I �K.S l�.2� -, 1y Applicant: SAY I►'�OY3� OYY� �[J'�'�/.�►'��2 Y'Y'ti(�"1 Project: J This permit application has been: Approved Reviewed and the following items need ate : 721 Please re-submit your application when these items have been completed. / Reviewed By: Date: Date Contractor Notified: In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. Signature of own4 Date: �a " 1�3 - 0 5 I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction Ttheorinuance of construction of the propemty. I understand that the issuance ofthis permit is contingent upon the above information being truand that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date" Address and contact information,,of person to receive all correspondence regarding this application(please print). Name: �C� ��©aJ e 4--,4yaI/e 1w r B.�1�{ Mailing Address: Telephone: g-1C., S/ Fax: . 6 ;Z E-Mail: AS TO OWNER: Sworn to and subscribed before me this -3 day of 2005 State of Co u+ty of Duval �.. JOSEPH R.BERNlNG Nota Public-state of Florida Notary's Signature:N Not s Si afore: MCom #pp 3 9539 [Personally known •'a�"' BOrmded By National Notary Assn: ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,.r ,20i, State of Florida,C`{��a 1 �.� ll `��1�:•`jOTARy%•.tS�j�'�.� rPe 's Signature:e; My Comm.EXPlres rsonally known January 14,2M9 r No.DD 378877 ❑ Produced identification Q Type of identification produced �► pV `0 ;PCO\. /�z `0 tF �� 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14tO3 Cita of Atlantic Beach *** CUSTOMER RECEIPT *** Over: BORDERS Tyoe: OC Drawer: 1 Date: 5/89/05 00 Receipt no: 53372 Descriotion Quantity Amount 2885 38185 BP BUILDING PERMITS 1.88 $90.88 Tender detail CK CHECK 26367 $98.88 Total tendered $90.00 Total oaywent $90.00 Trans date: 5/89/05 Time: 15:55:81 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. Signature of own Date:— vol I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction oTtheormance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being trect and that the plans and supporting data have been or shall be provided as required Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application (please print). Name: 5�t5e 4 o Lr o w�e tremrt 1T Mailing Address: 46&? ?�t�`�(iys ��u�y. �r./�, � s o �`r/� /`/ Telephone: e�(r;Z �$/7 Fax: ;Z6,7 111-3,6E-Mail: AS TO OWNER Sworn to and subscribed before me this 2 3 day of V_e 16• .2005 State of of val "1"�., JOSEPH R.BERNING zMi .,,e��:Notary Public-State of Florida Notary's Signature: MV Cants sbn E)0w Nov 7,2008 Commission#DD 369539 [(personally known Bonded By National Notaryqun. ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this R I day of „' ,20_LL__, State of Florida,COM mi mal AS TA Not 's Signature: Y; My Comm.Expire: • � Personally known January 14,200® No.DD 378877 ❑ Produced identification �(P., ."SIX Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 Doc#2005142933,OR BK 12436 Page 297, Number Pages:1 Filed&Recorded 04/25/2005 at 02:30 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 NOTICE OF COMMENCEMENT State oflovi da Tax Folio No. County of /cava. To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,"and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved:_ Address of property being improved: /G60 <«r/,reale <2 N, Oewcl, 14F, a 3 General description of improvements: ' /S' / Gni/osu.2 G�ssx sem' E(ee7�rC Owner: --53114n Address: «,!e s,�cle , Ali. /a,Pr4a ea Fl �3oZ a 3 3 Owner's interest in site of the improvement: fe,G Seo/G Fee Simple Titleholder(if other than owner): Name: Address: _A +ontractor: ' -1), G��c r✓ SY_ ' Address: dr'l/vs p,«,Y Dr Kle, T�r►G�so.,•,//� Fl .� �6 PhoneNo: j�—' Fax No: Surety(if any): l Address: Amount of Bond$ Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself designated by owner upon whom notices or other documents may served: Name: Address: �l Phone No: Fax No: v In addition to himself,owner designates the following person to receive a copy.of the Lienor's Notice as provided in _ Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). -- Name Address: Phone No: Fax No: Expiration date of Notice of Commencement(thee iration date is one(1)year from the date of recoading unless a different date is specified): TIES SPACE FOR RECORDER'S USE ONLY VNER Signe : _Date: Before m this_? day of OS in the County of Duval,State of Florid h personally appeared ,,..�..... JOSEPH R.BERNING �, 4,RY P ` Notary Public-State of Florida ryvNotary Publi at Large,State of Florida,Co my of Duval. ' -AyCortxr*slona0wNov7.2008 -;� isalon#r DD 369539 My commission expires: P;,,',t�•'`' CommBondedByNaNorwlNotary Assn, Personally Known: or Produced Identification: $!ay j Jya CITY OF ATLANTIC BEACH Cc. .SJ BUILDING / ZONING DEPARTMENT L. Hiactins D. Ford 800 Seminole Road j Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application #(35 --3 C)I e)cJ Property Address: L-. \nk SI C C-t ` Applicant: Project: �C�l��'i�/'1�0� �'1 C�t�S�.0 iZ �'1 S n This permit application has been: ❑ Approved ❑ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: J 017Y OF,� Et. 7!C F?EAC ;- - � �UII.nlnar -y CITY OF ATLANTIC BEAC • APR 2 ga BUILDING PERMIT APPLICA ION (ALTERATIONS/ADDITIONS) B3 Y.- � r Date: � Job Address: ��i�r� 4,t vtkskle 0�1 /V . �� i� oclt F/. 3,:;�R 33 Owner of Property: , /C,�XLj V,r e r(k &,/,IcJL Address: /6"(ls' Leh A- i,,W C A Telephone: Legal Description:'Block Number: Lot Number: / ,Zoning District:p Contractor: Pildt1tc6•iState License Number: Contractor's Address: s W �i, -, e �l Telephone: c�26d /-S—/ 7 Fax: 62 C Describe proposed use andnrk to be done: rcl��iau.k � e�F7 �•2�/S 4-N sir`c tC �,7ot'j e,5 ��fr c 'y s ;' Present use of land or building(s): Valuation of proposed construction: 16 S11 G� What are the dimensions of the added space: 7 _feet x Z. feet Will the added area be heated and cooled? L_ New electrical or increase in service? 1 QYfsme 6fl Add plumbing fixtures?_ /Y' _ Add fireplace?_! Add beating/air conditioning? Is approval of Homeowner's Association or other private entity required? lv6 If yes,please submit with this application. Win this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? O. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. .. . , NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS RE0#1RED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times eaeh6onth. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required (If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ci.atlantic-beach.f.us Page 1 Revised 1/14/03 CITY OF 14&K444C Ae4C-4-0;&Td4 / Office of Building Official REQUEST FOR INSPECTION Date .�__.� Permit No. Time eM. C— Received �._ � _ .M. Joh Address Loca Owner's " Name 'ontractor BUILDING', CONCRETE ELECTRICAL PLUMBING MECHANICAL Fra Footing Rough Wiring E, Roughs _: Air Cond.& Re Rooting Slab Temp Pole Top Out Heating Insulation Nj, Lintel _ Final Sewer E Fire Place READY FOR INSPECTION Pre Fab Mon. Tues, Wed, Thurs, Friday PM. A. Inspection Made _ _ R Inspector Pinal Inspection E Certificate of Occupancy Date __ _ CITY OF Ae�,;e.4,- A11- Office of Building Official REQUEST FOR INSPECTION Date S1' �___ _ ,— Permit No. '� Time �f+ A.M. Receiued _ ! '`RWt. Job dress Locality �r Owner's [Jame actor i BUILDING CONCRETE (-ELECTRIC-A PLUMBING MECHANICAL Framing Footing Rough Wiring r Rough Air Cond. & Re Roofing Slab _ Temp Pole p jTop Out Heating Insulat'o^ Lintel fjna! Sewer Fire Place L Pre Fab REA OR INSPECTION A.M,, Mon. Tues. Wed. Thurs. Friday A.M. Inspection. r0adeP.M. ;nVector Final Inspection Certificate of Occupancy Date t C3fft�" a,pcc^(Eo• u �� O� EES. �j__--- permit No. S V l,�r-/�� A.M.. U p.t�. ec G- peceivedjatylC�1- secs Contractor INC+ Gond a }ob Add p{UN16 t= Air Heatin0 .= — CTe`ifG Rough CJ Fire Place OwnerPre Fab :^firing Top 011, Marne Coil, E Fioug'Foie = gewer p N;. gUtL�tt Cx _ Footing Fina Frea Roofing L'et _RF A4`{ FOR INPEGFIC Th Friday F insuiatian Wed. uas action cc - 1 �__� Finat InsP uPanoy'u Mon. Certificate o'� ---�-� ctlon i fade - r _-� pate ——� t.'Spector �� V F �a .1 .v r SEP—W '94 14.50 CLARSON ^......095 P02 MAP SHOWING BOUNDARY SURVEY OF LOT /t BLOCK WOWAS SHOWN ON MAP OF u%"fL v,4 41A/& ./V9r ZIA//T AS RECORDED IN PLAT 1300K 207 PAGES ' -� OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. ;FOR: CeAe d PeddCX CegeAgq io v NOTE: BEAFNNG3 SHOWN HERON ARE BASED ON THE ABOVE MENTIONED PLAT. or wvr�r,A (,50',Qics Sir o,r wA✓� � J4' �i CCNCfE rE . � i✓ �,, �I� w� •�-a•. �� ., of O.s' �ir�oeRi� p 0•b � f�•Q' ��STORY STUCCO - �� N /5"&A V45 H � N : os' a CAk od 4 � B �.^,•ouNa�rjor� 40 r. vi i n Anel A Tatiftratt of Mccupaurg Atlantic itar4 -- .Aluriba Jepartmtnt of +wilding Inspertton This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. i Use Classdication `c'?=7 1e Fa-m i I y Re "de-aCe Bldg.Permit No. 8090 Group 61. Type Construction Fire District Beach �. 6&220, �'out'}i v, it Drive Sett-y. Owner of Building CeTitex he.a EsLz,to Address �1-6",-.'i4 I tllc B ng Address lhc,'y LAtk-SidiP Qt. N.t_ocality Atla"I]tic Beech, L 32233 By: D 1i C. FOR-) a Building Official i h� Date: _ l POST IN A CONSPICUOUS PLACE CITY OF r��i!a,.cctcic �eacl - 1�l�cida 800 SEMINOLE ROAD �► ,�- _ __,__ _ ------- ATLANTIC BEACH,FLORIDA 32233-5445 - - -- - TELEPHONE(904)247-58M FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: 9 , 9'—C1 <1 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 Sincerely, Building Department CITY OF / !.� - Office of Building Official REQUEST FOR INSPECTION {_ yo Date J b Permit No Time i\ A.M. Received Job y ess ocality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing `✓ Footing Rough Wiring E Rough E Air Cond.& Re Roofing Slab — Temp Pole E Top Out E Heating Insulation Lintel Final E Sewer Fire Place E Pre Fab READY FOR INSPECTION _ n. Wed. Thurs. Friday P.M. f— A.M. Inspection Made P.M. ),Spector Final Inspection E Certificate of Occupancy E Date CITY OF p B -1 u Office of Building Official REQUEST FOR INSPECTIO - (� 809-3 Date — Permit (/ —7 Time A.M. Received P.M. Job AdOMss Loc Owner's Name Contractor _^ CONCRETE EL 1tt�. PLUMBING ECII CA! �W ,ng � Footing [_' Rough Wiring � Rough Air Re Roofing _ Slab r Temp Pole Top Out Heating Insulation Lintel ❑ Final Sever Fire Piaci: J Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday-- A.M. Inspection Made P.M. Final Inspection Certificate of Occupancy i CITY OF 4&4a&- BewA-49"* Office of Building Official REQUEST FOR INSPECTION Date Permit No. �-�37y Time A.M. Received P.M. Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL UMB NG�MECHANICAL Framing LF Rough Wiring A, Con d a Re Roofing Ej e o� Temp Pole L� Top Out Heating Insulation LE n I Final L7 Sewer Fire Place Ej * Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed, Thurs. —'Pr M. Inspection Made Inspector— Final Inspection 0 Certificate of Occupancy E, Date ��{1 Off t(A f Euiiding Official �D `j 3 L ti RE6UEST FOR INSPECTION '?y 3� m ��,,,rrr�� Q 8a8 a P Date----- f} — Permit No. Time r © A_M Received � "P PA,. � Job Addwss afity Owner's .----'-""--- Name Contractor itv CONCRETE ELECTRICAL PG `\ r ,ng Footing _ Rough`+siring Rough Re Roofing Slab Temp Pole Top Out Heating Insulation -,. Lintel = Final' _ Sewer Fire Place Pre Fab READY FOR INSPECTION AM, , } Mon, Tues. Vded, Thurs. 41 A.M. Inspection,Made _ P.M. Final Ins eotiol ?, ` Certificate of ccupancy Date _ i NMI O a D Dor • DO NOT REMOVE Mmm THIS jog HAS NOT SEEN CO MK TED The following odds om or correctiOM SWA be node before the job will be oocepted ft 's unfowfWl for any Co'pe^•e• Contractor, dv•+oer. Of other persona, N cover Or touw to be covereC or, VV'Of the w0'► wAh ftoortn9. loth,Nrtfs or *that motonai un- the pope. •^Spector hos Md ompi* t.'ne to opprow the In%tollot.on AfvW addition% Or ceerectiens M%.e bee^ wteda. u; peps'tnt•nt far an inspett.on, f e: .Aspectars are •• the Off.ce yarn too Mo-oe. '%.0vVn rr,d•v p DATE: _8 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE: AND ARE SATISFACTORY: _�I� ------ ---------- - --- ---------- --------------------- ygS7 ' .3 --------- ------- ---i--------------- �� G I _____________________ - Enclosed are the blue copies of the permits. ERELY, BUILDING INSPECTION DIVISION cc:FILE CITY OF 4&od c Bwc4- � Office of Building Official REQUEST FOR INSPECTION Date _ ! Permit No. Time A.M. Received RM. l Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICALLUMBING MECHANICAL Framing O Footing ❑ Rough Wiring [] h Air Cond. & 0 Re Roofing ElSlab ❑ Temp Pole ❑ Top u � Heating Insulation ❑ Lintel O Final F-1 Sewer Q Fire Place C1 Pre Fab READY FOR INSPECTION <1 3 Mon. Tues, Wed. Friday -NW- pr A.M. ` 1 Inspection Made P.M. Inspector Final Inspection Cl Certificate of Occupancy C' Date TRANSMITTAL DOCUME`N�T FOR JEA DATE: e�' e ' �� 7 The following permits have passed "rough" inspection: Permit No. Address RRc&=ex xxxexx=xx$ n*=ap xmxcaficxbkaxVeacL,ta. Please update your records accordingly. Thank) you, i BUILDING CLERK CITY OF ATLANTIC BEACH /vcb 843 06PAf1TM9NT OF OultbING CITY OF ATLANT16 StACH PE I.I'� INFORMaATION ------ ....��_��. LOCATIo� INFORMATION - R t ; X34;36,, Nuoiber Add r so , 1660 LINKSIDE COURT Pe mit b I x rr CAI, � BEACH,, FLORIDA z `t lass "a Work: N� .-----� ..� �t�AL DESCRIPTION Co ttr , Type.* WOOD FRAME, Lot . I31c�oks Section: "fr a il U's-e:,t ZN0LE +lI LY '�'`oWjjrsh1` ; R14G* 0 Dw e I 1A pI CodS }� i cin`. ELVA" LIN tS ISE Ettimated. Value SO .00 Tt r ov, Cost; 4 00 ota1 ? 3 F 13a $41 .0-0, ork"; NTRAL NEAT AND , AIR IN NEW SINOLE 1AMILY RESIDENCE' PLICATION ITERS PERMIT $47000 ! Ad SI ?E 'OVRT WPal 6 AT IMPACT T`EE47 0.q ) FEE RADON GAS- '.R. S. : $6 .00 i s _ �NFOR MAT" Obi ----- - RADON CAB 5%' 0 00 N t N N AT : A CAPITAL IMPROVE t3 il 00' SEER 'T'A.P. __ tt .06 A ILIE, FL 3225 CRa S CflN FCTIpN $0 .00' L o'. ° r A'. 'T"YP a SEC H MPRd.T FEE „, 0 CONS.T.,SUR NAR�E Ott: � i N�JTES `w n NG1'ICIr--A►I.L Ct?NCRETS DORMS AND PO©TINU S MUST 8E INSPEt V BBf4ft9 PGURING ;f PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE I 13t1tLt3"tNG MIATERIAL,RUBBISH AND DEBRIS FROM THIS WORK M.VST NOT.BE'PLACED IIV PUBLIC SPACE,AND MUST BE G1.t141 #D VP ANf�HAUL,E0 AWAY'BY EITHER CONTRACTOR OR OWNER aI E;To � 01MPLY WITH THE MECHAN11CS�' LIEN LAYS CSN' RESULT IN " " 3 l lFR'PAYING TWICE 1=Q�..�3�J1�.0 �N� MP' ��I�I�NT ," iSSUEp'ACGORIING TO APPf301�ECt PLANS WHICH ARE PART OF?14tH WERMtT AND.SUBJECT TO REVOCATION FOR,. I YiOLATiON f AF'Ptki ASLE PR©VIS1ONS OF LAW. ATI:ANTt 'EACH BUIL �06PARTMENT ra�s►r; # t�tpt e: b14T194 00 r4A.- W57M Ta I Past $47.00 ZZ x 4� I BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC EIEACH ATLANTIC OCACH,MORIDA 3!X33 APPLICATION FOR MECHANICAL- PERMIT cAtL.IN NUMBEq" IMPORTANT -- Applicant to complete all items in sections I. 11..111, and IV. I, LOCATION Slr••! Address: _ OF Intersecting Str••lss IHw•ee r And BUILDING Svb•e(irtsion 11. IDENTIFICATION —To be completed by all applicants In consideration of pennil Siren for doing Ih• work ai described In the abere Naten+ent we heieby agree to Fe•fe••n said wo•i •:::ear:• with the attaewd plans and speeifiealions which are a part hereof and in accordance with the'City of Jaetaonv:l'a old:w61-ees a••a r`a•a••as of good practice sided th•uia. Nowit of M•chantcal ) / Contractor► Ca•Iraclei IPrint) J Master �� Hanes of h•p•rtr Owner Sigaatvr• of O • . •r Signature of w Arsh•amod Agent Arehileet or Engineer III. GE>NSLAL INFORMATION �• Typ. baahnq bels E9. Is OTHER CONSTRUCTION B N 0 C ON Eiacfric THIS BUILDING OR SITE y ❑ Gas—❑ tl O Natural ❑ Control Utility IF YES, WVC NUtABE"F�CUCTION C3 Oi PERMIT O OtMr — Specify IV. MXHMICAL EQUIPL46NT TO RE INSTALLED NATURE OF WORK Irmo lis"onpleta Est of cemponeaH on bacb of this Const) ICJ,/ Residential or I j Commercial 4111 Hut ❑ Space 13 Rocasssd lO1Gnfwl O Roor New Building ,Cj'ASr Coadrttontngs ❑ (R0000m ,12rc�italjjnit i 1 ❑ ExIsling Building .i3 .�.1.1(.•?: i .,!'" hoe'sf,Aahria1IT>Jc , ❑ Replaeem�Tlt of existing system • �.,+ sAaslrnYm apaclty C cm, 01"New Installation(No system prevlou3ty installed) jo ❑ Rrf„q•„ ❑ Extension or add-on to existing system ❑ Cooli.q tows. Capacity 9.pJ% ❑ Other.—Specify ❑ Are sprinlJars: Number of lose, ❑ Bev*tw ❑ Manliff ❑ Escalator (number) THIS $PACE FOR OFFICS US&ONLY ❑ 6••0110 Pump$ (nYMbe/) I}taaa ) Q Tads (nwabar) Remark ❑ Lir.coatatoom (liumborj Q Uafwd pnsswe vows 0 dk." Fs Pennit Approved by ate o athier-- sw.* Permit Fee LIST ALL EQUIPMENT Alit CONDITIONING AND REFRIGERATION EQUIPMEM NulmDts Vats. DercrlptbaSCO&I Number - lWistactunr jy llppravtns (� ©90ARTMENT.00QUi#:D BUILDING CITY OF ATLAtVT1C"$SACH ' r . INFORMATION -_..-__ .»,.��,.�,...' LOCATION INF �T ON ------- PERMIT r rr . •+wr w w PSN 1117 t lutatltt, r: '82,60 Addr+e'st 1660 LI RSII} LOU T NORTH Perini t Tyke: PLUMBING ATLANTIC BEACH r PLORIDA 32233 sClass ,o Work; 'NEW LEOAL' ,DZSCRIPTION ---------- Conit r T": a WOOD "RA S Lot :, BIook: ' Section: Proposed. Us*, :, S-Iffatz, FAMILY" Tow, O C Oda': 0 S d iia on. . BLi A LIMItSIOF i B tam t cl value: 80 .00 - ImprovCoast :' 0.00 Total eee. x+6400 $84.00 1 + aC Ul4 INO' IN " N� SINOL FAMILY RE5II3ENC3R ' TION �._.. . APPLICATION FEES -�--- PERMIT . $64.00 " I.I�B COURT NORTH NATER :IMPACT FES 50 .00 CHI '?LORI13� RADON GAS-H .R.S. $0,00 -- T' 'NFO MAT(ON RAD014 CAB 5%::, $0.00 eln . ON R I LUMBI CAPITAL IMPROVE. $0 .00 �C�t �. �-- #� � •,.ar� �, '�'� .�'A�`., �y� ILLS FLA. " 10 HYDRAULIC ,8$iA $0.00 Ire o CP'C0 4 Type,, 4 CROSS CONNECTION .00 IMPACT SEE $0:6 0 E NOTICE"� ALL CO!$CR zTE'1?QRM"S AND FOOTING$MUST BE"1NSPECTEO BEFORE POURING ,. PERMIT VO1I3 SIX MONTHS AFTER DATE OF $$UE" 'BU1L#1NG MATERIAL;RUSSISH ANMD D0,131RIS FROM THIS WORK"MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE ;CLEARED UP,AND HAULED AWAY B1'EFTr io CONTRACTOR OA,OWNER IJ F FAILURE Tit COMOLY 'WITH THE MECHANICS'"LIEN LAW CAN RESULT IN 0#0 "e T`y 1i Ill l PAYlNC�1 TV1�1 I* 'RUILI Wind NIP1 Cov, I�IE ITE►.�� k 1$84 ACORI?rNMrG:T4 APPROVED PLANSWHICH`ARE PART OR 1 Fria PERMrT AND SUBJECT'Tf9 RN`1lOGATIONFOR APPLICABLE PROWS10, S OF LAW. X ATLA IIC 8mH 6Uk.3NNGC1EPAiRTMENT i rat i At. >�tNN 5f43f94'°tK}.�pt: 4f�'9869 B Thal Paiy�i# 3b4.44 , CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR DON HARRIS PLUMBING CO. AND ADDRESS: P. 0. BUX 146b8 JACKSONVI LE, FL. 322.10 (904) 772-0900 TELEPHONE NUMBER: - 0 19 19 4 STATE LICENSE NO: TYPE OF BUILDING: TYPE OF WORK: / HOW MANY OF THE FOLLOWING FIXTURES INSTALLED _ SINRS SHOWERS LAVATORY WATER HEATERS :=Y--BATH TUBS /_DISHWASHERS URINALSDISPOSA CLOSETS —7—WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER 3 = $ TOTAL FIXTURE COUNT: $ 50 + $15.00 x I ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION'OF THIS SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ATLANTIC BEACH, FLORIDA a APProwdby FOR ELECTRICAL -PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE- 19.4- IMPORTANT NOTICE: , IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTF41CAL FIRM: MA-qfFR ELECTOICIANQ- .?7 JOUBNEVAN NAME.. eX ._,.ADDRESS:-xltv`g�w fug V�. !(o� RFD BOX,r.,.,,__ BLDG.SIZE BETWEEN: RES.j APT.( ) COMM.( ) PUBLIC,( ) INDUS.( I NEW W OLD 1 I REW.( ) ADDITION( ) TRAILER ( ) TEMP.( ) SIGNS ( ) SO.FT. SERVICE: NEWW INCREASE( i REPAIR( ) FEE CONDUCTOR SIZE AMPS J,50 COPPER ALUM Mffll'Cti OR BREAKER AMPS PH 3 W "O Y EXIST.SERV.SIZE AMPS PH . W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN _ TOTAL 0.30 AMPS. 1.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED O•IOO AMPS. OYtq APPLIANCES 1 BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-NEAT �•1 OVER MOTORS H.P. VOLTAGE PHS NO. 111.P. VOLTAGE PHS P66t•9Q44 ` �� a "to *6r��`�?AM+Y`N��Ei "�"`'�i4�3 I 00 I✓ ALAN AL1 Perri t Number 8493Addre la'. A"" .LINdf IDE COURT NORTH 19 Pe snit Type: BUILDING ATLANTIC REACH, FLORIDA 3 ' «....... .... .. «:.. i Cl Eteffi at Work; NEW L&GAL DESCRIPTION Constr. Type: WOOD FRAME- Lot: 129 Stock: section: Proposed Use; SINGLE. .P"AH�� To na P; RNG; 0 " Lwe�l 2.09s 1 Code. 0 Subdivision: SULVA LINRSIDE #2 Estime'ted Value; '4793,17 .00 Imprrv . Cost; $0 .00 ` Total Fees ; nu t P `i d:, .2 X23.58 het /2,8/94 .: RAM -1359 1 IVA m . Nae: TATL� f ''fr -#NMI'I' a58 0{) Addre NIVR 0 CATER IM ACT FER $530.00 r PL 32216 SEN ��+!$ACT I�`E8 250 .00 'ph g �4 AWA l � ► X85.Q001, , 0 N3i Qr�T I O)N r+r�rr.w r �{�19i, V 4Pdia 'i7 J01.T44 Name; LkTATE CAPITAL IMPROVE. $325 .00 ddrQ T ANT DRIER TAP $01-00 a.EL rw T Afi L" C -SHARE fit?.00 '144 CRC03 -34 Type: 54 CROSS CONNECTION $35.00 SE .H IMPACT FEE 0, 00 ' CONST. SURCHARGE � $6 7�d ; i�&'^ ya'�e+4a® dx^,a4+a4il�.�RN%^"rt .axflTN4lams-«n+s+VnSMAdpC&Aw"wq^ +.aaw�a°.apry9Ckm �4' 1 Frtr I � NC1TE.'S � f NOT IC ALL GEyNCRETE 0111 AS AND FOC'lTINCiB MU$1`.tl<E INSPECTS©8EF4RE POUiRINQ .� PERMIT VOID SIX MONTHS AFTER f,�ATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOTE PLACED`IN`PUBLIC SPACE,AND MUS CLEARED.UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER, a iFAtt.UR1= TO CO MPL.Y WITH THE MECHANICS' LIE L�#iI1� CAN RESULT �. THE,PROPE'RTY`tJWNleR PAYING TWICE'F BUtI,. N1t�IP�iC�YEtVtENTS. 571 I SU D,AGGORDING TO APPROVED PLANS WHICH ARE PART OF `THIS PERMIT AND SUBJECT TO REVOCATION FOR VI LAT ON OF APPLICABLE PROVISIONS OF LAW. I i , I600W,'lull., - $6.79 72 ATLANTt �P.. Ilat+ #R1t494 0 kpt: 0042665 cm . Y By �7& "7 3701 37 CITY OF ATT MTIC BEACH PERMIT CALCULATION SHEET Address Date -5 �2 Heated Square Footage @ $ 2?-o Per sq ft = $ 6 9, 3`/2- Garage/Shed Garage/Shed S @ $ ?,60 per sq ft = $ `I', 33 3 Carport/Porch d` @ $ q"iper sq ft = $ -52-z- Deck @ $ per sq ft = S Patio @ $ 1 er sq ft = $ .3�' TOTAL VALUATION: $7 ) � 79. 311 9^3 / y/J I- 9 O C7 $ Tota-' a ation 1st $ SO ria `' 1. �0 (-- C� $ / �• "z� Remaining Value $y. per thousand or portion thereof TOTAL BUILDING FEE $ ° + 1/2 Filing Fee $ ° Fireplaces @ $15.00 $_ t S j BUILDING PERMIT FEE WATER IMPACT FEE SEWER IMPACT FEE $ �� .d WATER METER/TAP $ S __ CAPITAL IMPROVEMENT $ SEWER TAP RADON (HRS) .0045 $� U3cy RADON (CAB) .0005 $ SECTION H PAVING ( ) $ "0- - HYDRAULIC SHARES $ CROSS CONNECTION $ 3�� 035'X) SURCHARGE .0050 $ /,--79 OTHER $ GRAND TOTAL DUE S �� go ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: CITY OF :'ROPFRTY DESCRIPTION r*la rtic Veaelt -77 r r (� .ot s-i ! Block •........Section I �' g Y � Ll 7160CLAN BOULEVAM) --- F.O.150X 26 " -.L 1 8 1994 ATLANTICBEACII.FMR/DA 2227' *xubdiviaion1 ;-A-,r.4 `�� ` �. TF.UMONEfs;j4►2gii:9: --------------------------------- ;'wj'Y � Land Z�►1lai ;traet flaeg 1 1 ��5� DESCRIPTION Or WORK Ir Addreas I_ t b __-_-----w--wIf in a FLOOD HAZARD 'lood c^onel___ ---------area complete page 9. Brief DetariptionJ�1��e t� \C�''c ------ - -------= Class of Works �Nlrr/Remodel/Additionf _______ '011ING INFORNAT•ION Tye of Constructionrr____ zoning Proposed listricts---------Uses--------------------- Estimated Value t___„_______________ xceptione or Materials>ft_ aO arinnces arentodl..............,.__rwr._.. Solid or - --------------------------w--......- Filledt? _- around OWNER INFORMATION kethod of Hoeting I FAA t%__ Property Ovners(N�N-e-"'� `� R } C--- Phone/Melling r-----rM--- w-mow w.w.►r4rw-rr--r----- Address Address - a? � Z�=\ ___ Zips , -Z �D CONTRACTOR INFORMATION • r Contractor I11 � < _ '� �= Phone I -� Nailing Addrofs s = Zip:- -- --- -------- Expiration License Nuaberer-„--_- = C -- ------- Dates-------------- I HERESY CERTIFY THAT I NAT[ READ AND CXANIRCD THIN APPLICATION AND RNOY TNC SAPC TO IC TMQL AND CORRtCT. ALL PROVISI011/ OF TNt LAVA AND ORDINANC[S oQYERNINo THIS TVPt Of Noor. VILL rt tE f CONPLIED WITH, YNLTMCJ1 SP[CIFICD MERSIN OR MOT. TUC GRANTING Of A PERMIT DOCS NOT I►[:J•t - �y OIVa AUTHORITY TO VIOLATE OR CAMCCL TMC PROVISIONS OI ANY rCDCRAL. STATt OR LOCAL r�LZ:- ��L, a.�• R[OULATIONS, ORDINANCES, OR LAWS IM NAMMtR, INCLUDIMO TIIC OOVERNtNO OF CONSTRUCTION Oq TS't ►LRFORNANCt OF CONSTRUCTION O► TNt OA[ UND[RSTAMO THAT TME JSSUAMC[ Of THIS /CRMiT l: CONTIMOtNT UPON TIK ABOVE IMFORIIA OM St MOT A t1 AND THAT TUC /CANS AND SUPPORTING laJ,• • DATA NAVE str.R 08 SMALL Mt tR011 to As R JR• Q Ovner Signature „-----= Date Date _ :L- - Contractor Signature----------------- ------ CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) r 2 WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) DISHWASHER (2) 2-- WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) _Z_KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) All I? TOTAL FIXTURE UNITS /` J @ $20.00 EACH $ 7- � . Q JOB INFORMATION RINANCIA%PRINTING O'.a'~ lD N N Itotice of tommeneement w (►RL►ARL IN DU►I.ICATC) To whom it may concern: > The undersigned hereby informs you that improvements will be made to certain real property, and in 0 accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE W OF COMMENCEMENT. h 1. o�- Description of property _____________�___�_o ---------- t, `F` 'i 1 Cr �'' o According to plat thereof recorded in plat book pages�j -, -------------------------------------------------------------------------------- ------------------- of the current public records of Duval County Florida. N General description of improvements ---------------------------------------------------------------------• I-I Construction of Single Family Residence with Garage on concrete slab A ----------------------------------------------------------------------------------------------------------- +) Centex Real Estate Corporation 0 Owner ---------------------------------------------------------------------------------------------------- .,-I a 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 4 Address ------------------------------------------------------------------------------------------------- +- 0 Owner's interest in site of the improvement _-_Fee_ Simple-------------------------------------------- W imple------------------------------------------- W C Fee Simple Title holder (if other than owner) ------------------------------_______________________________. N � t t0 Name ----------------------------------------------------...------------------------------------------------ s~ �d Address x Contractor ---same ow z -alnm --a as s----owner er er-----------------------••------------------------------------------------ hAddress ------------------------------------------------------------------------------------------------- 4J Surety (if any) kAddress -----------------—_—-------------------------------------------Amount of bond $_ 4) Name and address of any person making a loan for the construction of the improvements. Name ---------------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Arthur Day Name ---------------------------------------------------------------------------------------------------- . •'6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address ------------------------------------------------------------------------------------------------ In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option). Name --------------------------------------------------------- ----------------------------- _ Address -------------- ' CITY OF ATLANTIC BEACH ELECT CAL PERMIT APPLICATION b� Date: 5/24/05 Property Address: 1660 Linkside.Ct N. Owner: Kim Reich Telephone#: 483-0163 Contractor: R & R Electric of North Fl, Inc- Telephone#: 764-5555 Contractor Address: P.O. Box 60665 Jacksonville, Fl Fax#: 904-768-8240 1n consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is. ❑ New )1] Residence ❑ Temp. ❑ New being done on this building Old El Commercial 13Si s ❑ Increase or site,list the building � Permit number: ❑ Re-wire ❑ 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 VOLT WAY Feeders: NO. SIZE -NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 0 30 AMPS 31 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf Ea._Sign Miscellaneous Screen room (1 )_ GFI (1) fan Building permit #05-00030185 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.cLatlantic-beach.fl.us AO City of Atlantic Beach #" CUSTOMER RECEIPT **# Oper: WITH Type: OC Drawer: 1 Date: 5/27/85 81 Receipt no: 56116 Description Quantity Amount M5 38443 BP BUIIDIN8 PERMITS 1.8! $78.88 Tender detail Cit DECK 11663 $78.80 Total tendered $78.88 Total payment $7L O Trans date: 5/27/85 Time: 16:83:84 City of Mantic Beach m DJ6T@E8 tEMIPT Ho �tei16//15 11 WOGTH ee pt Oa1/ nol Description entity mount BP BUILDINS PEANITS 1.0 Se.w Tender detail Toottaltendered DECK 6843 f�2.M Total pays nt "Lu Trans date: 1/19/85 Tim IM 17:18 . G PIT —/s IFk'n'-0) p5� A(34-0)1{'1( !l PFG r—13 lE '(D� P OVED —/ (e s2 -15 F6 _ A' p N11C BEACH T—// IE;{( ' 17 5>•EG r' �UI'�Dl G OFFICE T rEkW-a)7— T-5 T—S 1 (3 ' )►1•rs '` 4l IEA 'D t�•N r-3 I s ' - 1. Do not art or alter trusses ♦Ayrr a�_V.7.7 nithout written perfusion �1 21�G")C MtgprJ9 i. from True Truss HANGERS IT-11 IE (21' 0" CaIJ FehNE i L Tnuses will be built in 2 X 6-8 strict accordance with this b 2 X 18 layod Approved er 4X18 Date: .................... CUSTOMERC 'r xi D E5 106 NAME 370'6— — -.ri i. v :1 D� Al �j LU 78 eft ,..�o4-12(,-91 RUE TRUSS 641-0766 111FIDRTAUT L1DTE DM RECEPTION OF LAYOUT 1 TRUSSES, ALL FRAMERS ARE ADVIGEDTO CALL TRUE TRUSS FOR FURTHER INSTRUCTIONS BEFORE SETTING OF TRUSSES. ir 08-05-1993 S I ZE ANALYS = S Page I of 1 11:25:42 TRUS JOIST MacMILLAN (MASTsis-S1001) MARK B. ROSE (SOIDD) Project Mase: CENTEI HOMES - PLAN 83708 A 18 Page title: GARAGE DOOR READER ---------- USising!" v3.40 ---- Building Code NER ---------- Type of Sale Distribution ----- 1193040417 ---------- Application: Deflection Criteria (MR) Member Use............... HEADER Roof (non-snow load, LDL) LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Stress Level............... 1331 Span 1 L/140 L/180 Roof Slope(in/ft)......... 6.000 Live Load(psf)............. 30.0 Floor Decking............... 1/1 Dead Load(psf)............. 17.0 Repetitive Member Use....... M/A Partition WOW) 0.0 Reinforced Overhangs........ 1/1 SPECIAL LOADS: Live Load Stress Dead Load Nidth Starting Point to End Add/Reel 1 9NIF(plf) 360 1331 230 11'- 0.00' 51- 6.00' from Lt Repl 2 11I1101f) 0/ 130 1331 0/ 80 5'- 6.00' 0'- 0.00' from Lt Repl 3 CONC(lb) 1800 1331 1140 51- 6.00' from Lt Add 16" TJI(R)/96 JOIST 161- 6.00' ' ----------------------------------------------- S I Z E A M A L Y S I S ---------------------------------------------- IMPORTAMT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). Allowable product values shown are in accordance with current TJX materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others, have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJM Engineering. Design assumes adequate continuous support of the joist compression flange. Veb stiffeners are required at bearing 1, 2; and special load 3 Maximum Design Allowable Control Shear(lb) 5435 5435 < 5985 1101 RIGHT end Span 1 under 1331 stress TOTAL Load Moment(ft-lb) 15033 25033 < 26215 1051 MID Span 1 under 1331 stress TOTAL Load Live Defl.(ia) 0.614 < 0.825 L/323 MID Span 1 under Live Load criteria Total Defl.(ta) 1.004 < 1.100 L/197 MID Span 1 ander Total Load criteria Span 1 Max. Reaction Total(lb) 4573 5435 Live(lb) 2798 3319 Assumed Brg. Lesgth(fa) 3.00 3.00 Max. Unbraced Leugth(ia) 46 Copyright M 1993 by Tris Joist MacMillan, a limited partnership, Boise, Idaho. TJI(") is a registered trademark of Tris Joist MacMillan. TJSising,M is a trademark of Trus Joist MacMillan. r v , TRUSS ECIF QNS FOR ed above. These specifications aealrIs e list of truss speclfiCatlos onslbleetrOisclnfam are for the Professional Engineer whartment of The numbers listed below area aced under the rep Chapter 471 and Rules of the Ftortda Dep attached herewith and have been prep d on,this ex sheet in accordance with Florida Statute professional Regulation Chapter 211-1-23, 1 1 1 of 10 1 11 2of2 1 1 •, �0 'ttir� .� STATE OR • w �SvfRF p-E� N 11AM�G GRIALL K OF it's SREOJrl"HIHIIAOI OMOtS, a COMECTO,PLATES am"GE t11STAA.EO GOAETIIlCALLV M N T-IS ORIS" IS APKICASLE TO SM011E01 SPAN TOLNUS Or 171 fio' I-014tES LATEMI YMc t*W-Gift W-011-.1 Srttlt0. AIO pAAow MOlsh"COMBl. M SIRS THAT M JOGNT. IDENTICAL LOADING,AND COf iMAUTIS". IN INSTALLATION MO VKC71S"OF lit TWJS& P9ftw4-T, 00 IO Or"ISO"AL10-AELE Sum VALUES, "YAMS me M IO/*am RIQS AK IM KCONtO OTO OOM N UN/ ! TOP bOUs"K LAIEMLLV SSACK9 WHEN OY 3/0- MC-MSPACING- IeY Cl-O SHMLO K colt In ACCOP +LY MIT" FOR DESIGN AK OASES M NE LOW MINK w INC IIA- SIPEOILV NOK A MTTON 04M SPLICE. MIt. UtAIAIRM OO MAciIRD MENWIS SPACED AT 3'-O.O.C. QNtMT Irl 01ACINS AND ERECTION N+QICATID-7. T1411"T1tDESIGN SFAMWAG WELlll"w DE NATIONAL 11 V-MO NNIOVA.NAMM LSC SMS, FNA 10 1014 SM Ow.� IN IMIS DESIGN COAFoAN1 10 E7NPE-1 TII DESIGN EKCIFICA- FOREST MDDOCTS ASSOCIATION. IML SOCA rtls win /f1 Tw SDitM olO1D ENAtl t[LAIEA"V GUIDED EITHER OF TIONS FOR METAL KATE COMECT90 0000 T^KES AND M THIS DESIGN Is SAM M CLAP",COMEC1fs KAm ONLY. it GN1S 11Gis HAS DEEM OES7OEG FON TIE LOADING GNOw 1j1r MIII.I OOYSAL.L ON OWIND MEMBERS SPACED AT fs'-0' DUALITY STANDARDS FOR TRIMS. X CONNECTOR PLATES SIZES AN GNO M ASI&SRS O4Y. M MIS DAMPING. INSTALLATION ARO UK OWL COiOIOR 0.9 wit.). 161 NO REHIRES OF TWE IRM MAY M OUT CN MODIFIED IM ANY MAY. V COtecon FLATE SIBS ARE GIVEN M ESD.410111 w 0 Ks. III/N THIS DESIGN IIS ® INDICATES KARIM LOCATION. Arita W. or NORIE 1. -Odd Nob Length Maximum deflection occurred at bottom Joint 05. -CONFIGURATION i LOADING SPECIFIED BY FABRICATOR. Plate turned 90 deg. Maximum Live Load Deflection of .19% Index-.335. (L/1072) -PLATE TOOTH VALUE REOUCEO.BY 15X. P-Typical Panel Maximum Total Load Deflection of .2610. Index-,307. (1./781) -HORIZ. STRONGBACKS PER PCT-80 SECTION 800 REO. Total quantity of trusses - i 110 L In to In In In In In In In 14' Ell M M ED txn E f In M a t i R-1016 exn R-1015 (3.51 (3.5) to P-29.5 L HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left-to Right) OP -1275 -2950 -3830 -4033 -3489 -2209 0 L ESS -1009 1329 -1322 820 -780 371 -333 -98 137 -839 596 -1041 1087 -1629 -104 OT 0 2309 3360 4110 3926 3023 1359 CLARY A Division of PLATE TYPE: O.C. SPACING LOADING ASF) TC LUNK8 DESCRIPTION N� ALPINE ENGINEERED PRODUCTS int V-2000 2-0-0 40 2-4x2 /2 De SP 16'11-3/4- GARAGE HEADER I I 1901 a. GREAT SWTHMST PEWY. 6.0 LL TC10 SC LIMBER 1-4x2 02 00 SP ENO. FOR sem_ GRAM P AIIRIIL TX 75001 OL TC 0 � TRUE TRUSS INC. 0MCE Program 02 03 SP ►EtN9ER TRUSS PLATE INaTITUTE 568 Si 33% TOTAL�� 0' cT' MASTER - ATrb6 OCT 1992 �� EXCEPT AS NAY BE NOTED U 16WN(11 40LLL 80 SP 119 Nation OIEiIM 40.0[1, M COMMION RATES OU"0 10111TALA90 STINSTOICAtLY ON M 1415 095140 IN AM.ICAKI TO SNONEa SPAN SWINGS OF IM J%s` SHO1CATE5 LATCRAL MAC1M ISMOEM VISA WIN.► Vallm as YAMIfto IOIST"am". 40 O10N THAT INC.10109. I"WICAL toot"AWO COII01,4AT/40. IN INSTALLATION AND CNCCTION OF UE INuq. KMUIENt. A.o IS OF"16dw AILONAOLS&IN=VALOM ALL VALUES UEH a TOP 04M SKIO15 AIR on mm*0eas to amp SW IMS SOF OWNPN SNALL K LAIEPN.Lv tPAcSN CT/Ka by SIO' SCWWWAV MWA0144 SNO"K OOPS IN ACCONDANCS Nit" rot action AME MUD 40 M&ANSI Cott140 5r 1WS NA- 111KC1Lv AIME A NOTIMt ONOp SPLICE, of".) SNCAINIM M WAGING NCgLOS SP'ACCO Al 31-0' O.C. CNPKHT IPI ONACING AM 9KC11M PtIOLICATIONN. VINYL Od140 DIAMONDS RIg108s my we EAI151YL 71 Y-bm APNOVAI nomot IOC 045, INN 10"IL am W.I. IN INTO 09S1ON COIMWS 10 CUANWINI TPI OESItN SRCIfTCA- POSEst PIIOpicis ASIONATI40. ISN. SOCA FILM 00-180 ll1 INS Of VON DOM SMALL K I.ATEMALIY 01ACE0 Et TNIa sY TION P40 VITAL PLATS 90"CI1,10 NOOO MINIS AND O THIS OSS10N IS 565E0 40 CLAM.OO MM PLATES OILY. 0 Gu HAIR HAS an"omma FOR TH 1,0101100 Now SIS'114/44.1 MnOALL 00 OYCING WINNER PAHO AT 10•-0• 01KlTY SIAPOAMS F40 1145513. 21 000ECTOR PUT"alms Am um 40 AXIAL FIRM ONLY. 40 11115 OWING. INSTALLATION AND UK 04"CONFORM O.0 SUN.1. 180 M M UKA Of INE MASS NAY Of CUT a AaOtPIto IN ANY NAY. 4) C01ECTa PLATS SIZES ANE 011101 GO no. ANIS 011•DEO. 4014 IIs W.1104 UI ® INDICATES SEMIM LOCATION. AXIS I". by NOW 1. -Odd Web Length Maximum deflection occurred 6.72' from the left and of bottom panel 04. -CONFIGURATION C LOADING SPECIFIED BY FABRICATOR. Plate turned 90 deg. Maximus Live Load Deflection of .2340. Index-.414. (L/871) -PLATE TOOTH VALUE REDUCED BY 15%. P-Typical Panel Maximow Total Load Deflection of .3220. Index-.379. (L/633) -HORIZ. STAONGBACKS PER PCT-80 SECTION 600 RED. Total Quantity of trusses - f 175 L IS tr eI X X X 1*n M u7 IX X X In >< x x x x x x x x x x x t0 tV Ill 01 In (U In Cu In CU to cu ID 14' SO IDeI n Ii0 In R-1558 In n n to R-1568 13.51 (3.5) TP-3f la L HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left to Right) OP -2280.--2280 -3182 -5182 -6517 -6617 -6617 -6617 -3182 -5162 -2280 -2280 ESS -1533 2633 -249 -1975 1529 -219 -1088 643 -219 -218 -216 -219 645 -1088 -219 1529 -1975. -249 2653 -1533 OT 0 3915 6083 6798 6083 3916 0 CLARY A Division OF PLATS TYPE: D.C. SPACING LOADING OW) TC LLNSER2-4x2 ea 06 SP DESCRIPTION 16'11-314' GARAGE HEADER A ALPINE ENSIMEEAED PRoouCTs IM V-2000 2-0-0 40 � 1001 e. GREAT MffMNEST P911Y. S.0 LL TCi0 eC Lw%ER2-4x2 02 09 SP ENO. POR: GRAM �Tx 74001 OLS` Tc 00. tlEsa 4x2 07 SP TRUE TRUSS INC. CE Program (2&41HENNA TRUSS PLATE INSTITUTE 1122 01 93X IOTAL55 °gp�cT MASTER - X36 OCT 1992 69-hE%CEPT As MAY at NOTED TRUSS SPECIFICATIONS FOR Centex 3708 A 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 charfe 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 15416 1019 R 93 15416 2019 Rev 15416 3019 Rev.2 3/23/93 15416 4019 Rey.2 3,123193 15416 5019 Rey.2 3/23/93 5416 601 Rev 3/23/93 16 7019 1 416 $019 Rev.2 3123/93 15416 9019 Rev.2 323 15416 10019 15416 11019 15416 12019 Rev.2 3/23/93 15416 139f19 tttlttlttllityj 15416 14 f 1 v ` ��t ••R;. h 15416 15019 Rev.2 3123/93 , .. 15416 16019 :� 1 416 17019 R 004 15416 18019 Rev.2 323 93 • 1 416 19019 Rey.2fit ` '��•,,otcgf Dt It L1I4KR SHALL BE OF THE SPEC IFItU MI1111PJ1 BRAOES. i 5! CGEECIIMI PLLIES SHALL Of 1115TALLED SON41RICA1L1 LPI 16; ALL IEISIUCI 04011k)MEMAE aEPS ASs: G 10 BE C01111INKY.0A O 1 j / IIIOICAIES tAFCAAI. bAlC1115 IEMEER 1114 NIH.1 SPECI E5, MD 1971 ."1 W..043ISIUME C(x11E11I, OR S'J61 /1111 THE "aloft BPACEG 61 titEP J/B` .Nlll! N alb Y{AlNill', 1/2- 14! 11151AILAIIGI All,EFECIIUI:F Tit IG.ISS, F4W1AIE111, AIIC 15 OF nIG1EP ALw1ARE STRESS 4ALUES. ALL OALUES USED 91 IGP CM.PG SY ICES ARE 1x11 M:LC"11A E6 16 G_L".W I llll: LIP LLL :x1 IUPAC it HEHHEFS SPACED 10 D c IMA/1 lfwc ;DIUC1115 SrouiLG 9E UOIE 111 ACCCNLaIICE Mlln Fdl OfSIGII APE BASED 41 Ir!LATEST EOI110M J Ir* IIA GIFECIL'1 ABU.E A BOI TC11"A. SPL.ICE. '.xa ESS TOUTED GIEtMMISE CURKIII IMI BPACI#4 NL tRE 11.:11 P.AL.ICAIIGK. I IOILAI LESION STAGAHM PJBLIWO BO THE HAIIOIIAL 71 V-2400 APPRU-.AL IfiWEPS: UBC 2342. FnA lib 2014. SBCC 111 ALL CGHPRt SSIOU CEGHG MEIIIEHS ASs:x40 10 PL s,A CC41IIIPJSI.flh1 InffiOl IS GESIGII CUIS TG CUPREIIT IPI OESISH SPECIFICA- FOREST FAOAXIS ASS4CIATIOII. 7251. BOCA FILE 06-125 BRACEG 6f EI1/ER J/B' :Mlwi Wlw"SHEATHIIG. 1/2' IIG15 FGR ILIAL PLATE CW11E_IEG W"!PUSSES AIL! 21THIS OES191 IS BASED Oil CLAP1 CTM/ECIOM PLATES GA f 91 THIS IMJSS 105 BEE11 GESIGIEO FCA /1E LGAOIIG Yx11N1 :MIH.1 DPIWA L W BRACIIG NEMILEUS SPACED AT 16' 0 c. DUALITI SIAUOARGS FOP TPUSSE5. 31 COaECIFA PLATES SINS ARE BASED dH A/IAL F(AICES AL CES THIS DPLMI1xi. IHSIALLAIIUI AG USE SHALL L14iWM :NAA!, U1%FS5 IGTED OTHCAR 15E . ILI 110 MENA GF 1HE IFOJSS MAO BE CUI OR I"IF1E0 IN 111 MAI. Al Ca"ECIOP!LATE S12ES AAE CALIEO OLI 19101" 4CRGSS SL015: WITH THIS OESI&I 121 IIOI_AIES BEARIIG LOCAIIU1 171 SPECIAL HAI4DL IIIO CAPE SHOULD OE IAMEII CU111011 SHIPPI163 AUD e1 LEIIGIn IALGIIG SLOTSI AO led OPIROITATIC14 7f It* 9; THIS OESIGR IS APPLICABLE TO SMMTER SPAM TF1')SSES OF EPLCIIGI OF TRUSSES SEE n18-91 fall PECC4"tVAI1DLIS Sl Inc OIAEClIG1 OF THE PLIE LEIG/O. --EIdUIItAI_I. PWv..ALL,CLxIF1G'IAATIWI -_.. _.__. -CGIF Gl11iAI1G1 RIG l0AGI11G SPECIFIED BY FABRICATOR -AOOITIGIAL PLAY1146 FOR HANDLING TRUSSES 15 RESPGISIBILII/ OF FABRICATCA. -TH15 TRUSS 15 oESI611E0 LILY FOP THE LGADS 5110M1. PRDYISION FOR THE PREYEfITIOII OF PGIOING MUST BE MADE Alto IS 1101 THE RESPONSIBILl1Y GF THE TRUSS FABRICATOR OR CLARE. I -FALSE BOTTON CHI" IIFUINATIU11 FALSE BOT 21-0-0 011 LEFT. VERTICAL SPACISJG-4-0-0 USE W114114M OF 2x1 PLATE FOR FASIENING FALSE BOT CHGAD VEPIICALS. USE 3x4N111. FGR SCARF GI FALSE DO] ChOPO. . (TRUSS SOT ION CHGR0 ABOVE FALSE BGTICN CHUM MUST BE BRACED MIT" 1x4 CONT. LAIEPAI BRACING A7 100-C. MAX SPACING- 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 e2 02 1-5-14 74 7474 PL�F Wx Height 5-7-3 t 32-t-0 920 12 Q 6 3161 12 L 12 Q a 3500 6170 7830 6530 37011 E 1 4 F 8 3x1 1741 �tgm 4'70 1911 �.\ `�-90► 1661, 2111 3711 470 1 n 4 1361 25a211 I i I c 20090 13.51 51 I 1 7x8 5716 3x5 K 3x6 13 51391 f 3x5 ®14JIL11 -.:7 3.43 "1 Ii 12 i y 20 35 20 PLF 3-6-0 10-8-0 5-1/-7 6-1-3 5-11-7 5-0-0 2200 1-4-0 1-4-0 © 37-0-0 BUILDING TYPE: Enctosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 aph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD l S SHOWN BELOW UPLIFT CONECTION REQUIRED: JQ42 # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: I Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom )Dint 04. FASTEN TOGETHER W17K 2 Members ASQUlred Maximum Live Load Deflection of .558' 19/16). Index-.452, (L/796) TOP Tod NAILS 12'D.C. Maximum Total Load Deflection of .874' 114/16), Index-.472. (L/508) BOT 10d NAILS 12'0.C. RECOMMENDED CAMBER: 47" ®fz�y(x?,_Z?��3�2ty WEU fou NAILS 12'O.C. FASTEN AT OR NEAR ALL PANEL POINTS. 3-22-93 wl-1D 0&tl DO NOT NAIL OR BOLT THROUGHI TRUSS PLATES. tryrT CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING 4PSF) TC LUMBER TRUSS: 37*0' MG-5 T-1 ONG. 0 ALPINE ENGINEERED PRODUCTS IncV�000 2-0-0 IL TC 30 2X4 e2 Ds S0'' ENG. FOR: TRUE TRUSS INC - SDS Ste_ 9801 S. GSM PKWY. BC LUMBER PMo.fECT: CENTEx 3708 A OA1E: 25 FebFeD 1993 GRAND PRAIRIE, Tx 75051 7'0 GL TC 7 2X4 02 N SP OF 12141 660-3940 PLATE AMEA' t INC. FOR STl ll. dC 0 REBS I.AYUUT ID: ) 608 33 1"1 OAT L BC 10 2x4 03 SP AUORLSS: -At ---- �� MEMBER TRUSS PI Aft INSI IIIIIt .- SCE: Com". St"" nom. tyy. �- °— SD„ r0 l0�'►1Nltd` \"1S UE ,(t to S f� N}1 Of {µtE CCeM� of ° ati, 1s 5 P 0#0 1,JSs DUE 5� � Nitta "5 sP}�D CCA W#{ttr at cif t }c�4 50'+t F�/ 5GF{op' p+ j�9' 1+�t \p BE {tt' Po lfto N�i►5 X565 / f �I-'•'Kl lft 6±E11t µ: w Nsv-'1F.0 }{Pl'6, p c tst s,F,c{��of t{" �tG41{H 16tt.1{r !fpp jtSE fot °P}CEG N}it ptll "bE r1M+� O►t \75 PfC\5 /gl f► SQ(+K �i51a 1.t11 OIL cµ`r tit "101 �,rtEE S,u G wttt.l 4woP5 SP}Cf f_ C. tE° �5 55�� 5, pp° Spaps<'t6t 0 51 rEtPS �a .At C d+E51 tS$�►15 P `'f Wt �0 55N IGS.ftpK'p iN�•E %51101 {NE ►5 {t� truct tO`jam la sect t\1 et`itE1 �r,i"sS� t�"'\°"►ll CAiCS`PE►lt\5o�,lEp\A6+, bE 1t+0E p1iGN•5' pl ttts tm{Ptr""W 5`E }tC6 Zo ;N,t1•t10{C,IE `�- y�5t iG1R5 i5 DES ,p551'v�t CEtAS l{r<+.A-0.0 tt t+A q,dx't3nx. f" w y'°Murt 1x1 5 j5 5 of ICJ.joP 0, SP rS. c�00 �ijN b: !O 5yp UbC D{1 O '- /...�...r- -1551 55t tC► f t,BPt ►t t 5G►5. f►L tf.0 WP c }eJrS�}t� P� F�5 U yuf� - °f pij ip,5` 51ft, JEPfP5tE1115K' , 0p► M1tNt�1M "7 j .0 65 IYPF•F.ltt,.tte}tW,fO �AA .fzfS of ta+ p of f� 51G t5f tv I '%0A. !}►Ofd 5t►' tr v-Nr,�epCS tt}S bE"It C►t'A Mk SP}P lw _FµSE Bo 601 25-0"2}A P,lIE o11 fFE'90t104 VOID 'ct{1G lNE S5',F&C WU GF t� 725140 }Ntrw, f t0 _, f►t gloom C� fc*5C1�fp5,5f.�o.G.Mh} rA .."W"ytPEss ttst fO�.i W55p of tHSs�° st3i► ,cr0 igl�L r tr`'E 3}x M00000 ' K,x1 Z�! .1 1.°5ic%ts N�W%- 000 t.E Isco s` ol.+t6s y ate'p5s: „tom ar's5'' SS U � , tF�S'S��►1EN�5. ',1pSE Offs ,si►� 5j5lull , i'ORtop �N S` A T tool �A p4f Ila[s 6f_...-.rCS; +.IS E.0 I�\054M (/ s Mk tPS�ECtOp�jlE65��'JSt MO trf •5t GCap+EGtf t►►0i50 A5 6.r fE�w 2690 6 ptRS f 393\1 1 2460 3 A-6 3�5-5`tA 2420 33jf 336 t23r A-*-2��.•� �` 12590 ,\ 11 , ! 553f 57t5f7 t'6-0 A-y2 f2 ! Sir \3.616 r0-t6 4 6 �9r 9Q -6 5g5r 55br 5 A 52 Sx8 lot# f1u'*{1t54�t 7-i'j 6 3c+� 57$ 0ptf In 0 13 rg9% 20 r?o f2 eS��daf5&LGA igt?1) kos _ �t`Q�NS typed Su kdif50 t 2x3 � -,.6"1 Stsf'd° go putt A� EEQ; 110 1S5 S SNd OS SUp. Yl f g-2 i2 i-A° W�NQ F Nt6Nt'(Se) 6f �QEW jOtD# Nt Ett 40 W baa �E 6p�SEQ: pet u11YD p EEttOM RE1 *SONE• t_6-aA-a'2 f2 �`ltt NOt 10 t5N0 SEE j-A-0i1+ 0*' •A `4+g211 -2 1000 Ar.A36' t�/5211 Cp Scag3 Of reed et n X61. tp0 aex.,455, S,J�Q 55-�� gQ5 25 F Z_, ,. o^ °�Gu re i91 161, t0 Q3 Q j M/ 3� �,5 ZN� J sc5 1' .23- .� tPu , � bet t16G",0n I 8A2• P13!46 ()�f,3 Z?.Q13 tp5155' 3j08 A * `i t°e�Def 18c� 0 �pMBE 'ttww� �J� Evw-tcj SEN N6*1a 1,t°k61 la NEO M2 5p Y00 10'. N6x� jC L EO ?%A �� Sp $0 00 N° �f�bag6: - c0+ot tPsf► 9c %'Uof 2X4 r2 Sp ��Gc51e t� jc 3a 2ytA f3 �0•G' 2-0-fl jC 7 v1t0�' Q rr 'w1G 10 fllHt+rQ c µter: tHt15 Y�St,,ia 't sf'p P!f '6E tlwE+ 1141*1 .-pu V9�'yjtd,r^ st'}k5 E4 tt Nr�;��bt ttU+Str 5t tta t�tfrh��p►4 yi faP u i 1rtt4t , (f 11a C! jeE ttlM. 1CR4�" _ l ,U s. VbE 10 5E it? 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LR fw is Up{6tLN s1 NG w" ,cos*''flN f(P,PGSs`•', y' _.r..t1 f fop tlt GEST, IS A S d+aE vgp�t ¢c1M tf I ?A i St s wo-o f tEy 512ES 0,4 LLM�-tyEt4-colt,, lTl V tW6 V.V.10P V A t% 51 a►ESYr'. 5t Al 'fAtE1�tA 1M- s, 316, 26 y# to Ai9# 1 322! yb" 3t6# 293t , 16Gf 8 8 0 !2 2?if e_Q tA6+ 1712# 9 A,0.0 2+112 5' IcJ6 2A9# \ 't3f 113# ,3,4167 3' 12 qty 3,7,6 !l 1230 1 1GU! 12 66f 5-i0'3 3xA N'X,ti1io� 3xA - + 17 t t, x 2,j PLf S'S 301 ;icr- A�A) 6 P ► ��Re6 cs��ct zr3 �+ "` r gxA �11Q, ta� itW coda gE`SOp�j. a 9-0'0 CSE' ED 11 15' S S o yJjNA 00f `ls,lOWiSB�SEp UH 0E. *S �� go SS v V ESSURE WIRED: '", Nit t'gflVE 3x 5.wo %)? F SEs %O (lam A-0"0 37,Q-Q gEE 7-0'0 VA-0 pM6+ 54 (00 t MA. 3291 1;3 iced ati p,6)o�in0 X ?.I e �i 1 8Ai1 !1 (� y� i99g 3. ,4t (//�tW' (�U�� Wt E N g S�5 25 feo. J e�tiOD of .33A+ .«�1161. Inds23 �� y(L % E3tnQ S ING ' °AIE S,A)j µAxi—to dpe� t>a� of .52A �(jfe 3 Z2 r ifwEtAG 'fes CCS�x 3� a Xi�Ut1 Otsl ad oet,OC 5 Sp pPPCI /p'. iieXlru� IC Lt Ef► 2)LA A2 DN 59 LAGDRE`g. N0 t`uggeg LO#p> ' tuN6Ep ZXA !L 5P SpAC1NG t4 IC 7 3� LXA #3 0•C' 0 C 'YCes v 1,Y 2'fl' OL 1 nr N 0 1 It#"*SHALL BE OF INE SPECIFIED 0100MUN SAABES, �5) CUICCIOP PLAIES!BML EIC 11151u LEO 5�1"tWICAlU GN W Ali IEItST901 CIEA10 40WE.RS At6tx11D 10 UE"I',._. SPECIES. u4 in MAxiwJN M31STi1 catouet. DP S:A,N ow INE.101111 bt+ACEC bI E 14th $18" M110 PL,.:,A)SIIEAIN11Q, Il." IS OF H1;A*P ALLON"XI SIKSS OLUES. ALL 4ALUES USED 6; NP Ct"-G SP4.ICE5 ANE 1101 PEC&N#f"& 16 0000 tNtlq Wlokk :P BNALIN6 4wt+S SPACED 10. 4 c 114AI; FOP DE61614 ANE BASED 4Mt INE LAN%T E8IT1411 CF itd la- GIKCIL'I AWA A 0011,*CNGFIG SPt 10E "K Wi 1401f0 01400SE UFPIEIII . T1014AL(ASICAI STANDANOS PAW159E0 B7 TIE OAIRMAL )7 '7-'2&00 APPaUYAL 11'.lMKFG: W234'1. FtIA U0 2014, SSCC 11; AtL COOW551C44 Cre.�ND MENKF6 ASSUMEG 10 BE CWTINWASL4N It-IS CEAitA,C(4-- FOPLST PNOCAICIS ASS4CIA11M. 7251, B06A FILE 86-tib eRACEO be EItNEP 3t8" :M1#1.) PL7NW0 SEEATN1t4 tr2' 11(44 FCO KILL PLATE 2) THIS DESIGN I$BASED 011 CLAVI CUIECIDN PLATES G1a4 Bt THIS WAS t+AS BEEtt DESIGIIED F(P IHE tC4,01106 S"I 'Min) oareALt op SPACIIW MEMOfPS SPACED At 16' P C. GUAt lir SIMVAPOS fJl {MOSSES. 3) WRIECTOP PLATES SIZES APE BASED ON AxTAL FOFICES OtI, O/THIS OAAMIIIG. 11t51ALLAIMGI AM USE SfiAtt WFOPM NAA), tltf5'..OWED Dft*"ISE. 16) I10 NENEta OF Tt# Tat15S MAI EE CUT OP S—, AI COtIECiOP PLATE SIZES APE CALLED OUT B16114 1ACAOSS SLOISi WIN THIS OES1314 121 MOICA)ES 6EAPIIAS LOCATICIi 17) SPECIAL Nutt 1010 CAPE SNLxtO 6E IAPEN"114>n. V t1i46TH 4At"SL&IS, AND Ted ORTEMTATICH Of 1NE Et MIS OESIG1t IS APPLICABLE 10 StAOPTEN SPAN IPUSSES OF ENEC1IC4t OF )PUSSES tilt"IS-111 ftp NEC&ePEt10ATIMS SIZE J&L OUT 19 lit 0IAEC11Cft If lit PLATE L(Iffilft, ir,011CALjGH. -CEAKIOLAATlU1 AM,LOA&t1D SPECIFIED e'F fAePICATOP -ADUITICIIAL PLATI16 FOR HAICLI146 TRUSSES 15 PESMISISILITt OF FUIRICA10K -)HIS TRUSS 15 DESIUCED WILY FOR THE LOADS S0101. PHOa1510tl FOP TME PFJEVE141JUI OF FGIIDIIIO MUST BE MADE UJD IS 110T THE AESPGISIBILITt OF THE TFrJSS FABRICATOR OR CLAW, -FALSE DD11014 CHWO IHFCIIMATIUI FALSE SOT 21-0-0 OH LEFT. VERTICAL 5PACIIIG-4-0.0 USE N11111AN OF 2x4 PLATE FOR FASTE111113 FALSE BUT CHOPI) VEP/ICALS. USE 3A4 HIR. FOR SCARF U)FALSE 801 CHDPO. *TKISS BOTTOM CHf4E1 ABOVE FALSE BMW C100"WJST 5E BRACED Ni TN 104 COW, LATERAL SPACIIM,AT WB 0 C. MAA SPACI)IO. 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 RM 1-5-14 a i-5-14 74 PLF Nix blight 6-10-3 4 12 8 3811 322E 3227 3570 311448 3370 3967 12 X ax43123 1037 1077 870 1510 1067 FJ / 660 1007 4 t 1712# 17 + 17119 13.5167 _ (p 13 5167% 1 7x5 8� 3114 646 347 5xs -.03 3x8 12 20 PLF 7-0-0 4.0"0 5-3-7 4-5-3 4-3-7 11-0-0 IK)ILOING TYPE: Enclosed tial 1- 37-0-0 1-4-0 CODE: Standard Building Cock(SBCCI 1941) WEND SPEED: 110 mph MEAN ROOF NIGHT: 15' TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: -A0.7Z. IF AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 04, Maximum LiVe Load Deflection of .288" (5/16), Index-.234, (L/1542) Maximum Total toad Deflection Of .452' (7/151, Index•.244, (L/9821 AO FLATS TYPE O.C. SPACING LOADING IPSFI TC LtarBEA TC TRUSS: 37'0' N-li 1-4 O%O. i/� it *.,_T V 2000 2-0-0 LL TC 30 2X4 #2 N 5P ENG. FOR TRUE TRUSS INC - SOS OL TC 7 8C LUMBER 2x4 02 N SP PROJECT: CENTEX 3708 A DATE; 25 FCO, 1993 I AYMT Io: _"'><T-5Tl LL 8C 0 HERS nt 8C 10 2x4 03 SP AOORE5S: 1 txrfpt A5 MAY ift- 141}IF0 1�T1 co", tr" . ;P,�. sM, VG {wP" cul v' ' «°o losk y4►tNit o �' tnty MEt WAN S f j S t,R��` t1YUACCtM EIO► .faLnM tto", y1Rli1 1P'fi 0 fON !^wf. t'►"' NEw :µt'It µNy Soµ'f' Gypt lleitt 003.�,'E° JI'io cR�At ilt°-gt {GR14P iE„sY�ttnc” .'J% VL if, $S to io►0{ENPx'. o c, {6! Ip'SpEi W t'`tF•issEy CR lL 1 fop potNE toi t'Ot, t .A�4L 4mfPAt'E t ftAE rltr x 0 R\ t°� t'tt _11;I, / 0 f tr+ito GJ,g,:.tW ;Mlit.�„�,N5 Ems` 8r fRaP SPat51 1151st l�l\1 L,wl N{N: `�° Clf\I S is PE t. PPp Spptt510 y,w�tNtt xxE�crP 'ir*+4%0b 1 pTtittW T1tG tPUSLpRUs ntpt tNE PE tl,yl N-LEo �c�` tt1 LLPRCEG e+,NµL iEa°ttJ`pf,Rt t"al 1 vt �y0 t'fcp NNU-f�N¢ RNq t5 RIES S,IuL G1+'ttmEt'tt+ °20% 5°GC °:w1n. U`E'ES 6E}Ntlu .'C(A t ok ta-pLRt�510016 tt`� 5 8E'tMP� ;0'p V£PtICK'S. a t {G tp C -,Wv 55 15 0Wt CA -too A EtitP S ,�d+uAt'o, iN► •' 1 tf� Of \LP t RC1tW' 00\ 1tN tx tOw how, SP,tGE °pt1:.N Ac 13 - "00. ACPN 0:1 ,tHls tttlal lCF RtIW CRL fx15 eP►CEp w ttK ► NS. L L= VE 5f tf JEPtI tttW 5. Rt [A L R°otE tri IEo CA - v+►L S PPE ttYE tFV CtW�lett EEfl faP f RS1Etg01 CI ixt5t yOP s.,+`to °' 4{t ttl Npt E g6- aSIZA f,N uyE # Of ltou p,0 /\E µ5E CtOD Cif tto Nt� KEtN' op 01A0 ulU' 7, V.ii+p°gpG!f5 gEEt,l µ,ERttV' tEP SPA 11"A" fRLSf•0o 0�t 21, ZfA CN f 0�tt(J1 SP RG1t4 5� t 04 WL \rJf• rZSt• y5S y oN Sr Gf Sct LSE N►Y L qE itL 'Si tµ4EotttV 'plFt N iMI QHS fPR°1S�t iGr�E tO• U5E N1UlNA NtN� f� $6 Fl �Na C �E°yq►Lp tpf a�E SIA I. •r 44 S aSt. +tit iN 51W1{S♦PPL USE 3S118N RLCt ePRC1tW E Its.V'Wt-t�o��gg ppty /E►lf f�►' gtyl tp1S�' 1PUS5 LR1EP iSS{rttl�t gift Sx'raClxltait fyAa:►YiKMS Y qr Cdt\ ?;Plf t°1o,W{;; U,ftts'►5Ep°N 8"> fflt etato d tri 1'!E GW i[N i `'A.1 tY[516tpL►ESsiTEs►�G irf N W,1000 ►q6 SLVISO M Alt°EttGtA �` a QARi ; , Ao2E a'l' � 1ry.l 3331 ' 3i5A ;7p1 a-A'e 230 A_a.0 +2 2y4f AA-0 12 a3f 27f A-0-0 I2 273« \ Af t 171361 3';! ►a-0 ♦2 12 . t5 13,4\ •2 Q6 2A01� 13p� A2 t23t p�A rod" b4i }1° 3;4 t7to# 1t.S .\ ....._.... 1g.51bl% 20 ptf 3x� 12 \ 0010og' 199% \\ ad c. (SgCC b +► 3x8 t E�tT' \Os Cock -43 ,ND`YPEd O�llditW 1.� v 5 a-►"8 A o S 110 W5 f cD ` S SHo'A SUPS` 1* ;8 l' + L`� YiND S� f St�'µf tSe} °f p�►D�� OW # �t 3 a' ' - %, a1: ED 1RUSS v oriole E�IEED' Sit NEj W�0�Ec 11 RSO S* ;-p 0 UPEIfj SES 10 A..o'a SEE ? o0 NO pM(�/ s #A. 681 o� 1p1n..213. tl+ 0601 1993 /°f at port Wds 222 i�r H-13 5p5 2y Fep J 161, ex.. .31'0 Nc, oSCRtt t lectloft potu.263 1111161• lntl p12, �iiMf rn� SFVE �Poy50, i µail oa0d0gt+jec�oon of ,a11p�, p, 3-Z� ��_ V` tfai`65'fOR' 3� (Z^'Q �/ ') 22' E >ticl Mpit1°um total boa i V�- D5 SF 1 Pvu��t toy 1 µax1 � tc 1UµBER ?.)kA YZ 5P RO�NE55. f\ troseg: tp JD11p5 11ttt0ER 2XA �2 gGSp ,3p►,CIµG 44 tC 90 2X4 M' 11•Iro 0.C• 2-0-p 04 6C HEOS 1,1 �, I, y 1•t c 10 r> 11 Loam SMALL ME OF IM Y4CIFIto MN41EAt GRANS, 61 CCAAl,10G KA11,4 W'ALt 9E INSIAtto SUMAEINICAtt 1 014 lot Att. 1"1415A1 O.M MENOEGS ASYA1tG to BE C011104xtr.A e SPECIES. AIQ 09 MAAIM11P1 143IS11"CC9111141, Om S:4Ci4 EHAi 101,0)1141. ISUCM 9+E11,44,119' 911k PLINO 0"ATHIMi, 1/2' 141 IS t%»EGFR ALt:+MAE11E STRESS rAL%" ALA 7AL496 UStO 61 ICF 0046 SKiCIS APE Not 11ELC404 NAG 16(4C.IP INI11, 1M+MAtL 10 bPAC111G NENIACNS SPAatt Ili' 0 C tNA/;, EEHPCA IP,w f0R DESIGT ARE 9ASEG Bit 1.4 tATEST 101114)"GF Ent t1A- GINECILI ADWit A 901TG44 Ct&M Silt ME. ''."k.ESS N".tEG 611*010SE CtAPA IA till bPAlt}, 11080.t#SIG11 STMIDANDS P.SLIWD 90 ht NAIIOMAL It Y•200 APPIIOYAL itAWASt ;AMC 3342, FNA TC9 9014. SSCC 111 ALL Ct4PR£5St0H C"CA0 NEW*"$ASSA+EG 10 9E CE41E7t4b9St.0tie 1.15,GtSIGH[UIFGHMS 1G FOREST PROGEMIS ASSXIAIti91 7261. wit FELE ft�ta 9RAC€G 91 EINIER 319' :MINA P VW"S#ATHIM 172' 1IG16 FCA WIAt. PLAft C[.1NM-46 wy— ii MIS DESt084 IS 9ASED G/aAPf C01IECT011 PLATES 08t. EM THIS IWJSS HAS 8C£4!USEGED FCA THE LGA6044 SH00i 10144.1 ORMALL UA 9AAC1416 MEMBERS SPACED At 16'0 C. WAtil+ S#AtIDANGS F„P IUUSSES 31 Coserlop PLATES SIZES AGE 9ASE0 aE MIK FORCES 0141, OM TNIS 0PA01t46. 114SIALLAIIOt4 A10 USE SHALL EOtA OAA �MAA4. UAESS 1101EU 0T/tRMISE. 161 ixt REMkA OF IM# IKIS NAA 9E CUT tR MOGIFIE9 Ito M4..- 41 C014E00G PLATE SIRS ARE CALLED OUT MIGTN IMAM SLOM $119 THIS DESi9M t2! DAMAN$W-ARU44 LOCAtIG14 171 SPECIAL MM4A 1110 CAFE 5H01A0 6E IA1+EH CA/11UG SHIPPEtq A140 9A LEMOtn 4ALW4 SLGIS% MG/nE 00110TA►ION CO fit Ik INIS"SIGH IS APP1tCA9LE t0 S"UP10 SPAR INSSES of EPEMUI OF 1P'ASSES SEE n19-91 FM PECC4"14DATI(m45 -COItF GUTAIIG41 MID LOAGIIG SPECIFIED 81 F46AICXTOP -ADDIITOUAL PLATInO FDP NAZCA I* !PUSSES IS PESPa1SIBILITI OF FABRICATOR, -]MIS TRUSS IS OESIt;t1EG 01ILY FOR TME LGAOS 54GINI1, PRUiSS10"FOR INE PREVEUttOn OF PUK) G"UST IE MADE A10 IS 1101 111E PESPOItS16ILITY OF It* IHSS FABRICATOR OR CLAM. -FALSE bufloN CHiPG I1IFCPNAIIUII FALSE 801 21-0-0 611 LEFT. VERTICAL SPACItG-4-0-0 USE M111110J14 OF 2,,4 PLATE FOR FASIEE71t4r,FALSE 801 CH0A0 VERTICALS. USE 3A4 14117, FGR SCARF UI FALSE 801 CtiOPD, +TRUSS 80110"E:ti0N8 ABOVE FALSE BGITGR CtiG i will BE BRACED NIT" SA4 3-4-e C0111. LATERAL 6RACIIIG AT WC+.C. MAX SPACI140, RtfX 3-7-e 4-0-0 6-0-0 5-0-0 5-0-3 4-0-11 5-3-3 AM 1-5-14 1-5-14 74 PLF Nix weight 9-10-3 Q t c1a /407# 3711 376# r " 31f>0# 273# r 3590 12 '#► �;` `{ 2460 f/ 1841 P7 I00# 1701 f141 I481 721 108# r .� • 17120 13.5167 I+q �, I3.51871f •I 7x5 5Mb 3x4 3x7 o axe -03 axe f@ 20 PLF 7-0-0 4-0-0 6-0-0 5-0-0 7-4-e 7-7-8 �. T_ ._w_______, 1-4-0 1-4-0 BUILDING TYPE: Enclosed Residential 37-0-0 CODE: Standard Building Cade (SBCCI 1941) WIND SPEED: 114 eph MEAN ROOF NIGHT 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEADL9,ADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 1039, AT EACH SUPPORT, SEE NOTES 14 AND 11 ABOVE. No true$w 1 Noxious deflection occurred at bottom )pint #4. WxiSVM Live Load Deflection of .265" (4/16), Index-.215, IL/1675) maximum Total Load Deflection of .415' 17/16), Index-.224, (L/1070) W 3. 23-93 PLATE TYPE: O.C. SPACING LOAD1tIG IPSFI TRUSS: 37'4` H-15 T-6 OXO. 1 TC L1M16ER �I j V2000 2-4-0 LL TC 30 2x4 02 N SP ENG. FOR: TpUE Tt3USS INC - S05 /(/ OL TC 7 ac L014BER 2x4 #2 N 5P PROJECT: CENTEX 3708 A UAIE: 25 Fell 19936,OF IC STM. LL 8C 0 WEBS LAYOUT 10: t1C t4 2X4 43 SP AL10HESS: SC AI E' It LUAEA SHALL,ME t* THE SPECIFIED 001131104 BAADEIL 5? CC46ECIOR RLAT£S SHALL BE RIStALLED S.1EIAl CALI f Oft 10i 001 forwAl CHORE:MEMBER$ASS:*EG t0 OE"AlO— SPECIES, Ate t9a MAAIIJM"3151t*4 C3*HE111, Of,V:.H THAI THE 001141 6AACCC 8f EITtEA 4/6" 04144I P110100 SHEAIHI1.3. W* 15 OF WOMEN ALLJWASLt STRESS YAt AES. Al.t i0AMIS UStO 6: ILP CH014 SPLICES ARE HOT RLCiA44011A;G IO L:C:W 4W41 OR,HAIL ;1H 1114AC110:HENKPS SPA(AO TL," 0 C fHAs1. it.. TOM OEStW APE!ASCO Oft 114 LAICST EDITION OF Int ItA- 61RECILI ANVA A 11011C31 cwnG SPLICE, W*ESS"GIE0 GYNEWSf •.:IrttiEUT ir. TIC041L GESI&O STAICAHOS f*JR8S1E0 of THE 101101RL 77 1.2000 APPAO'rk t1:.A*IF.315: U&C 13.12. FHA 1.a 2314 S&CC 111 Mi COWFUISID11 Ct0%MEMbER5 AS.S•.wEO 10 BE CULT 11r,4r.,SL 115, THIS LESIQ1 CIA*— FLAEST RROGUCIS A5SuC)AT104 1261, aOCA FTtE*6125 SRACEG Bf EtlHEM 3/6" 'Mltt t PtfK"SHEAIHO4 tie` flu!$FGA MLIAL PtAIL 4Zt THIS OESIOH IS YASEO Ott CL AAF CW*1ECIOR OLATES Oft iM THIS TA:1SS HAS Wit USI0140 FC& 1tE LGA01W SHU101 :Hit)I GRIMALL OA OWC1116 MEHBEAS SPACEO AT 46' *t. OUAL11f SLMADAres F-4 lkttS;SES. 31 COt*ECTOR PLATES SIZES AAE BASEG 00 AXIAL FOOCES Ottf. 011 11415 OAA001115. THSTALLATIUA ATG USE SHALL WIFEMM -HAAT. LIXESS HOLED OIHEA*i 16t 1*0 REt46EA GF THE WAS HA, K COT GA iw.. 41 CONECTOA PLATE SIZES AK CAt LEG OUT MTGtH UCWSS SLOTS! MIT"THIS 6ES1311 14 031 1101CATES BEARIIIu LQWJT Al. 171 SPECIAL HAHGLlHy"1 CARE SIMAAO 6E 1A✓FH OL6611OG 51... a,LE141H MtTA1S St GTSt AIG THE VIEUTAT lot Of IHF a: 1"15 TESIGIt IS APPLICAIlLf TO SHO1ttfF1 SPAII !Pisses OF SRR EREC11G4 OF TRiSSES SEE HIM-91 FOR Ker4ofiWTIONS SIZE CALL OJT IS THE DII#CIIC44 Ot' 111E PLAY LEIGIH I"1111 AdL LSjfOttii:1 COT_ FIOLATAi ( -CGEIGURATIGI AtG LOAGING SPECIFIED 8(FABRICATOR ' -ADDITIOUAL PLATIOS FOR HAJIOLI04 IFUSSES 15 PESPOl4SI81Lllt OF FABRICATOR, -THIS TRUSS 15 4ESIGHED GfILY FOP THE LOADS 5110101 PRO71SION FOR THE PRE'IEOTIOH OF FCAIDI G MOST BE MADE AID IS 1101 THE PESPOlISIBILITt OF THE TRtt55 FABRICAIGP GR CLAPf. -FALSE BGTFCI4 CWIIO IHFG9MATIUU FALSE SOT 21-0-0 411 LEFT VERTICAL SPACIIIG-4-4-0 USE MIflIW4 OF 214 PLATE FOP FASIE111110 FALSE 801 CMGRD VERIICALS. USE 3A4 14111. FOR SCARF C44 FALSE N51 CtKMO. 3-1-8 1-i-32 TRUSS BOTTOM 04%ABOVE FALSE BOTTOM Cl"G K51 8E$PACED MITR 1X4 3-7-0 7"10-4 1-0-0 5-8-3 5-4-11 5-11-3._`-yam CCIIT. LAIEPAL BRACING AT 24*o,c, MAX ST'Aciw, 1-5-11 12 t2 02 F2 a2� 1-5-14 Max "Night 9-10-3 74 PLF 12 } __ "'q6 �f 13Pt7J ,95 4100 5AA 4151 \ 1 \ 4081 12 ,,z 2481 1•` M f ; 1231 LO91 Ee01 9U140 1681 821 �' .��•� `.�\ � 661 T401 • 17!21 I 171 E1 'i ro Q 13 5167X (3.5167 of5x8 I~!p 8xa . 0 3 XS 3X8 8x7 24 Pli 3X6 ip 1-0-0 BUILDING TYPE: Enclosed Residential 7-0-0 4-a-0 6-0-0 8-4-8 8-7-8 CODE; Standard Building Cade (SBCCI 1441) WIND SPEED: 114 mph 1-4-0 1-4-0 MEAN ROOF MIGHT; 151 37-0-o TRUSS LOCATION: ($e) area MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: ©3f 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom )oint /4, Maximum Live Load Deflection of .251' (4/16), Index-.204, (L/1769) Maximum Total Load Deflection of .394' (6/161, Index-.213. (L/1127) (Le\j PLATE TYPE: O.C. SPACING LOADING 1PSF) TC LUMBER TRUSS: 37`0' H-17 T-7� " P004' 2-0-0 LL TC 30 2x4 Y2 Os SP 1. ENG. FOR: TRUE IAUSS INC - SDS ISOM III DL TC 7 Bc, LUMBER PROJECT: CENTEX 3708 A n DATE: 25 Feb 1993 2XA 12 N SP LAYOUT ID. 7 OF "^ Sit Lt. BC 0 REBS Be 10 2X4 13 SP ALUHESS; SCAT'; If LUMNA SHAtL SE OF IPE tiKEIF ICG 14111100M opa)(5. 5) CUSECTOR Pt ALIS SPALL BE 1151ALtED$•W EIAICALL 0 011 10; ALL i£151191 CHURD PENEEPS ASSA*0 to OE COMM""_. SPECIES, At0 fEx 14I411FJN N3f5P1{C0111E11h, OR S1J04 itMAT INE 101". EAACEG 6,EIIttA 316` imlin P00300 SiEAT"116' 112' IS Of HIGHEP ALL:OMAki SIPES€ iAtUES. ALL FALLtS USED 51 ICO CK"SK ICES Aft 00t P(CiMltMOEG N,GCV-0 10111+ DR.rmtt :P 6RAC1116 HERBERS SpACEo ID' 0 C t"":, ft'. f0A QESI11 APE EASE6 at 1.E LATEST(6113011 Of THE 11A- DIPECIL I Alloit A BOTTv*CtIORG Sh ICE, U1LISS 11G40 01*pMlSf VAHKI11 r E101TIAL D01011 STAI00405 PALISED It fit 11ATITXIAL 7t V-2i7A APPHG3 AL t1.%XnP LOC?342, fHA TC&2014. SACC III ALL CUPAL55f U1 Ot"K NEMER$ASSUMED to 1f CD0H11t jSL`1* 10IS LA5141t Cur- FOREST 094DWIS ASSItCIAFIXI J'sBT. OWA FILE LA0-125 8AACED B+EIIKR:t/B" :"314.1 ft'W 8 SHEAIH111G 1/2' IICJIS FGA METOL. t4 ATC �..,.. 21 THIS OESION I€YASEO 1X7 CLAPO CG1XtECiOA RATES OILY M) THIS IR.355 HAS AEEII DE5101to FCA THE t("ItIG ST(NXI +1411.1 Df144L ON 6RACHIS NEMKAS SPACED AT 16' 0!. EAtAL 111 SIA110AA05 FGA TAUSSES. 31 C441ECICA RAPES SITES Aft SASEB ON AXIAL FOMS Oil r. ON 1041S DRAAIM, 111€TALLATIO1 AAG USE SI(ALL CpfGAN +NAx1' U4ESS tgtEo ofttAA1SC. f6! 110 NEI'"A a Itt IAV5$14A/BE Cut GA Hw A) C0EE000 RATE SIZES APE CktM M11 WIDTH IAOROSS SLOISi 0110 THIS OCSIGH 121 5a 1110KANS BEAAIIW LOCAIIUI 171 SPECIAL hAAXA 1110 CAAE SH(AAO BE TAHEMI"ItAl of LENGtH IALO1€SL3TSi MID THE,7PTENTA134f Cf THE 6t THIS KSIC41 IS APRICADLE TO SnORIEP SPAN TPJSSES Of �7 EAECIIUt OF IRJS%S 5EE 4691 FOA PECC41KIGA110HS 1GTn 3GE111cAt L0.An .:.�t COIFISt�ftAtiUt -COIFIGURATIC41 ALG i 11 SPECIFIED Be FABPICAIDA -AOEIITIUTAL PLATIKO FOR HAICLI1w "PUSSES 15 RESPUiSIBILITF OF FABRICATOR. -FALSE BOTIC44 Cho% 1t1FCJUFAT101 FALSE BOT 21.0.0 011 LEFT, VERTICAL SPACING.4-0-0. USE NIthl" OF 2x4 PLATE F01 FxSTE111+6 FALSE 8G1 C"CAO VERTICALS. USE 304 011. FOR SCARF G4 FALSE 801 COW&. *IfM1SS BOTTOM CHH ABOVE FALSE 801TC"CHXANG ITJSI BE BRACED MIT" 1x4 MIT, LATERAL BRAC114 At Z4'0 C. NAI SPACIIIG, RU/ 3-7-11 4-0-0 4-3-14 4-2-2 5-9-0 5-7-4 5-1-12 AUN I-6-Ia 1-5-14 Max "Night 10-1-9 74 PLF 12 X16 3671 315! 4w0! 308! 273E 4241 480 a (�r it �! \ 12" 2 12r 12510 171E 173! 860 ea + 660 SDe! 1711E 1713E \ 43.516 13 5167% •I 74 5x6 3x7 1 p 5xa _o3 24 PL 3X6 I2 7-0-0 4-0-0 6-6-0 6-6-10 8-t1-6 _ BUILDING TYPE: Enclosed Residentiat 1-4-0 1-4-0 CODE: Standard Buiiding Code (SBCCI '1991) , 17-0-0 WIND SPEEDS 110 q* _ MEAN RODE NIGHT: 151 TRUSS LOCATION: (So) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECfiION REQUIRED; D3 # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 1T3, Maximum Live Load Deflection of .271" 14/161. Index•.22, IL/16381 Maximum Total Load Deflection of .424' 17/161, Index-.229, tL/10471 �ZE�tF 3 23 OW 01ATE TYPE: O.C. SPACING JLOAOING 1PSF1 TRUSS: 37`0' SPEC �T-6 OMG. E "^ 2-0-0 LL TC 30 TC LUMBER 2X4 Y2 N SP F ENG. FOR: TRUE TRUSS INC - SOS )5,+) OL TC 7 BC LUMBER 2X4 Y2 N SP PHOJECT: CENTEX 3708 A OAw 25 Feb 1993 OF LAYOUT TO: Lt 6- TO WEBS 2X4 J3 SP AOOFMESS: U LNAE9 SMALL DE OF IPE SPEDIFIEG MIIIIMJM GRADES. 6) CGEECIOR PLATES 5HALL BE IIISIALLED SOM1EIRICALLO OI/ 10) At 1. IE11S1:x1 CHURII MEMBERS ASSUPEG l0 9E C0111 )SL 131 � IIIUIGAItS lAI(RAL bHAC11N MEMBER TVA Mill) SPECIES. MED 12X"AAI MUM MDI SI XE C01#1E14I' OR SUCH THAI THE J31111 BPALEG DI E11/fR 3/9' .4111! PL'WOOD SIEATNiIW. 1/2- 141 111SIALLAIIGI M16 E"EZIKAI CE 114 JFUSS• PEr.MAlEl11, MEG IS Of nivEP M.L0AA9LE SI PISS iAl1ES. ALL 4ALMIS USED 6; 1010 G1CAG SPLICES APE TOM MEC:NEPOEG 10 GCCUP 4MI14: IAIMALL OP MPACIIMi HiNBEIIS SPACED IG' A C. IMA/1. 1EMPCAAP, OPACIHS SMG. r,of OuBE IH ACCONGAI" a TOi fOR DIE.SI 711 AME BASED pt ICE LATEST E8I11OIt OF VOTE nA- GIPECILI ABOVE A BOTTOM C"C SPLV1 :LLESS Mitt)GIIEPMISE CUPPEUI IPI BPACIO.G AM tPECTIU.PiKICAT1UlS. TIDI4AL GESIOII SFA14CANS PJDLI514:0 Of TIE NATIONAL 7/ V-2000 APPROVAL IAAIBERS: UDC 2332, FMA 1C9 2014, SOCC 11) ALL CCAAWESSIGI CHGRG 11E141EH5 ASS'JMEO TO 9E CO4IIIrJUJSL45B 1.15 LASIu1 CUFC4IMS 1v CtoWnI IPI (ESISII SPECIfiCA- FOREST PRODUCTS ASSGCIAIIU" 7251. DOCA FILE 66-126 DRACEG 81 111HEa 3/0' +4111.) PLINGOD SMEA41100, 3/2' TIGMS FOR METAL PLAIE t'.44iEC1EG MUGO 1RLSSES AI1G D1 THIS DESIGN/s BASED O11 rLARf CwAIECIOM PLATES Ola f. 91 THIS ISUSS HAS BEER DESMIKO FCA THE LC401116 SHDIAI :04M I DROMALL OR BRACIIW KE14KAS SPACED AT 16' O C. r"t 111 SIAIIDARGS FOR TRUSSES. 3) COIAEC1 04 PLATES SIZES ARE BASED 61 A{IAL FORCES OIE.f. OR THIS DRAMpIG. IIISIALLATICJI APG USE SHALL CUFOP4 --MAOI. UIXESS VOTED OT1ERxISE. IS) 110 11E6"A GF LE #PUSS MAO BE Cul CA 4DOIFIEo UI M/1 MAT, 41 COIAECT OR PLATE SIZES ARE CALLED(Pit 9ICTM #ACROSS SLOTS) BATT THIS DESIIAI 12) BE IIIOICATES KARIJ13 LOCAEIGI 171 SPECIAL MAIAILIUO CARE SH(AAD 6E TAMER OtA111D SHIPP111D 410 aV"14TH TALMO SLOTSi ML TIE OPIEPTATION Of THE 9. THIS DESIWI IS APPLICABLE TO SHOPIEP SPA##IWJSSES OF EKCT1011 OF IPJSSES SEL tid-91 FOR PEC01YE14DAT1OnS IIU+. -CCAIFIGURATIUI ATE)LOADVIG SPECIFIED Of FABFICATEIP -ADDITICAIAL PLA11115 FOR HAICAL111a 1PUSSES IS PESPOIAS151LITf OF FABPICATCM. -AH7ICIPATEG HOPIZGIITAL MOVEHEIII UIIUER IuFAL LOAD - .206' 3-5-13 RlIN 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 v6 SSS 3761 3200—_-- 326 201 /326 ,L 272 ` \ /\\ 424E 12 2221 / / 591 \ zf70 list _ w _ 126E 1321 1511 1/30 5610 RI 2x,3 \ \ 17110 1713E \ 13 51 493 )3.5167 •�� 1l o In �j Flo 1 7x9 3x4 5x6 3x4 3x7 20 PLF 12 5-3-8 6-8-2 6-6-6 8-6-10 6-11-6 //�� BUILDING TYPE: Enclosed Residential 1-4-0 �2 F2 �2 F2 1-4-0 (11 CODE: Standard Building Code (SBCCI 1991) 37-0-0 WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: OI 3PR # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 3 Maximum deflection occurred at bottom joint 03. Maximum Live toad Deflection of .366' (5/16), Index-.297, (L/1213) Maximum Total Load Deflection of .574' (9/16), Index-.31. (L/774) A, 26-1/, 3- 2 3- `l3 0/lc4/ - —A 'E-��—ZZ-`�3_(mit 1ST m w NO � CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING 4PSF) TC LUMBER rI TRUSS: 37'0' SPEC VAULTS T-9 OxG. ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - SDS 54�to 1601 S. GSM PI(MY. BC LUMBER PHOJECT: CENTEX 3708 A UAIL. 25 F e a 1993 GRAND PRAIRIE, TX 75051 7•0 OL TC 7 2X4 02 DS SP -1 OF I (214) 660-3940 PLATE AREA: - -INC. FOR STL- LL BC 0 WEBS LAYOUT 10: ki 546 33.33 OL BC 10 2X4 /3 SP ADDRESS: SCALE Ar, MEMBER 74055 PLATE INSTITUTE TOT At. 41 EXIFPI A5 14AY Ur HO(FO 178 !('�TUv S) LUMBER SHALL BE OF tHE SKE01E0 161011PUM BAAOES. 5t COIxECIDA PLATES SHALL BSE 111SIAL.LED 5,w4IAICALLt pt 14, ALL tEUSI-.+s CHOMG MEABtAS ASS'.AEO 10 BE CUHtll-.... SPECIES. 46 tBx kAAlW.%AOtStLAE C01dillf. OR SIKH THAI THE RHHI 6AAUE,6,E11,EA 3/0' :Nle# W•OOW St4A1Ht,A3, $12' IS OF n14i4P ALL:NM6LE SHESS tALVIES. ALL IALUES USEO 6: IGF Ci,CM SHLICES ANE Hof A£CC4"06L(,TO G!.CvP 4Nift; t4+.AAL4. :P OPACtHs 141#7+5 SPACED K' 0 L INAA:. FENT.., FTP 0ES1Gti AAE BASED G4 Ii4 LAIEST E0111401 OF THE 1u- DIMECAI ABOVE A 80TTiM C"UIG SPt Oct. Uf4tSs 19 SED GTtEPMISE. rtowE,l let w 110nAL USISN STAIGANDS PALISK9 Be fit 16ATHOLIA1 71 V-2000 AFPAOtAt 1c Aft"S. UBC 2342. FHA TCB 20t4. SBCC to ALL CCMPRt SSIGt CnCPG fENtOEENs ASSUMED TO IK CC4,Iif-wan5, Inas CESIGH CWiW1Ni .. FOKST PAOEAICTS ASSX1#1101T 7261. SMA FILE 86-126 APALEG 6(E14411 3/8' MIH.} P1fKGD SEAIHIIW, I72' 11CIM FGA f4fAL PLATE CWYECtt..... 21 IN)$DESIGN IS BASED Gf CLAM CUiIECTtW PLATES Gtr at THIS IA.JSS HAS DEED GES1a1KD FLA ISE LGA6iti6 SH010T7 :1010 1 DArxALL OR 04+[1116 MEMBEPS SPACED At 16' 0 C. OUALITt StAttDARGS FRA IPUSSES, 3t CataECTTAI PLATES SIZES ALK BASED DLL MAL fOBCES ptf. DP TNIS DPAMI"O. IRSTALLATHif Alin USE SHALL CCIFOP16 MAlf, WxESS 14IIED aTi4:GMl5E. 167 1x7 MENRA GF THE 00.755 MAI 6E Cut 0 W..MIFIED N, 41 CGISIECTGR PLATE SIZES AAF Cu.LED WI 1610101 iACAGSS SLDT% WITH THIS DESl31t 121 Id 11101iA1ES 6EAAIfl6 LOCAEIGt 171 SPECIAL HA11 11r0 CAPE SwuO bE tA1[EH"IfOO SHIPPIMO Aaft A'LEf4tn JALOtiG SLOTS, AIG THE OPICHIAT14H CF THE At THIS OESItAt IS APPLICABLE TO St"114 SPA14}PUSSES Of EPEC11GI4 OF TR.JSSES SEE Hill St FON PECGOCIUATI014S SIZE CALL (YJt 15 THE DIKCIIC44 Of lit PLATE 1.0161n, Icalf ICAL Ls"114�i,HG CGF 1G,A1AI fus -cGT,F cA,RAr1GI1 Aln LDAcuIG sPEC1FIto Be FAaR1CA1GA -AW111011AL PLAMIG FGA HAIJOL114 IiP1SSES 15 RESPOIJ51811,11F OF FADAICATOR, -1"15 IPUSS 15 DESIGIIEG Qkf FOR ]HE LOADS 5WtOHtl, PRO/1SI0tt FOA THE PREVE1111017 OF PCA"IG HUSI 6E MAGE 4110 IS HOt 111E AESPGitSIbILM GF THE tRUSS FAaRICA10R OR CtARi. -AIITICIPATEG tiOPIZGtiIAI NOVENEHT LNOER TOTAL LOAD- .284' 3-5-sa f-a-a f>ui 2-9-i1 6.4-4 6-4-4 5-8-3 5-4-ff 5-it-3 RUN 1-5-14 12 02 02 12 12~ 12 1-5-14 Max "eight 9-10-33 14 PLF i 12 t �1 a 272#7! $ $xS 47GF �-.,\soe i 344 3391 408# 12 l 222 209! f" list _ _- L 1251 Ulf 704# 168E sat * \ 590 ,2x31712/ ...� 1711# 13.+x167 �\ 13 9144% 1 Ii�53 1 1xa 3x4 3x4 axe 3x4 397 " 20 PLF i 1a 1-0-0 4-3-8 x•4.4 a•4-4 9-4-0 6-7-0 Iz 12 #2 12 02BUILDING TYPE: Enclosed Residential 1-4-0 1-4-0 46 CODE: Standard Building Cade (SBCCI 1991) 7-e-a WIND SPEED: 110 NO MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD JOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: B AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. ND trusses: i maximum deflection occurred at bottom joint 03. Maximum Liv# Load Deflection of .347' 16/16). Index-.281, {L/1284! Maximus{ Total Load Deflection of .544" (9/16), Index-.294, IL/816) fit. 3 23-93 day PLATE TYPE; O,C. SPACING LOADING 4PSF1 TC LUMBER TRUSS: 37'0' HV-i9 SPEC µT-t0 owo. '^^ntxCTS tnc V2000 2-0-0 LL TC 30 2X4 #2 D5 SP " ENG. FOR: TM 1HUSS INC - SDS 154-14 7.0 OL TC 7 SC LUMBER PROJECT: CENTEX 3708 A 0 DAM; 25 Feb 1993 INC:--FOR SIL tL OC 0 WEDS 2X4 12 p5 SP LAY0UT 10: DL BC 10 2X4 13 SP ADDRESS: SCA1E —FAL 41 EXCEPT AS MAY 134 1401E0 1/8 11 LUPWA SHALL 9E OF INE SPECIFIED 4111110.1114 WADES. 51 COIEEL104 PLATES SHALL HE 11151AAt E0 S(W*IRICALLI(III 10) Mt IE1151"ll U+ORD NENBtRS A`>',`n4G i0 8E CDIIIMI — SPECIES. AIq 1ED NA01100#41Sit"C0I11041, OR r.KN I{SAI 11,1E Atilt 6RAW,6w tI11iER 3/8" "Sill K 111330 Sr#ATNItLi, 112` IS OF nl GrWO ALLONA I SIRESS 04,%AS. ALL iALt3E5 USED 61 IGF CIICAD SPLICES ANE 1401 RECd44E1NNG 10 CCCUW tNiN tA.wxtl OP WACII.4n6EPS SPACED /G' a C. INA"" It- POR 815161 ARE USED oil Itit WEST 18111+0H OF lit III- OIRECIiv A80A A 80111*C"UK SPIKE, :AAES5 WILD 011tNwiSE- :.UAKI'l 11014AL DESIGN SIAIADAMS ftkI O Rt lit INLTWIMd 71 V-YGGD APPNOIAL WAWEBS UMC t3A2. FNA TCR 241A. SKC 111 Al I, CGW°BE LSIC41 CNGPG 0t11tNS ASSJ1E6 10 6E CC411 IIIA-155,n5, THIS CE5I011 CWP.... FOREST PRDCAKt1 ASSXIAIIOR 7241, WCA FILE 116-125 RAACEG 81 E111EN 3/8' 4N111.j Ktg:"SKAttilfili 1/2' IRA*FGR KtAL PL Aft t,, 21 THIS DESIGI IS 4ASE0 Ott CLAN/CGNIECtOR PLATES Wit aI lot$IM.1SS HAS DEED GE5161ED fIA TIE 1.45,401110 5110101 FNID.I OA?IALL.OR 8RAGHiG MENBERS SPACEl1 AT If. a.C. DUAL lit SIIIiOA%$FA 19U'45E5. 31 CONIECIGR PLATES SITES ARE BASED QI AXIAL FORCES WILL. (01 THIS DRAW1116. DISTALLAItGI AIE;OSE WTI.CGi(AM atAAt. (AIESS IIOTEO 94EAWSE. 16) IID NE141EP a It* iFU55 NAI BE Cut CR 41 COtAECTOR PLAT(SITES ARE CALLEG DUI 111011 IACWGSS SLOTS) WITH THIS DES161I lit ® ItAlICA1ES TtAR103 LOCATIO" 173 SPECIAL HAtEA lli6 CAPE "10 6E UKEu CAAIIAA 4t LENGTn IAL0016 SLGISt AMID THE ORICATATIW OF Tit 911 THIS IESIGH IS APPLICABLE 10 SNIAIIR SPAti TRUSSES OF EBECIIUt Of (BUSSES SEE NIft$1 FOR PECCAMEnDA11014 -COI4 GAtILA ICA) Alto LOAGIIIG SPECIFIED et FA9RICATCA -AMITICAIAL PLATHIG FOR HAIC1 PIG TRUSSES 15 PE5KAISIB1LIlt OF FA8PICATCAI, -THIS TW355 15 DESIGIIED GMLY FOR TILE LOADS 5110/xi PPO'ilStU1 FOR IRE PREVEiiT1011 OF PC41011IG MUST DE MADE Atte IS In11 THE AESPOIIS16IUTI OF THE I"S FABPICATOP OR CLAM(. -AIIIJEIPATEG HOF1IZC4ItAL MO`IEIIEW UI4DEP TOTAL LOAD - 276' 3-5-23 FM 2-9-11 5-4-4 5-4-4 5-0-0 5-0-3 4-9-11 5-3-3 tTtxA 1-5-14 02 02 02 02 02 i2 1-5-14 74 PTF Has 1A03gnt a-0-3 E 12 I 1 �6 3830 3710 5�5 sXrj 396E \wo i 3020 12 4#� `t 3t1T 222t \ / 1841 6 P fiBR \ �t 1 1660 1670 WAIT 3 80 721 t �►� � 590 'U3 1 17120 17110 (3.5)67 5149% 1 7i9 3x4 5x5 3x4 3x7 0 9x11 ..y 2 20 PSF 12 6-3-6 10-8-8 5-0-0 7-4-6 7-7-8 #2 #22 #2 0a BUILDING TYPE: Enctosed Rosidentfal s-4-a 37-0-0 CODE: Standard Building Code (SBCCI 1991) 41 WIND SPEED: 110 Wh MEAN ROOF HIGRT: 151 TRUSS LOCATION: (Se) area MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: JQ,_4a M AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: f Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of ,331" (5/15), Index-.268, (1/1343) Maximum Total Load Deflection of .519" 18/16), Index-.283, IL/855) A eall. 3-Z3-q3. A01YV `*ATE TYPE: O.C. SPACING LOAOING €PSF1 TC LUMBEA Tt�uSS: 37'0' HV-17 SPEC T-11 ONO. Al 2-0-0 Lt TC 3p 2X4 02 Os SP E14➢. FOR: TRUE TRUSS INC - SOS 0,1M BER LBER Plla.�Cl: CENTS% 3708 A OATS: 25 Pep 1993 OL TC 7 2X4 02 Ds SP IL 8C 0 HE85 LAYOUT 10: SO 2X4 03 SP ALJORESS: cr.r 11 LUMBER S-'kL K OF /HE SPECIFIED 14I43tLA/41AAOES. S! CUEECIOP PLATES 5HAll BE IISIALIEU S111141PICKLr 011 101 AIL IEHSItA1 CHlJ ,YEHt1EMS AV5,"C) 10 BE CCtN1 IlAmtlA 1 t-11 -* HIUICAKE,11it—I Eux•..luo Mk MULL. (11t MIU i SPECIES. N41 IBB"At IHUN LAOIS NUPE C0It1011. OP SUCH THAI THE J01111 dPAGEG kit EIItE1t 3/b' IMill) $410O:IG S*AlmilQ. 1/2' 141 I11:.4ALLAl1WI Art,tuLCll+41 U l,M IC.USS. PEi:MA11EH1. AIG IS OF nt G•EP KWYABL9 SIPESS YKUES. ALL AAI.HES USES) 6; Iii CHCF4 SPLICES ARE t10T FIECCH04110EG IU CCCUP IMI/1; fPrWAlt :tt BP Ai 11Ai IE ItdE PS SPACED /G' p C INA/;, II1p'CAAM/ dNAC 111. SrW.A C,UE UW4 IH ACi W+G"KE WITH FOP UESIGH APE BASED WI Ind LATEST EDIIIGII CO 114 IIA- DIRECTL1 A5Q,E A BOITCP C.UM SAICE :(LESS 1111TE0 GInEPVISE. CUPHL111 IPI SPACING ATI/.IHECIl As P:wt ICAIIUK. IICAML DESIGN ST A840""PJBLISnEO all THE TIAIIONM. 71 V-20M APPRWAL MAMERS: UBC: 23A2. FnA TCB 2014 SBCC SO ALL COMMSSIUN ClCAG Htt"045 ASSUMED 10 BE CUIIIIRIO'JSLn5N Tn11 GESIUI CUIOL+Ha 1G C'.11RE1H IPI OESIW4 SPECIFICE- FOKST V410CAICTS ASSGCtAT 1014 7261. SMA FILE 86-125 BRACED 61 EITHER 3/0' �MIUJ PLrNGCI)50EAIH1116. 1/2' IIG115 FGA METAL RATE Ct4tECILG YOGI IR.•SSES AND 2) THIS DESIGN IS KASEO 011 CLAW CGUECT011 TLAfES Glf. a) THIS INJSS HAS KEU DESIGNED FFP THE LOADIIIG SHOWS 114111,1 TPIYAL.L W BPACl/G NEUM61S SPACED AT 15' Y.C. GUALII/ SIAIIDARGS FICC IPUSSES. 31 COBECfOn PLATES SIZES ASE CIM04 AXIAL FORCES Oil. 011 THIS ORAB1116. 1115TALLATIUI NG USE SHALL COHFGWI IMAAI. ULESS NOTED OTHERWISE. 161 110 MEW*A&F THE TRUSS kA' BE CUT CP HOGIFIEO NI NIA IMA. 4) COBECIOR PLATE ARE CALLED VJt WIDTH IAWD'SS SLOTS) 111114 THIS OESIall 121 Is 1101CAIES BEAR116 LOCATIG11 17) SPECIAL HAIL4.1110 CAAE SHOULD bE IAIrEII CUAINa SHIPPING M a'•LENGTH IAL0146 S1.6116i "TIE OPIENTATIaN a INC 9, THIS DESIGN IS APPLICABLE 10 StOPTEP SPAH IWJSSES Of 1KCTIGIt Of IWJSSES SEE ni0-9t fOP 0TECC.IWEIOATt014S SIZE CALL (Kit Is USE DIRECTIG11 IMF FLATS!LEnGin -CGIF IGURAi ICXI AIS)LORD tIG SPECIFIED BF FABPI CRTOP -ADDITIOIIAL PLATI146 FOR HAICILW )PUSSES IS PESPUISIBILILF OF FABRICATOR. -THIS TRUSS 1S DESIGNED 011LY FUR THE LGAU5 51101111. PPOYIS1011 FOR THE PPEVENTIDII OF P0110DIG MUST BE MAGE AHO IS HOT THE PESP011SIBILITY OF THE TRUSS FABRICA7GR OR CLARY. -ANTICIPATED MPIZC44TAL 14OVEREIII UNDER TOTAL LOAD - .284' 3-5-13 nI111 2-9-11 4-4-4 4-4-4 4-6-0 4-6-0 6-4-8 6-7-e RUN 1-5-14 I2 12 !2 I2 /2 /2 !2 1-5-14 74 P1f Max Haiglit 7-10-3 1 12 �6 328/ 3331 4021 314✓�� 322E 470/ M, f \ 2221 2341 A ffel o 14b1 1771 lb4f 12711T 631 2x3 591 \ • 17131 17101 13.5167 t I to 13 5149% I 719 3A8 5x6 3x7 .J 4 M 31L11 2 N 12 20 Plf 5-3-8 8-8-e 9-0-0 6-4-e 6-7-8 12 !2 /2 !2 1-4-0 1-4-0 ^ BUILDING TYPE: Enclosed Residential 37-0-0 LU CODE: Standard Building Code (SBCCI 1991) A2 WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 10--4a # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .347" (6/16), Index-.261, (L/12901 Maximum Total Load Deflection of .543" (9/16), Index-.294, (L/e1e1 2EU• 3 - z3 REV ONO CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER l TRUSS: 37'0' NV-15 SPEC T-12 DMD. / ALPINE ENGINEERED PRODUCTS Int2X4 02 DS SP ` ENG. FOR: TRUE TRUSS INC - SOS 154/6 1801 S. 65% PKMY. V3000 2-0-0 LL TC 30 --. BC LUMBER PRu7ECT: CENTER 3708 A DArE: 25 Fib 1993 DRANO PRAIRIE. Tx 75051 7 0 DL TC 7 2X4 02 05 5P ZOF YIw, 1214) 660-3940 �T�)WEk" -Ii'iC:�F�i 5Ti: IAYOUT TD:LL BC 0 REBS �_ 526 33.33 OL BC 10 2X4 !3 SP ADDRESS: SCALE:�_ ■It MEMBER TRUSS PLATE INSTITUTE 526 47 F<tk'PI AS MAY Ub I1IIF11 1/8 (�� AI LUMINEA SNAIL BE OF 114 SPECIFIED U11#10A'4 6PAOES, 6t C0481000 PLATES SHALL OE 114SIAL.t EO 5.440A1CALL4 Olt IOt AI.L IEN52601 CCHOAD kt11Et"S AW"r 10 BE CUtTUMYISI,t 131 - SPECIES. AID$9%kAAlw,1I kDJSi•A£C0111110. 00 SUCH THAI INE J01NT ORACEG Or EI1tE&I 31b" .k1w Pl lo"Wf ATN11t3• 1/2' 14t IMA At,A11...- IS TE WZ401 ALG,*ABLE SiPESS'JALUES, KE (Am"USED BJ IDP COW Sit ICES AM NOT PEC34440"C, 10 GC" 114114; GR.NALL :P OI.ACHIG NLIDEPS SPA1:£0 10' 0 INAA-, ItW'(M/R. 80A1334 FOR DESIGII ARE OASED Ott THE LATEST follia"or irE tIA- GIFIECTLY AOOYf A b011uR COM SPL TYE. '.AA.t SS HGIED w"LoIt ISE. L1~N1 IPI ORA"NIO Alf.LPt 11004AL DESI&I STA44GAMS P'JRIW0 Bt ItE I0110119 7, 114000 APPROVAL P.MB£RS; LAIC 2347. f"A NO 2014. 54CC IS) Att CCAWFIESSJU4 CHORD NE141tRS ASSUMED 10 OE CUt11111-W5ttt51 I015 LfIllult Wtfwa, I;C'_#FKIIT TPI k FOREST PgOEAACTS ASSOCIA 10ti 7261. BOLA FELE 06-125 "ACED Bt WHEN 318' :1450.1 Pt f*C"SHEAINI1*, 1/2' IitA4b FLA kt1AL W AiE CUxt;JEO IWW TTk.551,5«.- 21 THIS DESI014 IS BASED Olt CLAAF CGEECTOP PLATES CIt Y, Of THIS I*JSS HAS 6EE1 DESSGtEP FGA It*LOADltAl SHOW IJAIW) ORtOALL OR BPACIIIG MINEIRS SPACED AT 16' 0 C. OUIt ITr SIAi10AR4S F:A IAUySf S. 31 COIa#C1GA PLATES SIZES AAE tASEG Ott AAIAL FORCES OIL f OH THIS OAABIIIT. 114STALLAIICAI ANG USE 5t0LL COFORM {NAAI. t21£SS IIOTLO OtHkAxISE. 161 113 1*14AR OF THE WiSS NAt Of CUT Gil MODIFIED III A#W. 41 Cfx1ECICA PLATE SIZES ARE CALLED OUT girt" iACROSS SLOTS) 011"THIS DES1814 12) ® II[1ICAT£S FIEAAIIHL LOCATION- 17) SPECIAL, HA1141103 CAtE S IAILO bE WEH"1110 SHIFPINO A O'r LENGTH 140146 SLOES; AIG 1K OPIVITATIOH OF It* Si THIS OES10I1 IS APPLTCA&C TO SnDRIER SPA+TRUSSES of fKCiICI4 OF TR•JS5fS bEt 4,111,91 FOR RECU4E1IOAtJOHS AM COtJFI3731AIJWt -CCA E' G4JNATIGT 410 LOADTIIG 5PECfFtEO BF fABpiCAT'UR -"ITIiNIAL PLATIIIG FOR HMC0143 TRUSSES 15 PESPOIISIB1LITt OF FABRICATOR. -THIS TRUSS IS DESIGNED GOL'Y FUR TttE LGADS SHOW, PPWISNAA FOR THE PREVEHTIOtl OF FAWDI1IG MUST 6E NAGE IHO IS Wit THE i+ESP014516IL11i GF THE TRUSS FABRICATGR OR CLARE.. -AILIICIPAIEO tWIZC41TAL 14WENERT U40ER TOTAL LOAD - .302' 3-5-13 3-6-0 3-3-0 AM 6-0-3 3-3-0 5-6-0 5-4-8 5-7-8 RUN 1-9-14 !2 #2 !2 !2 1-5-14 � _..._�.. 74 PLF max "Night 6-i0-3 t 12 6 2561 3510 3611 3190 3520 3x4 3x1 orf- 3951 12 1 �ti 1/ 1281 1320 I3GA 1740 106# 591 17120 17110 t3 5149% (3.9167 * 1x8 3x8 5x6 3x8 397 3111 2 12 20 PLF 6-3-8 6-9-8 5-6-0 6-6-0 11-0-0 12 02 !2 12 1-4-a 37-0-0 1.4-0 BUILDING TYPE: Enclosed Residential � CODE: Standard Building Code (S6CCI 1441) L tl WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET HIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint !3. Maximum Live Load Deflection of ,337" (5/16), Index-.273, 4L/13181 Maximum Total Load Deflection of .528" 18/16). Index-.285, IL/8411 120. 3-z 3 04CA/ L'i,r)o w-s PLATE TYPE: Tc SPACING LOADING (PSF3TCLUMaER TRU5S; 37'0` HY-13 SPEC T-i3 O"G. # v 20002-0-0 LL TC 30 2X4 r2 Os SP ENG. FOR: TRUE TRUSS INC - SOS X41 0L TC 7 8C LUMBER2X4 #2 Os S" PROJECT: CENTEX 3708 A OAIE: 25 Feb 1993 IL OC 0WEBS LAYQUT IO: 7 f ar 10 2X4 #3 SP ADEIRESS: SCAT E It iN KII SHALL EE OF IPE SPECIFIED*1010M GRAKS, 81 COAEC104 PLANS SMALL 8£ IIST4LE0 S,w#IAICA4.0 Ott 101 ALL TENSiut CHORD ki"BERS A56"o 10 8£A.. SPECIES. NO LOS NAOJ"M OOtSPJRE C*14041, OR VX t}NAI 14,*Illi SAACED 8,£1IIER V11* .NII¢ Pt.10170 Sl EA111194, , IS Of n1C4ER Atl."Akf STALSS lALUES, ALL MAIN$USED at IIP CWft SPLICES ARE NOT PECC,NtUDIC, 10 GCCUP Will, 0,*AtL 4P 814AC100 11ENOLPS SPACtD 10' 0 C INAf;. NO DESIGN ARE EASED UH IPE LATEST EBITIO"Of I,*ltA- GIIECTL',A60vt A BOIT461 04K 511KE. MESS"1140 01E140115f. 111101It DES1014 STANUAIOS tNAIx.ISPEO of tot OATI"L 11 Y-a6w Apmak la"NERS. UBt:1142, FPA TCO 2014. SACC 111 ALL C04PPL551011 C"LAO NVOER`4 ASSI,r1EO 10 INE CC4tf IxxP✓oL NSN IPI.IA!Il . €ORSI PADPAICIS ASSOCIAIIOYI 1251, WA Fill 86.126 BRACED 8,EIttER 710' ik10.) K1*060 SNEAINII4 112- 1/;415 FGA NLIAL K— a! this OESIarl TS BASED to$"AAI CO8tCT0a RATES UtY. to lifts T18AS NAS BEEN DESIOLTO FOR INE twit16$"I !kill I DR,xALL tw BRACING NEN REAS SPACER AT )6' a t, DIAL 1I t SIAWARG5 F;6t IR11- 31 C SAIC1011 PLATES SIZES AN 81560 ON AAAL FWAUS OrLr. (1II MIS BPAxl316. INSTALLATION NO USE SHALL C01i00111 ;kAirt, LrtESS AMIE OT,EP01SE. i6) 110 NEt,"R Gi 11E Nass MAY GE CUI 41 Coatti F PLATE SIZES ARE CALLED OJT 0101" 1ACAGSS SLOTS) MTI"THIS OESTOI it) ® IMI:AT£S KARIM LOCAIIGIt 17) SPECIAL tulEA l*CARE 5NUAA0 8f €AMEN 0,...,_ we 40161" NALONG SLOTS, 410 Int ON1E"TATI04 Of T1E at I"ls 0611161 IS APPLICABLE TO SNORTER SPA11 TRUSSES Of ENECIIC41 OF tk.ISUS SEE PiB'st FOR PLCT41IE14)AIIN.- 1011. -CEAO'IGtOTATILI)Ar6 lOAGIt)G SPECIFIED Of FABPICRTOR -AWITICI AL PLATIN FOP HANGL1140 TRUSSES IS PESPONSIBILITt OF FABRICATOR, -This TRUSS is OESIGTEG ONt't FOP THE LGADS WWI, PPOYISION fop THE PREVEI11011 OF POIAIIIG WISI BE"ADE AHO 15 NUT TIE. PESPOIISISILIT"I OF THE MISS FAbRICATGP OR CLAP(. -ANIICIPAtED HOAMAIIN. 110VE41l1 UIDER TOTAL LOAD- .301` 3-5-13 2-10-0 2-10-0 am 2-9-11 4-9-4 5-9-0 5-8-0 4-4-e 4-7-e AM 74 PLF 1-5-14 02 02 102 12 #2 02 02 1-5-14 1 Max Height 5-10-9 12 "1 6 279€ 3151 419€ 314€ 2671 1 1 L 1 1 i2 3x4 2760 3220 6 V 3x1 3x4 4 ��/ 1 1, Z 2220 All 0 2x3 \� l Me* 104€ 1t31 MIT 1460 861 17110 13 til67 1 ?x9 3x9 3x4 5x6 3x7 ! '+ 13.5149% Slit .,2 12 20 Rif 6-3-9 4-9-9 5-9-0 5-7-e 5-e-8 42 !z az 02 42 1-4-0 1-4-0 3?-p-p — BUILDING TY111E:4netasad Residential CODE: Standard Building Code (SSCCI 1941) WIND SPEED: 110 Wh 14EAN ROOF MIGHT: 151 TRUSS LOCATION: (Se) area MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 10 B AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: i Maximum deflection occurred at bottom joint 04. Maximum Lira Load Deflection of .407' it/i6I. Index-.33, (L/1091} Maximum Total Load Deflection of .638' 110/16). Index-.345, iL/6961 Q 2--v, 3-Z3-`?3 OW PLATE TYPE: O.C. SPACING LOADING (PSF) TRUSS: 37`0' �HV-11 SPEC �T-14 OtIG, f Y�ODO 2-0-0 LL TC 3O TC LUMBER 2X4 112 Ds SP 1 ENG, FOR: TM TRUSS INC - SRS ��1 OL TC 7 tC Lt"ER 2X4 02 RS SP PROJECT; CENTEX 3708 A 1 WE: 25 Feb 1993 t AYOUT TO: #(JOF l FOR SIT, LL 8C 1} WEBS ! t F OL BC t4 2X4 03 SP ATtOktss: SCAI.. 4/ N xft NPT A`, MAY HF PJs0i 111 10 LUMBER SMALL K 00 1"C SPECIFIED M7tll MJM GRADES, to CON"C0 A PLATES SMALL BE NISIALEO SrNtiRlCAti[It 10) All 10151•.Ar CWAID MEMBERS ASS'UNED to OE[Ut41I1Axy t SPECIES. AND In xA/JWJN MOISTURE CONTEtlt• OR L`J1:M 14AT TME .A3INf BkALM D*Llflik 318" MIe! PL1NOX SMEATMIIAI. 112" 141 11,_. IS GF Ml;.rtA ALLJUA4LE ffFIESS iAtUES. ALL MtUES USCG at 1CP Ct"4 SPLICES ARE MOT PECC.404v EG t0 GCC.Ip 1MMi RR,MALt CO ePAC1tk NEMUERS SPACED L6' O.A. INA(:. ILNMfHAM, o TOR OEf1W ARE OASEG GTL It!LAT£SI COITION Of fit HA• OIREC#t't A404 A BUITCA CrA%SPt 1:£. :MA.ESS 1wftD U1ttf4wm :UHHE1tt IPt BRACH. TIOUAL COSIGN STAIN"PUSLIS,*4 41 Int NATION" 71 V-]G0O APFROY" trwieR$, TIBC 7342. FM4 IC#2014. 'SACC M ALL CC4"tSSIC4f 0"MENDERS ASSAICG TO 4E CCWP?JOJSLNSt 111IS IA5.141 CLNFU+MS IG C'Jtx..,. FOREST FMIOUXIS ASSJCIATIOL 7201. MOCA FILE 0G-120 BRACED U,EITHER 314` 1410.1 PttMGOO SMEATN1116. 112' 11`915 FGA METAL PLATE CUNE(IEG MOc9,. . 21 THIS GIVEN 15 BASSO Ott CLAW C&ANICTOR PLATES DILI. 8) THIS TNJSS HAS BEEN DES#GMO FCA TLE 1041116 S"wI 440 11 ONtltAtl M BOACII46 MENBEPS SPACEO AT 16' 0 C. DUAL111 STAxIARDS F�R TRUSSES. 31 COMIFCTOA PLATES S17E5 ARE BASSO ON AAIAA.FORCES Otic, O11 MIS OPAMI#16. IHSTALLATIC44 AIG USE SMALL CDIfDRM 10401rt, ixx ESS 1101(D DtHEAVISE. 161 14 MEHBER V 141E f$OJSS NAI 4E CUf CA NOGIFfEO fit A1. 4) COMIECICAI PLATE SIZES APE CALLED OUT #101H EXAM SLOTS) WIN MTS DESIGN 12) ® INOJt Aft$BEARIIG LO:AI IC41. 171 SPECIAL "At" NO CARE 5110".06C IANEM Dt1Rft10 SHIPPDM#A Of t£N6TH NG(ALOSTD/St NO THE ORIENTATION OF Tet 4i 1#11S#SIGN IS APPLICABL2 TO SHORTER SPAN tR'JSSES Of IPEC11C41 of IpJSSES SEE MIs-st fop PECCHKI40AT Lofts IGD -CCAIFI&FATICAI AIG LOADIIIG SPECIFIED 9Y FABRICATOR -AODIIMIAL PLATII45 FCR HAM 114 TRUSSES IS RESPUISiBILiff OF FABRICATOR, -THIS TRUSS 15 DESIWIED WWI FOR THE LOADS SWIUI. PP87151004 FOR THE PREVEtillOtl OF PUJDIIAG MUST 6E MADE AIAO IS 1101 THE RESPOfIS18ILIT( OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED hORI2GtTAL NOVENENF U11DER TOTAL. LOAD - .322' t 3-3-13 3-4-8 iMI1 5-6-3 5-2-2 3-3-14 5-3-34 5-2-2 3-7-8 RUN 74 PLF 1-5-14 02 #2 #2 Max Night 4-10-3 b 12 a 356E 389# 3940 389E 3160 12 r stat 8 F-' 3x4 x .�K Ji 3222 # S r` ro fi27 V #230 $+ s 182 ,.� \ 17... y. Lt11 ax3 1 1402 1!2# 106# 1650 120# 664 t t .0 I yr 9# 1712# { 13.51.6T I 7xa ! 1712# 3x4 3x7 3x4 3x5 3x8 13.514911 3ILL .,2 12 20 PLF 6-3-8 7-10-10 5-3-14 5-3-14 5-2-2 7-0-0 /2 #2 02 #2 1-4-0 37-0-0 BUILDING TYPE: Enclosed Residential n CODE: Standard Building Code (SBCCI 1991) LJ WIND SPEED: 110 aph MEAN ROOF MIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEADLQADS SHOWN BELOW UPLIFT CONECTION REQUIRED: AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: i Maximum deflection occurred at bottom joint #4. Maximums Live Load Deflection Of .A94" 181161, Index-A, IL/899) Maximum Total Load Deflection of .773" (12116), Index-.418, (L1574) RECOMMENDED CAMBER: .42" 5.3-23-93 Dw ARE rnw's PLATE TYPE: O.C. SPACING LOARING IPSF) TC LUMBER TRUSS: 3710, HY-9 SPEC T-15 � BMG. # int V2000 2-0-0 LL TC 30 2X4 02 Ds SP ENO. FOR: TRUE TRUSS INC - SDS 154/6 n TC 7 BC LUMBER 2xa r2 Cts ,P PROJECT; CENTEx 3708 A VAFE: 25 FeD 1993 -FOR SIL LL BC 0 NESS ! 1 LAYOUT 10: JK-OF I{ OL BC 10 2X4 03 SP AC)DAE5S: SCALE "7 pxtivf n�, Wle (1t 'I'It 0 1/13 It LUMBER SHALL K OF THE SPECIFIED N1111NUN GAADES. 6! COIIECIIXH PLATES SHALL UE IIISIAt LEO SIWf IRICALL' Oil 101 At Ik161�1 COK040 MENBLR5 ASSUMED /0 BE CW1111AKrhl' ITo DMICAIC5 tA1ENAL BRc_IfIG HLHUER 11/4 N111.1 SPECIES. AG telt 111/1N,XH NO15111RE CDIITEHt, 3R£/.H THAT THE .-71111 BNACEL Br EII/ER /B' .NI111 KrN00D SHEATNI IAi, 1/2' 1+. 1115141 LAIIJI RIA,EHE CII<A1(:F Ilf I-t'S 5. PE41Af III. YG IS GF HI+rEP ALLONABLE STRESS VALINES. KL 1ALUES USED e; IFP CNCAO SPLICES ARE NWT PECZNHkjKEG 10 GCCUP THAI; UHINALL CP 6RAi IIID KHKFIS SPACED /G' O.A fm"/. It W'CA+AP. BRACHII 5nO.XC BE UW* III ALCt./GAIKE WITH TOR DES GI ARE BASED O1 I1E LATEST EDITION V T1E HA- OIPECiI' AO'E A BOITUI -IOW SPLICE. UIILESS 1I;IIEO f,TrEPN(SE GrFr kUl Irl WAC114 ATE,LPI:01(4I P.NN ICA?IOIIS. t 10HAL DESIGN STAGAF"P-JOLISIIED 91 THE RATIONAL 71 *0-2000 APPROVAL IF-*MOS. :IBC '13+2. FHA NCB 2014. WC Iii ALL CGW4,ESSIWL CIVC%NENEEPS ASS:AED TO TIME CDIi11rJQJS'L051 TITS DESA-.CUfIWi IS_•.AN+E111 IPI OESISII SPECIFICA- FOREST PAOGAC15 ASSGCIAT101 7261. 1W)CA FILE 66-/25 6RALEG Br EII/ER 3/8' !NDA PLI*000 SEATHIIIG. 112' 11C S FGR METAL Pi Alk CUR&-IkL Lw:U TWSSES AG N THIS OESIGI IS BASED O1 CXAR'CGIECTOR PLATES TAI'. N INIS it►JSS HAS SEEN CESIGED FFA THE LOADING SHOWS ;NIU) D-WALL OR 9RACIIG NEWBEAS SPACED AT 16' 0 C. GJALI II 51AIUALr:s F JI TRUSSES. 3! CGIECTOR PLATES SIZES ARE BASED ON AXIAL FORCES OA'. ON THIS ORANIIG. IIISTALLAII318 AIG USE SHALL C"GA N 111A/1, UL ESS VOTED OTHER YI SE. L6! 1.0 NE1+6Ea GF IHE Iu.15S NAr BE .1 IA 1.1111. IH A11 WAV. At CG/ECICO PLAIE SIZES AAE CALLED OJf WIDTH iACAGSS SLOTS) KITH THIS IESlall i2) 80 11101LATES BEAHl113 LOCATIUI. 171 SPF=IAL HAAs IIIG CAME SHOUT)BE IAItEII DAMS SHIPPINAa M a'lEIl.TN IALO6 SLGTSI AO THE ORIENTATION OF TrE Bi THIS KSIWI IS APPLICABLE 10 SHORTER SPAN TRUSSES OF EI'ECIIGIN OF IRjSSES SEE nIe-e/ FOP PECGHEIKUTI(AIS IDI _ -CGIFIGURATICAI NO LOADDIG SPECIFIED 8' FABRICATOR -REPETITIVE MEMBER SIFESSES NOF USED. -ADD I TIGIAL PLATIIIG FOA HAICA 111G TRUSSES IS RESPOIISIBILII/ OF FABRICATOA. -THIS TRUSS 15 OESIGIIEO GIC' FOR IRE LOADS SHONII PFO'/ISIOII FOR 701E PPE14I411011 OF PGI40111G MUST BE MADE MID IS NOF THE PESPOLISIBILIT4 OF THE TRUSS FABRICAIGH OR CLARi. -A171CIPATED HGRIZUITAL 140VEl4kilt WIDER TOTAL LOAD - 157' 8-9-14 167 RUN 3-3-2 9-2-2 6-3-14 9-3-14 5-2-2 5-0-0 RUN 74 I— 135 74 PLF 1-5-14 02 42 #2 1-5-14 1 — 2X4 2X4 2x4 A-0 6 32-t-0 Max Haight 3-10-3 1291 921 12 7651 9431 6540 8441 6831 12 6 2461 — 6p ! ' �Xl 4X4 7x5 4X4 1 — \ 1741 1291 + N 2x3 1 677# 3181 2210 2150 3751 471 o t I^ 0 591 31791 1 9x7 5X4 ex7 5x5 x 3X833770 N 13 5148S 3X11 2 12 6-3-8 6-10-10 6-3-14 8-3-14 6-2-2 5-0-0_ 20 445 '- 35 20 PLF 7-3-0 3 1-4-0 37-0-0 1-4-0 5141 2201 ~ BUILDING TYPE: Enclosed Reaidential F CODE: Standard Building Code (SBCCI 1991) Z WIND SPEED: 110 wo MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WINO PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 8410 S AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom Joint 04. FASTEN TOGETHER WIIK 2 McBberS Required Maximum Live Load Deflection of .534' (9/16), Index-.433, (L/831) TOP 100 NAILS 12'O.C. Maximum Total Load Deflection of .837' (13/16), Index-.452, (L/530) SOT/ SOT 10d NAILS 12').C. RECOMMENDEO CAMBER: .45' Q (N 3-23-93 ON WEe 10d NAILS 12'O.C. FASTEN At OR NEAR ALL PANEL POINTS. 00 NOT HAIL OR BOLT THROUGH TRUSS PLATES, CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 37'0' HV-7 SPEC T-16 DNG. • ALPINE ENGINEERED PRODUCTS IncV3000 2-0-0 2X6 01 Ds SP ENG. FOR TRUE TRUSS INC - SDS 1801 S. GSM PKWY. LL TC 30 BC LUMBER PNU/Ect: CENTEx 3708 A DATE: 25 Feb 1993 GRAN) PRAIRIE, TX 75051 _ 7_'0 ___ _ 11t' _ DL TC 7 2X6 Y1 DS SPLAYOUT ID: IVF 12141 660-1940 FrL�TE AREA - IK_ LL BC 0 WEBS (fit 750 33.33 OL 8C 10 2X4 /3 SP AUORESS: - - -- \1� SCOEL MEMBER TRl1S5 PLATE INSTITUTE fOlAl 4/ F-I'F PI AS MAY Hh 14111!11 1/8 �� I! LtP®EA SHALE OE OF H+E SKCIF160 44I01"64ADES, 6N COTte;ltn PEACES$HALL 8E 1115tALUD 61")AICALLf Oil 1O7 At lkNstt04 uftm At HCkAS A!&AkD IO"willt AAA,r... SPECIES, 0410 in rAiIMA%k3jSft"Cp1fENI, OH SUCH THAI THE,1011,11 6AACE6 a4 k I-111E4 318' ,HIM PL 10001)SHEATHING, 1/2- IS OF n14KO ALLla1AALE Stress f USS, ALL HALMS USED 6, tOP CW-%SPECCES AAE fait AEC004I41H06D 10 GSCUr 64118 BP+AAi t LA 6HAA;ItA±ltMKPS SPACED 14' o t 114AI: ltw,.. FOP DESIGN AH(BASED Off THE LATE$?E0111010 OF fit f1A- GIFECIO AIRM A 66TIGA Cn4fY`SPLICE. :Attss!Hilt(,('4CROISE CUPN:Nf IPI .. I TONAL USSpt 5TA DAM PJBL TWO of It&FIAT 10144 71 Y-Mg AM-"AL looters, UGC 1342, FAA ICG 2014. $*ct Ili Ali C 4"P S1wt CnCAD 1elN6Er$ASSWED 10 to CC4111144rJ$t 16) l"IS GESACit CwiCt1H> . FOREST PPOGGICts ASSOCIATIOW 7261, NWA Fitt 66-125 BAALEG of f IINEH 3/0' MU+.I PEfWa6Q SifAINPIG. 1/2- 11U6 FCA HEIAt PLATE CUait- 2I THIS DESIGtI IS BASED Oil CLAM CC41E0011 tLATES plLf 41 THIS T*JSS HAS BEEN D£SIG1E4 FCA INE LG40114 SNOW+ Wilt I Iw+»ttt t114 aAAC114 64MD£HS SPACED AT 16`a C WAL III SNAN4fAA(,5 FIA 1AM.SES. 31 C*A1ECICP RATES SITES APE BASED 04 AAIAL FOOS pit, Off THIS OAAMIff6. 111SIALLAIIG11 AIA:USE SHALL CGfEAM rHAA!, NAESS NOTED OTHEAAt SE. 161 tai 1404*11 U CHE lf*45 NAI BE LUI GA 0A1001.- At CONTECTOA RAT(SIZES AAE CALLED OUT YIDtH tACPCSS SLO1$) 0110 THIS DESIGN fat 8$ 11111CAlk$6EAA1NA3 LOCA11W. 171 SARCIA "MALA N>G CAPE }NIPAO Elf !AHEM GUFNIO SnIPPi„- Bf EE14Tn IALOK SL.GISt AND ire ariENTATiON CF Tie $I InIS#SIGN IS APPLICABLE 10 SnWIEr SPA+MUSSES OF £k£.TIU+aF IP'JSSES SEI 1,40-91 FOR PECC"4ENDATIptS Slit CALL 0141 IS LSSI. ID9 RSATE LE11dn. ICEHIICA t"DIN3G ANA)Cxf11•961Eul �_---- -CGI1FGUTATIGTf RIG LOADIIIG SPECIFIED beFA6RICATOA -REPETITIVE 14EHBER STPESSES 1101 UZA0, -ADDITIC44AL PLATIf1G FOR tiAt[,LIfkG Tku5SES 15 FL5Pg1$161LITt OF FABRICATOR. RUFI 3-7-e 3-4-8 1 3-5-0 3-6-0 3-4-6 3-7-8 RUN 166.5 1-9-14 •2 02 t2 t2 1-5-14 74 74 PIL Max Heigh 3-30-3 i 77= 14To I2y! 1?9! V 6 546! 5831 5450 12 2460 246r 650 titi2t 15811, "set 660 2015t 13.517,517 9% 13.5)787! 3X4 3X4 3x9 Site 3A9 45 20 f'— --"— 20 PIF F 7-0-0 3-6-0 3-6-0 7-0-0 7-1-0....-.___-...__, o 74- -o ♦2 02 5140 5140 1-4-0 1-4-0 21-0-0 A BUILDING TYPE: Enclosed Residential j�CODE: Standard Building Code (SBCCI 1991) a2 WIND SPEED: 110 #ph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET MIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: SC i # AT EACH SUPPORT, SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom )hint /3. Maximum Live Load Deflection of .184• (3/16), Index-.262, (L/13701 Maximum Total Load Deflection of .288" 15/15), Index-.274, tL/8751 23-93 ow tiV 3- "93 t It�D i'nw-T PLATE TYPE: C. SPACING LOADING IP5FT TC LUMBER TRUSS: 21'0" H-7 T-17 OWG, 0 2000 2-0-0 LL TC 30 2x4 e2 Os SP ENG, FOR TRUE TRUSS INC - SOS 154`1 OI TC ? SC LIMBEn PNOJECt. CENTEX 3708 A DATE: 25 Feb 1993 2x4 r2 D5 SP 17OF It 4;TL_ LL SC 0 WEBS LAYOUT 10: j a1= I0 2X4 03 Sty ADDRESS: SCAT F H LUMBER SHALL K OF MHC SPECIFIED wildiAm CAAOES. B) CIXaECTOR PLACES SHALL BE 191SIACCED SfMW£i RICALLI Olt toy Itt�iE++51tx)L+UNG NEIABERS ASS"O ID BE ClAli 1)4J0'.)SL _...14 ' -�P I)OiCAIES tAlk Nat ENI.IIK,MEI4IE. i)14 MTI!} SPECIES. AIAB 191 MAAIIUM 001SWC4 COUIEHI. OR V." THAT THE.01141. &AAW.b,till AER 3i8' ,410 P1.1N300 SKATHDl3, 1/2' 14! 111�1M.t AI1;AI MAi EIEZII:.I)CSF I+# Is.•»5 AEFNMtENI_ Mf. IS OF HIC+,EA ALLOAABLI S)PESS'VALUES, ALL VALLES USED B: 1C CHEM SPLICES AE NOT MKOREt10EG TO GCCJP IN111, id+,r.<tl :!A OHAC916 HEMBEHS SPACEG IG' 0 C 4NA1; tt"'WIPAR, trHAL lH.Sr1i1.AG WE IX4AE 114 AL:CI+GM,LE 011. TO%DES14)ARE BASED OH )tE LATEST 101110"OF ISE IIA- GIIECIL+ABDYI A BOTICAr CnOPG SPLICE. '.ML t>S Ituitt,CGIHEPNISE CL#44VA IPI APACIN3 MO IPf ZTICA!PAILUCACIG45. IIONAL GESISR STMCAROS PAkISrtO 01 it#IIATIOHM. 71 V-2C00 APPROVAL UJ)BEAS: UBC'1342. f"A TCB 20114. SBCC 1f) Ati CG4'PE`.SIG!GA;PG kflW S ASSUMEG $0 BE CGIi1tt.A1'JSt116, IRIS GESIO/A CtXOFWK0 T.CUPREfit IPU U+ESI`+)+SPICIFICA- fOREST POIDGAICIS ASSuCIAT1ON 7261, SOCA Fit& Bb-12S BRALEG 0,111,+114 We, NIR.) PLOW"SrEAT"ItIG 112' liars FGA 6It1A1 PLATE CLtA,C=(EO WCA) TRUSSES MC it THIS DES144 IS BASED(At CLAR!CGEECTOR KATES GIIY. BI THIS TIEASS HAS BEEr1 GESI31E0 FCA THE LGAODIG SHIM) ,NIU.) DktMALL OR SAACIHG MEMBERS SPACED AT t6' R C. u1AL1)1 SIMAOARGS F;,A TRUSSES. 3) C@PECIGA PLATES SIZES AME BASED O"AXIAL FORCES OIt'1. al THIS DRANOWT WSIMtAT1CA/Mn USE SHALL CCifORN IWAli, tI1AT55 WILD 01ttAMISE. 1E) 14 v*1113 R is I,* /LUSS NAI BE CUI CA M,IGIFIED It)MSr NAV. 4) C018E00A PLATE SIZES APE CALIEG OUT 1010IM IACRGSS SLOTS) NIT" THIS DESIOff 121 g ItiUICAIES 9EA410a W_XItOtt, 17) SAE:.IAL HMIA1146 CANE 544OCLD BE IAME+t TAIF1116 SHIAPIHD MOC BS LIfASTH IALOHS SLOt S) MO TtE OPSUITATION OF TUE S; THIS DESIGN IS APPLICABLE 10 Sn0011E1%SPAN IFAISSES OF EPECtiCi,OF IMJSSES SEE H18-91 FOR REC(,FWEf4AII0tAS SIZE CALL Out is ILKRI CllG4 OF i{IE,ELATE LE146111ICENTICAL tOAOH)0 MQ IDI1FIGORbI1C j -001 W:F1At1611 ATG LOAfSIIIG SPECT IED 8V FABRI CATLA -REPETITIVE MEMBER SIF,ESSES 110t :ISEO. -AHOITTGIiAL PLATI(IG FUR HAHD1.111i TRUSSES TS PE5POUS181011 OF FABRICATOR. -THIS TRUSS 1S DESI4UEG U)LY FOR THE LOADS SH01,41). PADVISIO14 FOR THE PREYEIITIOII OF P01101U+>NUS$ BE NAGE AND 15 CIOT WE TESPOICSIDILTTf Gf THE TRUSS FABHICAWIt OR CLAP(. Auto 4-7-9 3-0-0 4-4-0 4-7-8 RUN 1-5-114 1-5-14 74 PLf MBS Mai"t 4-l0-3 5 X1,2-1 I �f a 2]31 273! + L 12 322► 322• 0 Bfi1 1i9• it9f Bbl r r t 960f 9801 on I )�+ I3.5I 3eS 13.5!Set 3N4 BUG 31e 3x4 2O FILF 4-0-0 3-0-0 5-0-0 1-4-0 21-0-0 1.4_0 BUILDING TYPE: Enclosed Residential -- A CODE: Standard Bulidino Code (SBCCI 1991) WIND SPEED: 110 uph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET RIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 73-7 ak AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. NO trusses: 1 Maximum deflection occurred at bottom )oint +x2. Maximum Live Load Deflection of .069" (1/16). Index-.098, (L/36521 Maximum Total Load Deflection of ,108. 12116). Index-,f03. (L/2333) A. 3-23• q ltt,(f _ A f�f_V CLARY DIVISION PRATE TYPE: O.C. SPACING LOADING JPSF) TC LUMBER TRUSS: 21 0" N-9 T-1@ T DWG. F ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - SOS 1801 S. GSW PKWY, BC LUMBER PROJECT: CENTEX 3708 A DAME: 25 Fen 1993 raANO PRAIRIE, TX 75051 _ 7'0 _ 2X4 12 N SP LAYOUT ID: OF f PL41E71R£A — _I4 fOp`STI pL TC 7 Lt BC 0 WEBS LA Ida OL BC 10 2X4 i3 SP ADDRESS: SCAT E: 33.33 TDt At. 47 tivr�al A<. Nnr - " ), 3116 1) LGIBER SHALL BE OF IBE SPECIFIED MIMIIMJM GRADES. 5! COIMECTOR Pt ALES SHALL BE IHSIAt.LEO SIMEIPICALLI OM 101 At ILMSIlAl CIII)MV MEMBERS ASS'.AMEG 10 BE C(All IIAMI'.hl 13! * IIDICAIES tAIERAE 6M0.0 MIG Nf HIRF I//1 MIH.I SPECIES. AIG 19%MAAlw,,M M3151JFE COMMIT. OR SUCH THAT IBE ./01111 6M.ALEL 61 EIIHE" !/B' TRIM! K IMJ00 WCAIHI.Q 1i2' 11! VISNA!LAIIOM Alt.E14,110I LF THE II.,NSS, PEPMAtEMI. NG r I5 OF MIGHEP ALL allAfMf STRESS VALUES. ALL /At OES USED 61 ICP Ort PG SPLICES ANE MOI PECGMIENOED 10 GCC''J0 RIIM: tIH-MAIL ON 6NACIIK;14LI4EPS SPACED IG' o c INA/I If HPUPAP, BNACIMG 5Hi..AG Of. WAIT 111 ACCGPGHICE MIIH FOH DESI311 ARE BASED 011 IME LATEST EOITIOI OF THE MA- OTHEC It I AB07E A BOTTOM CHORD SPI ICE. 'xKtSS uOlEO GIHEPM ISE fAlRKMI IPI BPACIUG AIL ERECUCA,P'WLICAi1GIS. I ICMAL DES 611 STAMGAN05 PUBLISHED BI IME IIAIIUMAL 71 V-2G00 APPROIAL M.MBEPS: CIBC 2312. FHA NCB 2011, SBCC III ALL COMPRESSI GIM CIK.HG MLIBt NS ASSUMED TO 1E CtI111M•.KI�ISt n51 THIS GESIGMI C01CGWS IG CDPFIE141 IPI GESIGII SPECIFICA- FOPEST PRODUCTS ASS,LCIA 1101!. 7261. BOCA FILE 86-125 BAACEG 61 E111EN 9/8' :MIII I PLfW3GO S/EAIHIM 1/2' I/GIS FOR METAL PIXIE CUIEGAEG MULD IRLSSES AMG 21 IH1S Df SIGs/ IS BASSO 011 CLAA1 CGBECIOP RATES OMEV BI THIS IP'JSS HAS BEEN DESIGNED FOR THE LGAOIUG SHOM1 1MIH.1 ORIMAIL OR BRACIMG MEMBERS SPACED AT 16' 0 C. GUALIIt SI AIBAA;S FOR 1AUSSES, 31 COt1ECTOP PLATES SIZES AT* BASED 011 AXIAL FORCES OIAI. 011 THIS OPAIIIII6 IIISIALLAIICII NG USE SHALL COCGMN INA A), OxESS IIOTEO OTHEAPISE, 161 110 MEMBER OF THE IAUSS MAI BE Cul GI MOOIFIED 111 ANI MAO. 11 C010ECTCA PLATE SIZES ARE CALLED OUT MIGIN IA[PO55 SLOTS! MIfN 1N 19 OESI011 21} ® ItDICA IES HEAR ItIG LUCAIIGII 171 SPECIAL MMDLIM0 CAPE SM UIO 6E IAYEM&UAI116 SNIPP UA3 AMO BY LEt1GTH IALOIIG SLOTS! NG THE ORIENTATION OF THE 91 THIS DESIG14 IS APPLICABLE TO SHORTER SPAIN TPUSSES CIF ERECIIGI OF IF•JSSES SEE .10-91 FOR PECCMMEIDATIOMS SIZE CALL OUT IS_ OIFEL'11W1 GF Irf RATE LENGTH. IGfNI1CAL LUADIIIG AID COCIGURAM44- _ -CUIFIGURATIGI AIG LOADING SPECIFIED BF FABRICATOR -AGDITIONAL PLAT111G FOR HKNGLIIIG TRUSSES 15 PESPG151BIL1T! OF FABRICATOR. Rl1N 5-6-4 1-11-12 4-11-12 5-6-4 RllFl 1-5-14 1-5-14 Max Height 5-7-3 74 PLf / 12 Q6 368/ 5X5 ` 12 3788 � 3780 6 F,-" a i 1 V3. 10 ry4 193t \ \ 1931 ^ y \ a 1 Ul 66► 1380 1380 660 't t 9660 9600 \. •,t )3.51 381 13.51382 wl lm 5x6 3x4 3x4 3x4 20 PL F 7-0-0 7-0-_1 7-0-0 /► BUILDING TYPE: Enclosed Residential 1-4-0 21-0-0 1-4-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 wo MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET HIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 73-7 N AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 8 Maximum deflection occurred at bottom joint 02. Maximum Live load Oeflection of .069' I1/16), Index-.099, (L/3652) Maximum Total Load Deflection of .109' 12/16). Index-.104, (L/2312) (1�v. 3-23-93 DSU -3-2-7`11 `13 CLARY DIVISION PLATE TYPE' O.C. SPACING LOADING IPSF) TR S: 21*0" COMMON T-19 DWG. 0 ALPINE ENGINEERED PRODUCTS Inc TC LUBBER 1801 S. GSW PKWY. V,�000 2-0-0 LL TC 3p 2X4 Y2 N SP ENG. FOR: TRUE TRUSS INC - SOS GRANO PRAIRIE. Tx 75051 7.0 DL TC 7 EIC LUBBER 2X4 Y2 N SP PROJECT: CENTEX 3708 A DAZE: 25 Feu 1993 '(214) 660-3940 PLATE ARFAIL INC. FUR 571. 11. BC 0 WEBS I AYODT if), IgOF M100 0L BC 10 2X4 Y3 SP Abl)IALSS ScAll E. � Ml-MBEN INU55 fel AIL ItIS111lI1E 3.1- j 1 II.IIAI 41 1 , I , I I I,, 3 /Ib I f ' i FLOODP4 AXU DCULOPHENT INFORMATION Type of Developments , Flood Zones Requ%red Lowest Floor lClevtions 1 O It building is located within a flood hazard zone, • survey must be made AFTER TNS SLAB HAS SN POURED, certifying that the LOWEST FLOOR ELEVATZON is equal to or above the base flood elevatioss established for that zone. No final inspection will be mute and no oertAS-1cate of occupancy will be issued until the survey is on 'file• with the Building Deportment. COMMENTS* Applicant Acknowledgements Z understand that the issuance of thin permit is Contingent upon the . above Information being correct and that the plans and suppoarting data have been or she11 be provided as required. I spree to ooaply with all applicable provisions of Ordinance lio. 23-7-11 a 11 other law or ordinances affecting the proposed dowel to out eg -Applicants Signatur ---�.._- 1 r_w r_r w w r r_r w w w w-r--_---_r_r_.►_w r w r_r w w w r__t w r w r w w_r Department Use Required Lowest Floor Elevation -,._......_..--..------ As Built Lowest Floor Elevation _-._..------------- survey Filed with Building Department .--------- 1 ---- Department Representative page 3 Department of Community Affairs SN: 1234 . FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA--93 Residential Whole Building Performance Method A NORTH PROJECT NAME : Lot 70 Selva Linksid ; BUILDER : Centex AND ADDRESS: 1371 Linkside Drive ; PERMITTING ; CLIMATE Atlantic Beach , Fla ; OFFICE : Atlantic Bea ; ZONE : 11 _; 2 ; _; 3 OWNER: Centex ; PERMIT NO . : JURISDICTION NO .261 00 CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single--Family 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 . ) 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 . 0 .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 R-value ) 10a-2 R=11 .00 , 986 .00sgft b . Adjacent : 2 . Wood frame ( Insulation R--value ) 10b--2 R=11 .00 , 149 .00sgft _ 11 .Ceiling type area and insulation: a . Under attic ( Insulation R-value ) 11a .R=30 .00 , 1647 .00sgft 12 .Air distribution systems a . Ducts ( Insulation + Location ) 12a . R= 6 .00 , uncond 13 .Cooling system 13 . Type : Central A/C SEER: 10 .00 14 .Heating System : 14 . Type : Heat Pump HSPF : 6 .80 15 .Hot water system: 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 . 92 .90 a . Total As--Built points 19a . 27614 .78 b . Total Base points 19b . 29725 .75 ______________...____,.___________________w__-________-.,.________________--________._ --------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu-- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code . Code . Before construction is completed this building will be inspected for PREPARED BY: ; compliance in accordance with Section DATE : 553 .908 F .S . I hereby certify that this building is in compliance with the Florida Energy Code . OWNER/AGENT : BUILDING OFFICIAL : DATE: A KDATE: ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed , ask your Builder for EPI= 92 .9 DCA Form 60OA-93 or Form 6008--93 0 10 20 30 40 50 60 70 80 90 100 ------------------------------------- The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear --W----_______X_...____ INSULATION . . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R•--Value . . . . . . . . . 30 .0 ----�-- - - R-0 R-7 Wall R-Value . . . . . . . . » 11 .0 ..--_____-___-________X R-0 R-19 Floor R Value . . . , . . » » » 0 .0 � X--------------_________ AIR CONDITIONER . . . . . . . . . . . . . 10 ,0 SEER 17 .0 SEER . » . . » . . » . . . » . . » . . » . » . » 10 .0 � X------------------- � HEATING SYSTEM . . . . . . . . . . . . . . 6 .8 HSPF 12 .0 Electric HSPF . . . . . . . » . . . . 6 .8 ix------ ------------ WATER HEATER . . . . . . . . . . . . . . . . 0 .88 0 .96 Electric EF . . . . . . . . . . . . . . 0 .93 -_w_--_____X____...--- � 0154 0 .90 GasEF . . . . . . . . . . . . . . 0 .00 ----------------------- 1 0 .40 0 .80 SolarEF . . . . . . . . . . . . . . --------------------- OTHER __-_-__________w___OTHER FEATURES . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify thatthese energy saving features required for the Florida Energy Code have been installed in this house . i Builder Address: �..��.fSt��. ��1 Signature: Date City/Zip Florida Energy Code for Building Construction w- 1993 Florida Department of Community Affairs FL--EPL CARD93 Department of Community Affairs SN: 1234 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA--93 Residential Whole Building Performance Method A NORTH PROJECT NAME ; Lot 70 Selva Linksid ; BUILDER; Centex AND ADDRESS; 1371 Linkside Drive ; 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 . 5 . 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 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 R-value ) 10x--2 R=11 .00 , 986 .00sgft b . Adjacent : 2 . Wood frame ( Insulation R-value ) 14b-2 R=11 .00 , 149 .00sgft 11 .Ceiling type area and insulation: a . Under attic ( Insulation R--value ) 11a .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 SEER: 10 .00 14 .Heating System: 14 . Type : Heat Pump HSPF ; 6 .80 15 .Hot water system ; 15 . Type : Electric EF : 0 .93 16 .Hot Water Credits; ( HR-Heat Recovery , 16 . DMP-Dedicated Heat Pump ) 17 . Infiltration practice ; 1 , 2 or 3 17 . 2 18 .HVAC Credits ( CF-Ceiling Fan , CV-Cross vent , 18 . CF HF-Whale house fan , RB--Attic radiant barrier , MZ-Multizone ) 19 .EPI ( must not exceed 100 points ) 19 . 92 .90 a . Total As-Built points 19a . 27614 .78 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: ; 553 -908 F .S . I hereby certify that this building is in compliance with the Florida Energy Code . OWNER/AGENT : BUILDING OFFICIAL : DATE ; - ; DATE : ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE 41 ~� 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES . ___-__-_-________________________-___w_____--___________-_____-___--___________ Windows 606 . 1 Maximum of 0 .34 CFM per linear foot of operable sash crack ( includes sliding glass doors ) . _--_-___-___-___-______..._____-_-__f..-__-._,--__...___________.__...---________-___._____ Exterior & 606 .1 Maximum of 0 .5 CFM per sq . ft . of door area: solid Adjacent Doors core , wood panel , insulated or glass doors only . _______._______-_____-____-___w_______________-_w.._____..._..___-__________________- Exterior .joints 606 . 1 To be caulked , Basketed , weather--stripped or other- & Cracks wise sealed . ------------------__-____w..___-_-:________________________ _ -___w_-________-_____ PRACTICE #2 606 . 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ------------------------------------------------------------------------------- Exterior Walls 606 .1 Top plate penetrations sealed . Infiltration barrier & Floors installed . Sole plate/floor joint caulked or sealed . -_____-_-__________________-___________...___________-__-_____-____-____-______w_ Exterior- Walls 606 . 1 Penetrations , joints and cracks on interior surface & Ceilings caulked , sealed or gasketed . __M_-_-_-_-_______________-__-__._-______w__.__________-______-___________...__-___ DuctWork 606 .1 Ductwork in unconditioned space must be sealed . __-_____-_-________________ ___w_-_-_...-___.,._-_____-___-___-_-_-________-_______ Fireplaces 606 . 1 Equipped with outside combustion air , doors and flue dampers . __-_w_________-____--____w_-___-___________ -___W_-___-___-______________W___-_ Exhaust Fans 606 . 1 Equipped with dampers . Combustion devices see 606 . 1 .A .2 . _w_-_-_._.____.....____w____-_-....._._--...w...__-___....._______-___-...__-______._.______...__..._-_-_ Combustion 606 . 1 Combustion space and water heating systems provided Heating with outside combustion air , except direct vent appliances . ** OTHER�PRESCRIPTIVE MEASURES ( must be met or exceeded by all residences . ) ** __________________w..__-____________w..-_..._......-___-_-_-__ - _-__-______..._._____-_______ Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-11 . Switch or clearly marked circuit breaker ( electric ) or cutoff ( gas ) must be provided . External or built-- in heat trap required . _____________..._____-_w________-___________-_w_-_____----_______-_ __-_____w___-_ Swimming Pools 612 . 1 Spas and heated pools must have covers ( except solar & Spas heated ) . Non-commercial pools must have a pump timer . Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent . _________________-_-..._____-_..._______..,.__...__-_-___w____________-___...___w__.._w___- Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG . ___________-_______-_w______-___---_____________-__________-_____________-_____ Air Distribution 610 . 1 All ducts , fittings , mechanical equipment and plenum Systems chambers shall be mechanically attached , sealed , ins- ulated and installed in accordance with the criteria of Section 610 . Ducts in unconditioned attics must be insulated to a minimum of R-6 . Air handlers shall not be installed in attics unless in mechanical closet . _.,______..__,_____w__.,___,.___..._.__._.__._ - _.__._..._-__...__..,_._...._....__...__.._.,.._..,___..-_..._.........,._..._...._______ MVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system . Insulation 604 . 1 Ceilings minimum R-19 . Common Walls - Frame R-11 or 602 .1 CBS 0-3 both sides . Common ceiling & floors R-11 . __________...____-___________..._____w_______-.._--_.._____________--_w___-_-_-_________ Department of Community Affairs SN : 1234 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA--93 Residential Whole Building Performance Method A NORTH PROJECT NAME : Lot 70 Selva Linksid ; BUILDER: Centex AND ADDRESS : 1371 Linkside Drive ; PERMITTING ; CLIMATE � Atlantic Beach , Fla ; OFFICE : Atlantic Bea ; ZONE: 1i _: 2i _ : 3i►'ti, 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 . 5 . Conditioned floor area ( sq .ft . ) S . 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 b . Adjacent: 2 . Wood frame ( Insulation R-value ) 10b-2 R=11 .00 , 149 .00sgft 11 .Ceiling type area and insulation: a . Under attic ( Insulation R--value ) 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 SEER: 10 .00 14 .Heating System: 14 . Type : Heat Pump HSPF : 6 .80 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 . 92 .90 a . Total As--Built points 19a . 27614 .78 b . Total Base points 19b . 29725 .75 ______________________....__-_____-__w__-_-_______w__________...___________-_____ -------------------------------------------------------------------------------- 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 Cade . Code . Before construction is completed this building will be inspected for PREPARED BY : ; compliance in accordance with Section DATE : 553 .908 F .S . I hereby certify that this building is in compliance with the Florida Energy Code . OWNER/AGENT : BUILDING OFFICIAL : DATE: ; DATE : SUMMER CALCULATIONS -- = BASE AS-BUILT GLASS________________ ORIEN AREA x BSPM = POINTS ; TYPE SC ORIEN AREA x SPM x SOF = POINTS __.._______________...__-__...___..__________...______...______-_________________-__.v._.._____ N 24 .00 65 .8 1579 .2 ; DBL CLR N 24 .0 38 .3 .94 865 .1 E 53 .40 65 .8 3513 .7 ; DBL CLR E 15 .0 79 .7 .95 1136 .9 DBL CLR E 15 .0 79 .7 .95 1136 .9 DBL CLR E 11 .7 79 .7 .95 886 .8 DBL CLR E 11 .7 79 .7 .95 886 .8 S 84 .00 65 .8 5527 .2 ; DBL CLR S 18 .0 66 .2 .91 1086 .5 DBL CLR S 18 .0 66 .2 .91 1086 .5 DBL CLR S 12 .0 66 .2 .91 724 .3 DBL CLR S 18 .0 66 .2 .91 1086 .5 DBL CLR S 18 .0 66 .2 .91 1086 .5 ----------------------------------------------------------------------------------- .15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS ADJ GLASS ; GLASS AREA AREA FACTOR POINTS POINTS ; POINTS _____________...___..._________________._____.______...._______._____w______-_.____-___-__ . 15 1 ,647 .00 161 .40 1 .531 10 ,620 . 12 16 ,255 .89 ; 9 ,982 .62 NON GLASS____________ AREA x BSPM w POINTS ; TYPE R--VALUE AREA x ' SPM = POINTS _..._-__..________________________....___.....W...__.___-____...____-_______________-_________- WALLS--_______________ Ext 986 .0 .9 887 .4 ; Ext Wood Frame 11 .0 986 .0 1 .70 1676 .2 Adj 149 .0 .7 104 .3 ; Adj Wood Frame 11 .0 149 .0 .70 104 .3 DOORS----_____________ - Ext 21 .0 6 . 1 128 . 1 ; Ext Insulated 21 .0 4 . 10 86 .1 Adj 18 .8 2 .4 45 . 1 ; Adj Wood 18 .8 2 .40 45 . 1 CEILINGS------------- UA 1647 .0 .6 988 .2 ; Under Attic 30 .0 1647 .0 .60 988 .2 FLOORS--------------- Slb 167 .0 -37 .0 --6179 .0 ; Slab-an--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 25 ,406 .01 19 ,178 .14 TOTAL x SYSTEM - COOLING ; TOTAL x�CAP�x�DUCT�x SYSTEM xwCREDIT�=T COOLING SUM PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS -------------------------------------------------------------------------------- 25 ,406 .01 .37 9 ,400 .22 ; 19 , 178 .14 1 .00 1 .100 .340 .860 6 ,168 .46 WINTER CALCULATIONS --- BASE -- AS-BUILT -- GLASS_____-_M_-______ � ORIEN AREA x BWPM = POINTS ; TYPE SC ORIEN AREA x WPM x WOF = POINTS -------------------------------------------------------------------------------- N 24 .00 -10 .6 --254 .4 ; DBL CLR N 24 .0 7 .3 1 .09 190 .7 E 53 .40 -10 .6 -566 .0 ; DBL. CLR E 15 .0 -9 .2 .85 -117 .7 DBL CLR E 15 .0 --9 .2 .85 -117 .7 DBL CLR E 11 .7 -9 .2 .85 -91 .8 DBL CLR E 11 .7 --9 .2 .85 -91 .8 S 84 .00 -10 .6 ~-890 .4 ; DBL CLR S 18 .0 -28 .4 .96 --491 .2 DBL CLR S 18 .0 -28 .4 .96 -491 .2 DBL CLR S 12 .0 --28 .4 .96 --327 .4 DBL CLR S 18 .0 ~28 .4 .96 -491 .2 DBL CLR S 18 .0 --28 .4 .96 -491 .2 -- _-_____-___-________________w_____...__--_____.___-_______-___-_______________- .15 x GOND . FLOOR / TOTAL GLASS = ADJ . x GLASS - ADJ GLASS ; GLASS AREA AREA FACTOR POINTS POINTS ; POINTS -T---------- _ . 15 1 ,647 .00 161 .40 1 .531 -~1 ,710 .84 --2 ,618 .73 ; -2 ,520 .42 NON GLASS____________ AREA x BWPM = POINTS i TYPE R-VALUE AREA x WPM = POINTS -------------------------------------------------------------------------------- WALL$________________ 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 Adi Wood Frame 11 .0 149 .0 3 .60 536 .4 DOORS___...__w._________ Ext 21 .0 12 .3 258 .3 Ext Insulated 21 .0 8 .40 176 .4 Adj 18 .8 11 .S 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_______________ Slb 167 .0 8 .9 1486 .3 ; Slab--on-Grade .0 167 .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 ,360 .58 TOTALx SYSTEM - HEATING� ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MOLT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 16 ,211 .87 .55 8 ,916 .53 ; 19 ,360 .58 1 .00 1 . 100 .500 1 .000 10 ,648 .32 WATER HEATING --= BASE =-- - = AS--BUILT NUM OF OF x MULT - TOTAL ; TANK VOLUME EF TANK x^MULT^x�CREDIT �=TOTAL BEDRMS RATIO MULT _____________.-___________________________________-____..__-_________-__..__________ 3 3803 .0 1.1 ,409 .00 ; 40 .93 1 .000 3599 .3 1 .00 10 ,798 .00 SUMMARY --= BASE =-- ---= AS--BUILT =- COOLING HEATING HOT WATER TOTAL COOLING HEATING HOTWATER TOTALm POINTS + POINTS + POINTS = POINTS ; POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 9400 .2 8916 .5 11409 .0 29 ,725 .75 ; 6168 .5 10648 .3 10798 .0 27 ,614 .78 * EPI = 92 .90 t--T lEg3l-a)9-7 J 6pw— -apu AP°PR4VED t>~�(3�'o� �,' CITY 0 Alf LA13 s IC BEACH —t5 A(37i0)}{-ff 'p" Bull DING OFFICE R! —Q tE 37 I -a9 FG TI-9 t 3?'-4r LELWL BSG i� Ilr�t 37'ri)J4 t7 I ► I T S lAIs ' -1 fEq(57!&)qG akI CE �r.3•_fj'�MpN »iY1� t I �t� 1.00 not cut of alter trusses ��L V fr R&SS w baut Witte"permission _ HANGER'S i from True Truss, r'r�}c �trioug i 71 I� (4�•a" CaIJ•FR.i(N� I L inoses milt be bu?R in 2X 6—$ strict amordsme rritb this 2 X 18 Payout, � Approved 8 4 X 18 DEWy: .............. .................... _ cOoMERCl a 10B NAME 41&61 -f2G-91 RUE TRUSS641.076& IMFtfMUT'LJOTEON RECEPTION OF LAYOUT i TRUSSES, ALL FRAIR:RSARE AOVXAVTO CALL IRK TRUSS FOR thw ULmo 42tf,�u FURTHER IPSTRKTIONS KFORE SETTING OF TROSSES. 1 . Y �:."`4. 08-05-1993 S I Z E ANA L Y S I S Page 1 of 1 11:25:42 TRUS JOIST MacMILLAN (WIST81141001) 1!111 H. ROSE (SO10D) Project Name: CENTEI HOMES - PLAN =3708 A 6 B Page Title: GARAGE DOOR HEADER ---------- TJSizing=" v3.40 ----- Building Code NKR ---------- Type of Sale Distribution ----- 1193040417 ---------- Application: Deflection Criteria (MR) Member Use............... HEADER Roof (non-snow load, LDL) LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Stress Level............... 1334 Span 1 L/240 L/180 Roof Slope(in/ft)......... 6.000 Live Load(psf)............. 30.0 Floor Decking............... N/A Dead Load(psf)............. 17.0 Repetitive Member Use....... N/A Partition Load(psf)......... 1.0 Reinforced Overhangs........ N/A SPECIAL LOADS: Live Load Stress Dead Load Width Starting Point to End Add/Repl 1 UNIF(plf) 360 X331 230 111- 0.00' S'- 6.00' from Lt Repl 2 TRI11(plf) 0/ 130 1331 0/ 80 51- 6.0001- 0.00' from Lt Repl 3 CONC(lb) 1800 1331 1140 51- 6.00' from Lt Add 16" TJI(R'/96 JOIST 161- 6.00' ' ----------------------------------------------- S I Z E A N A L Y S I S ---------------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist NacMillan(TJM). Allowable product values shown are in accordance with current TJM materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others, have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJM Engineering. Design assumes adequate continuous support of the joist compression flange. Web stiffeners are required at bearing 1, 2; and special load 3 Maximum Design Allowable Control Shear(lb) 5435 5435 < 5985 1101 RIGHT end Span 1 ander 1331 stress TOTAL Load Mosent(ft-lb) 25033 25033 < 26215 1051 MID Span 1 under 1331 stress TOTAL Load Live Defl.(In) 0.614 < 0.825 L/323 MID Span 1 under Live Load criteria Total Defl.(in) 1.004 < 1.100 L/197 MID Span 1 ander Total Load criteria Span 1 Max. Reaction Total(lb) 4573 5435 Live(lb) 2798 3319 Assumed Brg. Length(in) 3.00 3.00 Max. Unbraced Length(in) 46 Copyright (°) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI(") is a registered trademark of Trus Joist MacMillan. TJSising*" is a trademark of Trus Joist MacMillan. SUS SIPIECIFICATJOt4s FOR above- These specifihosie Seal is ro ect nons are amed ab sneer w artment of eciticetions for theblO opha ge of the Prulessot the Florida DeP a Statute Chapter 47� and R fisted below are a Inst epaied under the e resp The numbers I _ sheet in accorda 3.e With Flo attached herewith 10, d have been 2 attixed lonalt Regulation Chapter 21 H Process 1 1 0 1 of 2 10 X10 2of2 10 � M ��,01cs STATS OB •err r�� N LIMf:E 1NNLL K OF 1St SH4910,1110 NIMIMM stem 01 emencTS RATE$SMALL K INSTALLED S"d4lg4CALLY EM N THIS DESIGN 10 APPLICFKE TO SNOu1TE0 GPM#TRIOSES OF SO 50" INDICATES LAICRAL SPACING MEMSER 104 MIN.) SPEtltl A/O rAPORM NGAsum CORNER". OM VAN THAT REE JOL1/. IDENTICAL LOADING ANG COFIOPUTION, S41 INSTALLATION AND VKCIIOM W 114 TYIRS, PEPMA/EMT, ANG IS W 1010411"SNAKE AKS$104AI , ALL YALAMS MUD M 10►OIOID SPLICES Are IIOT 14COPIOOED TO KCP IN 3HE TOP CHOIG SPALL K LAISWLV SPACED EITHER OV 3/0• IimPONART OPACING SPICLLD K 0014 AN ACCOIe"K MIT" FOR DESIGN ARE UAW ON TIE LATEST 12119M OF 104 HA- pRECA.Y AWN A DD►TIN OOP SPLICE. MIN.) SHEATMINS on SAWING/EMIK1 s SPAM AT 3-0.O.C. QIPRENY TPA ORACI111 NO ERECTION PIGLICATIONG. TIONK CESIEM STANDARDS PU LISrtO BY M M ATIM" 31 Y-0000 APPIIDNAL IAwve 1"SLS, FPA TOP 11114 SOOC OW1.1. /Y THIS DESIGN COWOPNG 10 GM-tMT TPA K$I$N%PtCIFICA- FO4ST PPOOUC S ASSOCIATION. ML 0OCA FILE.els Oil Tit GDTTON 011010 3"A.K LATERALLY GRACED EITHER By 1104 FOR METAL FLATS CONNECTED NXID 10"S ANG AD THIS DESIGN Is SASED OI CLAW CONNECTOR PLAIES SLY. • THIS 11111165 HAS KEN atsiA no Tit 4.011111141 SOMI //Y SON.I ORYOAUL 00 OWING MEMBERS SPACED AT 10'-0' OlALITY STANDAKK FOR TIMASSES, IV CONNECTOR PLATES SIZES AR 161811111 ON AXIAL FORM ONLY. ON TWS ARAMIMI. INSTALLATION AND UK SMALL C OM$ O.0 OWE.I. 10 NO NLAtSN OF/HE TROSS MAY K CIT OR MODIFIED IM ANY PAY, 4 CONNECTOR LATE REINS ARE 6111911 M AEG. ASIS IN 0 DES. WITH THIS KSION. 101 ® INDICATES KASIMD LOCATION. twig 1. rP -Odd Web length Maximum deflection occurred at bottom joint 05. -CONFIGURATION 6 LOANING SPECIFIED BY FABRICATOR. Plate turned 90 deg. Maximum live load Deflection of ,19', Index-.335. (L/1072) -PLATE TOOTH VALUE REOUCEO.9Y 15X. -Typical Panel Maximum Total Load Deflection of .2610, Index-,307, (L/781) -HORIZ. STAONGSACKS PER PCT-80 SECTION 800 REO. Total Quantity of trusses - i 110 L 0 In In In In In In In 140 In An M X Inn E i An v An A-1016 An A-1016 (3.51 (3.51 -29.5 _ 0 L HIS TRUSS ANALYZED WITH PPSA3 OACES (Left-to Right) OP -1275 -2950 -3850 -4033 -3489 -2209 0 A EBS -1009 1529 -1322 820 -780 371 -333 -98 137 -559 595 -1041 1087 -1629 -104 OT 0 2309 3360 4110 3926 9023 1359 MAINE ENGINEERED of PRODUCTS Ens PLAV-2000 2 0000 O.C. SPACING LOADING �) TC L1N1eERZ_4x2 02 os SP DESCRIPTION 16'11-3/4* GARAGE HEADER "� Z-0-0 1001 S. GREAT BOUTHMST75001 PKMY, ��O LL YCIO OC LUNBQR 1-4x2 i2 01 SP END. rapt MAT ft P nl n 7soa oL TC 0 � TRUE TR USS INC. ciCE Program 92241 660-3940 MAIC IMA: z IFIC* Pw 1111 LL 33% OL 4x2 13 SP PROJECT: SC ►EMBER TRUSS PLATE INSTITUTE Sae s1 TOTAL 5 MASTER - OCT 1992 EXCEPT AS MAY BE NOTED 4 L04KJ4MK ILL K OF TOMCIFM MINIMUMONAMM m 0 MCTON PLAICS MNL 0 IMTALLIO riMEI41CALLY ON M THIS VISION 90 AF+LICAKE TO OW N194 VAN TADSSES OF 131 � INDICATES LATEAAA.MAACINS MENK4 ITS,NIN.1 pull MO NNIhEM MIp1M[CONTEXT. ON NICU THAI 1M JOINT. IDENTICAL LOADNM AM CONFIMAATION. I41 INSTALLATION 00[VECTION OF 104 TN1RS. FEANMENT. YO IO a HIGHER ALLENAEu EM9SO VALUES, ALL VALWS USES m TOP 044 SPLICES AN NOT 4MOIOMI000 TO OC" W THE TOP CHOW 0101LL K LATERALLY OVAM 91TMA1 MY SJO• TEAPO�OPANY SPACING NAULO K SONE IN 6CCDNOANC[ Wilm FON KOIO AN OAKS,ON TK WEST 901110 OF THE NA- 0149CTLV AOOK A MOTION 010110 SPLIC1. MIN.) N[ATNLNO M SPACING 109ENO IPAC90 AT 3•-O' O.C. CIM CNT 117 SPACING ANO 911CCryON"AILICATIONI. TIONAL 019301 SCAN APPS PIML10"BY M NATIONAL 8 V-POO APFWVAi MAM[11ET NOC NSA% FHA 11111 94/4 OW IRAN,)• IY THIS 095I6"COrI"M 10 C/AMINT lot 091141 EF9CIFICA- MST M ODW61S A2110CIATION. ?SOI. SOCA FILE N-110 11) THE OOItO CHM MALL K LAIINALLV EAIAKO 911194 BY IIONi FON METAL PLATE CCIAECILO NOVO IMAMS ANO b THIS OESIOI is SAMO ON CLAM COUECIO PLATES SKY. E1 THIS WAISS WAS S[SN"sum PER 74 LAAO/M sow L!E'4MIN.1 OAYMALL ON SWIMS MEMEN9 SPACED AT 40'-0• VJALITV SIANDANDS FOR tAwK9. I COIAECTON PLATES SAES AAE OAKS ON AXIAL FMC[s ONLY. ON THIS GRANINS. INSTALLATION ALUM SMALL COfOM O.0 wX.). Is) NO 1E/MEN OF THE 1MAS MAY K CUT OR MODIFIED IN ANY Mw A) CONNECTOR PLATE 9I3E5 ANE 51Yp M NO. Ails SV O DES. vivo IOUs VISION 1A1 Is INDICATES SEMIM LOCATION. AXIS (YEA. SY NMIs 1. -Odd Web Length Maximum deflection occurred 6.72' from the left end of bottom panel /4. -CONFIGURATION 9 LOADING SPECIFIED BY FABRICATOR. Plate turned 90 deg. Maximum Live Load Deflection of .2340. Index-.414. (L/871) -PLATE TOOTH VALUE REDUCED BY 151. P-Typical Panel Maximum Total Load Deflection of .322. Index-.379. (L/633) -HORIZ. STRONGBACKS PER PCT-80 SECTION 800 REO. Total Quantity of trusses - 1 J 75 L 01 X to 1"n ME in Ln X Ea ul X 1*n a1 X x x x x x x x x x x x x t0 N In N In (V In N In N In (V ID 14' at to o To In L i In In to R-1:568 In R-1558 (3.5) (3.5) dE VP -f P 3f IQ L HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left to Right) OP -2280.--2280 -3182 -5182 -6617 -6617 -6617 -6617 -5182 -5182 -2280 -2260 ESS -1533 2633 -249 -1975 1329 -219 -1088 645 -219 -218 -216 -219 545 -1088 -219 1329 -1975A -249 2653 -1533 OT 0 3916 6083 5798 6083 3915 0 ALPINE ENGINEERED on OPROOUCTe Inc �Y�2000 O.C. SPACING LOADING IP41F1 TC LuwER2-4X2 /2 05 SP DESCRIPTION16'11-3/4' GARAGE HEADER A 2-0-0 1901 S. GREAT SOUTNNEST PKNY. 30 LL TC10 eC LUNaER2-4x2 f2 De SP ENG. FOR . J GRAM PRAIRIE. TX "NJ OL Tc 0 TRUE TRUSS INC. E Program (214) 41,00-3040 LL W NEes 4x2 03 SP LL MEMBER TRUSS PLATE INSTITUTE 1122 si 33% TOTAL�� PROJECT: MASTER - AT% OCT 1992 S I-A EXCEPT AS MAY BE NOTED TRUSS SPECIFICATIONS FOR Centex 3708 A - 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. WING MUM IR D 1 416 1 f12 Rev3/23/93 15416 2019 Rev 15416 3019 Rev.2 3/23/93 15416 4 019 Re 15416 5019 Rev 3/23193 15416 6019 Rev.2 3/23/93 15416 7019 Rev 15416 8019 Rev 15416 9019 Rev.2 3/23/93 1 416 10019 Re 15416 11019 Rev.2 15416 12019 Rev.2 3/23/93 15416 13019 Rey.2 93 15416 140019 Rev. 3/23193 15416 15019 Rev.2 3/23/93 r�.`� • • . 1541616of9Rev2323 3 �FJ �� !3 , 15416 170019 Rev3/23193 15416 18019 Rev.2 3/23/93 004 15416 19019 Rev.2 3123/93 if LLOGS01 SKAU BE OF THE SPICIF 110 HlnetrD19RAKS, f W CGAECIOA PLACES yKALI BE I11514t€O 5rt4EfRICAtt1(At 16; AIL TEtt5iGi1 CHOW HEMBEHS AtUOILD 10 OE CAiIG.-. SPECIES. NO ISO HAAIWO,H5151URE 01416011, 0A S:/Jr 41At THE J OBIT OAACEG 61 Elif#R],it* .010 Pt r03,0 S4AT011 4. 1t2' IS if H1twell AI.LSMABLE STRESS 4AL4ES. ALL HUES USED 6; t:;P Clow SK ICES AHE 16T HtCCO1141#G TO GCC'.1P tMiH, OP1HAtl Lt.HPAC11w HEHSEPS SPACED 16' a 4 41w, f0P OESIGM ARE BASED ON $It LAIESI E0111011 W itt#tA- DTlIEC10 ASO,[A UDI K*C10%SPt IC*. :41ES5 OUR(,DHtHMisf CIMV£iv, 1101dt DESIGO ST04 M"PA1k1SKD BF II[14411011AL 7, V4GOO APPiWrAL IEAaEAS: :AC!344 FnA Kh YU14. SOCC 111 ALL C01"S51NI C40111 tEuhEHS AS5t44EG 10 BE Ctt!(lFIJUUSt.ryh1 IRIS EESIDH CIA— FOREST FA40OCIS ASS"U1101. MI. 90CA Fit* 06-125 SAACEG 61 E(ittH AIB' `401,i PLtOak S!£AtHIIP 112' flue.FOR WIN. PLA1t k a THIS DESIC41 15 BASED dt UAPI CG4ELIOP PLATES G41 9 THIS MSS HAS BEEN USIZ44CO FCA Nt LGADI#6 SH0101 t11H 1 ()PM7al W BRACTI6 HEA$ERS SPACED At /6`a L QUALtT1 SIAIOAGS FLA TPDSSt- 31 C014ELICA PLATES SM5 ARE BASED 11114 AFIAL FOTICES 0141 Cit IRIS DAAMIiFi. 1161ALLA11TA1 MU USE :44tL CGiCAk4 'MAA!. U4E55 IMCD 01KAMt SE. itt iq KK*A CF It£ fF'JSs MAI 6E cut I. A COMMON✓FCA-1E SIZES AAE C&IED out 11101H TACITCSS SLOIS; oil"THIS lk-leot ik as 1141)17-IES GEAAIIMr LUCAUG11 171 SKCiAL HaOLItrD CARE 99MO OE IAKEII GAN«._ Of L*1141" 1A1,016 SL41S1 NO Ire 0111131141101 GF It* $ THIS DESIWI IS APPLICABLE TO SH00111 SPAR UP.15SES Of EPECiIGt OF TPUSSES SEE MIB-e1 FOR RECUOIR1DAUCA. SIZE CALL NI IS .D1EE1i wl or,111E Ott Lfrwil' _.�1 111ISId.15tEQlllY-NG CGFIc:.gATiul .-.._. . .,_.......__.. -CGtFIGtMiATITitI UG LORGTNG SPECIFIED BY fABRICATOR -AIIO111C11AL PLATING FLA ItAlfliliG IAUSSES 15 AE"451911.11t OF FORICATCA, -MIS TAUS$ 15 DE5164k6 GI&Y f0A IhE LGADS 5wwv PAD'YISILtt f0A lit PREY€1111011 OF PCIMUG MUST BE MADE ;alto 15 110 THE PESPOI151a11111 GF TLE Miss FAWICAT011 OR CLARI, -FALSE BUTTON Cl"46 111KA1NATION FALSE SOT 21-0-0!lit LEFT YEATICAL SPACING-4-0-0 USE M1111MMt OF 2A4 KATE FOR FASTE11114G FALSE 601 CHOAO VERTICALS. USE 3A4 Mill. FGR SCARF all FALSE sot CHOPO, IAUSS SOT1014 CWAO ABOVE FALSE 811TTA4 CtOkU MUST K BRACEO WITH Ix4 UAJT. LATEAAI SAACIM AT 14M0.C, MAA SPAC116. 3-6-0 mm 0-5-6 5-0.10 5-11-7 6-11-3 5-11-7 �5-0-0— 00 1-5.14 1118 #2 #2 #2 02 1-5-14 711 74 PLF Nlx "eight 5-7-3 4 32-t-0 92# 12 316# i2 1, \350# 617# 763# 65311 B 171 a 379# \I I t 1 3x1 I7411 h s'Af � ��'•,,. a -------- 55f Sfi6# .'TIE 3111 2582/ ,/r `�•,�``'^.,�-., jolt fab# F 1 20090 13.515! 10 4 : 13 5)39x A y+jltll .,cT73.43 6 3x5 3x6 3x5 1u ).tf 12 . r 36 20 20 PLF 3-6-0 10-8-0 5-t1-7 6-113 5-11-7 5-0-0 2201 1-1-0 37-0-0 _ 1-4-0 � n BUILDING TYPE: Enclosed Residentfol 1� CODE: Standard Building Code (SBCCI 1941) HIND SPEED; 110 q* MEAN ROOF NIGHT: 156 TRUSS LOCATION: (Sal area NET WIND PRESSURE BASED ON DEAD LOIS SH BELOW UPLIFT CONECTION REQUIRED: y(LMF d AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Special Loading, Refer to Loading Diagram Maximum deflection occurred at bottom )Dint 04. FASTEN TOGETHER MITIt 2 Herbert Required Maximum Live Load Deflection of .558' (9/151, Index-.452, (L1796) TDP lad NAILS 12'0.C. �— Maximum Total Load Deflection of .874` (14/16), Index=.472, IL/508) OUT sod "TAILS 12'o.c. RECOMMENDED CAMBER: .47" �rc�t,3.2 -°J3 NES 100 NAILS 12'a.C. _ FASTEN AT OR NEAR ALL PANEL POINTS. 3' Do NOT NAIL OR BOLT THROUGH TRUSS PLATES, (_1w _._ T1Tti55: �37'O4Nfi_5 __ T-1 ATE TYPE; o.C. SPACINGFIOAfNG iPSFi TC LUtER2-0-0C 30 2X4 #2 OS 5Pt, ENG. FOR: TRUE TRUSS INC - SOS ).1'+ k C78C LU14SER PROJECT; CENTEX 3708 A DATE: 25 Feb 19932X4 #2 N SP LAYOUT ID: tDfC 100 wE65 2X4 #3 SP ADDAESS: cru _ E�yii L\ �t.2• c ,Eiri "W\CtAla+LE`'" SES {W—9:% �(F r.{Edi{ pyE +{ i Q St Lam' N y'rG to �+{'tr rN+" i't5 tLE++' SFA Ar DE {1xUt iD r SS ."y. +ai °` ts, Pi F+p{µv iie.1SS M rL0�' Fpp RkCGM i `ct�uE�£H�;'OJ."9 O"S�D cCAilIt 114 aa`� Wp n u+tom`°c 'E�"1e 1 F1 1 cM to et �'Er,0'I'to 5"40t 4� Mi.E ta�EW'f. trw0DP 4 oR{r`\r 6 Q t tli i c,EcL u�-6 yt F F8P1iw �A151p1�+,51�t bw Sl t 'A S t'tE SLUtHre a MG wEWEPS S �+p4E.1F i S 15� 1 SP016 s.w CN E~{\tC Ow+Ct paiSE. ►1,1�Yf' {W 6F 1 111F• -`' UrSlatEo iG�L�,�P 55cG E+i dpEEEG a�""Eta Ea atrt a`+L%(Ar tl�\ W 1fCP UFLG1-F {t�(,E NW tg iW �F1E4 ty✓•t+ { C:..w E>{LB 2ptY. 00.E O'«ES{�E pHLitw ' ow`Cst�,E Pt Ft�SICAlt IAEpL51 �•W4 G PEPS ICN'S. .OWL'- s rrt G taz. Fr gook �, 1P�55,S of pelt 1DP C; FC,LW'A OGl U 1M iYA y. a {pr tct tlQA1tA+ .sc.2 WD{`w ruta`w E21 J /'' ,iH15 Ltlltli fFaptGF Films t1C►�5P FµSE G pl taP. I. xtr,t,eEP`� t�, �,+EE pPE 14afi5 tLf`' 9EP lE{WW oPF S 1 (A E pF fl. S W0 1 tl� GLPf4{E ,.aupr E y1b Oct5 St�[O ArY. 10, � GF Std \U1 Ctw""'D�l EE FOP FF d(�l E w.h td. S 2 ' w FU Ett GE E�{E� µt 1R 8til D' 0 µ•5E {hE Sot�LEytEf't 's, +t�1 G`t IW 7. �Zyt. S rMi ittgE t+ La tEp`'P .f�F�ES£6D1 ZxA FPF aµse BG{t 4FF SP FC,L tf twl+M S I+E t0{LL`'p iEOtiFE tli tHLS LS pp+aS\yt C+OI.t lU:U•' {EUtIM t fGP epVE p S'µG t47' E S06 its,�r 1,61 u�: r JiA +�lS GE tS APPIt_,pt�F.l U5 3+A'All CtK liKa Fl Z \ E \ES.W,[.PµE i,SEO q+ Pyy,1S�' pEa{t`' S d•� pt5! 1'15 otsyeU 11!^''� Dot tEPp4 51JtSi NGltttal r WaE` ry FpSS`'+ nv T' Pt ,lA PE.f toll Its, i5 t.55+ O+:l 6►SEG {plG E Gf hats{ tS•►5E'OZ£5►pE EiEEEo apse, ►i t6 21 11215E ro -All S tt4`'A 04 ') AnE� a 6i \M•aw R 269#Or E 3331WJA + ZAbt 3 �..•-�"I�1 5 1A t 3331 3304 tf E23f A-5-2 ZA�Zt9f ry6i A-b'1V / 2 A.b'lA11� `+ 61 got Bt Abe 1A ,a SA8 lot# b \ lip 1µ14"t y'1` r N 3114�� `" ;3 in o 315jA9% ZG p�f A 7 w TO© 3x 3AB b 1� 3ay' 3xA Rogid� ��l 1941) 243 6x1 iN6 jYPEt 8 iidit�osf �O� t �C�E' SCE0. 1 0 �5F a OMS SH�N S�p�j. ra j_A-0 W,,a�irG110 RAF N1 (Se) D� #2 loss :l V A f, u11� P E�j id►a 1 �`gOyE ._y-a to up41f o coot NO 1 o ♦2 to a?.o_c SEE N i_A-o / iS�J1i *A. pa271 at nottof 3i1Qb"a titi4+�y2?1 Oj �� il-? 5p5 .E x225 F°° 1993 oGF�li ecc1G� OCC 537' i6�61. I�dbX 3�2�'�� V �iiC� 31PU55 IMC �Fl 5 ltt NaX1 ao 0�Ie cti On pt epMDEi1 q6• i1 •Z2�q t 5'FOR, W 3�p8 p Y EN SCS: M�xt��!!To«1 l�bd QetCpMNEt� �i� MSF' tPa \tt lo'. Ojk ioul t G LEyNgEP 2x4 P2 5P F(OFiE55. t`UgSgg: i �GRDit IPSFI jgG I EP 2x4 t2 i)' 5P 00 A'ct v� jC 31) Axa o.C• 2_de0 tC dt�5 I WMA SMALL SE OF THE SPECIFIED 141111W44 Gpf11E5, W C: *ELIOR PIXIES 511ALt 6E 116TALttU'AN4*01R.ALLJ ix1 tui ALL IE16114 0txt1 NE4AEM5 A.5'.4aFli t0 SE C01111tAHU.r,,. SPECIES. "Al, ITIS MA4INAN NOISPAX C011100, 0A S:KH lNAt 1H1 ,A341 Ot`AC(G 6+E11110 Ata" 'Hill) R x030 W(AIN11}3. t!2' I.; IS Of H1untiP ALLWA&E SIRESS 7441S. ALL 4ALUIS trAO 6; 1t:P CnCAO SKILLS ANE Not p4cav1E1&ED 10 GLCUF+ 1NtNi Wk,Xht 30 604,:!1x;1 kKfS SPACED TG` 0 t IHu:, Tt}W. FOP BESIGN APE 11AStO 491 1NE LATEST E0111i41 OF Ulf NA- GIRICiLA A110JE A bWT:,N LnCAG'Pti".E U1tESS 141,1ED GTnEW1ISE Cks"11I let TIWAL CES1iAT STALEJAMDS PAtIWD av Ire ISAti}4IAL 71 'J•2600 APPPOJAL ff,*ft0S: USC 2342, FHA TCS 2314, 58CC III ALL CCNPPfWW CHdAD IEN6105 ASS'.MEG TO Of CG11111_QJ5Ln61 1n1S tAb IOtt C1/f GMS �. FOREST PROGAICTS ASSGCIATIOU 7181, SMA FILE 66-t20 ONACEG tit£11HEH 3J11" ;MIN.) Rv*ADO SnEAInITrJla' 11u5 FGA METAL PLATE C:4AEC+H:- 2t TRIS OESi6t4 15 BASED Olt UAW CGHIECTOR PLATES Gt+ 81 THIS IP.ASS HAS SEE11 GESI:4ED FLA THE trIQUIS SHOW WIN.I OA*xALL OP 8PAC1116 MENbEAS SPACEO At 16' 6 C, (FAL IIr SIANDAAGS FOA IVAhSES. 2? C0141ECTFA PLATES Silts AAE AASED(IN A41AL ff/CE5 4t r. 011 THIS OPAWU& 14ISIALAAII01 Aft,USE SHALL WFGPH 1NAx1, Uti.ESS WILD OtttAOSE. 16) 110 MEMBER OF THE 1NUSS kA,of WT CA NOGtFIEN 4) COt4ECIfA PLATE SIZES AK CALLED WI 401GIH 1ALAGSS!AOISi III IN THIS OESlai /2} ES PIDICAiES 6EAAlma LOCAIICtt. 17t SPECIAL HAtftitq CAPE SHOHtG bE IME11 W1RIN0 SHIPAt1w�.. S+LINSTn WING U01% NL TnE GRIENTATIJIN GF ITE 4! WE OESI611 IS APPL1CAM-1 TO SnOPIER SPA14 TPUSSES QF ENECTluit(IF TP'ASSES SEE its-St F0P IECDOCIVA11015 MAE CALL415 1$JnE OTNFCT1W1.jL>!7E_FSAIEifJP.tn ltf[iE1�Ei..Ll11 dtlQ&4!f{S:RAI{itl -CUiFIGURATIGI Af1G LOAt1NG 5PECIf1 0 6€ A�-�1tAf�tlR -AD0I1I0104. PLATLN6 FOR HAICA WD TRUSSES IS AESMIS161L1T1 OF FAMICATOP, -THIS TRUSS IS DESIGHEG WILT FOP THE LGAOS StiONu, PPOVISIIII FOR THE PREYEI1FIOti OF PCIMUG)MUST BE WOE AHO IS IWr Tiff RESPOHSIBILITt OF THE TRTSS FABPICATOP OR CLAP(. -FALSE BOTTUM CIA" CbFORNAII0I1 FALSE BOF 24-0-0 Oil LEFT VERTICAL SPACROG-4-0-0. USE 01411IIAN OF 2x4 PLATE FOR FASTEItUbG FALSE BOT CHORD VE:PTICALS. ' USE 344 1410, FOR SCARF 011 FALSE BUT CHORD. . TRUSS e0TION CNCf>a ABGVE FALSELBOTTCM CHOWS"I BE BRACER KITH 1x4 C0111, LATERAL BRACIOG AT 2 0.%. NAA SPACRIG, 3-4-8 2-10-0 2-10-0 TART 3-7-8 4-0-0 5-8-0 5-8-0 4-4-8 4-7-8 R1N 74 PLF 1-5-14 12 ►2 /2 12 12 42 02 1-5-14 Max"612h1 5-10-3 4 12 8 253E 3151 09f 3151 2670 22 vs 3X4 273 ` 3221 3x4 3x4 _`g.,, 6 p;l24811 `� I A �\ 1231 971 113E 1130 1451 861 \ � \� > 66t 1061 37`1 \ Z"�� 1n I i 1. 17111 13.6161 I 8x2 .,. 1x8 3x4 5x6 30 1I=+ 135167% 31x8 i2 3 20 PLF 7-0-0 4-0-0 5-8-0 5-8-0 5-8-0 9-0-0 1-4-0 37-0.0 1-4-0 BUILDING TYRES Enctosed Residentiat lll CODE: Standard Building Cade {SBCCI 1441) WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: 00 area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REWIRED: W.2e 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE, No trusses: i Maximum deflection occurred at bottom joint 04, Maximum Livia Load Deflection of .334" (5/18), Index-.271, (Ll1329) Maximum Total Load Deflection of .524' (6116). Index-.283, (1.18471 & . 3 -n-13 QW �FV, 3"2-2-713 ujjfnD _fy� L 3 �dam._____ PLATE TYPE: O.C. SPACING LOADING IPSF) IC LUMBER TTTUSS: 37`0' H-9 T-3 IF 0xG 1 2000 2-0-0 LL TC 30 2x4 #2 Ds SP ENG. FOR: TRUE TRUSS INC - SDS 5 s} (p DL TC 7 BC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb 1993 2X4 12 N SP LAYOUT TO: ` CTS LL 8C O KOS _ nr 1D I 2X4 13 SP AIJORESS: - SCALE: J tt*W*SMALt BE Of )"I SPECIFIED 0011fIMM SAMCKS. --,V SI C011ECTW RAIES WIALL eE IRSIAILLU S'"IHICA1Lf U1�10, At 1£151:1!C1x1O HEWIEHS ASSt R&O 10 1E Old 04)7J6t. SP(CIES. A010 19%%A$10.014 W7IS)t"1,0111011, 04 SJCM (HAI THE JOINT 6tiACEG bf E11EA Jt6` .111# PLINDA0 SItAIKD*. 1/2' 141 IS W niw.W*AL1..71144kE SIKSS ONUS, Att MALES USED 6: lCP CtO%.SPLICIS Atm 101 KCG4tHLE(, If,GCCJR IH111, 0114tL W£11ALIn6 HEmbEAS SPACED 10' s t IHAI;. ILMPCJ4 w1 . :FCR£ESI&1 AM BASED 011 IDE LA/ESI COST1410 Of InE 1t- DIAECIL'f AWJI A 0011,*CMCAG.R ICE U1.£:s U01E0 e1fEA11EE _44*11f IPI bHAt T ORAL CtSIGH STNGAt"PA&ISfED Of IDE 11ATIOMAL 71 'I.2u00 APPWJ1AL If-x10EA5: USC 23x2. FnA T:6 2014, SOCC 11) All. COWWSSIU1 C16AG HEWERS ASSJ11£D 10 bE 4G(114'.x0.4Ln!4 JOIS CESICI C0111'UHA6 Is_ FOREST PRDWCIS ASWCIAT101. 7251. DWA FILE f1b-725 SAACEG B7 EIIHEA 3/0' 441U.j GLtWZ"SIEATMInG 1/2' 1fU1S FCA METAL RATE CUIEC46 21 THIS DESK"IS BASED 011 CLAM COAECIDR PLANS Fill 6F THIS IRJSS HAS bEE1 DESIGOWD FW 1E 1("It's SHOWI 'HI/.) 0AfxAtt 09 BAACIW nE1REAS SPACED AT 16' 0 C. G1A1 III Si A14JAPOS F„R /AUSSES. 31 W4EC10R PLATES SIZES ARE BASED 014 AAIAL FOMS 01tf. Oil THIS 011ANT116. 1115IALLAIlUt AIS+USE SIULL CUFC4111 �UAAt. uIESS 110TED OT44015E. 16) IOU NEW*a fF IHE IAUSS NA DE CUT OR MWIF[ED u.. 4) CCTSECTCA PLATE SIZES AFE CALLED BUT 016IN UIMMS SLDISi MITM THIS DESIJ1t 131 (SI(OICAIES 6(0013 LOCAl IC41 17) SPECIAL HA"1113 CARE bk,040 BE IAME61 DA I14 5NTPPiIta A- V LEHSTH 14.014 SLD/51 A110 THE C*IENIATIM Of Tri 0. Tot$DESIC 1 IS APPLICAMLE TO SnIMIER SPAT ES TWJSSOf EfECT1G1 Q•' IFA SSES SEE nib-$$FOR fftCW"HDAI10d SIZE CALL W! IS fit 01ftCIIQ1 IF fit PLATE LEWIN, lUtRICAL "_A116 COtf 16,11AT IU1. -CC4FIU TICdI NG kOXG1HG SPECIFIED et FABRICATOR -AOGITIOIIAt. PLAT11I5 FDA 1iNCtI14 TRUSSES 15 PE"ISIbILiTt OF FABRICATOR. -IRIS TRUSS 15 DESIOtED G1t't FOA THE LOADS SH01011, MVISID14 FOR THE PAEVENTIC41 OF F-CMD 11G"I BE MADE NI0 15 1101 rim AESPOIISIBILITV OF THE JWJSS FABRICATOR OR CLXF1t. -FALSE KII014 CHORD 111FOPHATI0II FALSE 801 21-0-0 Oft LEFT. VERTICAL SPACI14G-4-0-0 USE M1NIKIN OF 2x4 PLATE FOR FAS1E1111K5 FALSE 801 CHO,%VERTICALS. USE 3A4 14111. FGR SCARF 011 FALSE OGI CIt7P0. TPUSS BOTTOM GK1141)ABOVE FALSE BOTIGN C1KN6 WUST BE BRACED WITH s.4 COAT. LATE14AL BPACII*AT'tW 0 C. MAA SP,(,VIG, 3-4-8 Am3-7-a 8-0-0 4-3-7 4-5-3 4-3-7 5-4-8 5-7-8 AM 1-5-14 i-5 st 74[1LF Max Haight 5-10-3 V 12 1mo36 3811 322E 322# 357# + t a in 3x4 12 06 Ajj JX 347 �\ 3960 �Tg / 1911 � S 123 103E 1O7# Wit t5[f 1060 t1f1f lout Of f 17121 -__,.1� I 0 17110 x+ �r 13 51 s7x 1 1 5x6 1 518 3x5 3x4 3x7 3x8 f2 - -- --- 20 PLF 7-0-0 4-0-0 6-3-7 4-5-3 4-3-7 11-0-0 1.4-0 1-4-0 BUILDING TYPE: Enclosed Residential B7-a-a CODE: Standard Building Cask (SBCCI 1491) MND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: , IF AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. NO trusses. 1 Maximum deflection occurred at bottom joint 04. Maximum Live Load Deflection of .288' (5/16), index-.234, (L/1542) Maximum Total Load Deflection of .452' (7/16), Index-.244, (L/982) � F-PLATE.TYPE: _.. �O-C. SPACING LOADING JPSF) TC LUMBER � TRUSS: 37`0* N-11 �1-4 OXG, 0 J,n 2-0-0 LL TC 30 2X4 02 N SP _• F.. "' ENG. FMR; TRUE TRUSS INC - SOS J j� rjJ OL TC 7 ETC LUMBER PROJECT: CENTEX 3708 A DATE: 25 Feb, 1993 2%4 02 N SP LAYOUT ID: 4 OF 1 Be D WEBS 46 2X4 03 SP AUURESS' SCAT E: I! L04EP SHILL 8E OF 104 SPKIFIEO 101010A OPUSES, 51 CCOtIECIDA PLATES SHAA.L 8E IUSIALtEO S,W4IPICALL r 011 )O! Ail IFIISJt'ir1 DOW NENWFNS AjS!,t"D 10 Of CUtf -. SPECIES. NO 123 MAAIWJN M0161JPE COITIE10, OR S:A.N INAT I1E JOitIT WAAi:LG Wr LIPEk 410' ,NIM it INOW SHEAINIIU. I/— Is Ot ht0eE8 AL4.2M4LS SIFESs mals, ALL VALIKS USED 81 ICP ChiF6 SKIC'ES+Jt tort NEC;44tlut#G I4 VX'll IMtIR SA,N+ti. :4I L*AofiG NEMULk5 SPACED 14'P e tHAA,, too 001411 Am 8AS£0 au Ir#LAEESt E011tOH C#YHE IU- 41TECT1.1 A80'rE A 601 tisk GAMG SPt ICE. 'J1M t59 tY IE0 11IEROISE ttowhi ' TIwNL 05104 STA100ft PJBLISNEO 8T Ift MAIIORAI 7, V-2400 A"00i)&L II.916ENS- :6C 2342h1A iC11 2014. S6CC 11R ALL CCMPRESSIGII C»:N0 NENKOt,A55LA40 10 8E IhIS CES16 t Cu.— FORESI PROEAICTS ASSOCIAE)0t4 T261. ISOCA FILE 66 125 BRACED 61 E10EP 178' 41w; Ptt"Gw SHEATH1146 1112' IIE46 FGR METAL PLAIE I.- 21 IRIS DESIST!IS BASEO Of CLAP#CrA SCION PLATES GA r. 01 THIS ilebS HAS BECO GESICAEO KA ICE LGA01114 SWM[ 'N1H.F WtN Alt Ur'BPAC"*NEHBERS SPACES)AT 4.6' P.C. OVAL/Ie STAItOAAGS FA TPUSSES. 31 CONECICA PLACES SIZES APE WSEG 484 AAIAL FORCES*Ae. Oil THIS iRANTNG, INSTALLATICiit AIM:USE SHALL C(AWCPA7 TNA!!, txx ESS 401£0 01tERWISE, 161 110 NENEEP CF THE TPJSS NAI 8E CUT CA 4.4.- 41 CINIE0001 PLATE SIZES APE CALLED OJT 81010 404GAS SLOTS[ WITH THIS 0ES1314 t2 ® ItIGICATES 6EAPitt3 LOCAIICAi. 171 SPECIAL HNNA 11111 CARE SN0t1LG WE IAMETI GtOlt13 5., 8t 1,E06tri 4ALGtt6 SLOTS; NU SHE OPICHIAT104 C# THE 8: this S)ESIWI is APDL ICAELE TO Srn3PTCP SP94 TPJSSES 0f ENECIIU#OF IWJSSES SEE 018-111 FOR PECCMMENIAIIONS Ala e0t81G 4+411+41 -CG1fIGUAA ICI1;UID LOADIt111 SP CIFIED Rif FABRICATOR -ADO01044AL PLATUIG FDR HAiCLINu TRUSSES IS RESPOOSIOILITY OF FABRICATOR. -THIS IFx3SS IS DESIC41ED Q&Y FOR THE LOADS 31101111, PAD'VISION FOR THE PAEVEIM011 OF K00116 MUST BE NAGE AND IS 1101 ME RESPOItS1BILLIf OF THE MUSS FABRICAIGA OR CLARY. -FALSE 801104 0 010 IIFC444ATILW FALSE a0T 21-o-0 Oil LEFT. VERTICAL SPACIIIG-4-0-0. USE MINIMUM OF 244 PLATE FOR FASTE14111G FALSE BOT CNDRD VERTICALS. ,y USE 3A4 14I14. FOR SCARF EA4 FALSt 801 CHOPD. }t IRUSS 001109 CtIGRO ASGVE FALSE "ICH Ct" MUST BE BRACED WITH 194 3-4-a MO. LATERAL SPAC1116 AT 24'00 c. NAP SVACIi G. Ru# 3-7-8 4-0-0 4-0-0 4-6-0 4-6-0 6-4-e F 6-7-8 _ wxI 1-5-14 #2 #2 02 02 #2 02 12 1-5-14 74 Rnf Max 11#ignt 7-10-3 i 12 31541 333# 402f 3x4 2864 \ 0j f y S95 470F 2730,11-1, \ 12 \ 6 !* 249! 234# 123# ti V, act 134 1540 3270 630 1080 \ . 17£90 1; 4.710# 13.5167 13 5167X f i 5x5 1 3xo -.0 3x3 3x8 3x7 axe 12 26 PRF i 7-0-0 4-0-0 4-0-0 9-0-0 6-4-6 6-7-9 1-4-0 1-4-4 37-0-0 1 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1491) �2 WIND SPEED: 110 oph MEAN RODE NIGHT: 151 TRUSS LOCATION: (SO area NET HIND PRESSURE BASED ON DEAD LOADS SOW BELOW UPLIFT CONECTION REQUIRED: _IaSF� III AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 04. Maximum Lire Load Deflection of .263' 14115), Index-.233, (L/1688) Maxum Total Load Deflection of .411' (7/16). Index-.222, (L/1080)( J. 3-23-°13 Dalt(./ _ _ 1 V PLATE fiYPE:� O.C. 5PACING LOADING (PSF) TC LUMBER TRUSS: 37'4' H-13 �1-5 DWG, #l/ 4 2040 2-0-0 IL TC 30 2X402 Rs SP ENG. FOR: TRUE TRUSS INC - SOS 14. OL TC 7 $C LUMBER 2x4 #2 N SP PRUJECT: CENTEX 3708 A UA IE: 25 Feb 1993 f STL LL SC 0 WEBS LAYOUT I0: BC IO 2X4 43 SP ADDRESS: - SCAT E It LUAfEN SHALL # LOT THE'SK Cif TED MIHPQN OPAMS, W Cr411,000 KiW,$,,AiL 6E P1SIA(ito 6,w LIPICAtt.1 Ott-�161 AL1. lf.i`UI`.At Ct"1-Ek(4Ps ASS`A4G t0 8E C0110097.+'31+ t. SPECIES. uG 1fU IlAAIM,At M31St14+E CO11E01, ZIA SaCM IHA1 THE .A"HUT &PACED 61 EtR414 yA" 7ML1) KIN300 a14Alnitla, 1f: 14? 11151— IS Of MI"P ALiailAfLE SIHESS esLUES. ALL AAL1115 WAD 4, NP C?,C"Si'i10ES AHE NOT PELGMEtut, IG GCt:',1P +91th LAINA(L JP ORACIttG NERK05 SPACbo 1G' 4 C (k AA, 11,N FPIPe St.— FOP DISICi1 APE 6ASE0 014 ItE LATEST EDIII&I OF IFt 11A- OINECilr Wit A 061".14 Ct,GK SPACE '.NAESS M1<TEG GinEPNISE Ckowid Iaf 6HACW15 N- 11G14Ai DESIGN STOADAH05 i41.15E0 Of THE IIATIIx1Al h V-20f,APPP'3'tAL+rx.eIEPS: :ATC 1342. FnA ICU"It. SACC 11) ALL Ct4t'PESWO C"aO KttltnS ASSn4E0 IG BE CtUn IMVJt4,nb+ InIS GE5It41 C01f UWa 4G C:wt— fOREST Foor46IS ASS0C1AT1134 UBC SOCA FRE 06-126 SAACEG 8+E 104!1A" 'kltt.t AL rKkl)SHEATH1145 1!2' IIU1S FCA HEIAL.t't AFi C44At.1iG 1x7.9, . 21 THIS BES1671,IS BASED 1x1 aAPe CGINECTOP PLATES C41L1.. Try THIS I#,1SS HAS KE11 E45161E0 FCA THE LGAGIIG 514001 1010.1 Of:MALL OR BPACRG MENBEPS SPACED At /6'0 C. OUAL111 SIAIGAPGS KA IPUSS(s 31 C04400A PLATES SIZES APE BASED 4t"IAL FONCE4 act, OH THIS OAMIM. 111STALLATIF41 Alto USE SHALL CCAAFiAN ;MAAt, uta5S 1161Eo oT14PMISE, 160 tau 41,6E11 GF i,E IF-U5$MA/BE CUI DO MODIFIED fit At.... 4) COI ECIOR FLAK SIZES APE CALLED Bit xIGUH tAMSS SLOISt WITH THIS 0ES1014 12) � UEliCA tES%AP1115 L(kWIG11 171 SPECIAL HA1YA1110 CAFE SHOIAD it 10E11 DUPING SHIPPI14 Mit! Of tENGTn !ALONG SLGTSi A1I0 It*OPIEHTAYRIN OF It* 16 THIS CESIGII IS APPt ICAfLE TO SnWIEP SPAR TPJSSES OF EHEC11U1 Of IMSSES SEE niA-et FOR HECr"IMATtOMS E! -CGT f1UNATICA AG LOAG Ito SPECIFIED 6i FAbAICATGP -ADDIIIG1lAL PLAIIUG FOP HAIYA I14G IPUSSE5 IS PESPFAISIBILiIF OF FABRICATOR. -IHIS TRUSS IS DESIWIEG UiLY FoR THE LGAGS SIlOwl. PROVISION FOP TBE PNEVEIITIOU OF P UIDJUG MUST bE MADE AHD IS 1141 lit RESP(pSI61LI1t OF THE MSS FASPICAIGP OP CLARE, -FALSE SOTIM Ctlt)AG li1FG44NATIM FALSE BOT 21-0-0 COT LEFT. VERTICAL SPACING-4-0-0 USE NIIITNUIt OF 2x4 PLATE FOP FASIEPIM,FALSE 801 CHCAO VERTICALS. USE 3A4 Will, FOR SCAPF Gil FALSE 001 CHORD. ,TRUSS 00110k Ct"D AWYE FALSE SWIC44 Cl"MIST BE SPACED MOTH IA4 3-4^a TAIt1_ LAIEPAI 6PACUIG AT 24`0 C. MAX SPACIIIG. am 3-7-8 4-0-4 e-0-0 5-0-0 5-0-3 4-9-11 5-3-3�-AUN i-S-14 l-5-14 74 PLF Nex Height 8-10-3 12 "--A8 L 4070 3710 if SLS 37003600 �1 3590 909 a $230 t`,� 34 / / 0j 184t 1040 lfflf 1t40 1400 720 660 fGtl# � 1712# \� 17;10 13.5167 13 516711 qI 3x4 *` 5318 ,6A 3 xS 5x6 30 3x8 1Z 20 PIF i 7-0-0 4-0-4 6'0'0 S-O-fl T-4-8 T-7-8 -- /� BUILDING TYPE: Enclosed Residential 1-4-0 37-0-0 t-4-o Ct1 CODE: StarWard Building Code (SBCCI 1941) " WIND SPEED: 110 Wh MEAN ROOF NIGHTt 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD L S SHOWN BELOW UPLIFT CONECTION REQUIRED: 1 0R AT EACH SUPPORT. SEE NOTES 10 AMD 11 ABOVE. No trusses: i Maximum deflection occurred at bottom )oint 04. Maximum Live toad Deflection of .265" (4/16), Index-.215, (1/16751 Maximum Total Load Deflection of .415' (7/16). Index-.224, (L/1070) D ems- 3- 23-93 PLATE TYPE: O.C. SPACING IOAQING TRIP) TC LUMBER T om': 37 Ut 0-15 T-6 E}MG. f �hnt1 2x4 #2 N SP ENG. FUR TRUE TAu55 INC - SDS 2-0-0 It TC 30 OL TC 7 BC LUMBER PROJECT: CENTEX 3708 A Wit: 25 Feb 1993 / 2X4 #2 N SP LAYOUT 10: (rJ OF 3C 1.L 6C 0 WEBS Ic it) 2X4 #:3 SP ADDRESS: SCALE 61 tX� �8 SOYA OE 0013,46S Oa[0,40 ` .5855nJ' 00 g43 1 VXZ y3� Y1�W1xaN naAd� dg 50 Z' �r gy01 al 1a�d P2p1 [snc\o0mcX� � ars 0'1 1N30 � .gt13 lr 4 + �� a t,ac laa91180 p'a IX¢H LE x3 c' (�- 1 .SQL v 0 ig9`�vl.d6 ,o uu011aa1 saP 'a AjvL,0 .xagoo 661 i S� c,OSH_ Z1t(\ £4pZ. xa0`[110>>ooL-1 t6gt1n+ 1u10 VO4 q„�.q qa6 • p.t 1 W 0% 34S .gn08� `[ w311 gYpUN[h 13%N Q_t.t q,i.e ywt :43 4 �8 N0M3 ��[ 1SSN:�1YN0 1v k45) g4Dh0 pdt13spNg S �`% is A 4v+ 'p-1600,51,16,14 ,903 iONW3 So IT �. © t[6 A*! k`�t 3 oZ x�9tg 61 �j1y .g9 sXs �t.N,l.M tg9t lE2t q,gt,8 y.t jp7t Yt" y'¢1 lttt?h tt q'L' L9\ Wit itllt l891 `�\ q.Y-i "S4 i01t - 21 /L►�'t g/ {t'Y'4 C,A gill ty V 10 vv .t�5315 53tr "*Isla St ! tvt�ht 03,H3 53tt 03Sv�5t Mot t L 311 ',AVG%v a f.W. lA o4 3,IrIS13'!6 do! , :o ssa i n 5t 3d tl,00 a t v x++ tN 3t VIV31 Stul 5to 4p S sr,►rD►� rlfd 40'noasro -tvd s lints N11M 1O S31 1N°}5 .fit IQ�,�O.lM aK 59t h i g"tt3y`� yyatl's r�1`+t S1Nt "Q �t 143ty tiVS 3 N'fit 311NS e tr t1 t 35n ,�gy3t �kt53� St Nt Nt W tt'm tt103 yy+.SS �ytt it }S v as tr l00 i 3� r?Z tt t08 1r ;' d3tNti'S°t 3,q,t5,",t 8 Sf 116 4p3% t. 1l .11� ti� '1" Ox 3..s' "A N 15 T ,019 34yp3 313i"t0��0 t3 1g11 ,, 3�1 S,S�ait"Mfi� y,v"0111015 q�2�ya rode �%it \ ,q +H NN^.4 'Vso �,�jd 1NtN 03t N rda 39 pd3" .q"i""3t t,N�K+ t3 y�l 5`M11tt3� R Nd� » �3vN5'� t rp „tM 3N; i9 033 tv3 ' lv3 t14Nt1� ,,,v "At Nl' .fit 4 ! aaw 3� l0 y. trt Nlt 3 tr0 t.�tt3Yds %10�1"llai3a mgt sc�alt tddv' „ �+ �! ' _ rut 'Y.".t ?l�N=�1 It” 5 title 13'3!q •g�131►dY' 0-0 .181,13 ts"" 01ovr;1kild-sIt Y Nd�3g 0411 ,Jv 3J ' °^til d 0 t ,'Mos 591y� "r dCi3 t tt13 .'i inl ;y.n1 '°03to�"'OkU '33110 to .,-n ,S0% �u 5t 3Nt tt h"yN G,hn "rt t+y3't vM p t�i'o a Ilv r..,. 4 nit 3d 3Nt �duNS S05fi41d1 9.33 gttt It 3 7P+gl"t3 Olt 1,gt4S ,5a3 rN1 tx,tet+"v. i' L ibi t,ets" Syj S1,dgr3 i ud ta°Nl�eti?{a,i9t " �,"tNv� nOIL �� 55v v �ya i�3"'913 i'� toy "q+ / v31d�3 � t.�3'15 ��'C""t�N3g'1�yP0 •?��t"n=''� �5d'�'`;101 3N ry°P� �...�•--- d01 doi is OAR S nl 3�roil oY,tt Fav""� 9t 0 K"Cok,551 Sit sp gas it aM't .t ry iN1 � Mnt° , 1) LUMBER STALL EE LF 111E SKCI!IED R1111W.A4 SPADES, 61 C318ECIOR PLAIES SMALL BE IIISIALLEO S-4E1RICNL 1 Oil 10; ALL IEtisvy,c lW:MEIIEERS AS5:4IED 10 eE C91111/AAAfiL, 13• >1" IIIUIC.IES LAIEMN telt 11 A;MEMBEP 1"1 R11I.1 SPECIES, NO 193 MA111w R31Si•lE COIITEHI, OR$:ICH T11A1 THE .)01111. EPACEG 61 EIUEP 3/0- �Rllll PL•MOOD S14ATHIM. 1/2' IA' 111SIALLAi IC11 &A,EPECIIUI GF Ilt TAIJSS. PEWMIE111, NO IS GF NIG"EP ALL(MAKE SIPFSS /ALOES. ALL JUUES USED B• IOP CHCix1 SKILLS NE MOT PECCN4t IlOEG IU 01_JR tM111( OP'MAII OR BRAC116 IE14 OS SPACED 1G' 0 C INA, ILFIPL:AAP• BRALIIIS 144Ali HE U"E 111 ACCCHGAME Miln fOP DESIa!ARE BALED p! ie4i LATEST C0111044 U Ir[ ALA- GIP(CII,AB07E A BOI TOR Cr10Y SPLICE, UNLESS IIOTEG GD4:PM15E C1441Eui i/•1 TIP AL U,G Alt tRE.a ILII P:AA KAlIWS. I ILIAL GES1411STADGAFIDS PJ9LISHED Br THE UAIIGHAL 71 V-2000 APPNolAL IF.4MIER5: :IBC 2342. FHBC A TC9 2014. 5C 111 ALL CCAPRESSIGI CMGMG MEIx#EIS ASS-MEG TO BE CI4D1MOUSL1151 IHIS USIUI CUWLws 1G`.'14EM1 IPI DESIu,SPECIFICA- FOKSI PACCAR IS ASSOCI►T TUI 7251. BQ:A FILE N6-125 BRACEG B1 ETHER 3/8' 44111.) Pl1H000 SEAIMIMG 1L2' ACAs FOP HLTAL RATE CLAAECIE& RUGD IPL-SSES NO 21 INIS DESIGtE IS BASED OI C.AR1 CC4MECTOR ELATES Gxi BI THIS /PUSS HAS BEER GESIGTIED FLA INE LOAGIIG SMOMII (Mill.) OPIWALL OR BPAC111G MEMBERS SPACED AT 16' 0 C. WAL 111 SIAIGAPUS FFA IPU45ES O . 31 CAECIOR PL A1E5 SIZES ARE BASED 04 A0111,11. PCE FOS OE 4. all 11115 UPAxI1G. IIISTALLATIGI ALL,USE 514ALL CExFCAM MA/1. UTAESS IOILO of SE. IB! IG ME16ER OF hE il.USS MAI BE CUI OR HODIFIEO 111 NU Who. 4) COEECICA ftAIE SIZES APE CALLED AUl WIDTH (ACRGSS SLOISi WITH ?HIS GESIOII 12) ne JIOICATES BEAD TUG LD_AIIUI /7) SPECIAL NNEA IIID:.ALE y1GA.0 BE IAKEN GURIEO SHIPPI1G N 0,LE116tH IALOIG SLGIS1 NO 11E OP1E141AT10SH /GF THE 9; THIS DESIGII IS APPLICABLE TO OPtER SPNI TP.ISSES OF D� EPECl IC4 of 1R'.SSES SEE HIB 91 FOR RLCGIEEDDA1101S ( i1Cu LOAO1f lu�(�i fgF14'MIAS IGT __„ -CUIFIGURATIUI MID LOAOIIiG SPECIFIED B/ FABRICATOR -.� -ABBIT1011AL PLATIIIG FOR HAICLIIIG 114USSES IS RESPUISIBILITF OF FABRICATOR, -FALSE 801014 CHORD IIIFCANATI011 FALSE BOT 21-0-0 Oil LEFT. VERTICAL SPAC116-4-0-0. USE UIIIIM014 OF 2A4 PLATE FOR FAStElUUG FALSE 861 0"0 VERTICALS. USE 314 14111. FGR SCAUF U4 FUSE 001 CIRYIG. *IFIUSS 83TIO14 CHCRU ABGVE FALSE BOITC44 CtNIHG MUST BE SPACED Hint 111E CC441. LATERAL BRACING At 24"0.C. UAL SPAC116. 3-4-a FlUN 3-7-0 4-0-0 4-3_14 4-2-2 5-9-0 5-7-4 5-1-12 RUN 1-5-14 1-5-14 Max Height 10-1-3 74 PLF 12 �)6 SXS 3670 3151 �42U1 \ 3081 2731 24�81/� IO 6 (7 5 3 ' \`�\ JA /• 1231 \`� 217. 7251 11111 1731 860 o A 660 1681 17130 3 \ \\ 17110 1 13 51 13.5)67 T x 3x7 o 5xa —.2346 5x6 20 PLF 3AB 12 7-0-0 4-0-0 e-6-0 6-6-10 8-1/-6 BUILDING tYPE: Enclosed Residential U-� CODE: Standard Building Code (SBCCI 1991) 1-4-0 37-0-0 1-4�o WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 103S # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. 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) 2cu 4 3-23 -93 O*U CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER !} TRUSS: 37'0' SPEC T-8 DML. 6 ALPINE ENGINEERED PRODUCTS Inc V_R000 2-0-0 LL TC 30 2X4 #2 N SP i ENG. FOR: TRUE TRUSS INC - SDS 1`j41/0 1801 S. GSW PKWY. SC LUMBER PMOJECT: CENTEX 3708 A UAIE. 25 Feb 1993 GRAND PRAIRIE. Tx 75031 7,0 OL TC 7 2X4 02 N SP LAYOUT ID: OF n (214) 660-3940 PLATE AREA: INC-FOR STL l L BC 0 HESS 1 �1V1 745 33.33 DISC 40 2X4 03 SP ADDRESS: SCAT E-:---MEMBER TRUSS PiAlk INSTITUTE Fx(FPI AS MA1 OF MITel) 1/8 1) Looks*SMALL BE OF I"t SVECIFIEG M11tlw.M WADES• 6! CUAECIOR PLATES SMALL BE IIISf KLEO SIMIEIRICA-LI 1x1 IG) ALL IEUSIJ�I CHURi MEMBERS ASS:HEG 10 8E COIU IflUC:ISL• 131 $ lfwlcNES UIEAAI bHRl11 x�Mk RyEA 1114 M1u 1 SPE:IES. NO 191 MAIIMJM"DISI-,f.E COI11E111, OR$ICH ThAI TIME J01111 BRAL:EG 9•E1114CM 3/B' iM111! PL.4MO.30 S11EATHL143, 1/2' 141 L1151AlLAIIGH MIL EtiE:T1i:11 LF Ire IFUSS. FEGIIMEHI, A1C IS Gf n1irEP M-L:HIABLE S STRESS VALUES. ALL IKIEUSED 6i TGPL P C#•'PD SPLICES ARE 1101 PECuMOr-COR f1"G TO _COR Will! IMALL GP hPAC1111i ME14BEPS SPACED I(' P C. IMAM, IEHPGJL RAP� BPACIIIG SnGG bE OWIE 111 ACCCPGAIICE .11. fOR M6141ARE BASED 014 If*LATEST EDITIDI/OF fit f1A- GIPECILI ABOVE A 001 TOM CIAM SPL ICE. .11EESS 110Tt0 OIIIEPMFREN ISE CII IPI BRACIIIG A11G kPECTIal P'-W ICAIIWIS. 111xU1 GES I GII ST AIGAPOS PUILIWI)BF Ing IIATIOR L 7/ V-2WO APPROVAL tAAOEPS: UDC 2342. FnA TCB 2014. SBCC 11) ALL CC44WSSI51I C11G%MEl4bER5 ASSUMEO TO BE CO1A11PJ0•JSL 1761 InIS IASIGt1 CW1F60ktS 1.'_'.AIHEHI IPI DESISH SPECIfICA- FOREST PFpGOCIS ASS"IATIOR 7251. BOCA FILE b6-126 BRACED Bt EIHEP 3/9• ;MIN.) PLfWrD%t ATHIDG. 1/2- 11Wt5 FCA FIETAL PLATE CG142CIEG MULO 1RL'SSES MAG 21THIS OEStftt IS BASED OH CLAM CGBfCTOR RATES Otte BI THIS I FJSS HAS BEEtI DESIGIED FCA fit LGA01116 S-0101 !"100.1 ORIMALL OR SPACIIIG MEMBERS SPACED AT 16' O C. OUAI 171 SIAnDARLS FA lAUS5E5. 31 COIBECIOR PLATES S12ES ARE BASED Bit AXIAL FORCES Ou. Jt THIS WAM1116. I11STAUA7TW1 MO USE SHALL CC41FOAN +MAXI, ISCESS 11OTEO OFHEAMISE, 161 110 MEM6kA GF DE IF-J55 MAI BE Cul GR MODIFIED IH AW IIAt, 41 COTBECTOR PLATE SIZES ARE CALLEG(PJI WIDTH IACAOSS SL01W MIIM THIS OESIU/ 12) ® NO/CRIES BEARIIG LOCAlIC41 17) SPECIAL MAt[x 1110 CARE S—*0 bE IAKEII DUAP68 SHIWIIA3 AMO 01 LE1467M IALOItG SLG1S1 MC let OPIEMIA1101 OF TLE 9., THIS DESIL44 IS APPLICABLE 10 SnORIFP SPAR INJSSES OF fKC1144 OF lA•JS5k$ SEE niB-et FOP PECCMMEIOATIOIIS COI(IG'.AR I/WI -C011FIGIIRATIGI ATO LOAGTIIG SPECIFIED Be FABPICAICA ADDITIC4IAL PLAIII15 FOR HA1fd.11w TRUSSES IS PESPOIISIBILIT( OF FABRICATOR. -ATITICIPATED HGPIZC411AL 1401VENEIIT 1-11004 IGIAL LOAD - .206' 3-8-13 RIM 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 "Bight 10-1-3 74 PLF 12 ' v6 ASzS 3760 320/ 326 � 1*A 3+ 272# ` \ 4241 O 12 fn 2221 \�\ 217# 1 lisp �_, / o \ s� 59/ 126/ 1321 1510 1130 56/ 7x3 •� \ 17131 \�� \ 13 5)49% 13.5167 1 1i 1 7x9 3x4 5x8 3x1 3x7 , o 20 PLF 9x11 !2 12 6-3-6 8-6-2 6-8-6 8-6-10 8-11-8 #2 #a #2 #2 BUILDING TYPE: Enclosed Residential 1-4-0 1-4-0 t!11 CODE: Standard Building Code (SBCCI 1991) 37-0-0 WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 3 Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of .366" (6/16), Index-.297, (L/1213) Maximum Total Load Deflection of .574` (9/16), Index-.31, (L/774) A 2-�/A. 3- 2 3- q3 D/lai A AAA) CLARY OIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 3710- SPEC VAULTS T-9 OMD. i ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 N SP ( ENG. FOR: TRUE TRUSS INC - SOS 54' lp 1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3708 A DATE: e5 Feb 1993 ^ DRANO PRAIRIE. tx 75051 _ 7'0 OL TC 7 2X4 /2 05 SP _I 0_F 1214) 650-3940 PLATE AREA: INC`FOA STL LL BC 0 WEBS LAYOUT 10: IV 546 OL SC 10 2X4 #3 SP ADDRESS: SCALE: -11 MEMBER TRUSS PI ATE INSTITUTE 33.33 TOIAI 4/ ExrFPT A, IAAY urs NOTFII 1/8 11 to-KA SMALL BE DF INC SPECIFIED Milli tM IWACES, �_ ST COItEC"PLLIES SHALL BE 114SIAL.LEG SHMEIPICMLI 01 40t Att CHOW,MENBLPS A55'J4E0 10 BE CfWlfxAi.. SPECIES. AMA 19x kAAIWJM 1H3iSttIW C0111fit 00 SUCH THAI THE.40110 6PALEG 6,Ell,*A 3(B` J4110 P4'*am 5HiEAT"Iti3. lit' .., IS OF WT 099 ALL40AUE SIKSS 7AL1ES. ALL fALUES USED B; TCP C CPG SPLICES AMC"OT PECCw*lAEG TO OCCUR (Mill; LH-AALL :4H IIPACl H6 NEHUENS SPACED 14` 0 c fNF/;. ltw-. FOP 01St G11 APE 6ASfD 01 itf LATEST CallIN C4 )ft IM- GIPEC 441 AWYE A 50tt:N i4HCPC SPI(Cf tAA L4S fellEO GINEPMISt «HHFi1EiDl IN 110AL GESIG"SIME.AMOS PAxIWO ITT 1Hf PAIRS" 7D V-2040 APPPOJAL 04411EPS ;DBC 2342. FnA Tib 2014. SBCC $$I ALL CGMPPESSIC44 C."t,MEMBERS ASSJMEG TO BE CF41t 31IJUJ5l.f15F In15 GESIWI 441FUNN. fwST PRO1OGUCIS ASSGCIA1101 1251, BOC*FILE 86-125 BPALED lir EITHER 3/0' IM11IJ PLINX4 SEATHIOG 112' I10015 Fra ME14 PLATE C44*a... 21 THIS DISI01 IS BASED 00 EL AAf C41EECIOR PLATES rAtf 51 i"IS EWJSS HAS BEEN DESIallED FLA THE LGA0016 500C»III 'Mill i OR OUL OM BRACING MEMBERS SPACED AT 16' o C. OUALi/I SIAIUFAGS F:A IPU55£S. 31 COI ECICA PLATES SIX$ARE BASED 01 AAIAL FORCES OI;H, 01 THIS CAA11101A IHISTALLACIU1 MG USE S+MLt COIFOPR i4AESS WILD OTIEMxl SE. OR IPO 44WAR OF I,* IFOJ55 MAI BE CUT CFH Hrt7G4.."_ Al CORECIOR#'LATE SiZES APE CALLED*A NIDA! tA/J+OS5 SLOTSi BEI"T"!S DESI&I 12: ig HGILAIES FAAP1110 LOCA1104t 171 SPECIAL ""1110 CAME StNAAG 6E IAMEll"114 61 LINGFn 0AL0+6 ELGISt AIA 04 0111111101014 OF Itt 91 TnIS CESII44 IS APPLICABLE TO S"W110 SPM! TRUSSES Of CPECIIC4H DF IRJSSES SEE H15-91 FOP PECC"fAATIO,S SIZE CALL Out Is fit OfFlECTIO14 OF fit FLAK LE1161n, "ffiE)tOfIGlIFxT l4ti -CCAS 6l1RATtfAi 410 LDAP IM, SPECIFIED Of FABRICATOR ADOITICAIAL PLAINNJ FOP HAiIL IIQ IPpSSES 15 PESPONSIDiLiTI OF FABRICATOR. -THIS TPUSS 15 PESIGIEG COO f FOR IEE LOADS 5110111, PPUJISIDII FOR THE PREVENTIgI OF KAMM MUST 8E MADE MIO IS Mill THE PESPCAIS16ILtif OF THE TRUSS FASPICAIGR OP Ct AP(. -MITICIPATEO HOPIN411AL UOVEMEDT UNDER TOTAL LOAD- .284' 3-5-13 1-0-0 RM 2-9-11 6-4-4 8-4-4 5-8-3 5-4.11 5-11-3 RUNU 1-5-14 t2 i2 02 12 02 12 1-5-14 wax NBSQht 4-10-374 TILE 12 i "IQ a 272471 *5 SAS 4700 410► 3F 3394 4084 12 1 2220 1144 ?091 1 f �+ Slfy 1254 1214 7444E 1680 824 2x3 I7i8t 1711# 13.5167 13 5149X Ili o I 7x0 3x4 3x3 3x4 5x8 397 Ixii 2 20 PLF 12 I-0-0 a-3-9 8-4-4 8-4-4 8-4-8 8-7-8 _ 02 i2 #2 02 12BUILDING TYPE: Enclosed Residential 1-4-0 1-4-0 16 CODE: Standard Building Code (SBCCI 1941) 37-0-4 _ BIND SPEED: 110 q* MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD QutDS SHOWN BELOIf UPLIFT CONECTION REQUIRED: N AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: i Maximum deflection occurred at bottom joint 13. Meximual Live Load Deflection of ,347' (6/16), Index-.281, (L112801 Maximum Total Load Deflection of .544' (9116). Index•.294, (L18161 PLATE� TTYPE: D.C. $PACING LOADING IPSF) TC LUMBERTRUSS: 37'0' HV-19 SPEC T-10 DMG, IF 2000 tI TC 30 V 00 2X4 02 DS SP t ENG. FOR TRUE TRUSS INC - SOS 15 4-14 X 2-0-0 DL TC 7 BC LUMBER 2X4 02 CIS SP PROJECT; CENTEX 3708 A rl OAIE: 25 Feb 1993 /0 OF -- SIL. 1 L BC 0 WEBS LAYOUT IO: n1_ BC t0 2X4 03 SP AOONESS: SC ACE .1 H:Y('t4F .1 4AY li4 1-11 H1 1113 It LNiSEF Stank SE OF H+E SKEW Ito Mi/HotAs BNAOES. ._.__ V C014,4LIDA PLAIES SnAlt OE IIIS1AA(LD Stw4i1HICALLI 01- t0) •tt WIST A+0043 H(148t$45 cr;4rtD i0 8E C411 0410.fS I 43! ;)p llliiCAlfS IAUQAI 0--VA5 14w.E4 1"4*111.1 SPECIES. AID ISS 11AA1NJ*403swrA C0111E11, DP S'JC. I1Al THE .101110 6PACLG 6r L1(+EP J/a- Utllq 14.*7:D StEAlmw' I/a, $At 061Ati AIIG1 AIA,T+•('TiAt tf Int i+�55. PEA*AIEW, A/1G IS OF *I"*ALLOWABLE SIAESS 1ALGTIB. ALL IP1.1YS UUU 81 1C CHClAO SPLICES ARE 0101 PECGwE)x11:D 10 GCCtIN 1401• LP,r++tl OP 64ACIl A:41114WIS SPACED 16' 0 c MAI,, KWICA041 64ALIW,SnCul4 OE Ui tE lit ACLC"*Wf Sit" FOR DESIA01 APE 84,510 act 411E tATE61 01114M @ THE ILL- 6114ECIL'I AME A SWUM GA.PG 5MICE. 'xAE58 WILD 61n14W1St :UAI*I1l IPI UA. 11+G AIL LPE..11 a+W.Mri tCAIlu15, Tt(044.CE511101 STA 40APOS Pt18Li StEO Of TINE VATIGIAL 71 V-2008 APPPQtAL IENBE45: :18C 23A2. ft(A ICS 2014. WC II) M CG4PPE SSIrA4 C1CAG HIWA+S A55:A4E0 10 9E CClll lif.10151.151 1115 L*S1w+Cw*(A`Ns T.C:1 Kitt IP1 DES151+5PECIfICA- FOAEST PAGOIdTS A5S�41,41101. 7261. 40CA ME 86-125 OPACEG a,ELVEN 3/8" 4411.4 PLI03M SIEAIMIIG. 1/2• 11645 FCa KIA1 PLATE C,494 Lf, SOW IWSSES AIV, 21 THIS OESIS/IS KASED 011 4AAI CUNECTOR RATES CAS/ 1% THIS IfUSS HAS SEE1 GESIGIIEO FCA Tt4 LGA0t416 SHWI 440114.1 Du,MALt OR D4ACHIG rtl18EPS SPACED At 16' a C. OUtt-111 S1AI+DA%S FLA )PPSSES. 31 CCtr4E IDR PLATES 512ES AWE SASEO 01 AXIAL FOPS Ot8.0. (xl THIS ONAIIII06. WSTALLAT/04 NG USE SIU.LL COECAY t14AXt, tFAE55 Ilona OTtEP*i5E, 161 110 0440EA U IME IFJ55 NAI 8E Cut CA wiDIFiEO Ito ANI 1µt, At C(NrtECirA PLATE Silts APE CALLEo OUT ww" TACRCSS SLOTS) WITH THIS 0451011 121 ® HI01CAVES BE011146 LOCATiGil t71 SPECIAL*PtY.L11IG C44E 5004.0 BE 1A*EI1 GUPItAI 549PPOSS MOO 80 LE1461N IALOtd SLOTS, NG tit OPIWATICH Of InE Sl THIS DESIGN IS APPT.ICAKI! TO S404IEP SP-14 IPtiSSES Of CAECIIUI Of TPUSSES SEE 118 9l FOR/YCC4*Et40A1101IS -CG IGURATIC44 RHO LOAOUIG SPECIFIED 8Y FABRICATOR -ADOITIDIIAL PLATING FOR HRICL1tIG TRUSSES 05 K5POI4510ILITf OF FABRICATGit. -THIS TRUSS TS OESIGIIEO QTLY FOS THE LGA05 5x0011 PPO'I151014 FGR The Pr,EVEtItIGtT OF P40410I14 NUS1 BE NAGE At* 15 Wil THE PE:POIi3IBILII( GF THE IR65 FABRICATOR OR GLIM. -AIITICIPATEG WPIZC44FAL 84OPEI4E11t tA)DEP 1GTAL LOAD .270• 3-5-13 ALII 2-9-I1 5-4-4 5-4-4 5-0-0 5-0-3 4-9-IS 5-3-3 PAIN 1-5-14 02 02 02 02 02 02 1-5-IA 74 PLP max Height 0-10-3 12 ©a L 3830 VIP ��S SKg 396 0 36011 �i 3628 �� 3590 12 ATO ` 3'�Y 222r � / 1 0610 p \ R+ t 16811 15711 1d41 1480 720 o $x3 s11ip 590 17120 07101 1 3.5187 I: 0 13.5149% 1 Y I 7x9 3x 11 Sxo 3x4 3x7 9x011 2 20 PIF 32 a-3-a 30-8-9 5-0-0 7_-4-6 7-7-9 IT2' 02 r2 02 BUILDING TYPE: Enclosed Residential i-4-0 1-4"o CODE: Standard Bultding Code (SBCCI 1991) 4/1 37-0-0 _ WIND SPEED: 110 mph MEAN ROOF NIGHT: 150 TRUSS LOCATION: ($e) area MET Wisp PRESSURE BASED ON DEAD LOADS SHOW BELOW UPLIFT CONECTION REQUIRED: ON; N AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE, No trusses: 1 Maximum deflection occurred at bottom joint 113. Maximal Live Load Deflection of .331' 09/16). Index-.268, IL/1343) Maximum Total Load Deflection of .519` (8/16), Index-,281, IL/855) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF1 TC LUMSER TRUSS: 37'0' NV-17 SPEC �T-11 ONG. / ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2x4 02 05 SID ENG. FOR; TRUE TRUSS INC - 505 �4 1601 S. GSM PKWY. 6C LUM6ER PROJECT: CENTEX 3708 A DATE: 25 Fep 1993 GRAM PRAIRIE. Tx 75051 7•0 OL TC 7 2X4 Y2 Q5 SP LAYUUT ID: "�1 -^•^ KATE_AREA:- IKC-`FDR SIC LL SC 0 WEBS 544 33.33 OL 8C 10 2X4 03 SP AUORESS: SCAT E:� IUTAL 4) F'Ci-ill AS NAY l+t N-r;/U 1!8 A I) LONBFR S-ALt BE OF I-E SPECIFIED MINIMUM SAAMIL �....5! CDIx#CION MALES 5HALL BE VISIALIED SIM141AICALL+ (At for ALL lkl,SIWN CI)Mi MENL"ENS AS'i:A1EO 10 BE CUNT 11AM I.A SPECIES.. MAD 193 MAXIMUM MOISPJAE CONTEMN, OR SUC I IoAi b*.A lul ENACEt:M.EIINEA JIB' 4MI14i M IAID11O SIf+TAttsy, it:' 14! IS of MIW*P ALLJBABFE SIR55 1ALNMA ALL (ALNES UUO 6; TIAs 0"w,SPLJCtS APE NOT NECC-W kN1Xb to C:.'cxN (HNt: 00104k. Zip bo"ING HENBt PS SPACEO t0' A 4 IMAX;. ltw(A--.. FOP 0E513"APE BASED WN INE LATEST MI MI of INC HA- GIPECit'I ASUVf A 001 TGM tSNUItD SM ICE. t:1E.E5S 1G1E0 GTNEPMISE Ct1PHLNT let Wn TIC4AL DESIGN STADO"PUBLISHED BY ME RAVID"A 71 Y-2000 APPA00L IAMDERS: UBC 04Z FLU TCB 2014, SBCC Ili Att CC4M5SICA1 CNCfY'NENMEHS ASSUMED TO BE C0Nl1tuD'JSL451 THIS CESIGII LW*bPM5 ry fORES2 FAMAICTS ASSJCIATIOI 7261, SOCA FILE 86-t26 SPACED BI EITHER VIA* ;Miu.) PLINZ)OD SHEATHING. 112' IIUIS FDR 41Al PIXIE CLtA+tt.tA 21 THIS DESIGN IS BASED ON CLAAf CO4ECTDB PLATES Ole. 0) THIS IMJSS HAS WIN CESIUMED FCA INE LOADING SWAN IMI0.1 DNIMALL UP 6PACNG MEMBERS SPACED At 16' o.C. 4uAlllf 51Atx AGN iGA tAUSSES. 31 CONNECTOR PLATES SINES AM BASED all AAIAL Toms ONLf. Olt THIS ORAMtNB, I0STALLATIG14 AND USE SMALL CONFGRFI ;MAXI. 1xtESS VOTED OtHFM141SE. 161 IA MEMBER DF 1t* )PUSS MAt BE Cut oM wXlfltu 41 CONNECTOR PLATE SINES APE CALICO OJT BICTM tACRGSS SLOTS) *110 THIS DESI3N 12) ® ItOICATES BEARING LOCATICAt 171 SPECIAL HMGt1110 CAPE SIOAD 6E IAMEMI ok*114 5HIPPlin BY LENGTH 01,014 SLOTSt MG led OPIENTATIGN Of THE fA THIS DESIGN IS APPLICABLE 10 SWIEP SPAN TR.ISSES If EPECIIG,N Of ip'U55ES SEE H18-4t fop PtC6WNEIEIAf10NS l IGH -COIF C4PATTCAI AG LD 1)G SPECIFIED Be F48RICAIDA -ADDITIGNAL PLAMG FOR RACtllti )PUSSES 15 RESPOt15lB1U ti OF FAERICATOR. -THIS TRUSS I5 DESIGNED CAN.Y FOR THE LGAOS 5.NutA1, PHUYISION1 FIN+THE PAEVE1ttIOH OF PCNOT)G muST BE RADE AND IS 401 THE PESPUNSIett.111 OF THE TRISS FABRICATOR OP CLAR'(. -ANTICIPATED"IJUITAL MOYENENT LVA)ER TOTAL LOAD .284` 3.5-13 Am 2-9-11 4-4-4 4-4-4 4-6-0 4-6-0 6-4-0 6-7-0 RUM 1-5-14 12 02 02 02 02 Be 02 1_5-14 74 Pit Max "Night 7-10-3 t 12 3281 3331 4020 ( 3x4 3229 I 12 v 2650 1 1 N 6 +a V34� 2340 on \j ttBP 1,010 t77f �I54f 2271 630 591 \\� \ 17131 \ 171011 03.5167 Itt° 135149% I 7719 3x0 5x6 3x7 M 3x0! 2 ro 12 20 PLF i 6-3-8 0-0-6 9-0-0 6-4-8 6-7-0 i2 02 02 02 i-4-o 1-4� �0 BUILDING TYPE: Enclosed Residential 37-0-0 CODE: Standard Building Cods (SBCCI 1941) BIND SPEED: 110 NO MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REWIRED: J0,Z6 # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE, No trusses: 1 Maximum deflection occurred at bottom joint 03. Maximum Live Load deflection of .347" (6/16), Index-,281, (L/)280) Maximum Total Load Deflection of .543" (9/16). Index-.294, (L/818) Y 3_Z1Z_19;ruinp t? w _� �_ PLATE TYPE: O.C. SPACING� LOAU19Ki iPSF) TG LUMBER TRUSS: 37V HV-15 SPEC T-12 � UNG, 0/ "An ^1« 2-0-0 2x4 02 Os SP ` ERG. FOFt TRUE TRUSS INC - SOS 0 LL TC 30 1__._- BC LUMBER PRUJECI: CENTEX 3708 A UATE: 25 FGU 1993 UL TC 7 2xa 02 Os SP OF LL IAYOUT TO.' ETC4 10 HERS 2X4 03 SP ADDRESS: SCAT T! Lt WWR SMALL BE OF it* SPECIF110 Nit1t1LN ORAOES. �T bf CGBECTOP PLATES SMALL BE HISIALt ED SIWETRICALLI Oil JO, AAL 1061!9t Cfk)WG NEtWtAS AS�.AEG 10 8E COMlllltaJSI, SPECIES NO I#8 NAJHrIt N078Tf{CGiVillf. OA SUCH I"AI INE J0E41 BGACEG BI 11144 JIb" .NIM! PI I":AtEATHIfA3. 1/2' 141 it., is Of nt;.HEA ALLal"f SIPESS VALUES, ALL 144419 USE" a, ICP CWAV SPLICES APE flat PfC;MftlkG To YT_Ctlp Ot114; 01,1.441. OR BNACItiG NEM6EHS SPACED 14' 4.0 1000-, tl,WQ,N. e—, FOR OEsial AK BASCO 011 IME tATEST EDil32N of It*IIA- GIPECILI A80Yf A BOTU,*CHOgG SK ICE. 'JILt SS lY iib 010,NISE. GtPRW INf BPA"vlwl .. 1104AL USJQ4 STA10005,i>JKISHED As THE NAII&IM, 7, V-2000 APPWIYAL WJNBERS. VOC 2342. fHA IC8 2014. WC Til At CCAWRL SSIGI CrOCPG NEMbENS ASS:AEG 10 BE CC,It1 IIWJSL n51 I"IN C.ESlts!COtf CA441 IG FOREST PRECAICIS ASSGCIATfOf1 7281, WA FILE 86-126 BRAC£0 81 EIHEN 310, ;NP4 1 Lt rww SKAT#4114 t/2' IiWIS FGA NtiAL PI ATE CL4411,010 NU:.N . 21 THIS OES104 1S BASED al CLAW EGIBEC108 SLAVES OILY. N TOIS IWJSS HAS BEEN GESIWIEO FOR HE LOADIIS 5"01111 INTO T ORiNALL 181 MACIIIO HINBERS SPACED AT 16' 0 L. OUAt III 5l AMOAPGS FiA IPOSSCS, 31 CCA8ECIGA RATES SIZES ADE BASED Of AAIAL FOKES Gt&f, Oft THIS DRA11116. 10STALLA11ril MID USE SHALL CtliORN -NA.), uLEss/817E0 OTIERNISE. 161 00 NENBtP a THE 1w ss NAI BE Cut CA I40GIFtEO!fl A... . 41 C118ECIDA RATE SIZES APE CALLED 0111 MIGTN IAMSS SLOTSI 011H 1#416 OESi(Y4 tai FSNANCATES BEAP06 LOCAIi011. 17) SPECIAL"041A WO CAff SF4x4.0 INE lWill"1160 SHIPPtt*Alit W/4#NOTO tAtOtxS S"TS; AHD iri 081ENTATICH GF TIE a; IVIS OESIWI£S APPLICABLE TO SHORTEN SPAN HNISSES OF EPECIIW!OF TR:ISSES SEt 1,18-81 FGP HECClotElAIATiOt+s -CCAIFIGURATIUI MD LOAL)RIG SPECT IED Fa iAORICAIGR -90111014AL PLATING FGA HAICt1aG TRUSSES IS PESPD1451811,11f OF FASPICATGR, -THIS TRUSS 15 DESIC41ED Glxf FOP THE LGADS 5010/01. PPO'/TSIDU FOR THF PREVEN110ti of PGtDTMG.USI BE NAOE No is iW! THF fiESPottswit.iii OF THE TRUSS FABRICAIGR OR CLAPt, -AI4IICIPATED HORIZU4AL NOVEMEPT L44DEP TOTAL tGAE+ - .302' 3-5-13 3.6-0 3-3-0 RUN 6-0-3 3-3-0 6-6-0 5-4-6 5-7-a RLN 1-5-14 02 #2 #2 #2 l-5'11 74 PLF max Haight 6-10.3 1 12 6 250# 36111 3610 3198 352# f 3x4 3x1 xr 396# 127 6 P" 34111 Sn 4`.ti� `'•� !2b# Bier 13011 1780 10611 2,;3 \� 59# A 1712# i'Io 17it# 13-5)67 I 7x6 3x6 5x6 axe 3x7 13 51491 3x11 ,+2 12 20 PLF i 6-3-6 6-8-6 6-6-0 6-6-0 11-0-0 02 62 {2 02 1-4-0 37-0-0 1-4-0 BUILDING TYPE: Encto6ed Reafdentfet CODE: StwWard Bufiding Code (SBCCI 1991) a2 WIND SKED1 110 mph BEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: L # AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trussa6: 1 Maximum deflection occurred at bottom )pint 03. Maximum Live Load Deflection of .337" (5/16). Index•.273, (L/1318) Maximum Total Load Deflection of .528` (5/16). Index-.285, (L/8411 & /2sqlA T z3 a3 04W RtM � PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER f; TS�� 37`Q' HV-13 SPEC T-1� V _2000 -0 LL TC 30 2X4 #2 OS SP ENG, FOR: TRUE TRUSS INC - SOS !X. TC 7 OIC LUMBER 2X4 #2 ds SP PROJECT: CENTEX 3708 A DAiE: 25 Esti 1993 i -"a S11- ifEB5 tL SC 0 1AYOUT ID: OF 1 Be 10 2x4 #3 SP AOORESS: SCA,LF I) LUAER SHALL SE OF ME SPECIFIED MINIMUM ORADES. 61 COIOECIOP PLATES SHALL OE IIISTALIEO SIMEIRICALLt 011 101 ALL IEHSAtoi 04I110 NEREHAS ASS•.AIED TO BE C01110 -- SPECIES, AAD In MAAIMtM MOISItft CDI11ElN. GR SUCH THAT THE .471117. 6PAEEO 01 E16GR:114' 04110, PLIMOX 906AiH043, t12' Is C0 hlv049 AL"ItA61£SIPESS 7ALES. ALL AALUES USED % ICP CHOP*SPLICES ARE HOT PECOW41 E, to"CUR (HIt4 UR't4AtL OP OPACINO 4E46EPS SPACED 74' 6 C THAI:. +�... FOR DESIGN APC OASEG tot 1E WEST 1106114±110 THE tw f1KC10 AODM A ODTTOM CHORD,"ICE. UttESS WILD O1tETAO1SE. C+F4<E#AT .. 1101AAL CASIO"STA#GAMDS P'Uk ISdo at TATE KATIIAU.L TA 'V-2600 APPROIAL tOLWAS. U&C 2342. FHA ICS 201O, SOCC 11) ALL COMPRLSSICII CHLW4*140ENS ASSUPIED t0 OE CG1IJ1LAYJ .(15# 1416 LE51t4#Ct)tk, FOREST P01000XTS ASSOCIAtITkI 1251, MCA FILE 06-125 SPACEG at EIHEA 310` 4411#.; RtfwwD S1EAT11106, 112' ITG6 FOR HEIAL PLATE L,.... 211 THIS DESIGN IS LASED OLA CLAAt CCtOECTOO PLATES Gl'Y. N THIS TRUSS HAS aE£tl DESI&IED FOR THE LC.AOIHG 51401/1 MIN t DPIMALL TW TYUCIFIG MENSERS SPACED AT 16' a C. (0)AL111 SIA14ARDS F:A}PUSSES. 31 COIECTCA PLATES SIZES ARE OASED 04 AAIAL FORCES Ottt, Ott THIS OPAW114 IHSTALLATIO14 AID USE SHALL C*A'DRM +11AA), UAESS 0D1E11 OTHEPOISE. 16) 110 MEWER OF 74 IAYJSS MAI BE CUT OR I+.... 41 COHECIGR PLATE SIZES APE CALLED WT alai" IACxG55 SLOISt NIIH IHIS OESIDN 11101:RTES 6EAR111010CATIDII. IT) 5PECI AL 1101A ILIO CAPE SWAIA0 6E 1ANEM DUP116 at 1.EI41H TALOIAB SLOTS, AILD it[OPIEIIIATIW OF trd E IRIS WEIGH IS APPLICA&C TO SHUHT£P SPAR TRUSSES OF VIECTIC29 OF TPUSSES 5EE H16-SI FOR PECGHK14tAIUa4% -CCA IGLIRAT Ott ALL LOACIIIG SPECIFIED Sr FABRICATOR -AdDETIL41AE, PLATING FOR HAI"ING TRUSSES IS PESPOIISIBILITt OF FABRICATOR. -THIS TPAISS 15 OESIGIIEG GTx Y FOR 111E LOADS SHO10I, PRO'IISION FOR 10,E PREVE111EUt1 GF P641U11iG NJSI BE NAE£ NO 15 ItGt THE PESP0t45I8ILIIY OF THE TRUSS FAWICAIGR OH CLA.Rt. -NITICIPATEO HORIZ(4ATAt L4U 44011 !AIDER TOTAL tOW- .301' 3-5-13 2-10-0 2-10-0 Am 2-9-11 4-6-4 5-8-0 5-8-0 4-4-8 4-7-8 RUN 74 PIF 1.5-14 02 LAT 02 02 i2 42 02 1-5-14 max Haight 5-10-3 r4 12 a 2790 3150 4191 3140 2167* A t I i A 4x4 2780 32 3x4 3211 1.%� •, + a 1%' �y. 222E// 7 ,7.. 160* ��` , }'9 1180 .._._. p 2k3 \' `1 of 1040 1130 1130 1460 660 in 540 17120 m1 lily I7fIN 135167 ! ?xb 3zB 3x4 5x6 3x8 3217 ! 13.5149% gA11 ,.o.g 20 FLF 12 6-3-8 4-8-6 5-8-0 5-7-8 5-8-8 9-0-0 12 02 02 v12 472 1-4-0 1-4-0 37-0-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) A2 ! WIND SPEED: 110 144)17 14EAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 10 N AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: i Maximum deflection occurred at bottom joint i4. Maximus Live Load Deflection of .407' (7116), Inoex•.33, IL/1091) Maximum Total Load Deflection of .638" (10/16), Index-.345, (L1696) + rZ.V+ 3.23.93 O/Wt! d hEV 3-2 ''13 k �nQ .IE ------- - -_.____..___..__..__._....�___.� _ _TRUSS: 37'0' HV-11 SPEC T-14___._,__._._._____.. dYIG - 1 PLATE TYF+E: O.C. SPACING LOADING 1PSF) °000 2-0-0 LL TC 30 TC LUMBER 2x4 Y2 Q5 SP ENG, FOR: TRUE TRUSS INC - SOS 1 OL TC 7 BC LUMBER 2X4 02 Os SP PROJECT; CENTEX 3708 A 4 GATE: 25 Feb 1993 OF STI WEBS LL BC 0 T AYdUT Id: Iq 13C 10 2X4 03 SP AGUhEyS: SCA# it wwK4 SkALL K OF 14 SPECIFIED RlNIM.0 ORMKS, W CONECIDR 4LALIS SMALL 8E INSTALLED$11114101CALf Oft 101 ALL WISL#1 okm kE141Ek5 ASyu4D to BE C;rilp- SP(CIES, Af0 JU kAAt1xN NOISIUxE ColLIEttt, Da JEJC"THAT THE JOHtt kPALLO 1),till{k 311' +Mint Klwaxt 51#'A1t1/113, 1J2' IS OF 111"11 ALLONAa4t SIPESS/ALUES, ALL MISS USED 41 TCP C"CNO SPLICES APE NOT 14ECC41419010 ID OCC1.0 ikfti; LPfwALt U4 WAC116 ANWAS SPACED 41i' a C, 1AA01. FOP OES141 APE BASED Off Ltd 1001 EDitIOM V ttif/u- DIPEC1LV ASOVt A ROIT3M CMW SPLICE. :BLESS f11itE4 OW14101SE 110141,CES104 STAPDAH65 PuSLIStEO at lit 01taut. 7t Y-2060 APPROVAL MMBEBS: UK 11342, FMA JG 2014. SSCC 111 AL C,,i4'ALSSIV4 U1G14D F+E1411EPS AS56ME0 TO lE CC(0I1Axk4SL45j 1»I5 1ASIG1 W - FOREST PPO"TS A$%,CIAIION. 7266 SOCA FILE 56-125 OR&C£D R+EIItEA 3J#' tklk.i P,VW"W SMEATNING- ill' WA4 FGA METAL PLAIN... 21 IRIS OESUR4 IS RASED Ott CLAW C00111VOR RATES DRAY. 91 IVIS 10MS HAS SEEN4 OES110E11 FCA fit IGADt116 SA1004 �14111.1 0444L OA t1RAC1116 0AMSEkS SPACED At 16' a O. WAt11t SIAI1DACiS FIA 1W155Ea. 31 COt4ECTOA PLATES SIZES APE RASEO 04 AAIAL FORCES OHI#. ON IVIS OAAI11116, 10STALLATIJt AIG USE SNAtL WfOA1 THAI!, UTAESS 110TEO OT1EAMISE, 181 1x1 W14EA LF ttE fAUSS kAt K Cul CM 41 WOECTOa PLATE SIZES APE CALLED OUT VIOTk IACADSS SLOISt 111H THIS OESIOT4 4211 as 11101CATE$REFAW31-MAII011. 173 SKCIAL "Al"1100 CARE St1OAD 6E Will"110_ at LENGtk (ALONG SLOTS4 x0 INE OR1E14TATION OF It* at THIS DESIGN 1S AFPLICA#LE TO SIOPTEP SPAN IfUSSES OF ENECtIG11 OJ 1F+jS ES SEE nW$$ FOR KC1:"teAttom -GULF GUAAT G! kG LOAGILIG SPECIFIED 8V FARAICATOR -ADOITIUTAL PLAIIFIG FOA HAWC1110 IROSSES IS RESPa15101LIff OF F1.BNICAIOR, -1tiIS IRA$IS AESIGIEG a1Lr FOR THE LOAOS SHO1x1. PPO'VISION FOR IME PREVE141011 OF PCOOPG MUST OE MADE AI10 IS 1101 TME AEVOHSI6IL111 OF THE FKSS FABAICATUP OP CLAW. -AFq ICIPATED L"12 AItAL MOVEMENT U1100 IOTA. LOAD - .322' S 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 #2 1-5-14 Max "Right 4-110-3 } 112 8 396# 309# 394# 3890 316! i F 4 i T 12 8 Cs' v 3114 x eft{n 322# i "f 1` S 1230 $113 flat 2x3 i 140/ 1321 106# IGS& 120# 66# � t * Tan 59# 1712# PT v c1 113,5167 1 1712# 7118 3x4 5x7 3x5 3x4 3x8 "' 13.51492 91111 —2 112 20 Pit, -----�----�1 6-3-0 7-10-10 5-3-14 5-3-14 5-2-2 7-0-0 t 02 02 #2 02 1-4-0 1-4-0 37-0-0 /t BUILDING TYPE: Enclosed Residentiat !� CODE: Standard Buitding Code (SBCCI 1991) Q WIND SPEED: 110 mph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: IMS B AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: I Maximum deflection occurred at bottom )pint t4. Maximum Lira Load Deflection of .494' I8/116), Index=.A, [L/899) Maximums Total Load Deflection at ,773' (12/16), Index-,438. IL/574) RECOMMENDED CAMBER: AV &3-n.13 aw) A RE 3- Z-`13 W-1 n0 rn e1 ATE TYPE: D.C. SPACING LOADING fPSFI TC LUMBER --- TRUSS. 37'0' HV-9 SPEC 1-115 DMG, 0 2-0-0 LL TC 30 2x4 02 Os SP ' ERG, FOR TRUE TRUSS INC - SDS DI. TC 7 8C LUMBER 2X4 #2 Os SP PRUJECT: CENTEX 3708 A - DATE: 25 Ft3D 1993 'L ec 0MEeS LAYOut 10: r5 OF .n 2X4 #3 SP AOORESS: ;,- I} LL04M:A SCULL BE OF IME SPECIFIED MIIIIMUk G4AUES. 6! COUCCIOM PLATE$SMALL BE 11151A(LED SrWE1PICALLr GI 101 ALI IL11S1'.,n1 CIROK)MEW1LM1, ASS'-"D 10 IW CLAN HANYAI If• 0 MIUICAILS LAIf PAL UPt•_IIL:NLNUCP I//4 NiM.) SPECIES. MG /9x MA/111!.1 NOISTUIE C.711f141. DA S'rH 11111 THE .1311/1 bPAf.LL b' EIIMCk 3/0" Nllq PL'MOOD SI4f ATHIMJ. 1/2' 14' 1111-1.11AII:A1 ATE.EPEC11 i.M CIF IML 11:•155. PEMM.14111 AUD IS OF niarCP AtLONAKE SIPESS'lALUES. ALL IAt UES USED B: ICI CHCAIO SPLICES APE MOT PECC44MJ ED TO GCCUR IMIM UP�,IFtL GM bRACIPG MEHBEPS SPACED 20' 0.A HIAA:. It W'tArAP1 bOILM".1-11G'.AC bE 111111E III ALCi;NLAMCE MII14 FOP Of 06 ARE BASED p1 IId LATEST EDITION Of IME MA- GIPECIL'I ABO'![ A BO11G11:AHAG$PL ICE. 'JT4 t:1-11u IED tilML WISE �Iwl•t111 IPI IWAL'l11G FIG CPtiIIJ1 P'.WI ICa 11 u15 1014 GESIGTI STNGAND5 PUBLIWIT BI Itd NAI TONAL 71 0-2000 APPPOVAL IIJMKFI& UBC 2342. FMA TCB 2014 SBCC Ili AtL CGw'f•1 SSI C41 CMCMD Hf141ENS ASSUMED 10 BE CGMI)Ir./D'I_L 1151 1MIS I.Ebi.,CufLMM. 1, C'.AWEUI IPI Eflil dl SPECIFICA- FOPEST PPOC4XIS ASSuC1ATIOFI 7251. 80.'.A illf 86-126 B&ACEU Ur FAME& 3/e' 'MIT4.j Pt IM300 SIEA1H111G. f/2' IIU15 FLP&ILIAL NATE Cu-4-1EL IMI`.0 1N.'SSES UG 21 IM)S OESITiI IS BASED GI LLARI CGAECI GI PLATES G►I. BI THIS TRUSS MAS BEEII GESIGIM:D FCR THE LOADIU6 S"Dol ;NUL) D"VMALL OR BRACHIG MEMBERS SPACED AT 16' 0 C. I/JAL 11r SI AIUAIx:S FGM 1PMSSES. 3! COIeELidl PLATES SIZES APE BASED OJ AFIAL FORCES GTI. GI THIS GUMIUG. 111SIALLATI0/1 ATG USE SMALL CGJFCAIM 'MA/!, uA ESS Tg7E0 OTIEFMISE. f6! Iq IET46EP U lIE IFeJSS Mar BE CUT GN 14IXili IED 111 Mar MAI. 41 C01%CIGR PLATE SIZES ARE CALLED O'Jl MIOTM (ACNDSS SLOISj WITH THIS DESI3TI 12) � IIMh ATES BEAPUq LOCA TIG/. 171 SPE=1u MAIGL IIq CAME SMOU.D EE IA"E11 UWIIW SMIPP(ILi M III LET19TM 1ALG19 SLGISj NG ltd OPIEIITATION GF TIE 9i TMIS DESILII IS APPLICABLE TO SMATEP SPAtl TRUSSES OF EFE1-I1GU OF TRUSSES SEE nt0 91 FOR PECC4*WIUAFI1*4S IDI _ -CWIFIGEIRATIGI AIID LOAGIIIG SPECIFIED B/ FABRICATOR -PEPEIIIIVE 14EMBER SIPESSES F10T USED. -ADDITIC IAL PLATIIIG FUR HA1Ea IIID )BUSSES IS PESPOIt518IL17! OF FABRICATCq. -THIS TRUSS IS DESIGIIED GliL/ FOR THE LOADS SHONII. PA01SIDII FOR THE PPE`/EIQIO14 OF PaI0111G MUST BE MADE AUD IS I)OT THE NESPD161BILIT'F OF THE TFPJSS F046PICAIGP OR CLARE. -ATITICIPATED t"IZQi TAL 14OlENE11T LAIOER TOTAL LOAD - .157' 3-e-14 167 RUN 3-3-2 6-2-2 f1-3-11 6-3-14 6-2-2 5-0-0 R� 7 , 135 74 PLF 1-5-14 022x4 2 t 2x1 e2 1-5-14 7- 0 32-t-0 Max Height 3-10-3 1290 920 12 7850 9431 8540 B44e 1630 --- 2400 \ / 4x4 7x5 4x4 \-\ \ / 171# i Pt 2x3 1 6771 3180 2211 2190 3750 470 0 1 I 1/i o 590 31790 ei n ��0 ( 13.5145 1 gx7 5x1 1x7 5x53x0 33770 N 13 51 482 axil �2 12 45 35 6-3-6 6-10-10 6-3-14 5-3-14 6-2-2 5-0-0 1 — ^— 0.+ — -- 32-11-0 1-4-0 - 37-0-0 1-4-0 5140 2201 BUILDING TYPE: Enclosed Residentiat W CODE: Standard Building Code (SBCCI 1991) I2 WIND SPEED: 110 111pt1 MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 8-No N AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No tru6lMa: f Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint 04. FASTEN TOGETHER WIIR 2 Hembsr9 Required Maximum Live Load Deflection of .534' (9/16). Index-.433, (L/831) TOP foo NAILS 12*0.C. Maximum Total Load Deflection of .037" (13/16). Index-.452, (L/530) BOT 100 NAILS 12*0.C. RECOMMENDED CAMBER: .45" , 3-23-93 p WEB fOd NAILS 12'0.C. [ -- FASTEN AT OR NEAR ALL PANEL POINTS. V I,y�I -DO fIOT FAIL OR BOLT THROUGH TRUSS PLATES. ----- CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TSS: 37'0' HV-7 SPEC T-16 OwG. 0 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X6 01 O5 SP ENG. FOR: TRUE TRUSS INC - SDS -/ 1801 S. GSW PKWY. BC LUMBER PHOJECT: CENTEX 3708 A UAIE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 7.0 DL TC 7 2X6 Y1 05 SP LAYOUT 10: IVF I 1214) 660-3940 9--INC.-FOR-STS LL BC 0 WEBS 750 OL BC 10 2X4 f3 SP AODHESS: - ON MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE- , IOIAE 47 f-xl'FPI AS MAY Irl' IlliI!11 1/8 P' I) LUMBER SHALL BE OF THE SPECIFIED M1111HXx/WADES. b! C01AECIW PLATES SHALL BE IIISIALLED SYMMEIPICALL0 O1 10) AL IE,,SI�NI (:IY]1JD.{M1EN5 ASS'.I.{D IU BE Ct 011&"JN I 131 >' IIIDICAICS LAILMAL bHCCIIx MENULR 11N4 Mltl I SPECIES. A140 IBx M.411MAM MOIST f.E CO111EH1. OR SUCH THAT THE .x11NT bRACEL Br E llr{R J/B" .Nl l! PLYMOOD SHEATH11,G. 1/2" 141 11151ALLAIIU1 AIA.Lt.E.111.(:F )I* IR�55. PE"AI{,,1• M40 IS OF III ALL-ABLE STRESS 'YAL.S. ALL 'AM U"`O 6, IDP CHICRG SPLICES APE 1101 RECOM#1JDEG 10 O'CJP IMI H: LP•wa1L 3P BHACItIti MEMBERS SPACED 1G' R r IN":. IEJWCF=Pr B"ACIHS S,w.nG bE UUE HJ ACCO .ICE Mlin FOP 015141 ARE BASED O. 111 LATEST EDITION OF 1HE IIA- GlAtCht ABO YE A BOTTOM CnOIY SPL I'-E. 'JILLSS NOftl:(il,{PMISE CLJRK 1.1 TPI OPAL II.O AIG LPE::I1:J1 P:bLI:AIIGJS. TIDAL CESIGI/STAIGAROS PUBLISHED B✓ In[MATIVIIAL 7. V-2000 APPROVAL##UM ER5: UK 1342. FnA lCe 2014. SBCC 11) ALL CLIWPESS I LII C,1GR0 1EWFIS ASSUMED 10 BE CGITIP""SL Y161 0115 LE SIOIJ CTFOMNS I.C'XPE"I IPI DES15n SPECIFICA- FOREST PRODUCTS ASSOCIAT IDI. 7211. BOCA FILE 66-121 DRALLG BI EiiH{R 3/8" IMIH.A PLWWGCO SHEAIHIPG, 1/2' IICN15 fCR 14EIAL PLATE CL1xECIEL wU:dJ TRUSSES YID 2) THIS DESIOI IS BASED 011 CLARY CrAIECTOI PLATES OLV. BI THIS TRUSS HAS BEEII DESIGHEO FOR THE LGA01116 51101X1 IMI,,I DR•w All OR BRACII16 MENeEPS SPACED At 16' P.c. QUA1111 SIAIA)APGS FJ1 IPUSSES. 31 COBEL]OR PLATES S1 Z'S ARE BASED ON AXIAL FORCES 01LY. 011 THIS WAMIIIG. IIISIALLATICAI YIL USE SHALL CONFORM WAX!. IXAESS IMOTEO OT1(ERxi SE. 16) 110 MEHSEP OF THE IRUSS MAI BE CUT CA MODIFIED 111 AW MAY. AI COAECIW PLATE S12ES ARE CALLED OUT 010TH IACAGSS SLOTS) MITH THIS DE SIOI 12) &B SIOICATES BEAR 1110 LOCATIC4V 171 SF•ECIAI. MYdL1110 CARE Sn01x0 BE IAKk11 DUA114 SHIPPIIQ Y a',LIENSTH IALOFA SLGTS) YO TrE ORIENTATION OF THE 9) In IS OESI W/ IS APPLICABLE TO SnOPTEP SPAN TRUSSES OF EPEC IICA OF IPUSSES SEE HI6-91 FOR PECG1MEHDATIOIJS -COIIF GURATIUI AFE1 LOADIIIG SPECIFIED B/ FABRICAIOR -REPETITIVE MEMBER SIFESSES NOT USED. -AGOITICIIAL PLATIUG FOR HAICLIIIG TRUSSES 15 PESPD1151BILIIr OF FABRICATCA. RUN 3-7-6 3-4-8 3-6-0 3-6-0 3-4-8 3-7-8 RUN 166.5 1-5-11 02 1112 12 02 1-5-14 74 174 PlF Max "light 3-10-3 17-3-0 uA-o 1290 1290 12 6 5460 5630 5460 m - 12 N 246# 2481 6 y I, l3{J .1A 1230 \ 1238 O 1 668 6620 1580 6te0 668 T m m 20158 20150 1 f l i (3.51791 (3.51 79x wo 3x4 3x4 3x9 axe 3xg 45 20 _f'-'--'� 10 PI.F 7-0-0 3-6-0 3-6-0 7-0-0 A-0 L4-U-0 12 #2 5140 5140 1-4-0 1-4-0 21-0-0 A BUILDING TYPE: Enclosed Residential. CODE: Standard Building Code (SBCCI 1991) Q2 WIND SPEED: 110 q* MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: SOLI IN AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom joint 93. Maximum Live Load Deflection of .184' (3/15), Index-.262, IL/1370) Maximum Total Load Deflection of .288' (5/16), Index-.274, IL/675) l.� PEV. 3-23- 93 ,O" Q 'E�/ 3-2�-93 wlnD t�YwS nl-- CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0' H-7 T-17 OWG.V01/_ ALPINE ENGINEERED PRODUCTS Inc 2-0 2x4 #2 Os SP ENG. FOR: TRUE TRUSS INC - SDS .15+1(01801 S. GSM PKWY. �000 -0 LL TC 3p GRAND PRAIRIE. Tx 75051 7.0 OL TC 7 BC LUMBER PROJECT: CENTEx 3708 a uarE: 25 Feb 1993 2x4 Y2 OS SP I7Or '� f2 14) 660-3940 PIKT� RE' AA: IiNC_ I�FOSiL LL 8NE85 C 0 LAYOUT ID: 332 OL BC 10 2X4 83 SP AUORESS: - ---- MENBER TRUSS PI All: INS]IIWIE 33.33 SCM E: lUlAl 41 F�r11'1 nS ranr I+r e1 .0 r, 3/16 I 11 LIA4ER SHALL GE OF TK %PECIFI£O MR/1HU14 CRAMS, 61 CO(SECIOR PLATES SP+ALC 9E I4SIALCEO 5rfr4LIRICMLI of IO} Atl 1E451•.xt lrM)MG MEWEAS•S$:AEO 10 BE CW+11l A$Y.IS1 `IJ _ 11011AIE5 tAtt-A BPA. BE 1116 MFN4 ;HAA"P,} SPECIES. MAD 191 MA7ilf-ft MOI S It" C04til/t, 011%`l'•H THAT t"E.4110, 6f,ALCG 6•t lltt P 3!B• IM111I PL',03(IO SHEATHIIIa. Ill' IA! 143/N.t Alla1 NII:E1 Cll;tt Ci IMF 1t 7ps AEC.4N(Ill, NG IS or HIGHEp ALL:41Ge A6/E SISS AACUES. KI 4Kt1ES USED 6; ICP C-CP4 SPCtCES ARE HOT RECOWEIIOEG to"Clip t"fll� 4R•MAII CIP BNACIMG MFRBEI+S SPAC£G IG' 4 c IMA,; IkMK1 %API BHAC/4t:511V.AG bE OWE 114 AC:LPCAIP:E MITn ` fOR DES Z41 ARE BASCO IKE LATEST 11111311M of TrE ILA- OIRECTtI A11O'JE A BO11CM C.01C SPC ICE. '.+LAC=S 1t rt6 GtIEPMtSE -1"4111 IPI pPACI4G N>G EMF_11GN Pt11t HCA 11G11S. I IONAL GESi111 STNGAPOS PU6CiSHEO p1 THE itAT10HAL 7t Y-1050 APPROVAL 11.J14MRS' UBC 1347. F"A TCII 1014, SBCC 1t) At CGMWt SIGI Cm+fG MfH6ERS AS59mEO TO BE CCITT Ur.N'JSL f$bt THIS GLSIGII CWHF HNHM3 11 ViRAEftl IPI OFS151I SPCCIFICA- iOAEST PpOGt1CiS ASSOCIATION 7251. HOCA FILE 116.125 ePACEG 0,i1UEA 3/11" ;MIN) PLIK"SHEAMI4G 1/2" ItC4S FCA M£TAL Pt ATE CU�E:TEO IW:A Iq;$SES NG 21 THIS OES1414 is BASSO Of.Ct AA(COnECtop PLAICS CAH+. 61 THIS TRUSS HAS BEEN GESIaHE0 fGA IhE LOAOI/111 S"001 '4111.) G4,MA1L OR bOACIDG MEMBERS SPACED Al 16' a C. WAtlir StNnAfWS F:A iAUSSES. 31 [trMECT011 PLATES SIZES ARE BASED 04 ARIA,FORCES Olt7. oil THIS ORAMI146. IIASTKLAIIGI4 NO USE SHALL COtWOAM IMA!!. 111 1,SS 401E0 OTHERWISE. 16! td itEHBEA Cf Ito THUS$MAP 6E CUT CA Ir]GIFIEO III Al"141. A) COI14CICA PLAIE SIZES 061 CALLED OUT plot" (ACROSS SLOWS) Mlt" THIS WSIat4 taiN4GICAIES BEAA0 1113 to-Allal. 17) SPECIAL HMEIl11IG CAA# SHOt1HE IAME+I CAfN+G SHIPPI110 MAC 61 LE145TH JAL046 Sl.OTSi NO THE OPIEI4TAT SHIN OF T1£ 9; THIS 6ESIC44 TS AMICABLE 10 SnOPTEP SPAR t1t'JSSCS Of � EPECIIGH OF IWJSSES SEE HIB-9t FOR 1IF.CGHE1OATI014S SIZE CALL OUT I&_Iljt_kL&CIT IUH. _ -CCAIFIGURATIU11 ANG 1.01.01UG SPECIFIED 9( FABRIC00A REPETITIVE 14EMBEP 511PESSES 401 USED. -ADDITI0t1AL PLAIITIG FLA H0101.114 TRUSSES IS PE5POISIBILITT OF FABPICAIGP. -THIS TRUSS 15 DESIGIIEG GIAY FGR THE LGAOS SHONU. PPOVISIall FOA THE PREYEIITIDII Cif PG40RIG MUST 9E MADE MAD IS 140t WE FESPO(SIBILII! 6F THE TRUSS FABRTCAIGR OR CLARY. AM 4-7-8 A-4-9 3-0-0 A-4-a A-7-6 RUN 1-5-14 3-5-34 74 PIF Min Nrsent 4-10-1 j tZ 273# 2730 b 6 12 - 322E � 3220 tfiot i 861 it9t U 9e 861 \\, 5600 9601 l � 1tn (3.5138% 13.5138% 5X6 34 3x4 3114 20 PLF 9-0-0 3-0-0 9-0-0 1-4-0 1-4-0 BUILDING TYPE; Enclosed Residential 21-o-D -. A CODE: Standard Building Code (SBCCI 1941) WIND SPEED: 110 sph MEAN ROOF NIGHT: 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 7.37 M AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 1 Maximum deflection occurred at bottom faint #2. Maximum Live Load Deflection of .069` (1/161, Index-.098, (1./36521 Maximum Total Load Deflection of .IDB' 12/16). Index-.103, (L/2333) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) YC LUMBER TRUSS: 2f*0" H-$' "- T-18_._ ALPINE ENGINEERED PRODUCTS Inc Yr2000 2-0-0 LLTC 30 2X4 Y2 N SP ENG. FOR: TRUE TRUSS INC - 505 teoi S. GSx PKWY. 8C LUMBER PRUJECT: CENTEX 3708 A OAIE: 25 Feb 1993 -hArAn PRAIRIE, TX 75051 7.0 OL TC 7 2X4 t2 N SP P4AtE AREA .... -...INt.- FOR STH. U. BC 0 "EBS LAY(ItJT I0: icjOF ) - nAA 13.33 OL SC 10 2X4 03 SP AGURESS: Iffy --1- SCAT E: TOIAL 41 r.,isf�t A*, Hely 14 11I'll 3/t6 if Lu1BERxSHALL BE OF INE SPECIFIED MIfHMJM GRAMS. ---51 CGOECIOR PLATES SHALL BE It*I1 LEO SIM1{IRILALCf 01 10) Alt IEIISIL l CIu1ND MEM3ERS ASS.AMED 10 BE COIIIIIAIIP.N. I f3! -A IHOICLIES IAIERM 6HACIIK ME19AA 11A4 Mill 1 SPECIES, Mxl 191;MA/IM'JM Mai S EIRE C.'iIFE141, OR SUCH 1NAI THE ..31141 BRACED 61 El11*4 J/B' iM11P PL IWDJO SIEA/1111L'a. 1/2' 1+, IUSIMtA11Gl ML E14111.11 U 114E TI-J55. PE PMMEN7, UA. IS GF nl01EP ALLOWABLE SIPESS 7ALUES. ALL JNUES USED 61 ICA CnCPD SPLICES APE HOT NECGMEIIDED TO GCCJR INlllr GP��<11 OF bHAC11K.MII4TEH5 SPACED IG' 0 L fMA<1 ItwCPAP� BFALlm S1di.AG BE OCHE 111 ACCLHGMICE HIIM !FOM DESI+M APE BASED TMI UE LATEST EDIT1014 CF 1FE NA- GINECIt.I ABO'wE A BOITCM CHORD SPLICE. 'JIx ESS DOIEG t.LIE FMISE CJNNEuI iPl BPACU&ML tPE C11 G1 Ptx"ICA IIGIS. 11011AL CES1G4 5T MIGARDS P'JBLISIED B/ 111E 11A11011AL 71 V-2000 APPPO IAL 0-44BERS: UBC 2342. FMA TCB 2014. $BCC III Alt l:C4WWE:aS It%II COW%MEI.BEfIS ASSUMED 10 BE CL41111F10'ASt 1151 TM15 LASIGI COIf GWS 10 CURPEIIT 16-1 DESI:41 SPECIFICA- Iopt ST PAOCA1C IS ASSOCIA T TOIL 7261, BOCA FILE 06-125 bilACEG br EI04.M 3/0' ;MI11.) PLrMXO SIEATHIIL /t2- IIGIb FW MEIAL PLAIE CGIWk CIEO WUGO IRLSSES MG 21 THIS DES16ti IS BASED G1 CLAR4 CGEECIOP PLATES GtV BI THIS TRUSS HAS BEER DESIGED FLA lit LOADIIK SHONH IMIO.1 DMIHALL OR BRACIIIG MEMBERS SPACED Al l6' O.C. UutL III 51 A10A%S FiA IRUSSES. 3! CONECIOR PLATES SIZES.11E BASED 014 AIIIAL FORCES 0140. 011 THIS DRAMIIAI, INSTALLATIGI MEL USE SHALL CC/FCRM IMAM, U1A.ESS VOTED OTHERWISE. 161 TIO MEMBER OF INE IFWJSS MN BE CUI CA MODIFIED IH Mu MAI. 41 COINECTCA PLATE SIZES ARE CALLED OUT MIDIN (ACROSS SLOTS! MIT" THIS DESJNO 12) ES 11101CATES 6EARI110 LOCAIIG1. 17) SPECIAL HMIDL 1110 CAFE SNOtAD BE IME14 DURING SHIPPIAO M 01LETKin 1AL01 16 SLGtS: MIG TIE 0011:11A To " TIE 91 1n 1S DESIGN IS APDLICAGLE (O Sr10P1EP SPAII IR7SSES CIF EKC:IIGf OF IF'JSSES SEE nib-91 FOR PECGwfEt10ATIOHS .111 CALL 1 11 -COIIFIGURATIGI I AIV;LOAO111G SPECIFIED Bt FABRICATOR -ADOITIOIIAL PLAIIRG FUR IIAOICLI145 TRUSSES IS RESPUISIBIL117 OF FABRICATOR. RIIN 5-6-4 4-11-12 4-11-12 5-6-4 Rt1F1 1-5-14 1-5-14 74 PLF Max Height 5-7-3 / 12 r Qa 3681 12 S)� 3780 \ 3781 1930 \• 1971 PI 1 i 1 n �- 661 1381 138/ 66/ \� 9601 %00 13.51381 13.51381 5x6 3x4 3x4 3x1 20 Pt 7-0-0 7-0-1 7-0-0 BUILDING TYPE: Enclosed Residential 1-4-0 1-4-0 ('] CODE: Standard Building Code (SBCCI 1991) 21-0-0 WIND SPEED: 110 mph MEAN ROOF NIGHT: 154 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW UPLIFT CONECTION REQUIRED: 73-7 0 AT EACH SUPPORT. SEE NOTES 10 AND 11 ABOVE. No trusses: 8 Maximum deflection occurred at bottom joint 12. Maximum Live Load Deflection of .069' (1/16). Index-.099, (L/3652) Maximum Total Load Deflection of .109' 12/16). Index-.104, (L/2312) aev. 3-23-q3 low r'i 3 w 1 n D rA 1Alz Qe,' l ` •'i CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (P SF) TC LUMBER TRUSS: 2110' COMMON T-19 OMG. 0 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 /2 N SP ENG, FOR: TRUE TRUSS INC - SOS S41(p 1801 5. GSM PKWY. BC LUMBER PROJECT: CENTEX 3708 A DALE: 25 Feh 1993 GRANO PRAIRIE. Tx 75051 7'0 OL TC 7 2X4 02 N SP �(�OF r ^ 42141 660-3940 PLATE EA: INC-.AR - FOR STC_ LL- BC 0 WEBS I AYOUT 10. F Ll 188 33 33 OL BC 10 2X4 63 SP AGGRESS: - MENUkR IRl75S PI ATE INt l I f0TE 101 4t Al 1 r n 1, I SC AI F. 1 T 3/Ifi SERIAL # 1234 RESMANUJ( c ) WHOLE HOUSE HEAT GAIN ✓ HEAT LOSS CALCULATION USING EPI92--FLA/RES( c ) DATA FILES ( BASED ON A .C .C .A . MANUAL J -- SEVENTH EDITION ( c ) 1986 by A .C .C .A . ) _____________________________-_..._____.__-______..._-________...____________________w NAME......._;..L ol.......7 p......Se.1y.a....._L_i..n-R.'s.i.de.......1-............................................................................................................................................................................................................ ................................................................ ADDRESS......._:...1_371......_1.._i nds,i_de....._Dr._i.v ............................................................ . .................................................................................................................................................................................................................. G.I.r_Y.........:-.611.1 a n t.i.C......_E.e a c.h.........._._i_a......3223 3................................................ ......................................................................................................................................................................................................................... OWNER :Centex .................................................................................................................................................................................................................................................................................................................................................................................................................................................................. BUILDER :Centex Conditioned Floor Area 1647 SF Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation ; 30 Deg . / 24 Ft . Above Sea Level Outdoor Winter Dry Bulb ; :32 Deg . F Indoor Winter Dry Bulb ; 70 Deg . F Winter ( Actual ) Temp .Diff . ; 38 Deg . F Winter Temp . Diff . ( wTd ) 40 Deg . F Outdoor Summer Dry Bulb 94 Sieg . F Outdoor Summer Wet Bulb ; 77 Deg . F Outdoor Summer Humidity Ratio ; 114 Indoor Summer Relaltive Humidity ; 50% Indoor Summer Design Grains / Lb . ; 49 Indoor Summer Dry Bulb ; 75 Deg . F Indoor Summer Wet Bulb ; 62 .3 Deg . F @ 64 Gr/Lb Summer Daily Range ; 19 Deg . F -- L Summer ( Actual ) Temp .Diff . ; 19 Deg . F Summer ( User Sel ) Temp .Diff .. ( sTd ) ; 20 Deg . F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 23085 .25 ; STRUCTURE SENSIBLE 11934 .77 MECH .VENT-- 100 Cfm 2090 .00 SENS . + MECH .VENT : 14024 .77 TEMP .SWING @ 3 DEG . : 1 ,00 ; OCCUPANT/APPLIANCE 3000 .00 DUCT LOSS 1154 .26 ; DUCT GAIN 1702 .48 TOTAL LOSS/BTUH 24239 .51 ; TOTAL SENSIBLE 18727 .25 ; TOTAL LATENT 8068 .31 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4847 .90 ; 20% SENS .OVRSZE FTR: 3745 .45 ACTUAL + 204 OVERSIZE : 29087 .41 : SENS . + 20% OVERSIZE : 22472 .70 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT . MANUF . MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE ( S )EER CLG CFM HTG CFM * L © A D C A L C U L A T I 0 N * TYPE Inside Shade Sc Area Lass/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- East Double Clr Drapes/Blinds 1 15 .00 435 .00 690 .00 East Double Clr Drapes/Blinds 1 15 .00 435 .00 690 .00 East Double Clr Drapes/Blinds 1 11 .70 339 .30 538 .20 East Double Clr Drapes/Blinds 1 11 .70 339 .30 538 .20 !North Double Clr Drapes/Blinds 1 24 .00 696 .00 384 .00 South Double Clr Drapes/Blinds 1 18 .00 522 .00 450 .00 South Double Clr Drapes/Blinds 1 18 .00 522 .00 450 .00 South Double Clr Drapes/Blinds 1 12 .00 348 .00 300 .00 South Double Clr Drapes/Blinds 1 18 .00 522 .00 450 .00 South Double Clr Drapes/Blinds 1 18 .00 522 .00 450 .00 Infiltration : Winter Htm ( 29 .71 } x 161 .40 4795 . 19 Infiltration : Summer Htm ( 7 .22 ) x 161 .40 1165 .31 _________ --------- --------- Window Frame : Metal SUBTOTALS: 161 .40 9475 .79 6105 .71 R--Value Area Loss/Btuh Gain/Btuh WA L L S----___-_w_____.._____-_w__--___-______w___________________-_____________._ Wood Stud -- Ext . 11 986 .00 3549 .60 2465 .00 Wood Stud -- Adj . 11 149 .00 536 .40 253 .30 --------- --------- --------- SUBTOTALS : 1135 .00 4086 .00 2718 .30 D0 0 R S________________w_-_____-______-_________-___-_-___-__________________ Insulated Core/Metal - Ext . 0 21 .00 371 .70 109 .20 Solid Core/Wood - Adj . 0 18 .80 417 .36 78 .96 Infiltration Winter Htm( 29 .71 } x 39 .80 1182 .46 Infiltration =Summer Htm( 7 .22 ) x 39 .80 287 .36 SUBTOTALS: 39 .80 1971 .52 475 .52 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1647 .00 2141 .10 2635 .20 FL O 0 R 5-----___..W______--___-_.__w-_..____..____...._____-______----_-________________ Slab on Grade 0 167 .00 Lin .Ft . 5410 .80 000 .00 * TOTAL STRUCTURE SENSIBLE _-_-__w__....__.._______-_..._____-_,..___-_-____________-_w_-_-___w___________._____-___ 23085 .25 17024 .77 _-_-_____-________..._______..______r__-__-..._______...________..w____-________________ Tse CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 5 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029709 Date 2/11/05 Property Address . . . . . . 1660 N LINKSIDE CT Tenant nbr, name . . . . . . REGROUND ELECTRICAL Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -------- ------ ----- ----- ---------- -------------- REICH AMERICAN ELECTRICAL CONTRACTOR 5065 ST.AUGUSTINE RD #3 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 737-7770 ------------------ ---------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . Fee summary Charged Paid Credited Due -- ----- - ----- -- -- ------- --- --------- - ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 �u PERMIT LS APPROVED ONLY IN ACCORDANCE WTTH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA WELDING CODE BUILDING OFFICIAL C- -t Z)ZI,1+ CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date:-- Property Address:,j Owner: Telephone 4-- Contractor: (W?f Ica Telephone 4: a-3]--11-)6 Contractor Address: U'5T'Pe V Fax #: 11 In cor-,siderat"Ov of permit giver, for doirg the work as f-o-ln) accordance: described n the above statement- we hereby agree to pc7 i accoTdancwith the attached P12,ns and specitications which are a part hereof and in accordance with the Cite of and standards of 1200d practice listed therein. Trailer'Type- ser-vice; 40 Residence 0 Temp. 0 Nein bcaaedoner ad Commercial ) signs D lnc7 case Ori;Ilc.'-Si1r Ole -.I: Pe-mqnn. Fe-wirc Sq. Ft. W Repair Conductor S;ze: COPPER i S�eitch or Breaker AMPS PH W VOLT existing SU-voc AM S 00 1 ()_JPH Lsize VOLT Pic Na SIZE NO SIZE N0 SIZE. 1 Lighting outlets CONCEALED OPEN Receptacles CONCEALED-. OPEN bicandes, Fluorescent Fixed OVER BELL -knpiiances j TRANSFER. lk I K?-RATJ ,G H.P. RATIN, -T CffjNG COW. MOTOR OTHER MOTORS AMPS HEAT 70 0-1 H-P. VOLTAGE PH 1� _ OVER I H_P_ FSS iransfarmers '`O- KVA NO. KVA NoNcon Transf. T:,a. �m U r� 8030 '4eminoleRoad - atlantic 13-ashch, FLOvida 327.33-5445 Phone: (904)747-5800 . Fax: (904) 247-5845 - http://,svww.ci.atiantic-beacb.fl.us j 4 ,, ` DEPARTMENT 4F 8U14DfNCi CITY OF ATLANTIC BEACH . p 2'I' ;II F0 91 A'T 11 ------ ` ------ � LOCATION jN�`CMATION _-. . Natst►b s ' '0 A.ddre s: 16 04 LINKWR COURT NORTH Fa i t ;"' 1wI SC ' t CAL ATLANTIC, BEACH, ?LOR tDX ass 1' AD Rt fnriN �---_ C .tr. WOOD l A E � Lot; � . ., Bloa k. ectign� a used Use 00oLt A , Town a RNC: f� 1 nAlli ,gs: Cor Subdivision: BELVA LINKSIO ' tte VaIu+°�; I .f3D rs r€ v. Cost' S0 .00 . _ 35 .00 � n $35 ' 00 ' � '" ".+ ,".. � `"'" APPLTCATIflI ----- ION ..... ,w PERMIT . $35,00 Add, S pt,, COURT NO"H � NA PAC E'RE Or ' :N ` ► R � � �' �� ATA ' B . RADON OM-H R AT �. . ___ RADON CAB 5t � $0 .00 Sa _, AS N ► C*TRL��,.,..u `NACT- 5 :, CATALk '�VESt D1 ; I Citgg�o��f Atlantic Beach E e t�ISTOMER RECEIPT Uper: DSMITH Type: OC Drawer: 1 r Date: 2/11/05 01 Receipt no: 3109 Description Quantity mount BP BUILDING PERMITS 1.00 170.0@ 200,5 29768 BP BUILDING PERMITS 1.00 $70.00 E Tender detail CK NECK 7213 1148.00 Total tendered $140.08 Total paysent $140.00 Trans date. 2/11/05 Tine: 8:41:29 I LANTj�, CO F�0R1�P OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE G() C-. 'til. • 3 . 0 5 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted &i 29Li L_L(7 (-a c--17R tCA--( '5: viA �L $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered,any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors EHEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. CITY OF ATLANTIC BEACH, FLORIDA wo Am alle APPLICATION FOR ILKTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: NAME�TC.UJ C7`c1 ADDRESS:--L6�� L-1 t�1�S 1 c�.C�C�-� t �y n RF ______ QBOX..,.__._„ BLOC.SIZE `^��,�`� 1� �, BETWEEN: I�zmA-4 C:�t1 1rCikly e RES.lZ(1 APT.( ) COMM.( 1 PUBLIC l 1 INDUS.l 1 NEW( I OLD( 1 REW.( ) ADDITION( ► TRAILER I ) TEMP.I 1 SIGNS ( ) SO.FT. SERVICE: NEW l 1 INCREASE( ) REPAIR l ) FEE CONDUCTOR SIZE AMPS COPPER fM TCH OR BREAKER EXIST.SERV.SIZE AWS IPH I W VOLT RACEWAY FEEDERS NO. SIZE IND- SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPINJ TOTAL RECEPTACLES CONCEALED OPEN TOTAL + 0.80 AMPS. 7.1.100 AMM. swITcHss INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMM. OVp1 ADPL IANccs I BELL TRANSF: AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT a� MOTORS H.P. VOLTAGE PHS NO. 1 NEtR. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 00 V. OVER 000 V. t j !d cc 51, P 0 D D L � -rA FFILTER- Vl QLUMEURNO -UMP - �iJ ;03 STEEL. BARS 12" D.C. � I E EACH WAY-THROUGHOUT POOL 6" MAIN DRAIN �y �-HYDRO-STATIC i RELIEF VALVE !I " L O N G I T U-D -I W••A L S E C T I O N 'i NOT TO SCALE POOL DECK---_ 3%" CONC DECK (PEA HOCK) ((; WITH KDOLDECK FINISH -2SOO PSI I C- �. 6"x6" CERAMIC TILE 93 STEEL BARS _ WATERLINE 12" O_C. EACH WAY THROUGHOUTt 6" CONCRETE FLOOR `.• ±'' ' -' t =3 STEEL =i=! TEEARTH `HYDRO-STATIC RELIEF VALVE RODS r - i MARCITE . 3 C R 0 S S S E C T I O N 2 t "LIT TO SCALE -; POOL DATA ` . R VOLUME - 1 88d.RAl TURNOVER FILTER i - PUMP ' �#3TEEL BARS 12" O.C. EACH WAY-THROUGHOUT POOL S" MAIN DRAIN HYDRO-STATIC f RELIEF VALVE jl i - L O N G I T U•O •I 14,'A' L S E C T I O N ,i If NOT TO SCALE t {: POOL DECK-_� 3X" CONC DECK (PEA ROCK) 1 { WITH KOOLDECK FINISH -2500 PSI '1 S*xS" CERAMIC TILE 93 STEEL BARS _ ,_. WATERLINE 12^ O.C. EACH VKY THROUGHOUT 6" CONCRETE FLOOR _ ;•: -_ t3 STEEL '!''= TEApH HYDRO-STATIC RELIEF VALVE RODS - •�' • ' • _ i MARCITE - _j C R O S S S E C T I D N 4 f � NOT TO SCALE .i CITY OF ATLANTIC BEACH APPLICATION FOR POOL PERMIT Job Address- 165�) LlN.ksj= `, aA( Lot It Block Iful-,44 k6u Subdivisions Owner 4' Address 10© L-iN&ij= cc-44,+– �,Ldl, jr Contractor—64 Address � � 'ee4cll BIVC1• z'- W1 �- License Number Gp--CQ�jA(6d Valuation* $�� clPi� Gallons 0 SITE PLAN e7 P per r - a of ru tD rear Signature Owner ' to Signature Contract � Date .; � ' 1994 ��CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time / /� A'. Received ' 33v P.M. t Job ress Locali Owner's Name _ r _ BUILDING CONCRETE EL TRICAL PLUMBING MECHANICAL Framing _ Footing Rough Wiring Rough Air Cond. & Re Roofing = Slab Temp Pole Top Out L Heating Insulation = Lintel Final Sewer L- Fire Place Pre Fab READY F i SPECTION A.M. Mon. Tues. Wed. Friday / G Inspection Mads / i t � -- --P M. P Final Inspection Certificate of Occupancy (D � /�.___ date —� eVO 006 �ouvdoa ll°adsul N / 10i1°l°Su aLp •N!'d P 6�1t asd hay�5� ta�w� 6ww .5,''riu"'. dSN51j _ geto � N5p'155�� p51�� t�ut3 r, Euro d � auseN al°d dyel ��5y0� s sauMO a5 Njd saM /D bull..M y qe3 asd 100 60). ��'t9 p i� d qoC e as13 q6n '►d�5 ssaspp eo ld Woo L J �us�aa H �Nlg� 9a"`1 .Puoo a t , v r'} ete0� !{. CYAl moo oN pwsad o��n�3 �3sasl 10 Al 40 r►�.�•rr►�w. t 6AM66 iohg dos N-W- Notfir'r Jolf Irn[rAnt M UUMICAT[I fullwtt U IIIIIV cvxtcent: The undersignod horoby informs till concerned that lmprovomonts will be mado to cottain rorl property. and In accoidanco with soctlon 713:13 of (ho Florldo Statutes, Ilio following Information Is'stai d In this NOTICE OF COMMENCEMENT. -�-- Legal Oesorlption•of property preclude Street Address. it available) .:.'.f:.l...t-T..+....�l:u..�.••tRAQ.•:..:•.•.•. ................................ .........................................:......:..,:..:.:...:. :.::: ..::.;...:: Oensratdescription ofimprovements ....................::.:i::•.:;::::.•.:;;;gets is. , • ..•.•............•...•..•....•...•.................................•....•..........••..•.......•..i.•.::.;•.:..::.: ....... .......... ........... ............. ...........,..........................i..:.:..::....:::::::.,.:::.: owner..... J1`��......'��CI"►'�^V...... ..r....• •...:........:...:.:..;is.:9:;:i:i::i:i.::::;;. /Address .... ti cLu.t:)h..:4'."..t ....: :.: '.9.:::::•..:•:..,/ Owners Interest hr site of the hnptovonrent .............• •.I..; i•..::I;.;;is;..; :::;:;:;:i s •Fee Shnple Title holder (If other then owner) Name ..............•.................................................1........::.....Iasi i::.::::.:::�::;:;;:i::: Address ............&v�......................................................is.0.a...::: 9;i:;::;::::..::.:..:. Contractor.... i'.i '.• .ITi'..' ...:..................................i::•.;::::&::;:iii: Address ....:Y:..{.. ' ..� L�.i....T.ft:i::.:.'.Y. •..1..�-.............::: Surely til enY) ,...•.........................................:............ ..i.:.:..:.:::::iii::.�::::::i::.::.:i..:. Address ......................................................................: Amaiint b)bat1d i.:::...:.i.... Any person making a loan for the construction of ties improve intents: . Name •...............................................................................a..0..•.••...•.•......;.... Address ............................................•................... .w..•i:..:•:.i::i:::&:::iii:::i::::::•:•:i f oison within the State of Florldo doslgnalod by ownor upon whom notices of otfiir dobWobhO h10y bi.iorvftd: Pfante• ...... Address ..........................:.......................................... ...::::..::::::::::.:::::::.::::.::.. In addition to.himself. owner designates Iiia following person to tacelve b COO of the Uehtir'a Notice as provided In Section 713:13 (1) (h), Flotlds Statutes. (Fill In at Owner's option). Name Address 71111 srACR F011 fllCO1101"'a W!ONLY ��/�--��• •� //// �}�� ::... S LINKSIDE CCURT NO 721 PRON (12.4) X64 j� 7.5' J.E.,1fSMt. ` 14A B o, 77_ 11.50 I 11.OU 3'70 7 -t t.� ¢MIN 11.SYJ -�� F.F.ELLE 14.66 F6 ,ING 26" M.M. w f i U.5U 1 rzo AT10 ,wa fi aobi `_ � --FtrtlCltiG 5SA1� Q BENCHMARK (HIGH POINT USED TO DETERMINE A.B.M.) COMWaIYY:' LOT: 129 UNIT 2 8 PAfLente/"� Homes DWG.: 7 .2 3 �L_2. D W G FENCE: 104 DATE; 03/03/94 FLATWK: 930 NORTH FLORIDA DIVISION DRAWN BY:A,J.B.. FtlDlN. TYPE: MONO SCALE: 1"= 20.00' CITY OF ALTANTIC BEACH COMPLAINT MANAGEMENT ;yS �IcEN (date/time) C coMPLATNANT: Last Name First Name ADDRESS: 16 I&J as (-OF cj,-!,Y/STATE/ZIP: T ELEPHONE: (_) COMPLAINT: IJA tl6w_ (c /A-1 10CATION: 6, L ou PROPERTY OW ERS PHONE: Fl,OPERTY OWNERS NAME: zu DEPARTMENT FORWARDED TO: ,:I u ( colll,LAINT TAKEN BY: —0 I-Z- I? DATE/TIME: OFFICE USE ONLY INVESTIGATED: (date/time) 9 — -9 � ASSIGNED DEPT. /DIVISION: ilz�0 PRIORITY: T14VESTIGATOR: P75 74, 10 CONDITIONS FOUND: > 157 (12 00? 1 4 IU F-12 Dc ok ff� /Z y ACTION TAKEN: L-tv OfF-� r-Y-c- J'S Ct6s 4- c- 9- COMPLIANCE: NOTES: T 1-2 /A/ 0 0a(4 ' POOLS AND SPAS September 15, 1994 Mr . Don C. Ford ' Atlantic Beach Building Dept ' Atlantic Beach , FL 32233 RE: 1660 Linkside Court Lot 129 , Selva Linksi�e Dear Mr . Ford: Please accept this letter as certification that the swimming pool located at the address above has been steeled and grounded to the specification- as submitted to Atlantic Beach (Permit # 9072) . t t L4 my coio..tMIS N0%Y Public Undei-imllers � � ' �� '��-r� � � � ~- -- ��hJ�' � �D^� �7O�'�� --'�~'c, �^'° ^�~''n'c� oo1BEACH BOULEVARD State Certified License JACKSONVILLE BEACH,FLORIDA suo5oNATIONAL wop'c044080a#cP-c0*4081 (904)246-2666 �� //-�_� CITY OF 14u1�1C B6aC,4 /n�-rt411W.4& Office of Building Official C� REQUEST FOR INSPECTION Date / Permit No. Time A.M. Received ��. P.M. Job Address Locality Owner's Name Contractor /� �/ �� BUILDING NCgEfT�F� ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab G Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ S 4el, Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Friday P.M. Inspection Made S �9 urs. Inspector - Final Inspection ❑ Certificate of Occupancy ❑ Date i 9072 DEPARTMENT OF,BUILDING' CITY OF ATLANTIC BEACH i INFORMATION , -�--�= LOCA'10# NFC�RI!�ATION ` Addr m t Number: 0KDE COURT NORTH~ Permit Type: SlWl 3MIN0 -POOL ATLANTICAEACR, OItTDA 32233 ip"'I ass sof wrazk. NEW . _. .- _-_ ..----:..�-- LEQAL 13ESCRIPTION :rC- nr x Type: CO? CEE Lot * 129 Blook: atic : `Prtapc d Use,: POOL/SPA , Township. RwjG. 0 Orel I ings : 0 Calot 0 Subdivision: SZLVAI , LINl($IDR I ri arov. Cos : $0 .00 Total a ,: $30 .00 '��AouPt AN9 r - „ atk TION , ,,. .�..., APPLICATION FEES � .._ B PERMIT $30 . 00 IDS COURT NO",H Wei I�dPACT` E'ffiR � a0`.00 14', y fA 0 "Ftp FLOR I��.'"� � ebk Lk[ k` ' ,may 1""'i yk p}n�,;.y�yp� +p{��y M,'yyM1j` i L ti 4 "' N 'STT#+R iw1dr Y S' A4 RADON "�-H. . S. $0,00 _-_ -- -� �'ORb1ATIO1'� RADON CAS' 5% �} OC1 Name:me: URF � � P LS � J A"," CAP�TA.L� IMPR VS �' ._ .. 0_00.. w_. ti SEWER TAP , - 0.00 SACK LLL 8VA H, FL 32250 CROSS CONNECTION $0 .00 . 6 Type: t3 BE��Ctt' H T PA+"T 'FES SI? ,00 a „ CONS 3 .'SU1F CHA .G r ' ..� N ES: NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH ANO DEBRIS FROM THIS WORK MUST NOT SE PLACED IN PUBLIC SPADE,AND MUST BE CLEARED UP AND HAULED AWAY Y EITHER CONTRACTOR OR OWNER � ,tea► ` FA I URE TO CCsMP�Y WITH THE ,MECHANICS' LIEN, LAI CAN RESULT IN THE PROPERTY OWNER PAYING TWICE.FOR BUILDING IMPROVEMENTS." ""U ACCORDING TO APPROVED PLANS WINCH ARE PART OF THIS PERMIT ANC? SUBJECT TO REVOCATION FOR �T60N OF A0PLICABLE PROVISIONS,OF LAW. WX 40 60 411 $ o 14 ATLANTIC BEACH BUILDING DI;PATMENT Date; 9401 ; 0461478 � OECKS . 24008 By: