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Permits 1307 Linkside Dr (vault folder) PERMIT WORKSHEET Certificate of Occupancy Job Address: Type Work: 130`7 LtNI��I�oE`�12 . Property Owner: � Phone # �4Z•Z�� Contractor: Phone # �v-rt-t�fZ.� �01•-{.E��. �8�-9 Z� Permit#: b- - Zg..T`�,..1 Date Issued: 8- t o c4 Building Inspections: Footing c -- Z866Z •c--Slab - Iq Tie Beam Lintel Nailing / Sheathing Framing / Cover Up Insulation Final Building Tree Permit# �^ YES NO Electrical Permit# � Date/Copy to JEA Temp, Pole Permit# Date /Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA Temp. Power Released to JEA i Temp. Pole Released to JEA Final Released to JEA Mechanical Permit# I Inspections: Rough Final �} Plumbing Permit# Inspections: Rough/ Underslab Topout Water/ Sewer Final Drainage Inspection: 1 Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# Inspections: Nailing /Sheathing Final (- Fire Inspection: Failed Inspections: Date Paid: a - Date Paid: CITY OF ATLANTIC BEACH — J 800 SEMINOLE ROAD - ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 h Application Number . . . . . 04-00028797 Date 8/10/04 Property Address . . . . . . 1307 LINKSIDE DR Tenant nbr, name . . . . . . ROOM ADDITION Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 11000 Owner Contractor -- ---------------------- ------------------------ KOPP, RUDELL SOUTHERN HOME PRODUCTS 1307 LINKSIDE DR 5700 GRACELAND ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32205 (904) 242-2666 (904) 786-9241 ---------------- ------------------------------------------------------------ Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 85 . 00 Plan Check Fee 42 . 50 Issue Date . . . . Valuation . . . . 11000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 85 . 00 85 . 00 . 00 . 00 Plan Check Total 42 . 50 42 . 50 . 00 . 00 Grand Total 127 . 50 127 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ,Q) ,,- C • BUILDING OFFICIAL PM 3 All Type "B" XX Horizontal Slider Windows are to be Removed and Stored When Projected Winds are to be in A \ � Excess of 65 MPH APPROVED ;;11'r Ur AiLAiVTIC BEACH BUILDING OFFICE S AUG 10 2004 V3 By: 5 v A t0A 3xsCS {, (a Io � 4� N AJ N -, 4 r $(a; ►J � � 3 a -7 Z� Ic,�o. �r bu)YcW qW uc�— � Ir /G c � gwo U8C CXC0107-6 r✓� -n N� "' .� b o yrs �Dc� C��e L-� 7S (o— gow/ All Type "B"11-X -C,_Hor_izontaL____-7�3- (59OS-OW Slider Windbws� YVY ta� '0' Removed and St&6d VVh4i Projected Winds ar(W Oe W04 tc CA(oo D 2v� -16 Excess f 65 MPH ti wZ6S ()00 i Z R JUL 2 0 2004 Cit yy o��f Atlantic Beach **e &&TOMER RECEIPT *" Oper: DSMITH Type: OC Drawer: 1 Date: 8/18/84 81 Receipt no: 772254 Description 28797 7antity Aeount BP BUILDING PERMITS 1.88 $127.58 Tender detail CK CHECKS 6293 $127.58 Total tendered s"' Total paysent Cc: r,,Lyr CITY OF ATLANTIC BEACH For L. Hi ins BUILDING / ZONING DEPARTMENT r ' 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # C)4- 6-7 97 � Property Address: O t P-1 K's 1 O Applicant: 7a ug-ttlz: PJ 44b Kii (Z-00 CTS Project: �' �Y1/\ AV %'Ti 61J 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: f o 10c-( V/� m � i e . City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904) 247-5800 FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION , FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX ) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) T JOB ADDRES t �J I J 3 z _ APPLICANT clahh ADDRESS U HONE: '~ 4 LEGAL DESCRIPTION: BLOCK NUM140 ��e LOT NUMBER y -jZZONING DISTRICT� CONTRACTOR L ./� ) ATE LICENSE NUMBEERj j3 C 0 417171 ADDRE-S-�S-y�6 ) -O 9 8 PHONE (��go�/ 7, ?p -�AAII CITY��1 %f X STATE ZIP r -� FAX �4 V`"C) r7 F 3 —©ciO S DESCRIBE PROPOSED USE AND WORK TO BE DONE CQ/0f0J_ J d0iYl PRESENT USE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION / �h0 Q 0 0 Is this an addition? C'`7 If yes, what are the dimensions of the added space: 2_ feet by—/S` fleet Will the added area be heated and cooled? A New electrical or increase in service?' New plumbing fixtures? New fireplace? A) New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? NC If yes,please sub }mit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL z MATPUAL NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone: (904)247-5834 6/18/02 STEP"3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach,FL 32233 Telephone:(904)247-5826 " In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent, including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL rFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNS DATE I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND T E PL AND RTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR DATE i v� ADDRESS AND CONTACT ORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPL(I�CATION (PL ASE PRINT) I` NAME q MAILING ADDRESS 3 � Lit,) ItS d Q, bOt D, 16c, FL., � PHONE 9 A 2-y_—o1fV(v_ (,, FAX E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS l DAY OF 6 r �/!�4' &-0 STATE OF FLORIDA, COUNTY OF DUVAL wv WILLIAM M.MILLER NOTARY'S SIGNATURE MY COMMISSION#DD282828 , EXPIRES:January 20,2009 1-8003-NOTARY F,.xnt v D;.Cnnnt�.n�.Co AS TO OWNER Wproduced ersonally known identification " Type of identification produced fuo 1�-j U 0 A),C QJ AS TO CONTRACTOR: Personally known Produced identification Type of identification produced WILLIAM M.MILLER 6/18/42 MY COMMISSION#DD282828 EXPIRES:January 20,2008 � 1-8003•NOTARY FI,Notary Discount Assoc.Co. �' . .. :i ,PA C3 lip C3,_ co G V) ONE 4STORY AN3D OD o � fes! � Za��F CCHpq 5Q.?T 40 u SEED ` C .. :� ^� CJ`_ _ tom• FtOf T WA ►C ALT oA— /// I�.3�' x /3�� w✓t TN Fool S u �� 5� L7� ( ti�� I� CONSTRUCTION SITE MANAGEMENT PLAN Ord. 6-18 —Requires contractors to submit a construction site management plan to include the following: (1) Location of demolition N/io, (2) Grading and drainage surface water management plan to comply with Chapter 24 Article 3 and Section 2467. A�10, (3) Parking plan showing off street parking. M16 (4) Fencing plan locating fencing on at least three sides of property. w (5) Location of construction trailer and loading/unloading area. (/U 1(4 (6) Location of chemical toilets. fi ta, (7) Location of dumpster(s). N '0- (8) Traffic control plan showing access to project. IV� (9) Other activities where special conditions exist as approved by the Building Official. The complete ordinance may be obtained at the Building Department, at the City Clerks office, or on line at Municode.com r . Cc: CITY OF ATLANTIC BEACH BUILDING / ZONING DEPARTMENT s 800 Seminole Road Doerr Atlantic Beach,Florida 32233 t) ., ,. (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # nL4 - 2 8 -7 9-_ Property Address: Applicant: _ L=tE11LL Project: �t-t . ,�l�p 171 o� This permit application has been: Approved El Reviewed and the following items need attention: Please re-submit your applic when these items have been completed. Review By: � Date: 8' 3 Ci; —— re fpoE PNnnM►0 xoning, subdivision and eth r T development requbit approval for the issusnoe of Pte• With FiorWs 6uk*%C*ft b (pCat, state *Td F i PAD iZ 1 CL Q moat be v~ Batch sulHd ft 9utidma Perm& c- i ADprov4d Of. Jrj c l'i`d l w M y'� j AUG 2 2004 % + st- z . , �' pis BY :'tet a c) 40 oe- zo44 D) 3477o, 23,' �' , `..`-- -7 -A._A i j IINKSICE r' tom• mc"IRt VE x wa e� N �/L 11:56 u 3 All Type "B" XX Horizontal Slider Windows are to be Removed and Stored When 3` f-b Projected Winds are to be in 1 s '� � � Excess of 65 MPH IV P � U 3x��s 6 to t0 C�v lb N �� -nw� o►.b b o � � 32Z0.� 6?6Y — 7S (-- QZ"(-1 All Type "B" XX Horizontal 7Y3- Slider Windows are to be 12,,b yp uy-� ' P- Removed and Stored When Projected Winds are to be in ✓ ¢(��p Zvi Excess of 65 MPH boo ( Z- log � JUL 2 0 2004 n � CITY OF ATLANTIC BEACH r y 800 SEMINOLE ROAD J � a ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 F� Application Number . . . . . 04-00028663 Date 7/21/04 Property Address . . . . . . 1307 LINKSIDE DR Tenant nhr, name . . . . . . CONCRETE SLAB W/FOOTERS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1800 Owner Contractor ------------------------ --- ----------------- ---- KOPP, GERALD OWNER 1307 LINKSIDE DR ATLANTIC BEACH FL 32233 (904)242-2666 --------------- ------------------------------------- ------------------------ Permit . . . . . . BUILDING PERMIT Additional desc . . SLAB ONLY Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 1800 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total 20 . 00 20 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 .a PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL Cc: CITY OF ATLANTIC BEACH S` f BUILDING / ZONING DEPARTMENT Sn 800 Seminole Road t s� Atlantic Beach,Florida 32233 (904)247-5800 J,31� (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # C,,N - 2-S Ci(,F 3 Property Address: j 3C ''7 L rrn k s, cl c L- t' Applicant: tzt( rl Ke.�p Project: 0r j1(` rt j- t t2c erS This permit application has been: ED/Approved evie ed and the owin • ms need a .Ls Please re-submit your application when these items have been completed. Reviewed By: Date: �,� ,7 J Cc: CITY OF ATLANTIC BEACH p BUILDING / ZONING DEPARTMENT s.�oerns9 l 800 Seminole Road =— --—� Atlantic Beach,Florida 32233 (904)247-5800 ilk (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # ('/J-J - &U Property Address: 16U'-7_ Applicant: C1('1--C:(-( c) K;.2 Project: , re �I a This permit application has been: pproved Reviewed and the following items need attention: --"4-41c"O' Please re-submit your application when these items have been completed. Reviewed By: Date: c/) 2y� / T Qe'\ .. .... ..... .... .. . ...... .. . .. U. . �p QiS_ s row CA s`` _ � l � __. _ _c> 2 _ � r� k -e _ � '� �- � �' ��-�- .s,�� CMZ? ��/ ►s �c�� . �l Conc-r a b 6:54 art )i Cf CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION =" (Alterations& Additions) '��JFil�r CR-.Lt 0 Date: A Job Address: Owner of Property: 1✓ Address: © � 1<'� & elephone:�L � -ar'o6a, Legal Description: Block Number: Lot Number: Zoning District::SE 1.)/U' 'Si Al; VILI l t Fr ,�I((r.. e License Number: 1 - Q (`� Q ac or: pp ,{ Contractor Address: S 5 ) s\ P 1/a_/ �jVYS f{ L aC OYL�. Telephone: Fax: Describe proposed use and work to be dQ e ��- �Y)'k 3 J els 6 a s i 0-F 12W r lie Present use of land or building(s): n aP 1 -Pal l w rre s i d e,ol :d Valuation of proposed construction: a-C What are the dimensions of the added space:6Zr0� I` ot-, feet x : 3 a feet ( );2_+�15�(,,�J Y '—'/ S� Will the added area be heated and cooled? New electrical or increase in service? Add plumbing fixtures? Add fireplace? Add heating/air conditioning? Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. cl� &h le Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? YNO. 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. 2,NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 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.atiantic-beach.fl.us Page 2 Revised 1/04 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. Wf Signature of owner: Date:OaZ 1 hereby certify that I have read an e a n is application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true andel correct and that the plans and supporting data have been or shall be provided as required. Signature of Cont actor: —/ G�''��1�C.� Date: 6, (9 r Address and contact information of person to receive all correspondence regarding this application(please print). Name: `R Mailing Address: 30 33 Telephone: � �� ,� o � �Fax: E-Mail: W S0 e+ J U1 AS TO OWNER: Sworn to and subscribed before me this �� day of �1 ,20 Oil . State of Florida,County of Duval GRANT GARRETSON Notary Public,State of Florida Notary's Signature: My comm.expires Mar.31,2008 No.DD 305964 Personally known Produced identification Type of identification produced AS TO CONTRACTOR: Swom to and subscribed before me this day of k N --, ,20 C)q . State of Florida,County of Duval ®`0�N��110 1111NIp�� , � K. i <� ,...�'�Ati12j��iy Notary's Signatu `- . r < , -- `� ©'Personally known tl El"Produced identification #CC 97000s Type of identification produced ��'a• '( �v c �' >`� ' :iOge";sa 9ondet�hN ��A;• ��.: 3b&dilliiiFi61�+� 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ei.atiantic-beach.fl.us Page 3 Revised 1/04 NOTICE OF COMMENCEMENT ��// State of �LO D� Tax Folio No. VU1 K 4� County of 0 V° A, 3+ �� -A 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. r i Legal descri do of pro ert bei{ improved: d 11ti� .� f4' © /6J I d" t�ELV11 AJ -b /vI , 7r - op 3-,d9 Address of property being improved: d G Bea J� Gener l descriptio of improvements: 2 ---- v r e "L�• 1 v F 7�( Owner: t-ha�c Address: U spa& 77 Z2.32 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Address: 54 Contractor: Address: (,� eGIC Phone No: Fax No: Surety(if an -- Address: — Amount of Bond$ Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): J U 3 cJh b�5 THIS SPACE FOR RECORDER'S USE ONLY -�' 20, / /'� Signed: Date: -1 3 L1 Before me this 3 day ofin a ounty of Duv State f florida,has personally hppeared- 1Pr oG GRANT GARRETSON 11 rr Notary Public,State of Florida No&ly Publ' at Large, State o(fFlo{ida,County of Duval. My comm.expires Mar.31,2008 My commission expires: 3 I 1 I D� No.DD 305964 Personally Known: or Produced Identification: sPL. a ♦t,''ir��ff„3 c aJ •511 CITY OF ATLANTIC BEACH OWNER/BUILDER AFFIDAVIT Date: U` 6 Job Address: b`As[_d& 'Dy-,) 'G � CHAPTER 489,FLORIDA STATUTES,PART I "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE STRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE - OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS'WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. GRANT GARRETSON Notary Public,State of Florida " %L My comm,expires Mar.31,2008 Ca No.DD 305964 PROP TY DER SWORN TO AND SUBSCRIBED BEFORE ME THIS 3DAY OF 200( NO70aY P MYttOMMIMN EXPIRES: NOTE: PHRASES UNDERLINED ABOVE. SELVA LINKSIDE UNIT 1 HOMEOWNERS ASSOCIATION 1121 Linkside Court East Atlantic Beach,FL 32233 Mr. & Mrs. Gerald Kopp 1307 Linkside Drive Atlantic Beach,Fl 32233 July 12, 2004 Dear Mr. And Mrs. Kopp, As Chairman of the Architecture Review Committee, I have reviewed the drawings and site plan for the 12x15 Sun Room you furnished me. The proposed room fits well within the Declaration of Convenants,Restrictions and Easement for Selva Linkside Unit One. Wish you the best of luck with your new addition. Sincerely, George F. Bulson Chairman ARC, Vice Pres. cc: June Morris,President BOUNDARY SURVEY ti Z: I' I ., CO ce - 7 In o CD 3 {� m_ v'. D Z4 z �D N HDRD)2S 50.77 UREDO LINKS/DE DRIVE FIELD DATE:11-24-03 DRAFTER:J.S.A. 13D7 LIMON OE NM APPROVED:R.T. AX.ANBC BLACK RaVDA 3224.7 SCALE:1'=30' LEGAL DE9CFWI7ON:V19 FURNISHED) LST 74.SMA UE4S INT CIE,AS 1ld2E19 M MT BOOS K PAM 23 AID 23-A OF 1W oUMMT NUKAC 111009111111111 OF OOWIL OOINIK ftMIM, TRT2a`AOR 1NFORMATWN�' PREPARED FOR:---- _ PATE REVISION COORDINATED BY: RAY Ts mmyING - RESIDENTIAL (nnr�8� 7 BROW oF LAND SERVICES.INC. ��9Ds,7x..9t READER NE WAW ON l E JUL 2230&WOWEN DRIVE f1E NAJt(BER-Bae BFJMEI2 or M maWAt W ALO110 THE NORMAN,OKLAHOMA 73072 Iii BOIIIOART LK tir 70BjL'T PAX:(405)701-1027 CERTIFIED TO:(AS FURN)SHEiD) PA11C0. PHONE:(405)701-1100 JOB ORDER NUMBER OFR/ND R AND II.Af110.17tprP CLIENT REFERENCE NO.:2012377353 WWW.RLSNOW.COM 0-11.9512 N-3i1oa1VRAn : SURVEYOR'S CERTIFICATE GS CTIDNDBFARIG NA/MAI UNEP U- 88gg I HERESY CERTIFY THAT THE SURVEY REPRESENTED HEREON AWOAARD LAAO 7111E 1ROIP CLF:CNANUN(FENCE P.C. 1Mf C.M.'CONCRETE MONUMENT vo.c_vPoowicaANENcEnENT MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND SUPVE VS O�"C�� P.P.:POWER POLE IN FLORIDA AS SET FORTH IN CHAPTER 6TG 17-6,FLORIDA COY.COVERED PA.C..POINT QF VERSE "CONCRETE sine TU ADMINISTRATIVE CODE.PURSUANT TO CHAPTER 472.02%.FLORIDA FIRST AM131CAN TRIS IMILRANCE OOIPANY NF OEscRumON Pl-RP..Pot �TANDeNcr STATUTES. J. DAM:DWYEWAY gpAApq�UU99 T NOTES NP AENAM�AWiAPOR.OF E1LT 1 F I Cq TN H.Ws_NODWIIIE FBI£ A ,�g�p G E Xi MwvFvwsgHMl®FTNWREmlFR OFA X--Fg1DE WF.:WOO WEWI mYF1��Falmle/wFUN[t Is—X— IQ'REVAIRAMPEDPBYMTMS CONCRETE � No.6116 L1PLN10tgPOPTARTTmwusnlx.Yusmlml� �.FdDD 1Q/1l�RXKZRDOENTFKATXM ARR)vNFMF.FdIMTtlNe MDOR DRRRMAfDIMdIND N m�cnxMP xsE.rn LuuT®Bv THR RX.Ev. B.MAEN NnROMOHOT910R16XYNE.NIPMPoRry (FOR IMF— I.El PROPERLY SHOWN HEREON APPEARS TO BEIM.ATED N a MLAPRaPlO MFXwVEYxFaIWBN FLOW ZONE•X .PER FJRAL PANEL NUMBER 1200"0 2E, STATE OF acunNETAEuifDTWlvimR+Rlc+aRFF�s. WTRf:TAB10N Dl17E AlIB116T 1F,T11E NOT VALID INITHOA THENTIC TE CTRONIC SIGNATURE no TK/BUIVEYdTMAIEBND GUMANTEFA ABTOTFIEACQIRK'TGF 1111191KeEYq P1 FOR1IE DKJ.INIME 1bE THEABOMEKOWMl101L1TELOLA1 f.EA1A AOBR 8110ttDBE AND AUTHENTICA RICIN CONTACT® su I FOR191FKAl1oN. �9(S ATO TrnDvwnFs w®N eE� FOR NBICIIIRES CONTACT RESIDENTIAL LAND O T1IAIIBFpIREDOXMi/CFRD, 36RVICE3INC.AT(4051701-11 OD 4 y Zi ELI — ►-r _ c t City of Atlantic Beach -'' Planning and Zoning Department _ ` r Wye This approval verifies compliance with apps gable zoning, :suVdivis5on and other loc, ;snd development regulations, but does not co. utF - W °i approval for the issuance of permits with Florida Building Code and all other local, State and Federal permitting reouirc•--r� 2 ` , � must be verified by signature of the Citi, of =�± _�;C.K. ANi". >'- "*�� p Beach Sul i g Official prior to the isS, is. Cf - t Building mit. �� 'j . ; ..�..,,,r.,,,•r £c 1+PPr4 Rf l �- CDa.' Gate: a a >_ 5 41:111 C� "=• tCi&` t0� 86�34,22,�. 23, UN `'�0 � ` tWA It3', ALL WL y po Ugh D �c�� G- .8 • �- _1.._. - a. �Y -0 FOO—fEll City of ntic +H CUSTO ERaRECEIPT apart CKOMOW Typri OC Draw: 1 Date: 7/21/64 81 Receipt no: 72982 Desai ion quantity Amount 28663 BP BUIIDINO PERMITS 1.88 ibB.M Tender detail CK DECKS Total tendered 3739 10.0 Total payment MIA Trans date% 7/21/94 Tina 66147 CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING, DEMOLITIONS Owners) . C UJ, Job Address: Phone: Lot # Block or Unit # Subdivision: ` * Contractor: State License # Address: Phone No: City State Zip Code Describe work to be done: � Present use of building: �-�T412_ Valuation of Proposed Construction _ `j b Proposed use: Is this an addition?\-'\r�) If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? New electrical (or increase) ? New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT TIMM (COMAERCIAL) 7WO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COM1ENCEZENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: �� Date Signature CONTRACTOR: Date: AS TO OWNER: Sworn to and subscribed before me this �6day NOTARY PUBLIC Pat�ici , AS TO CONTRACTOR: E'j--c '�wmanette :+= Myc(1A".riySt+.'a: ,S3B61 EXPIRES Sworn to and subscribed before me this da ^" '` eoroa,sz� a,;Y ;,u; 000. Y RF.i�, NOTARY PUBLIC CITY OF ATLANTIC BEACH i DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX; 247-5877 PE_R_MiT INFORMATION __ _LOCATION INFORMATION [Permit Number: 20224 - - -- - r Addre_ss. 1307 LINKSIDE DRIVE Permit Type: SIDING ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW i Township: Range: Book: Proposed Use: SINGLE FAMILY ) Lot(s): Block: Section: Square Feet: i Subdivision: SELVA LINKSIDE Est.Value: 500.00 Parcel Number: Improv. Cost: 500.00 OWNER INFORMATION-________-_ Date Issued: 6/16/2000 - Name: HUTCHESON, TONI Total Fees: 25.00 ? Address: 1307 LINKSIDE DRIVE Amount Paid: 25.00 ! ATLANTIC BEACH, FL 32233 Date Paid: 6/16/2000 _ ! Phone: (000)000-000000N , Work Desc: REPLACE SIDING PROPERTY OWNETRACSQRfS� PERMIT --- APPLICATION FEES ------ l � t r I � l w I i _ _NOTICE- INSPECTIONS MUST BE REQUESTED AT LEA BST 24 HOURS PRIOR TO INSPECTION UILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND -MUSTWAY BY BE CLEARED UP AND HAULED AEITHER CONTRACTOR OR OWNER AILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RES _OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ULT IN THE PROPERTY ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS FOR ViOLAT(ON OF APPLICABLE PROVISIONS OF LAW. PERMIT AND `A4 i^ SU6JECT TO REVOCATION Pprb _ 2000 ATLANTIC BEACH UILDING ---T. ` City of Atr.,tre Bch, CITY OF ATLANTIC BEACH STATE OF FLORIDA OWNER BUILDER PERMIT AFFIDAVIT COUNTY OF DUVAL BEFORE ME, THE ME � UNDERSIGNED AUTHORITY, PERSONALLY ~� LtCix-e�c� APPEARED BEFORE ^ , WHO BEING BY ME FIRST DULY SWORN pEAOSES AND SAY ('�THE LEGAL OWNER OF THE FOLLOWING PROPERTY; �—t •� S ` C CHAPTER 4$9, FLORIDA STATUTES, PART I "CONSTRUCTION CO A ACKNOWLEDGE THELAyy; CONTRACTING' REQUIRES OWNER/BUILDER TO X33 DISCLOSURE STATEMENT FOR SECTION 4AQ I ng(-71 gr, �__ _ CITY O'F ATLANTIC BEACH ` DEPARTMENT OF BUILDING -TEL: 247-5826-FAX: 247-5877 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 - ---—_-- _ -------;-_----- LOCATION INFORMATION _—----— ------ PERMIT RM INFOATION, —_--- --r Address:1 T A LINKSIDE DRIVE Permit Number: 20224 1 ATLANTIC BEACH, FLORIDA 32233 Per StDtNG Township: Range: PerfTfWType. ` Block: Section. Class of Work: NEW1 Lot(s): SELVA LINKSIDE Proposed Use: SINGLE FAMILY Subdivision: — —_ Square Feet: ! Parcel Number: -------- - -- — Est.Value: 500.00 ---- — O1fVN1ER INFORMATION 00 00. Name- Date --- TONT Improv, Cost: 5 �— Name- HUTCHESON, Date Issued: 6/16/2000 Address: 1307 LINKSIDE DRIVE Total Fees: 25.00 ATLANTIC BEACH, FL 32233 Amount Paid: .00 � 000 000-0000 _----- Amou 25Phone_ _ ) -------- __ 6116/2000 -- _- Date Paid_-- ----- -- ---_- ------- — T-- APPt+CATION FEES_---25.00 _Work Desc_fZEPLACE SIDING --_ _-- --- _-- CONTRAC30R�S�_— PROPERTY OWNER i I - ---------- ------- ----_inspections Required I NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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, PA -JUN 2 Q 2000 —_---_ �i`IY of AN'antic Bch. ATLANTIC BEACH UILDING T. CRY OF ATLANTIC BEACH OWNER BUILDER PERMIT AFFIDAVIT STATE OF FLORIDA COUNTY OF DUVAL BEFORE ME, oo _THE_ UNDERSIGNED AUTHORITY, PERSONALLY APPEARED BEFORE MEWHO BEING BY ME FIRST DULY SWO N, DEPOSES AND SAY I AM THE LEGAL,OWNER OF THE FOLLOWING PROPERTY: t�C�� L. n s t c -�- , B6 (--C P. CHAPTER 489, FLORIDA STATUTES, PART I CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: CITY OF ATLANTIC BEACH OWNER BUILDER PERMIT AFFIDAVIT STATE OF FLORIDA COUNTY OF DUVAL BEFORE ME, -T(�HE_' UNDERSIGNED AUTHORITY, PERSONALLY APPEARED BEFORE ME Q `l ��" '" WHO BEING BY ME FIRST DULY SWOT , DEPOSES AND SAY '. I AM THE LEGAL,OWNER OF THE FOLLOWING PROPERTY: S ` C' `P CHAPTER 489, FLORIDA STATUTES, PART I "CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO �� ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489. 1 03(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENCED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER 710 IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE,AND LIKEWISE REQUIRE ALL WORK(EXCEPT MAINTENANCE UNDER$Z,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENCED WORKERS PROVIDED SUCH WORKERS SE UNDER "DIRECT SUPERVISION OF THE OWNER, WHO MUST BE ON THE JOB AT ALL TIMFS WHILE WORK/S IN PROGRESS BY UNL/CENCED TRADES PEOPLE. " THIS DOES NOT ALLOW USE OF UNUCENCED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY CLEARLY PROTECTS THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1 099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENCED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE No. 455-228(l). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826) IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT 1 COMPLY WITH ALL THE REOUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. r PROPERTY OWNER/BUILDER L� -79 AD/DRESS TELEPHONE SWORN TO AND SUBSCRIBED BEFORE ME THIS ` DAY OF 2000. NOTE: PHRASES UNDERLINED ABOVE ARE EMPHASIZED BY THE BUILDING NOTARY PUBLIC '•, V.2u DEPARTMENT. MY CommiS3iON ExPIRES' T iApiIiAMNM� :' .JHC. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 LOCATION INFORMATION Permit Number: 20224 _r Address: 1307 LINKSIDE DRIVE - Permit Type- SIDING ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW II Township: Range: Book: Proposed Use: SINGLE FAMILY I Lot(s): Block: Section: Square Feet: j Subdivision: SELVA LINKSIDE Est. Value: 500.00 ( Parcel Number- lm Improv. Cost: 50Q.00 �----------- _�__—_�_ p _ OWNER lNFORMA710N_ _ _ Date Issued: 6/96/2000 —Name: HUTCHESON, TONT - — -� — Total Fees: 25.00 1 Address: 9307 LINKSIDE DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 C-�--Work Desc:-RE�'LRC�S�UJlVG z --__ � (0001000-0000Date Paid: 6/16/2000 Phone: ( _ CONTRAOTORt _- _ _ APPLICATION FEES PROPERTY OWNER � -- —`- r -PERMIT _ --- -- —�-- --25.00 i f j 1 i i f j NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION_ _._ BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND ----- .MUST_ 8E CLEARED UP AND HAULED AWAY BY EITHER CONTRALTO_R O_R OWNER �— "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN —WNER PAYING TWICE FOR BUILDING IMPROVEMENTS"" LAW CAN RESULT IN THE PROPERTY ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS P FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW PERMIT AND SUBJECT TO REVOCATION PA 1fl 2 Q 2000ATLANTIC BEACH UILDING - .I ��A(�anfic Bch. ADDRESS 130 BUILDING PERMIT NUMBER �! INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB FRAMING —� COVER-UP INSULATION c - /g ' cl FINAL BUILDING 0 S_ CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # B T INSPECTIONS ROUGH < < � FINAL MECHANICAL PERMIT # �D PLUMBING PERMIT # r3 S�I NOTES: .�fyco©cs�' watt southern standard 03.$Of the t to the re9uire�ents of Section 1 was in comPltiance with the structure ursuan ce this ollvwing cate issued P e of issuan nor use For the f This Certi t the tira that a 0 bode certifying building Constructio Permit N0' Building ulating gfdg• coat aces reg ;cz�ce � various ordbna �: � istrf� i Fire p `r 6 so,,, s 7 tion Type Ad Gonstructio+� , dress Use Classifica �t. ' C,rouP .f- C. ttt X R� rt t ocafitY Gamer of Bu�fdm9 , BY guifdf�n9 Address + � pate: pfffci\ A COOSP\Cupp'PIpCE gufidfng POs T\N MAP SHOWING BOUNDARY SURVEY OF LOT -w BLOCK _ AS SHOWN ON MAP OF t14 41AJ&51,0,6� 41A117 AS RECORDED IN PLAT BOOK —.ff— PAGES 2764E OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: CeAlrese iVtraMES C44LAp4Ar/o.V NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. A(DTE: jFjLcy.4;r10W AAE S DWAI TNdSs 00.09) AN40 REFER rl h(A)/aN/JL G+EaDETiC &-RriC44 a4MAf 0,0198' A• ^07 Of 5-eCT,nA1 17, Toiv.Vsv ro t -r-fter✓, ,a q V0'_ t--) -,for 4004z f140'146. — jso. g' uTiuri�s �Sewa�,�s Bu ilding and Zoning t; } cl Cb.V C PAT10 (,OPG 23•?' • •,� 2.2' Q v w/eRicK fmOKr Q ``V v i, �• w AG�VES � Q O � o H a o Oy V Z•2 f/N.)WOR (/0.�9) �y 4.1 `� EOLYMN 4)1 ~� b '�4 I QV �'`, • -.v .0 •. 2/•a' gyp. ?' 1, �b A_ro.7j, C106 ' Q= 27t. Ae/Y f/NAL SU/aVE 9-/5-9¢ WOrC A10 qL4 /aoA$. Ow4r�► .tv�' 7-1.0-_ .(M.'�'� BALL GerR.V!.!J< r E_oci 44 Aero: SEr i IAOW WJ#rA� iV&A.10 ,444 arM" �f 1 HEMBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21HH-6,FLA ADMINISTRATIVE CODE CONCRETE MONUMENT (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- 1/2,•FOUND N+ON MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY O 1/2"SET NON•L.B.InW FLOOD CERTIBCAM THE LOT SHOWN HEREON fS IN FLOOD /� S.R.I. BUILDING RESTRICTION LINE ZONE "X ~ AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATESI INC. R CENTRAL ANGLE R RADIUS MAP. COMMUNITY PANEL NO 12007$ 40100/O DATED Ea7-69 1643 NALDO AVE. JACKSONVILLE, FLA 32207 A ARC DISTANCE CH. CHORD DISTANCE ' 1/• P.C. POINT OF CURVATURE SURVEYED ✓u�V 19 P.T. POINT OF TANGENCY RE EKED SURVEYOR NO 2d6/ FLA P.R.C. POINT Of REVERES CURVE SCALE: ///- 210' A VI41- P.C.0 POINT OF COMPOUND CURVE FIiELD BOOK 5240 FIG. 4 0. 4.4 CITY OF &r,& 12e=4-I Office of Building Official REQUEST FOR INS CTION Date v l ( r �_ Permit No. Time A.M. Received _ P.M. Job Ad ress Locality Owner's L Name Contractor / B�ra,,n.g CONCRETE ELECTRICAL PLUMBING MECHANICAL _; Footina L Rough Wiring C Rough Air Cond. & Re Roofing `' Slab C Temp Pole ❑ Top Out E Heating Insulation, 'XILinte! Final C Sewer Fire Place Pre Fab READY FOR INSPECTION A Mon, Tues. Wed. Thurs.� Friday F inspection Mads P. inspector-- Final Inspection Certificate of Occupancy Date CITY OF !'�id!a4�ct1C �'aa� - �l ru'ala 800 SEMINOLE ROAD -----�--- --- - ---- ---- ATLANTIC BEACH.FLORIDA 32233.5415 TELEPHONE(904)247-5800 FAX(901)247-5805 110TICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit !lumber Address J /go -2 Si erel?wa-,Lu, Cmc z- Building Department CITY OF Office of Building Official !b� REQUEST FOR INSPECTION Date / +� No.Time �� Received — 'C P.MOlt Job ress Locality Owner's _ ._. Name Contractor BUILDfNG j CONCRETE ELECTRICALP T MECHANI u —/ Footing Rough Wiring Air Cond. & Re Roofing Slao Temp Pole Top Out Heating Insulation Lintel ❑ Final Sewer Fire Place Pre Fab READ NSPECTION A.M. Mon. Tues Wed. Thurs. Friday A.M. Inspection Made �y .� _P.M. Inspector ° -- ' Certificate of Occupancy, �, CITY OF /� _ 4&40�CC BeaC �L-I&mss LUY y� w Or!icc of Building Official REQUEST FOR INSPECTION D 3 -r?/ Date _ a ._ _ Permit No. _ Time D Received Job Ad s Lqc ty Owner's v—J/) , Name BUILDING CONCR TE E LECTRICAL PLUM8ING ECHANICAL Framing Footing ough Wiring Rough Air Cond. & C; Re P.00fing Slab Temp Pole i Top Out Heating Insulation Lintel al Sewer Fire Place �� Pre Fab R SPECTION .—_~� A.M. Mon. Tues. Wed. hung Friday PM. .r M. IrsN char.Made A. r? C C` 3 ! --- --P.M. al Inspectio Certificate of Occupancy L Date _ DATE:!'-_2 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: -- ------------------- ----------------- ------------------------------- ----------------- ------------------------------- ------' ------------------------------------------------- ------'------------------------------------------------- Enclosed are the blue copies of the permits. S ERELY, BUILDING INSPECTION DIVISION cc:FILE CITY OF / Office of Building Official REQUEST FOR INSPECTION 00 7 Rate __�� Permit No. Time r 0 Received Job Ad&ejs Locality Owner's Name Contractor CONCRETE LUNSBI Ing y Footing ough Wiring oug . Re Roofing C? Slab ❑ Temp Pole ❑ Top Odt ' Heating Insulation El Lintel ❑ Final ❑ Sewer ❑ Fire Piaca Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Friday I'DA,M. Inspection Made PM. Inspector Final Inspection Certificate of Occupancy Rate TRANSMITTAL DOCUMENT FOR JEA DATE: 8 •-/ 1 -9 � The following permits have passed "rough" inspection: Permit No. Address 8& fie 1( (, gra sack x,exaou=x*Axkuo*) pixmxgfxxlkex Please update your records accordingly. Than y u, FWI- �CA / �t,c ', f BUILDING CLERK / CITY OF ATLANTIC BEACH �5D-,P;, - 5i .9r,L TRANSMITTAL DOCUMENT FOR JEA DATE: 6-12- 941 The following permits have passed "rough" inspection: Permit No. Address 8�5 1307 s JIZ&F�- ]RRcA=exkmxexxmmx4ixlma*xmpdxmxoofxxkkoxV=xmLA=. Please update your records accordingly. Than UILDI CLERK CITY OF ATLANTIC BEACH /vcb CITY OF ATLANTIC BEACH, FLORIDA , APorowdby APPLICATION FOR ELECTRICAL P' ERMIT Q M � TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_,�✓ 91Q 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. A ELECTRICAL FIRM: M&ITEIJ ELECIRICIAN SloliAlUng C. 7aQURNEYMAN NAME _!�L_-� S ADDRESS:, � .�LV/L�/.�1L� E/ AFD BOX BLDG.SIZE BETWEEN: RES. APT.( ) COMM.( PUBLIC( ) INDUS.1 ) NEW OLD( I REW.I ) ADDITION I I TRAILERII ) TEMP.( I SIGNS I ) SO.FT. SERVICE: NEW CREASE( 1 REPAIR ( I FEE CONDUCTOR SIZE AMPS -:!� COPPERI I ALUM. MMTCH OR BRE ER AMPS P W T`�VO 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 "'o AMPS. 31.100 AMPS, GWITCHES INCANDESCENT FLUORESCENT d M.V. FIXED 0.100 AMPS. OVER APPLIANCE$ BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PNS NO. 111.P. VOLTAGE PNS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER �! EACH SIGN FORWARDED • TOTAL FEES � �.. 1 ` CW,` CSF Officij of Building Official ��CJ CD� REQUEST FOR iNSPEC N Til( P 3 � Date_ �� Permit Na. f Time C� A.W. Received P.h;. _ Job sas cality Owner's Name _ _ �-Contractor BU i CONCRETE EET t •� UMBING- ink 1-11 Footing c mna o Ai�Con ,—o Re Roofing Slab - Temp Pote op Out C7 Heating `\ Insulation lintel Final Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues, Wed. T hurl. Friday A.N11, Inspection.Pelade _ � � P.M. 1;,.,pec,or_ Final Inspection Certificate of Occupancy C \ Date _ f CITY OF Office of Building Official REQUEST FOR INSPECTION F13 Date 1- 19 P rmit o Time Received c-3:on fIf P.M. /3-0 17 Address ality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PUJ INC > MECHANICAL Framing Footing Rough Wiring r oug Air Cond. & Re Rooting Slab Temp Pole Top Out Heating insulation Lintel Final Sewer Fire Place El Pre Fab READY FOR INSPECTION A.M. Mon. Tues- Thurs. Friday P.M. A.M. inspection Made F. Final Inspection El Inspector— Certificate of Occupancy Date w. Officx�, of Building Official REQUEST FOR INSPECTION rT , Date Pe it 0.Time Received Job ess r— Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBI: I'VIECHANICAL Framing Footing Rough Wiring Rough Air Cond. & Re Roofing slab Temp Pole Top Out L7 Healmg Lintel Fina" Sewer Fire Place 7- Pre Fab READY FOR INSPECTION Mon. Tues We'd. Thurs. Friday A 's eeiiDr:Mads _ _ _ _�__ eesoi Final Inspection Certificate of Occupancy Dale OF ADDITIONS or • • 1 6- ! • NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 7' It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any port of the work with flooring, loth, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call _ Building Department for an inspection. Field Inspectors are in the office from to` Monday through Friday. PLUMBING U ELEC BLDG. B-4 PRESS HARD-USE BALL POINT PEN CITY OF ax& how-i- 4" Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time ,fir / A.M. Received P.M. Job Address Locality Owner's Name _ _ ? �' —_Contractor Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing /' boating Rough Wiring Rough Air Cond. Re Roofing l_�'y�o— Temp Pole Top Out Heating Insulation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION ,�- •y-� A.M. Mon. Tues. Wed. � .�/ /Frid`a}y int Inspection Wide "�'� �'�%� `:� Final Inspection Cortibcate of Occupancy ' Data CITY OF Office of Building Official REQUEST FOR INSPECTION Date_ �� Permit No. �� — Timer— U A.M.Received �J / P.M. Job Address Locality Owner's Name Contractor /P/ BUILDING CONCRETE ELECTRICALP�LUMBI NG MECHANICAL Framing - Footing _ Rough Wiring F Rough-- C Air Cond. & Re Roofing = Slab =_ Temp Pole F Te Out F Heating Insulation _ Lintel - Final Fire Place Pre Fab READY FOR INSPECTION Mon. / Tim. , Wed. Thurs. Friday P.M. Inspection Wade P.M�/ Final Inspection F. Certificate of Occupancy _ Date _ PW3844, $811 { DEPARTIwWNT of euILDIINia CITY OF ATLANTIC BEACH ^- PZR1 .I T INFORMATION -----— -` LOCAT I ISN � I NF`OR,MAT I ON m t Nu►v+er"; Sell Address: 30! LINKSIDE DRIVE . � Type: RLiI 1 NO ATLANTIC REACH, FLORIDA. 32233 of Work: N - LEGAL DESCRIPTION " Type: WOOD FRAME Lft 74 Block,. section, Pt"Oposed Use: SINGLE FAMILY' Township: RNO: 0 Dwellings ' I. Fade 0 ' Subdivision* $ELVA LINKSIDE #2 Zgtimat ed. Value: . 1 + Improv. Cost , $01.00 T;z AI ee Amts -h , : Iia '7121/,94 Work Um iNO IN NEW HOMJ ON' f Or , APPLICATION FEES r P KI T A POINT DRIVE''SO'VTH AP FL 322 FEE �4 y 09 OY RADON OAS � R. S. T C� F't N RADON CAB 5 $0 .00 1� me ON R I I; f CAPITAL, IMPROVE dre .-4 SEWER TAS _ ~LACK ILLE, PLA. � 3 210 CROSS, CONNECTION .00` Type: 4 SEC H IMPACT, FEE "F � 00 CONST-SURCHARGE NOTES, I NOTICE-�ALL CONCRETE FORMS AND FOOTINGS MUST SE INSPECTED BEOORE POUERING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ` s BUILAING MATERIAL,RUBBISH AND t7EBRIS FROM THIS WORK MUST.NOT BE PLACED IN PUBLIC SPACE,AND MUSTBE. `CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH`THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER, PAYING TWICE "FCR EUJOING IMPROVEMENTS." Wo*IS It ACGORIJING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION'FOR WlQAfiION OF APPLICABLE PROVISIONS OF LAW, tW I OEF'�0.RTMENT . `."� r+ $ dx o ?` 2 � l � CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 0104- - ij JNkv:S_ ld_ l - ----------- -- ---- ---- ------------------- PLUMBING CONTRACTOR:-----------D-O-N-DON-HARRIS S PLUMB--N� SQL-f 14668 ---- - 94 LICENSE NUMBERS: JACKS m, OWNER: (904) 772-0900 _ _ IC BUILDING CONTRACTOR:_ TYPE OF BUILDING:--- ----- ----` --- -- - --------------------------- SINKS / SHOWERS ----- -- ---------- LAVATORY ----- L-WATER HEATERS ---------- - ___BATH TUBS -------___DISHWASHERS URINALS 1 DISPOSALS (____CLOSETS / WASHING MACHINE FLOOR DRAINS OTHER /2 _TOTAL FIXTURE COUNT 1�� 7 •,', INSTALLATION OF PLUMBING AND FIXTURES -MUST BE 'IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE.-i-, r ." s ea4 c - 8900 66PARTMENT OF$UILDING- CITY OF ATLANTIC BEACH PERMIT I NFORMA'T I ON - - LOCAT�DAT �NFC3T�I+IP�T�tJN IX ,rtukt Number R { t3 Address ., 1307 LINiSIDE DRIVE P ira T p P ECHAI TCA AT'L�ANT BEACH, FLORIDA 1223-1 of Work; NEW L90AL DESCRIPTION C. tr Tarp : WOOD RM Lot .€� SecCin: Lro posod USS*.` SINGLE FAMILY Tbvhship ings Es ti'mat d Value: 3 x -dCprov .. Cost +h✓ } , Imo' Total 'Fees , Amount. "'. �� „ � $37.00 D k TEAL SEAT AND AIR. IN NEW SINGLE FAMILY FESIDENCE , TION APPLICATION FEES �� ER1�3I T' 5 31 . f ' °� �, �b €9. j . At E DRIVE WATER IMPACT FEE So 00 qp ACSy ,, FLORIDA�.�MF.� �a �:.� � S :IMPAC FEE ; .� 0 M R :x J > T NFOiATION - RADON CAF 5�k $x..00 I meN N AT & Al,S CAPITAL IMPROVE. Adc e R I I7N EAM 0 r �,., .F,. �ETi .T'AP ? FL 32-257 CROSS CONNECTION $0 ,00 La. " t=ag a CACA 3 T ype: C� SEC H z MPA `T' FEE ., CON T. TRt�AFlu-E f Cl 1 t NOTES 5� F F I 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 BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UR AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER � FAILURE T0COMPLY WITH THE MECHANICS' LIEN CAW CAN t~IESULT IN .. "f`1�1E PROPERTY OWN R 'PAYING TWICE. FOR BUILDING IMPROVEMENTS. jWED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATIO4 FOR VIOLATION 9"PPLICABLE PROVISIONS OF LAW. I ATLAN11 CH WILDING EPARTMI NT BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC OCACH. FLORIDA 32233 APPLICATION FOR MECHANICAL- PERMIT CIiLL.ItJ N�MeEA� IMPORTANT — Applicant to complete all items in sections I. I1,•III, and IV. I• 1307• LINK•SIDE DRIVE ' LOCATION Slr••f Addr•sts ._ OF Intersecting Stroll: Between SEMINOLE ROAD And ATLANTIC BLVD _. BUILDING s.6•di.w.11 SELVA LINKSIDE, LOT# 74 11. IDENTIFICATION —To be completed by all applicants In consider•0on of permit given for doing the wort •i described in the abcvs Nalon+enl we heieby agree to pe•fcr.n said wo•i �- a:::•ao�:e with the ottaclpd plans and specificalions which are,a part hereof and in accordance with Ihe'City of.lactsonvil•e ord;AN ces a"0 1.1.71.7/ of good practice listed therein. Home of M•chenical Contractors Ceetr•clo: (►.int) INC. Master ACA 2623 ' N.a@ of CENTEX HOMES PropertyO.nw . S44stur of Owner Signature of w AvNioriud Agent Architect or Engineer Ill. GENBtAL INFOWATION A. rt::ric Aeating fuel: B. 13 OTNER CONSTRUCTION BEING DON; ON THIS BUILDING OR 31TET YES ❑ GIs—❑ Rt ❑ Natural ❑ Centrad Utility IF YES, GIVE NUTABER OF CONSTRUCTION ❑ Oi PERMIT 8514 O Oth.. — spWy, IV. MICNANWAL WUIPMWT TO BE INSTALLED NATURE OF WORK (Provide complete Inst of compaeeak on bad of this lam) ,{��/ Re3ldontlal or (J Commercial (� Heat O Space ❑ Recoued C� Control O Aw U/ New Building Alt Coadrtionings 0 Room Control ❑ Existing Building M •Drat 'System, !fah wROARD R Fla nict.... "�� O ReplacemTht of existing system Mssbnum capacity--3 22QQ e fa,. New Installation(No system previously installed) ❑ Reh;q•ntion ❑ Extension or add-on to existing system ❑ Cooling lowor: capaciy9•P^ ❑ Other.—Specify ❑ Fro sprinUen: Nvmb•r of haat ❑ Bevetor ❑ Mordifl ❑ Escalator..—_ f out) THIS St►ACE FOR OFFICE USE ONLY r (Raadwd) O Ten►• (autnbat) Remark ❑ LNG calla ,.—�_(nrrnb•r) O Ualirod pmuw.wwl 0 briers Pamdf Approved by pas. O 014w — Spodfr Permit Fe- LIST ALL EQUIPMENT ADR CONDMON1NG AND REFR(CERATION EQUIPMENT Humber Vans Dacadptloo X*&1 Number 3[a»vtaclxtres �)y AQP> s COND TWR030 7 KAN t 232! HEATING I FURNACES. BOILERS, FIREPLACES Number Volts Deecripuoa i[odal Number BtUwutaetusar ifim)7 wDP�'1at CApoe� TANKS 3�G now Tr[tap � y Name of Serial �umudons c-O��b Z[aautaattaer No. APQrOvIr'S -- �. Arncy 41 P9f4 38h4 + [� t tlt J �a� eQ DEPARTMEN 4F SUILDING j # N OF AT IC .BEACH '" i P INFORMATION a 'eraiit Numb+�r. BL?II'1Lt3514 Addrs*s: 1307 LINKSIDE DRIVE � � P mit T pe: MUM ' ATLANTIC BSAGN{ FLORIDA 32 33 r C1 Nrrls. NEW . ...w..«.� ► LCL DESCRIPTION ROO --_w --_- 74 alock. Section: R + Ys t ;3IiCLL FAI LY To n s: 1 ,,.: 06de: '0 Sub lvisi i $ELVA L I NKSI DE #2 r H. Est,-mated Value: r $70694.00 mOro�tp Crast : ? Ii,tCp" 40 " p9Nl .w.csxsp! `itwx {' 71 8 '' jt f . Mf { low e - �_' OF ..y... 'APPLICATION 1 CATION E'ERS. __- -� , n _ H W INPAC' n `R ' ""`• t 'R' cttlltt 647t?. OQ { :RICIt 1 DA* 00 00 PAf D 4 .1 « �,� . :. RADUN CAP S% $0,. 41 i.. 1 'h + " +` STAT ..,. CAPITAL 114"OV 2 . JAS ILL;R FLr 32 16 Ct 03S I NN1 CTI€N SEC HINOACT 'PRE 40-00 x co CON `41IR a 77* F. t4OTICE,--ALL CONCRETE,"Fditm$AND FOOTINGS MUST'SE INSPEC b;BEFURE pOURINf ' ` PERMIT 1IOiD SIX MONTHS AFTIYR RATIw OF ISSUE OUILOING MATERIAL,RUBBISH AND,'DEBRIS FROM THISj'WORK MUST NOT.BE.RLACED IN PUBLIC SPACE,AND MUST BE ¢ CLEARED.UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER �f AiLURE Tt� CO) OLY WITH THE !1> �N 1#C�' L�1� 1.�►�AI SCAN AESULT IN TNIk !Rtt P ATY OWN pAYINC ' k�1PE F00,601 � G IMPROVEMENTS,'9 S�JED-ACCORDING TO APPROVED PL.AS WHICH ARE"PART OF THIS.PERMIT ANC)_aUBJECT TO-RE -OCATJON FORI, ` It?L/ITI N'0F'Af'PlLICABL,E PROVISIONS,-Of IAW. ATLANTIC BEACH BUILDING D ARTty.F es 4 ca lr.4Aa,. l. , CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Adc YSG, 00 4- , Heated Square Footage �� @ $-.a � Per sq ft ::arage/Shed 4 Cd $ , b� per sq ft _-(a $ f3. C�Dper sq ft per sq ft = $ $ y 0© p e r s q f t TOTAL VALUATION : (� g a( � � $Lo notal Vluation 1st Remaining Value per thousand o portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee ( j ) Fireplaces @ $15 . 00 $ 1500 BUILDING PERMIT FEE $__ . S3 t WATER IMPACT FEE $— y2 0. 010 SEWER IMPACT FEE $ 1;� .tD. 00 WATER METER/TAP S R 00 _ CAPITAL IMPROVEMENT $__ ?� S.00 SEWER TAP (1(,y7-) RADON (HRS) . 0050 $ _�B� SECTION H PAVING ( ) $ HYDRAULIC SHARES $ D CROSS CONNECTION $ 4 (/GYM SURCHARGE . 0050 OTHER $ GRAND TOTAL DUE $2+712 -L(8 ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Eectric/New Electric/Temp ; SwimmingPool Tani____ Wel1 ; Sign__ Finish Floor Elevation Other CAL,_GLATIONS and/or NOTES: �..� ,.. , F q lige ' TY OF ?ROPERTY ,DESCRIPTION 994 1tl4ss z �eae! - 1��ozcda �� i� and Z0�1n0 7160CEAN BOULEVARD .ot i► f�_Block r/_______Section 0________ P.O.BOX 25 ATLANTIC BEACH.FLORMA 32273 TELEPHONE(Si041249.2d95 iubdlvisions ,__ _ E� _- itreet Name tk c� -p DESCRIPTION OF WORK sr Address$-1_� __ _�e+_b?�"�-• V19 in a FLOOD HAZARD •lood Zones___.---------area complete page 3. Brief Description:W Class of Works (New/Rvmcdel/Addition)_-_ ;--- (_�____ TONING INFORMATION S 11� `E�M Type of • Constructions _ ___________ Toningj Proposed districts _Uses -.__N,.__.._�_..__.. Materials Estimated Value q------------------- r FS :xceptions or �--------------- ariances Granteds-__�_________,..._..r_____ Solid or C r -- Filled -'--- - Grounds2?Q-__Roots _ _ 1 OWNER INfORlIATZOH (.�. Method of NeatinOsf,(e� _ll Property OwnersCt Wve Z"\� aSjnp`!G Phones'?- "ailing honesMailing 6 to Address------------ b�-! r� K .. R__....---------- ------- Zip s CONTRACTOR INFORMATION Contractor se lJ�e �,_ .._- phones Mailing Address. _ C^ " �y ��w Expiration License Numbers------------ ------ ---_-- Data'-------------- i NRRCNT CCRTIFT THAT 2 NAYS BUD AND CXANINCO THIS APPLICATION AND KNOW TNR SAM[ TO •E TRUE ,��` k AND CORRlCT. ALL PROVISIONS Or TM% LAMS AND ORDINANCES OOVERNINO THIS TYPR OF WORK WILL RE COMPLICO WITH, wNSTNSN wearICO NCRSIN ON NOT. TN! ORANTINO OF A PCRMIT DORS NOT PRESUME TO OIVC AUTHORITY To VIOLATS ON CANCiL THU PROVISIONS Or ANY FEDERAL. STATC OR LOCAL RULES. �[ f� REGULATION'!. OROINAMCCN. ON LAM! Y H NRR. INCLUDINO THC GOVERNING OF CONSTRUCTION OR THE :''r� Ct PCRFORNAMC4 OP CONSTRUCTION OF i ACC I UNOCR8TAN0 TNAT THC 193U60C[ OF TNIS •ERMIT Ir ^�• :� CONTIMOCHT UPON TUC ANOve I ATION NCI OTR -AND COHAICCT AND THAT INC PLANS AND SUPPORTINO a •� DATA NAVE NRRN OR SMALL' NC IDM A R CO. —_ -----------� ii' +�� ' ' Owner Signature --_----_- --- _- _-- Date 4 6 q _Date_ ' Contractor Signature ------ ---_._:,____-- FLOODPLAIN DEVELOPMENT INFORMATION Type of Developments U Flood 2or�e s x Required Lowest Floor Elevations_ � a If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB UAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATIOM is equal to or above the base flood elevation established for that Zona. No final inspection will be ,wade and no oertif-ieate of occupancy will be issued until the survey is on "Xile with the Building Department. COMMENTSs Applicant Acknowledgements I understand that the issuance of this permit is —tinagent upon the - above information being correct and that the plans and supporting data have been or shall be provided as requitedo t agree to comply with all applicable provisions of Ordinance Mo. 23-7-11 and all other laws or ordinances affecting the proposed develop Date_b_ �_I� Applicant's Signature_ ---------------------------------------------------- Department Use Required Lovest Floor Elevation ------------ A% Built Lowest Floor Elevation Survey Filed with Building Department ___________ Building Department^Representative • page 3 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97 .6 DCA Form 600A-93 or Form 6008-93 0 10 20 30 40 50 60 70 80 90 100 I ---------------------------------------X- 1 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 I -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- ( AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17.0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12.0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.93 1 ------------X-------- 1 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 (--------------------- 1 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: 1--ti o'k uk '.A<st k e. tZ Signature: Date: City/zip4 Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: Lot 74 Selva Linksid BUILDER: Centex AND ADDRESS: 1307 Linkside Dr PERMITTING CLIMATE Atlantic Beach, Fla OFFICE: Aatlantic Be ZONE: 1I_1 21_1 34 OWNER: Centex PERMIT NO. JURISDICTION NO.2 1100 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. O.Osgft 186.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 167 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 . 00, 1228.60sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 169.90sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1727 . 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. 97 .58 a. Total As-Built points 19a. 29485.02 b. Total Base points 19b. 30217.44 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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 Qe PREPARED BY: this building will be inspected for �f' compliance in accordance with Section DATE: b - q 553. 908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: Lot 74 Selva Linksid BUILDER: Centex AND ADDRESS: 1307 Linkside Dr PERMITTING CLIMATE Atlantic Beach, Fla OFFICE: Aatlantic Be ZONE: 11_1 21_1 31_ OWNER: Centex PERMIT N0. JURISDICTION NO.261 00 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. O.Osgft 186.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 167 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 1228.60sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 169.90sgft 11.Ceiling type area and insulation: a. Under attic ( Insulation R-value) lla.R=30.00 , 1727 .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 16.Hot Water Credits: (HR-Heat Recovery, 16. EF: 0. 93 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. 97 .58 a. Total As-Built points 19a. 29485.02 b. Total Base points 19b. 30217.44 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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 �j 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: a la BUILDING OFFICIAL: DATE: - DATE: ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 606. 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ------------------------------------------------------------------------------- Windows 606 . 1 Maximum of 0. 34 CFM per linear foot of operable sash crack (includes sliding glass doors) . ------------------------------------------------------------------------------- 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. ------------------------------------------------------------------------------- Exterior Joints 606. 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. ------------------------------------------------------------------------------- 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. ------------------------------------------------------------------------------- Exterior Walls 606. 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ------------------------------------------------------------------------------- DuctWork 606. 1 Ductwork in unconditioned space must be sealed. ------------------------------------------------------------------------------- Fireplaces 606 . 1 Equipped with outside combustion air, doors and flue dampers. ------------------------------------------------------------------------------- Exhaust Fans 606 . 1 Equipped with dampers. Combustion devices see 606. 1.A.2 . ------------------------------------------------------------------------------- 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. ) ** ------------------------------------------------------------------------------- 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. ------------------------------------------------------------------------------- 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. ------------------------------------------------------------------------------- Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------------------------------------------------- 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. ------------------------------------------------------------------------------- HVAC 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 R-3 both sides. Common ceiling & floors R-11. ------------------------------------------------------------------------------- ******************************************************************************* SUMMER CALCULATIONS _-= BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------ -------------------------------------------------- N 98.00 65.8 6448.4 DBL CLR N 18.0 38.3 .94 648.8 DBL CLR N 18 .0 38.3 . 94 648.8 DBL CLR N 18.0 38 . 3 .94 648.8 DBL CLR N 18.0 38. 3 .94 648 .8 DBL CLR N 18.0 38.3 .94 648.8 DBL CLR N 4 .0 38. 3 .94 144 .2 DBL CLR N 4 .0 38.3 .94 144 .2 E 10.00 65.8 658.0 DBL CLR E 10 .0 79 .7 .95 757 .9 S 24 . 00 65 .8 1579.2 DBL CLR S 24 .0 66.2 .91 1448.6 W 54 .00 65. 8 3553.2 DBL CLR W 12 .0 79.7 .95 909.5 DBL CLR W 12 .0 79.7 .95 909.5 DBL CLR W 15.0 79. 7 .95 1136.9 DHL CLR W 15.0 79.7 .95 1136.9 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,647 .00 186.00 1. 328 12,238.80 16,255 . 89 ( 9,831.98 NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1228.6 . 9 1105.7 Ext Wood Frame 11.0 1228.6 1.70 2088.6 Adj 169. 9 .7 118. 9 Adj Wood Frame 11.0 169.9 .70 118.9 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 1727 .0 . 6 1036 .2 Under Attic 30.0 1727 .0 .60 1036.2 FLOORS--------------- Slb 167 .0 -37 .0 -6179.0 Slab-on-Grade .0 167 .0 -41 .20 -6880.4 INFILTRATION--------- 1647 .0 8 .0 13176.0 Practice #2 1647 .0 8.00 13176.0 TOTAL SUMMER POINTS 25, 686.98 I 19,502.55 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS ` COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 25,686.98 . 37 9,504 . 18 1 19,502 .55 1.00 1. 100 .340 .860 6,272.80 ******************************************************************************* WINTER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 98.00 -10 . 6 -1038.8 DBL CLR N 18.0 7 .3 1.09 143.0 DBL CLR N 18.0 7 .3 1. 09 143.0 DBL CLR N 18.0 7 . 3 1.09 143.0 DBL CLR N 18.0 7 .3 1.09 143.0 DBL CLR N 18.0 7 .3 1.09 143.0 DBL CLR N 4 .0 7 .3 1.09 31.8 DBL CLR N 4 .0 7 .3 1.09 31.8 E 10. 00 -10 . 6 -106. 0 DBL CLR E 10.0 -9.2 .85 -78.5 S 24 .00 -10.6 -254 .4 DBL CLR S 24 .0 -28.4 .96 -654 .9 W 54 .00 -10. 6 -572 .4 DBL CLR W 12 .0 -9.2 .85 -94 .2 ABL CLR W 12 .0 -9.2 .85 -94 .2 DBL CLR W 15 .0 -9.2 . 85 -117.7 DBL CLR W 15.0 -9.2 .85 -117 .7 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,647 .00 186.00 1.328 -1,971.60 -2,618.73 -378.56 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1228.6 2 .2 2702 .9 Ext Wood Frame 11. 0 1228.6 3.70 4545.8 Adj 169. 9 3. 6 611 . 6 Adj Wood Frame 11.0 169.9 3.60 611.6 DOORS---------------- Ext 21.0 12 .3 258.3 Ext Insulated 21.0 8.40 176.4 Adj 18 .8 11.5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1727 . 0 1.2 2072 .4 Under Attic 30.0 1727 .0 1.20 2072.4 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 16,916. 83 22,571.30 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 16,916. 83 .55 9, 304 .26 ( 22,571.30 1.00 1. 100 .500 1.000 12,414 .22 WATER HEATING ******************************************************************************* BASE __= I =_= AS-BUILT ----------------------- ------------------------ ------------------------- NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ---------------------------------------------------------------------------- 3 3803. 0 11,409.00 40 .93 1.000 3599.3 1 .00 10,798.00 ******************************************************************************* SUMMARY ******************************************************************************* BASE ___ __= AS-BUILT ----------------------------------------------- COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 9504.2 9304 .3 11409.0 30,217 .44 6272 .8 12414 .2 10798.0 29,485.02 ***************** * EPI = 97 .58 ***************** SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------ NAME :Lot 74 Selva Linkside 1 ADDRESS : 1307 Linkside Drive CITY :Atlantic Beach, Fla 32233 OWNER :Centex BUILDER :Centex Conditioned Floor Area : 1647 SF * Climatic Conditions & Design Conditions -------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 . 3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 24852 .78 STRUCTURE SENSIBLE 12875.59 MECH.VENT- 100 Cfm 2090.00 SENS. + MECH.VENT : 14965.59 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1242.64 DUCT GAIN 1796.56 TOTAL LOSS/BTUH 26095.42 TOTAL SENSIBLE 19762 . 15 TOTAL LATENT 8068. 31 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 5219.08 20% SENS.OVRSZE FTR: 3952 .43 ACTUAL + 20% OVERSIZE: 31314 .51 ISENS. + 20% OVERSIZE: 23714 .58 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00 East Double Clr Drapes/Blinds 1 10.00 290.00 460.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 West Double Clr Drapes/Blinds 1 12 .00 348.00 552 .00 West Double Clr Drapes/Blinds 1 12 .00 348.00 552 .00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 4 .00 116.00 64 .00 North Double Clr Drapes/Blinds 1 4 .00 116.00 64 .00 Infiltration : Winter Htm ( 26.48 ) x 186.00 4925.28 Infiltration : Summer Htm ( 6.43 ) x 186.00 1195.98 --------- --------- --------- Window Frame : Metal SUBTOTALS: 186.00 10319.28 6307 .98 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 1228.60 4422 .96 3071.50 Wood Stud - Adj . 11 169.90 611.64 288.83 --------- --------- --------- SUBTOTALS: 1398.50 5034 .60 3360.33 D0 0 R S---------------------------------------------------------------------- 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( 26.48 ) x 39.80 1053.9 Infiltration :Summer Htm( 6.43 ) x 39.80 255.91 --------- --------- --------- SUBTOTALS: 39.80 1842.96 444 .07 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1727 .00 2245. 10 2763.20 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 167 .00 Lin.Ft. 5410.80 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 24852 .78 17965.59 ------------------------------------------------------------------------------- G 0-7 - s acs? +t-fr s � _ �! IE .! jr 37 1 •13 - �j,.�.g 2'xd'8��►3c. ISPE6 -D i 1ek$7,0)9 ►7 r IE -N _ 3 r-3 -- - 1 fEA(5e-D rE 'S'0'/'b •'a' **cc I. Do not cut of atter brats TRUE TR V,7+7 witfaut written Dtrmissian ' HANGER'S from True Trow t Trusses will be built in lE fir. CaIJ.Fe1�Ne ! 2 X 6-8 strict accordance With this 2 X 18 wrout Approved 81 .............. 4 X 18 oats .................... xi `C CUSTOMERC,ff `[ tz-11 qD �5 o i JOB NAME 370 — - !� RUE TRUSS 641.0766 1 ...w.,OLDMDV 4 IHFDRTAUT'WTE ON RECEPTION OF LAYOUT 1 TRUSSES, All TTWIERS ARE WOOTO CALL TRUE TMM FOR _n't•� TURTNER IaSTRUCTIONS KFW SETTINR Or TRIATSER. I {DF l f Y ' 08-05-1993 S I Z E ANA 111"Y'S I S Page I of I ' 11:25:42 TRUS JOIST MacMILLAN (RAST elm-S1041) RIR1 1. ROSE (SOIOD) Project lase: CENTU IOMES - PLAN 13708 1 i B Page Title: GARAGE POOR HEADER ---------- USixingt" v3.40 ---- Baildimq Code 191 ---------- Type of Sale Distribetion ----- 1193040417 ---------- Ipplication: Deflection Criteria (MR) Member Use............... RUDER Roof (non-snow load, LDL) LL Defl TL Defl Member ?op Slope(in/ft)... 0.000 Stress Level............... 1331 Span 1 L/240 L/180 Roof Slope(In/ft)......... 6.000 Live Load(psf)............. 30.4 Floor Decking............... 1/1 Oead Load(psf)............. 11.0 Repetitive Member Use....... 1/4 lattttiom LOad(psf)......... 0.0 Reinforced OverDacgs........ 1/1 SPECIIL LOADS: Live Load Stress Dead Load Widtb Starting Point to End Add/Repl 1 91I1(plf) 360 1331 230 ll'- 0.00' S'- 6.00' from Lt Repl 2 i1111(plf) 0/ 130 1331 0/ 80 S'- 6.00' 1'- 0.00' fros Lt Repl 3 c01c(lb) 1800 1331 1140 S'- 6.00' from Lt Idd 16" TJI(lt)/96 JOIST IV- 6.006 ----------------------------------------------- S I I E I I I L i S I S -------------- ------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist vaclillan(T A). Allowable product values shown are it 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 aot been checked for cooforsance with the desiga 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 Desigs Movable Control Shear(lb) 5435 5435 < 5985 1101 RIGS? end Span l ander 1331 stress TOTAL Load Momeat(ft-lb) 25033 25033 < 26215 1051 MID Span 1 ander 1331 stress TOTAL Load Live Defl.(in) 0.614 < 0.825 L/323 MID Span 1 ander Live Load criteria Total Defl.(in) 1.004 < 1.100 L/197 MID Span I under Total Load criteria Span 1 Max. Reaction iotal(lb) 4513 5435 Live(lb) 2798 3319 Issued Brg. Leogth(la) 3.00 3.00 Max. Unbraced Lesgth(im) 46 Copyright (0) 1993 by ins Joist MacMillam, a limited partnership, Boise, Idaho. TJI(" Is a registered trademark of tris Joist MacMillan. NSising*" is a tradesark of Trus Joist Maclillam. VIC ► l� t� rt� ire 8s s OclwhSOgB Seal 15 01 opo• gnolO o na a PCOlessi t the Fiovids s for the P ergo of th �nles o gg spoClticstlon eb'e Ater Al an 1st of trv► Under the s atut `-~�-- tgd bOIOV'rba i rePaTo "A Florid e®n P e w the nu a 110 01%00 t 1n ae 2v 23. attached itil R�n�tion Coapt aNlx esgi�nal Prol 1 � 2of2 1 � 00 i RED �'✓� ~��ae�rwil� oftl you K Or ht wfcrisa swap a"Oft • MyCfM OLAtsa 10111A K IAitAtJai aeaAyCALLT 4" a i141a 1111114114 to AMICIALa to 04%190 100,1414 T"Awas or is 306* I14NItAtta tarTAAL IwCI»laws I.— pntics, No islagu M M1sl%m 11100CAN. M am 1161 TIIf Awl 101.11c 1.LYOIJO 040 09/tNV4i101. 14 INSTALLATION AAO MC1t1M d IH WOOL V1f 144-1, an. 1n M 4901111 gj00AN"111MU TOPIC% ALL VALINS lip 0 NO 61000 f t"=AK sp"MOOcsa TO/DOA' 001 lid t0►O"Oft TMIA K LAT404A.411'sOAW 41I10010 Ov am. lobe-O A*OFAOt"I An*"K sea 1k ACON06""till" POP Ksia!ART OAsp M 44 LANSt 01194"W 1At NM "4"%V Awa A-Mn"m moo"Ll". OqN.f "AWIM am 61403.141 NewoAi VAQO Al 0,-O'0.0, c~ T►1 WAClls MA'tKCllto At10t1CAlladl 0171411E K111aT STA 04141 0 ML160 OT We 4At AIIW . ,a T-sw 0#00VAL Sam 11410 174, no To 614 "a M►s.l t4" lots 011114"OONOnf 10 116161 M Ocilla iOCCIPICA• r010sr AIIOOtRTS AtsOCtaTI4". aft am Ftta 00-ull ill l+E WIGS OOItl MK►K LATtOlLLY MAM Ettlq ar I1W FOR OCTAL FLATS to tC1p MOD U4AUS AND 11411 Opt4"Ill.SAM 4"CLAM OPM4MM PAM MV. 6 Ulla wum t1As apt/wsmwto 1111 tomiae n1crl 1/2,1116111.1 ONYKALL On 1OWIM lENtsi s►AOEO At 10'-O• WAITY 11TAW&AM FON""US. taowttrOft Oulu sills Ant"am 4"ana►►sI0a11 OKT..• 4"Mls W*Altl A. WMALAUON AM UK OMLL COtORM O.0 *W.I. I$I NO ItlA1Ls V l/t 7I\ia NAY K On 00 0100/010 10 AW NAY, 000414100 FtAts SIM AM OJVOI 10 NO.AUS OT 0 KO,. ld$N I14111 K11t4".. IAL ® HGICAVU KANIM LOCATION. AM too. W."MIS 1. r•= *odd Mab Length Maximum deflection occurred at bottom joint 05. -CONFIGURATION 9 LOADING SPECIFIED BY FABRICATOR. date turned 90 deg. Hsxiehun Live Load Deflection of .19`. Index-.335. (L/1072) -PLATE TOOTH VALUE REDUCED o0, 15%. -Typical Panel Maximum Total Load Deflection Of .261'. Index-,307. (1./781) -HORIZ. STAONGBACKS PER PCT-80 SECTION 000 REO. Total quantity of trusses - i L X !r1 rM� M M IX X tX t n In 111 4"%1 In In 7 1 in if) 161 fT1 M M M O CO X x x x x M M v M R-1015 an R-1016 (3.5) 13.51 1- P-29.5 IQ L HIS TRUSS ANALYZED WITH PPSA3 ORCES (Lott-to Right) OP -1275 -2950 -3850 -4033 -3189 -2209 0 • EBS -1009 1529 -1322 820 -780 371 -333 -98 137 -559 598 -1043 1087 -1629 -104 OT 0 230! 3060 4310 3926 3023 1359 C� D►vtsson 0 PLATE TME: D.C. PAC106 LOADING P► j TC LWOEu2-4x2 02 Ds SP OEsauPTION 16.13-3/4' GARAGE HEADER "� �^^�r*s ins Y-2000 2-0-0 40 _101.LLL c1p sC LwacTt 1-4x2 02 Do SP fAAa. tattiltlE TRUSS INC.I - :� Program pre• 1x2 03 SP Nato,ttrcr. _-__--- --- u cAA�tIA Sit"K OF TK UtCWM itPOW OINLtO. A""WWI"►Litt tAWA M "SALAAO~Ikl"LY M M TNI1/11IN If ANLICARt 10 1400116%SIM TAtON1 OF ►s �" IAola1911 ta1tAK wcw ANSA (I■4 N1.11 M[cttA, MOA 11ARIUM w isfw t0A111U 4 M*lul Tool 04.AW. 30900/1CAL twnir AND towillu"110N. 14 INPTALLA110N Aro V110#000 of tat I11VA( A►A`•-,10. we a IF:"34010ALLOIAAA►V$mn VALAM JA►tAAL111 an MP e00i0,ORt010 Alt AN moween If OCQW ►Ot low far ON"bv"0t LAICSIALL•MACM t/6fA w aw Ttn►ONM•A►We*@ 6411.0 K a" IN ACCONPWS Yita FM OCtttlA Alt 0AVC0 tM be with plllot W TIK NM e1110MV AAOK'A Mt111 411011110M.M. MtA.1 109AT1/N0 M 1IAACINP KNKM VAM At 1'-0'O.G. pw"I lot analaO MAP tKCT1iA PUKICATIOM. 11014AL O11g0N KAAUMOt Ni1l.tee11 W*4 NATIONAL 711 V.""APPYT'AL "Milk UK I At, /w TOO MIL MOO leas.). to IMI/09010M►awa a 10 GM/Nl lot otAILN HKCIFICA• F1At1I o"WSICK A110atAtla, M16 WA A1LA Al-Iy T►I Sat OPTION CbIM SMALL K LAIIAM V IMAQ1 111WIl n flow Foo MCIAL FLAM colftNLO noon IXAAEt AND tl IN711 0111eT-e1 OAKS M KAPY NPOSOMMt RANO MLY. M $Net:$am 41A1 men Ouse"000"a 141+01N0$wow 1N'(MIN.1 OVvwtL M 11A41AM NVArIAS VA ll AT N'-1• OWLItr OtAIGAIM Fa IMAK1. 7 cvAtctaV putt tUtO AN 1N=•I Ol1K 0 6+LT. NI Nltt 4111n1N0. IM1ALaAtION AID UK 40400E co row O.0 MAa.t. IPI No NENP10 or M oft"w/Y an an NPPIF110 1■ AMP%AV 4 9"acta I1N11111At0 AAI[681111 M M. tlltt 1T 0.PES, VIVA MIO VISION ►It ® I DICAM"INS LOCATION. "I1 two. OF Nose 1.. -Odd Web L049th 61aximun deflection occurred 6.72' from the left and of bottom panel 04, -CONFIGURATION t LOADING SPECIFIED BY FABAICATOA. Plate turned 90 d/9. Maximum Live Load Deflection Of .2340. Index-.414. (L/871) -PLATE TOOTH VALUE AEOUCED BY 15%. P-Typical Panel Maximum Total Load Vollect)on of .322'. Index-.379. IL/633) -BIZ, STAONGBACKS PEA PCT-80 SECTION 600 AEG. Total Quantity of trusses - 1 PLF 471 Kx�11 to In r1 N fTi Ih M ttlto In 471 tp fY tl1 N to N 11 Al 11 N ►' N to I4• 01 SO 1 w n in In i in R•1h to R-1568 13..5?5) 13.5) AtpnP-3. L HIS TRUSS ANALYZED WITH PPSA3 OACES (Lsft to Ri0ht) OP -2280--2280 -5152 -51e2 -6517 _-6817 -6517 -6517 -5182 -5182 -2280 -2280 ESS -1533 2M3 -249 •11175 1529 -229 -1088 645 -219 -218 -218 -219 645 -1088 -219 1629 -1975 % -249 2653 -1533 OT 0 3916 8083 6798 6083 3916 0 CLAM A DIVISION at IPUITe Trfe: o.C. SPACT►IG LowIN6 marl TC L0J""02-4x2 I2 Os SP DIMMIPTlow AV119 C"6114EiP[o /wook=S I" V-2000 2-0-0 40 16'11-3/4' GARAGE HEADER A � OF rmOt S. 011Kala sTz 76E11T 01IefT. 5.0 LL Tcl0 0C L'aS"M2-4x2 i2 Do SP ENO. rt7R 11AAf0 tatLialt. Tz ?loft 11114 1100-sfAo LL � 0 W= TAM Ti11U53 INC. lEW6 pr0graa NEIA11EN llamVIATC INlTITUTt 1122 s! 33% TO1x2 03 SP TAL 9 PPALACT: MASTER - A�6 OCT 1992 "Ik .`txCEP'T A! NAY a[ AA)TEO_"_..�__ .....�__�...._,_....__. TRUSS SPECIFICATIONS a FOR Centex 3708 A 11e numbers listed below an a list of truss speciBcwtiom for the project nKmd above. 13ae specifications are alt ebod herewith and have beca prepared ander the responsible Fharge of to Professional Engbmr whom seal is affixed on this index sheet in a000cdance with Florida Statutes tempter 471 and Riles of the Florida Department of Professional Regulation Chapter 21 H-23. ttR�u 11ua (n 16 1ot191[�2 3/ N 1506 5416 30t19 Rw 16 40f12 Ra.2 5416 W 15416 6of19 R*W 15416 7019 Rey.2 3123M 15416 &M R 15416 9019 Rev,2 ILCM M15,4191 t79 N 15416 1 f19 My&Z 3123M 15410 M209 R OD 16 13of 19 Aty.2 3/231" 16 Hollis �,pr<N1t1tI1H1)l�h .�.� 15416 1 of19 kly.2 ��'rd l`i:•t'7;�'l W 16019 A . 15416 IM1 , I- 15416 18ot119 Rey.2 Q ' ' t� z 6 19 gov.2 Vain M h `acu�Nnmo� N a C SSW 7 OVA -old j"c S,1600 o++� ti tXysevo . ► � ►�\g+ds W •� d$ N to •z N 1 '/ t 'JM/0� +rfM ;ssSsi+i� a" ,too ' ore ►� _dor�r� Xgis . � 10 ?at►� 11e10�W0 100 to v 11so 0 .eN to ,+ aa� •� Lod - ta4 v V 4�ac V 2t� 0'k'k a� 01 �al� �. tip s+"0\� N 141*'100 "0'0 SACO 0� 141 S3,0di �•�JA Z � c � let a atlf►sso1 t-��-'► rf; • y c �1 ys M •4� Ott s� s3ap Alba VIC ¢ . are ♦ pM•°+► d i.rc+ iib+ to c\ te` r ►ate ►►+x t Z�� t i� i►t� fst t"f �' + WA WOO up W • + fiy;rf f y n te► tK'.oaf O A f! ► V� +I, too t* i� . �Otto�►' imo"'0 ",++�ifs�+� St tt �+ ti ,WWI, M9\ .SN i�Avv►!�"►��?� yyM+„ IV " i.g04 p frnN,J� • M,Ot+� �i '+► _#�'►+i yt%;, .O+/" M► {w +.ft trs r,y o+ +�M,Y'► �� MV+i K .•• �+ d It 7►1'AO yp4 �+'Aq`fil �+ S<+ A�� ► y'd�►+'p+'+ , �N+ yM • i° •' wr .•t++i"p i7e 15VA JS M7+ lot '0,01 i�►tr10i ,ef\c +w1 1+ .�,f+ +M�,•ov& �+ �, , i+ may. l+,�°po r�'.1A1" ►+ ydo S,A g\ +eQi' / 'rte"'® �.'"' . 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Owe"*al aco.c.w w4cus. 4-440 ARM 3-7-4 4-4-0 4-0 9 4-6-0 i�tS-14, #2 f? #3 4/t 42 62 12 1.5-tI T1 Pit itaA iltl�nt 7-10-3 i 12 6 3150 33310 41124 �tS x04 S� 2964 1 4}of 41M rut +)t► C `4 G" 13W 4541 1?74 Orf `.:\ • 17137 ,4 17tH "6.!14:7 WHIM 7*5 318 6x5 3304 a (� Sae lgttl ..a 3 ix ze rtir h 7 W 4-6-0 He-e 1-9-0 e^4-6 6-7-6 W-0-0 A PtlitDING WMt Enctosed Relideuttet A stvtd rd Yultdina CO& ($=I M) L� Wife SKM Oto spit W." "W 1416NTt 154 IRM LOCATICNt 040 errs 1341 MET VITA MESSt7RE RASED di KM LMS SION KLOW UPLIFT OONECTION REQUIRED; #AT EACH SUPPORT. SEE NOTES 10 AND 11 ADM. Ab trusses' 1 Hiisles deflect#on occurred #t bolt** joint 04. N#a3Mas LAVI load Oetlectton Of .263' 14/16), la"%-.213. IL/16M 4 Nansaus TOW LOaa Deflect ton of .411' 17/16). Inava•.222, 11.110M r tel. 3-23-93 11/lG(f QIrFtY 01Y153Or1 ft.A1E frlE: B.C. 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ZMY iii Am t[AF14Wfr1.t4.:M ACW446 AMM"N K AXWWA-4A 00% MIs Q%tW- .t /Ogsl 000mit"Amwistm tiff MICA fitf 1"m wksX=a.lits&^ "* axl-i ft-,AM 04-1-1416 111' /1446 Fist Mtrt.RAp b u3s 411%two 11,"F1 goat^-QAW"m^A t$04 e o 64%"41"405 KEN IxsiwNf"NMI 4..46166 MIM 41t^t 4p.".¢~4546 ODD M agar is 49' 7 t OAK Ilf 3,VAFS WM f?9M Nn A i Cssf"TOV Rflt'f SIJY:'f.ANC MIs=it&44 s'i^MS Ot• W MIS G^lttsb. I9614M.AA s.0 M lits MJ Oft 4wo. ts"55 ialfo 01-cMISt 444 so 4t9411.4 or we M"Ys 14 CIA 1st IO Wits 4• i caflira-KAK Still Mt csscm SA^fWw i O"a s.*m aitw vois aritas i2: p02:.+U5 Lt i►L+ti iJc+t P?s It- st"Ift +►wta00 to" 9044lt I&OP Woy44 94-00 0. l-Aird- 0"m sk"* sw 6.4 SYIOtN104 a 1st 1 §rats WS44M IS 4Ag4tAILI rt S1901t►1-00 ti4.04$1 V � 01"Ti:o or /m"s SI[i.14.1t f4!s1iM"441r140A Dieu e -COS &Etat :f4 wC i?LLN of fromicarm •ACOItfa7ttt a1.LIUi iw"W"J46i 10016X3 IS PE91'WISISM114 IF FOMICAtpt. -101IS PMA IS tfiNit4 4irtr f0ar if* LG"S#t. FpiDYi-0006 iM" Oink ltttlt 41 1�01NIG shit lit. MADE " If MI lot 1+E"f5[e1t1i f rAF VK MUSS f"PMAICP CA CLANK fiFAVM 110MIG p[N4 IMUIPL&IM 0#6S1E wl it•V-e iw Lot tE1t1ICd4. 9'AGtt'v'NQ"e M%1014/10alt K 2s♦Ptiff(up FASatalre,FL4.5t Sal 000 votl1cmS. 4160 304 l61m, 174-A V-4w at Ftt.SE WA 04". f'II4"0"Van 0.GM WAS FKS[001"M 06M Kitt K 4114;. tY 11tN 104 1l-1!y can. LOWPA 644-&1446 At 1410.t. am WAC6116. Il1t l-7-0 i-A-a f-O-R 5-9-0 5-9-3 i-s-I1 3-1-3 IIts1 l-5-i♦ � 1-3-ti 74 tali Nix"Right O-UN-1 1 12 'V 0 4070 371E )TEF Tett i\ �,"� t77t 3590 12 2tet a ri141 4 '4 1044 a of 124t 144F 720 '1 Get tied No I 1 f);20 20 �^ �, i 1711711 #3.51 of 1 „ t3 r461% *1 ]^4 jb Axa to 1'1.1 1x �' 7-0! i•0 9 x-0-0 IS-I" 7-4-0 7-7-0 WILDING TYPE: Emlosed Reafdattlat n .+ t-a-a sT-a sa 1-i-0 CODES StwwbrW 8uitdi+r Cwk (SMI 1991) VINO $KIDS 110 apt! NEON ROOF N140I 151 7RM LOCATI011; (50 areal NET MIND VRESME PAUD ON DEML S MM BELOW S1j UPLIFT CM WION REQUIRED, w{0 !AT EACH S1J"MT. SEE MOTES to AND 11 Awn. 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A Vols rttAS W OWN cmi&t FM 1N mo Ifoaswe Sam" Min 1 anew" 1a .4i afainf WINCED aT w••1 OAl Tt•S1welat Mf74 1ta�s f1 71 4040C 11A 1tans 54 Mrs ri w=&Oa LM fvku Mr 01 ras now as. {4411tAaafO,a&vhf 9ptt tO9VO MAR, 4116x8 WORMW.4wassi W Ill o[ai1 or i/9 02%"111.01 o e o aawas h A"IY•" l� 41 W1itIPa 1Yir filly MI TA LM 011 I+K10 U00lt SAM IQTa%"$ns701 4A ® VOIJ1as Kw1Yp,ibllit in Stith wWGLIIO CI19*OAR W Iaa111 40An1aw 10"W114 06 . - "11 a1feA 4raM OG1s 11i 119 ,ptaNai lM 4 M "• WS 191141P WS//".ICM" 10 60PUP !1u r1aA1LS 0 09C44010 ar OasMS tri .441-161 1O1 olmosetwilea M AM LINAGPING WMIER bf aelllliaua KA/us"M MACI/104 T/aISMS is PIS"MiSfU1r Of rf4Pt4cAw4, -IRIS MMMS IS CESSAM!"rAllt IOP II(1G40S SHWA 11AMISI01 f4111 IK OfEIElNl04 OF ft1111/46 NOY i1I WADI YO IS 441 144 PE"ISIiNm OF Mc Isk"rfINFIFE ICO(P CLAA1. -wnawAlf 410P1la71tat 167191"I tit" loft tow- .ZM* IUI 3.4 17 :-S-t1 5-x-41 i•4.9 5-0-4 5•-a s-s-Il 5-31-3 1�a1 I-S-14 0z 12 12 •: 02 I2 74 t11f (101 1111Ktt f-N-7 !2 , ve 3430 7711 6fS A. ]e6. 7oDr (11 720 ` 3ss1 12 �+ put \ ^ ♦© ISN 1 a9 ' t`V' - ' SII( 1610 1070 1211 IW 128 2x3 5 171:0 F 17110 13.6!4 W •.� w Is-6141a$t �$ M 3441 Sx5 Ye 1x7 I e' 3411 2 2e Illy � 12 M #2 is 4z 92 RUILDINO TT►Es Enclosed R«ldaltiel 1'♦O »-o-o CODE: stevubM Wilding Code cumi 1991) WINO WEEOs 110 M* MEAN ROW NICKS 150, TAUSS LOCATION: cie) ara MET WIND PRESSURE USED all DEAD LOW$ SNOW KLOW W UPLIFT COMECIION REQUIRED: 0 AT EACH SUPPORT. SEE MOTES 10 AID 11 ADM. F- MIID tr sser. 1 Me1lyMun deflect Ion occurred 4t Oott4M latnt 03. NaxlMlAs.t:we Leed Oetlection e1 .331' 45/161. lade■•.268, 8./13411 McXIMua Total Load Deflect/on o/ .519' 18/161. Index-.281. A./8551 3 43- q3, aW N -ZZ-o!3 Uulrto Trlw'3 c-•1 � aAs11 o$vlslw PLATE f11VE: O.C. SrPACtMG t.oAar/t6 e150`1 fc LUMBER MOM: 37-111" M-97 SPEC T-11 0106- 0 it►1rE E116rNEEJaE» t11i0OlICTB rtic V-2000 2-x-0 u VC 30 2x4 e2 D5 SP Eli. raft in% Iftyss Inc - SDS 5 ISD$ S_ 65U PK%v eC LI414ER sla• ?x41 e2 0ACT: CE11rEx 3706 A 0a1E: 25 Feb 1493 GRAM PRAIAlf_ fit 75051 7.0 III. lc 7 a 1214! GM-3960 -1wr--for ff. 6C OEDS tx101rT 1R Q 544 3).33 0. ec to 21141 03 SP aoaicss SCAUE: ,f410EA VRI/S$ Ralf IMSA 11V1E V01A. 4Y faCf P1 AS .411v M t0if0 1/8 ' m awswe sntl as or "sacrlwarraatw 4 HAIL V aPaaafOr.utas ah116 me NOVAUa&S.wlatana•M IS, Ma M61401 o ac NUMO.&4580041$o ac CiWwa.OAf.• to f 1""CATFS.a1N,a M-iw.wai &WUA 1tr4 atw i : CULL 1.O Iaa«.."a"am Imog comms. -71.VAN %a Holm G^Uxl:•.all-aw arr -8 w.m auwI!7 l .a • Il ~mmatl.7.Ma.aatii►ra v M i wrcc •(a1N1fM1.rQrwl"P Ma:/M•9"RaMS.nags ALS MCAEL 41f00.-w.Qdm an ten Mc ON accaaomas N 0=0 games* M•La.a :I-M.:n.i toaaaall sr-ma W a c W.- N 04310-•rnC"A SNUAG tR!Ut W ALMAK.0 f 011. til 6CS940 are 4Oea IN 119 LOO Si Gomm a We 60- 6119CR•&034 a aos"o aaac•AKL Laau IG1ao O/WArISa UORA&W W1 an.COG a4.tR:/l,•^411,IV4191b, %$CARL Gf&►0a SIaM'rr44,.PJa►fae aA be 40114wL at O-WAO awlwD/M taadm08 `m 7].a_ In% /La meta tot: Ili ALL CCaowf13,12.DCOG MINIM LS&A" 111 as Low11.4tr 0% WAS&Mame.tUV~K CAWNI ("SCSIlls fCCfitOY to Kia IOIpa:IS LSSOCI041dn iML SwA fus won OIUM&Orr all►CQ Aro' 4.10.1 PtIaOM O9ANW" 1.7' IIGr6 got t(tY ^019 11%waLICi Ime 1146 1"/as I - s tws ansift 1%1183110 to C1M.cowa aw v4A*S o►• "• >1wS/RES 143 a"tr%&Q W"a oa La.40114 Too" 1410 t tow4^16 IF ow 10,46 slixe wO SPtCas of W a c taloa fir Unsal OL fro SOJMS 7 afamcllo tltLltO SIOrI on ft"m O.Aa1M.ra"s 144. . a MIL~04. U41aLLAttO.a.G-AK 9.MA (B#oft 41aA. Loam tOIA 00r11PI110= IM 1a 0B4Fa or a9 /RES aa•111 041 it wmw t!M la" 10-- 4 DW#"K*8[416 &11163 AE IAM 014 0 tO "04M alfts, gala wS o16Sls. to ® &IO►2a1Fa KJAU-a LaC//IJ. 111 S-SCIA wc&no COW tigaa La home&iaao 104WD0 be R Laity I01.4146 14 Ulk no 119 ongswtali.O w Is Uss IXLtOI 1S ami ICroLO to womal ON.Iw4a6 O a.9C1iS1 v I Umff6 in wto-Ot ail KCUK.10Nnai O/mt.L"Urc-swrtrica 01 IrimICATRA -AWItIow P&A1M6 FW ttaat]tUG MASKS IS iESFOalsnl►r Cr FAMIColeP. -WIS MALS IS OLSIQED Qta 900 0E LOAM 30I3I411 MOCIS101 flips IIE PWKI1f/01 QT 000Ua M16► St IMO[ WO IS 1401 ►1E nfS1'OMOIL If f Cf rK Miss f"WKAI00 OIL CLawl. -A0t1C110AIEo 8101141Cn1aL Nowwiot union 1010L Lara- .ilLa• 3i-t 7 1MaI 2-e-1t ♦-9-4 4-4-4 w-s O +a-o ` a-O s-7-a F#M 1 i-f4 a2 R 12 e2 92 12 012 1-5-44 74 Plf Ilan NNghl 7-tp>-3 t 12 v 6 7200 17.3& 4029 7 fs ala `jos .10r 3n# �\ Mmo I2 6 N i [7 ' �. 222• & 23IN a . Iwo 1769 &sar len 6341, 2*3 s9F 1n7t F t71a t�.st e>• 1 q 1-51+ss W I 7r9 age go a 347 —2 20 ILf /2 f" .� 41-4-e 1 4-0 92 al-e-o 0 2 ,z t-•`o d WILDING IMI Eltctosed Rastdenttal (11 CODES StatdiM OuRding Cotte ($=I 1901) VIND SPEED: 110 opb N MEAN ROOT NIGNTI 154 TRUSS LOCATION: (Se) area NET VIM PRESSURE BASED ON DEAD LOADS SNOW BELOU UPLIFT CONECTION REQUIRED: 1 / AT EACH StPPORT. SEE NOTES 10 AND 11 ASOYE. H me trlasses: 1 N4915040 WfIlICt(On acCurred al tlottor joint e3. M NSKIMIO Liva L000 Deflection of .347' 16/161. TnCSKa.261. K/12001 Qti NDK3aaae Total Loitl.Dellectlon o1 .543' (9/161. Index-.294. IL/618) ti Rol• 3 • z 3. 93 01((11 N PLY 3lump /h 143 ' CtAav DIVISION RAtE ttPE; O.C. SPACING LOAOIMG IP'IFI FC LUIB[w } tpalbs 17'0' MY-15 SPEC 1-12 OAS. la w ENSIO EAM PROD cfS Inc vsz000 2_9-0 Lt TC 2x14 92 os Spa ( tate. rot TRUE T"S INC - SOS 5I 4!k Q� Sao$ S. SSU litwi. 30 &C LIMED PADEC1: CENiEX 3709 A Oa IE: 25 Feb 1993 I tiia►O PAASNIF- to T1031 1.0 OL T2K4 12 Os SP C 7 LArOuI tR 7�OF 19 d 12141 &"-3940 vcA#c mw- -1►E`" Li aC 0 Q 526 OL aC 10 �� 2X4 /3 SP AODWSS SCALE: sa.1e[w muss 41.41E 1161IIwf IO►AL 41 1 `wCtP9 as .lar 6E 9199FO 1/0 .s �ad..►A wsws +`ypgyip`.ra''+of`'f.,r►b.arpc�/`� !� F� �w �ar tt t► `;GWO pt. a. �d �Dt gotV �01 y10 6 Ar,rOptt* a�L ~94 � t°.r �� attoo � l 10. 71 .e .marts ;p Ow. w s pt to 4.4 60 �. ♦ yyr�w � , *r, xS4r 5,-'f-� 1�j•+♦ � moi! gr r� g it 11 ! rY7• �i #i 444 Y 471'! •a +12 6. ISM r VIA IX s M+'r`r, 'dam rtrr! 264 \t� t i N s its ys �p�4p sivWsilo t fe ENC M��pf (Sol CO Oce ♦,ys h " w•1 4��•��1 o� 3?� � aa0�t6o1o.WAS 2�10' 3 8a11O ` si Q , , ,.Soo 00 st' ° ZJf� hcex 00- 2`s prd ! fi r 00 �� ` mo o +2 Sp 16— '°f tx+ is SP r �eSFr(r9` �S M� rr Qy V-&'m �OL fe Ile •o 14, .or r, � t1 orr£E��M'�r 1y✓' ,A q It1d(p*.ftL Dt W M 7lCY ld NaM/.*bis;. • comcclGD►{.IK IRMA i I.1151.4AfD S..«B-I[s.L.01 IDI A" R-310"OOr KPOKWO•CPi/O so dc CW/paam r 11 /410KAS s ti.tq ORK"16 Maxwa 0094 01I..1 W yCCIM MI 111b w1.1.11aS1101 emmm_ A*wd 1"T IK A7101 own&Dr TTDICs*,jr •Oi! A.-0130"ST.0 a 1d- 14. Y«I•u►8142*ML 9Y41IJ-J M IR/Fi RtiMlA1. MO IS O di W it 361.11 Sff%=At1R1 A► aNf9i Yn to I!I aam vm HIs an set R'WDAD[6 to azw UI14 WMMA 4P 100WIAS l.M.1S IPACM I6• •s W" h..4tlPf I.V[M1 I-04C R M"d In 8CGWaoK1 0110 Ifp DISI in A11t-I►tlC9 W ht LAJCS1 LPITNw d 1.t M4- ONeLtt•►MA.1 DDTT.i 10CM SPI Itt. w&9M saw&61EFl/1se tl/.t/4 tP1 MIACIMS as.FC:IIGn/JIM I:A110A. "C."cnatw 1"MCAFOs 1,Isom N M out wPa A V JKA 1.7pi1t/011MEM :OC a3w IM T4 7614 I= 100 ACA RMMSSHM 09M 49MM I IMEM t 19 4L C104 IMMML AS. WS tYSiw(660066 ti C10M."t f!'I %ESIa1 lItNKA- 1 - lafti/Nlmltq►Sqw- YI1TIM - as* A.KS Y 008"s-In s r CII.CA 114- ww! 04-mr4e IPt•T b6 Lia' TNA6 040 t(/It/t NW . CCCK*wom IILIKS.16 a/.IMT In""IS II13t1 at a•..Q9DE(.'w•LARS.k1 m 1611%MAA 10T WIND 4SSffMM 10A 1N tGAM40*001 4010 1 MAN." wi 9w.(bd I&MOM!►Cf.9 tT K' .t out II.SM"AU'"171 t.tds". LL 71 catergv.tAws SITES 04"MM N..tA►Fwas elf 21 MMS 044114 I1401.LAIRN Ift:*411 904A COSVOIN IW!, W%RSS 141130 91.0040E w Ing"Am&to 1.4.M&AS*A.49 tfA 40 Dm1F/M to x"Mo. M Ma/Clan 1IATI SIMS W 4x4q&A 916M WADI=!/K MM NO%0!x11►. 1, ® /fol:.l Rf IC.f.I/0ItU 1101 tT 9M.CIA .vast Its CAME 040"M SARA"we 9-00040 We 9.LAw4Iw u11.4 It GIs, No t{ at MW-I10f b lt4 0 Idv mstfM K Oft MAA/ 1.04mcp s►.• IKOIS s 6K,-Vji W 66GM1 IC. WWI# FGwMA CW AQUPAI Uld t1G.oKaYlI ID1d t C f 0.101 -AM OIOut PW IM FOR MM4X M MJSKS IS PCSPOISTI A I P P Of FAe111C1101. -has IrtbS IS WSW 6KT POP ME kw"showc MwflslLw f4a Id[ FKwENIImI(F 000p.G mist K lanm MO IS ICf/ IW PE:YOrt 161A.FT7 IF 11( M43 FatA ICEli.1 01 CLAAf. AISIMPA D IOPI"I►L 1t301E1011 uO01 10311L tP10 - .101' ]-6-la 2-IN 2-10-0 ass/ 2-l-/% 4-0-15 "-a Dy-Y-O 4-4-8 4-7-4 MR]" 74 FtF T-5-T4 12 12 Ii H 12 It Ii 1-S-t1 IMx 141rtt S-fO-] t Ii Q 6 Z». DISI 41?. 364. 4670 t 1 1 1 t2 y4 N � � � �s' t�. o a \� ' toe. les. 1930 1140 1466 ae. w Ogg t Inr r.1, a E1147 W 1 704 3116 324 61ns axe 4 14.514141 q1T R 12 f M PLF 6-3-0 4-0-4 9-0-0 5-7-0 G-0-e N oz et 02 .2 12 M 1-4-0 1-4-0 1. 77-8-e WILDING TM".-Enclosed Residential OWES st4ndaM BuIldlp Code (SACG 1191) L£1 WIND SPEEDS 110 q* MEM SW RIGHTS 154 IRKS LOCATIONS (se) area W MET WIND PRESSURE BASED CO DEAD LOADS SHOW KLQY UPLIFT CNECTIOM REQUIRED: .. f AT EACH SUPPORT, SEE ROTES 10 AND /1 ABOVE. M NO trusses_ 1 Maximum deflection OCCUrrea at bottom )olnt I4. 0� Iuslmus live lose Olef)ectlon of .407' 17/161. Index•.3-k IL/10911 i Maximus Total lone Oef)ectlon Of .630' 110/161. Indsa-.345, (L/6961 N L� a"- 3-z3-93 V/W) CLAM oIOISTW RATE TTPF: S.C. SPACING LOADING IPSF1 TC Class" 11a16S 37*0- "V-6i SPEC T-14 �T ALPINEIGGI EOSMNEEMM PpcnwwS Iftc V 2-0-0 Cl tC io b � V 2X4 12 09 SP ERG. FOR TRUE Tf1u55 II4C - 906 Q U tA-FM PnAtwtE. 14 Vast 7.0 OL Tc 7 ac tlEII tr: t>NTEx 3708 A 0461C. 2'S Fab %999 1� I9 2x4 IZ l c Awo ATOUf lot Q 1214) 660-3e40 "PCATE-iMK'- -frif'-'Foli'ST LL ac e mass504 333a OL aC 10 . 2x4 03 SP AsMiSS'; Scale: f4El/efa Iii7}s R►lf 11D51IIIfIF IOIAL 41 I■CIPt •5 Now Ilk 14}rEP 1/9 I- too wll rash w A M41 server we alwl"M swam 0 ewocvm•.Aws Sn-ta K met aa•ta S.K/a4CAa a a0, 80,ALL t64510n 000•OAf.6 A41sao 10 K COO Math r IJ• 0, 4@00KAKS tatl1010 twttt i e1lKOh fie.0,/a_( WeCKt "If r.rwm H11iFjt tawma. in vo owe tea Jaim - SPACM 6.CllrM Ira' mom ft"am l9a110N0 few" Ir I1ALl16tIMOo YL OW40UN O 119 get" .49+.n4P11_ Ai Is V Kiril•1ta3-64 am= 'asst ata wftws afap A .tf ok,"S WLIC[!tl!0101 0=01,061116 10 YOGO ban OP•is•a► am 611L.Clo:.11av9K 1•.c0 K" .• tri... fewepip•taNCLIO s..t►as W brig W/caWML aeO- rasa oftliA/!astoa Oe o.g ta,Ku onfrola Cr M w. &tYPCftt 4-891C•-Mottle Oda*WK1 741tAss east*61'eftlSF tt9M17A wo ANC 111*Jeb a#[CI law K.sa KA"Q S. flow OCfIM soae4rpS PA%.M 4A N lot WAINKM h e-I/W 41"Weal Ila90016 VIC J10 9N fq 1011 MIX *So AM C2ePCSS10.000 OCOMM.S!!fa N!/aMMUO1A 90-h GIs C/Stla COICAS IG CMn1 wh Wst9W IRYNICs- t woos/Meow""aswisiptle I Mo. iw'J rots.won '4P.t16 w-911.90, L-r Ola i PtftcAll wd-I-Ws 1/e' $sJA foga OCTAL Pull L409"1"SOCA MAISES Ito ^ A MS 05111 IS SAWN On CLane m1l¢lM pLA11S 0411 m IM92.ft"•vS estw cts14-Fs COI 9.4 tf+sias 909- •fl-1 tnaILL Cr-sINCEfi WAKI6 YeK1 •I .C' 6 t 441ra 114 NIPOOfK r:w WAS". LL'. 7r,0919(109a 0 #.et SINS,we Ywi as 44"Pave"ode 101 10d%OPletPO b6Uu.l1a aK WC yoga DOPOr tay. tom-01110 sl.dsv0IN W t1� to Ia w V46 Pk6S 96 so. K O/9 CA Nu u1 910 W"aWe. 'a 0064[10•t1.#R SotFS 119.90ti6b WA Vito IJCKAN SAM. WIN 1005 OS/411 to ® II411CAlts wan NG COC41#00 11% WRECIt 11104110 C/flt 110ma K 1111,1100 Walk teQootaA me t.tasow MtA1 6.4M 46 IM J11p.t►tlo►d We a .PIS"It TWO WS APKICI<J A 7aP10. WP nuan O CK010.IF MANES NJ W lv#to It.Ct49s7W►law SIX UAL& 269w,MQ LW14LIPATIJA -0010 I&JUN W JAG 94ee I FUPICAICP KAtll'fara ei#itffi Ia NN411N41 U440S IS tCSP06r4lt111 OF F#MICAMA. -"S 1WF IS IES14"Cwo FOR O( LZADS SiOw. TfO 1Sttrt IOP IK ifrK2111.09 OF K10046 MAI K sum me IS M1 na P wadSI6ILIr-f IF 16t NkM rYPIU/W 871 CUM. alliciv,*$m folie ix OOTBlx7 IsQ7s 141t tete - _Ww* }¢t� }1-0 5-" 9-x-14 5-11-14 3-2-2 3-7-8 PM 74 ftf r�s-14 •: e2 n t-s-te ltsx plaeat �-fag � 12 q s 3wo Sale 361411 awe stop p 1 f 1 It \ ,2414, N a p s 354 %�,y ax,2e peas Wpu bJ 11321 t0e tfbl 10# she l - n 590 17121 �' ^I I'�q t7i2e Iasto 7 W7" 314 9x7 a5S �� au0 17.6)4191 sots —2 a 4141 26 ti.F ti-}# 7-H-f0 3-]-11 3-5-1• 'S-2-2 7-0-0 e2 12 12 12 BUTLOINB TYPE: Enctosed Residentlot Ja covu StswbM fultdfnp Coria 06=1 1991) W VIND SPEED& 110 Wk NEIN ROOF NIGNT: 154 TRUSS LOCATION: (So) area W NET MIND PUSSUtE OASES ON DEAD l S S"M OELOY UPLIFT OONECTION REOUIRW: 1 d AT EACH SUPIQRT. SEE NOTES 10 AND 11 ABOVE. M No trusses: 1 "axis" W 1414:tfon occurred at bottom 10101 04. MaxiMM L/b0 Load DefloctIOn Of .494' (0/16). Inaa■•.4. IL/8991 MaxlatA TNaI LIpaO Deflection of .773' 02/161. lndexii.41% 1-/5741 IIECOINE WED cAWIt -12• A, 3-t 3 93 OW) cv 1� RE3-2 7--93 c_.it 1� M CLARY OtVISION PLANE FVPE: O.C. SPACPW COMING t0, #7 TC CpjNoM 'TALASSt 37'0 Nv-9 WE T-15 AL.Pyt ettlewco O Prioaw:Ts Tim v-000O 2-0-0 Le WC 30 2x4 12 Ds SP tri. FOR 7RLE TNIISS INC - SOS Iwo S. 115111 Polley. C 111l OC pfkuKCT: CENTEX 3106 A • Oa1b: 25 Fob 1993 d fsu►O PAAINIE. TA 75058 7.0 OL Ts 7 2311 42 DS SP LAYOUT IR 121411 660-3040 I-MC-ANf'K-- 'Toot—l'Ow L Lal OC 0 11Ee5 Q '594 33 33 OL IN: to 2x9 43 SP a009I[SS ttE11HEP lK![S5 q 411E 1•15111vtf Total 47 tCCEP1 AS "AV YE H.)160 +F w► 'fitV aaF W•'t+ 'L � iia" !S`p pf v+ P vs►r , ►+ 'a +T4�y i d j 14i. Otto.��ttr ye•>< ;"'"�cY +* • wpm CA 0.4,60 'Wt�pi.a •!J� ,N !O s yp1 :li , iFO� �t9lt\R •n .ya ,u a A•+' sstt ►ef. a i; " �n�0wta«swo- c•+ gow �"",.0jpl h OU 1l1A W+a 1+�+ o1 fad ! o • %A41 to$d" +as ® .t+ cli/w h•ltsi c+A va.+ crp ,,,p1 ms 's 5;40-0, « `ietai�+» r svr"E �,.' tpOW iatc ,is i y+J1W w,,4 + p. ,. EUt"'' ocS1 •r•s4 O -� �yrsS fS f 40juy a)yU, tatty tom• tw 1i ,pt. w •vs�",s+a" y,,.A►'oe" -1►tls yB•/ty+rci#lsytcA�!1 tJ�1' SAM*p 00 11" &v p,,ti rltar+ t,ds�+ b , 14 Sta tP+ +a +• +"PIK.a;�Mp+•'�o,,r�,,nis� '�wilts t1r�� ~ �,,,au i��.rwtv�C �ctfe+tW I ,�Zo$10, iia ' ' i+ tsM�+ ,ns+t� M1.6 + py1 +d,tilar 04 w•t41"1 14,14W �A FbF d e c�s•astd wpr t' !7a •'►b� 141 9920 7ASt A aa41 ! 71290 ibrA ► S 2-Z -�`�ii ►h'iA 766# � i 1141 �1.ta 1 8.3-14 a7♦ 6-2'x ►1 2p1 =t9t )� =l791 VS-14 y.rx )= ZKaja -04 t� ii?• 1 rpai4+ ri0.) 404 l� ara )a3 �'�S. q 61� 20 9b A 1 p a 2� 664 �) !IM Sol aOtt �t1 '2 /a v3 ►a �. � g OU VIND �� 51 s ,,a15 3 dELO�J��- W 1 so-to t0��lots Se as� 10Nt, 0' M if at* cites cow 1.a-e �fttt�g to �y,1n maws N1 til laeyto c. w 2'jEf 14 O.c 'a l"A" 1'r•X.a1)-IP►�'i0 cs OMI t0r tEM Qta91•� ' its to Gaon p• t0 a0%04. W1830 gy=p al LLL 1Ip� pa bt UO >w 5 00_ r-' .1 191'33 0111 LOa�ls►9� �t�ra0 191 161• LWS. a5� 3, Dtw" 37.0. y!V sip 25 Foo �9P aot4� ►�M p' 7. jt3t1,t' Q�`�� r�+%%Cb � �7� U1C Os1E F" Mi1Rl��'• "oad at1actt.��pEa �i �`[P�v 3� c': lot& tcyyssas'. t i1E�" 5p Is 4W110 �tt�A xXb •• m SP ,Vofiw- a �' Q' O.C. 50t14� tt21Aa a7 `+p waste it gas V i t< t !O E* LOA Nyi asst 01v1510" ppOPJ�� 13 53 flits �1 �1os sa i5�1 ""It 4L! 1s°�E VIM��1:4 V' H \.1E6rI/4103► M 0 tK frECr Iw►.9XISE r 4rrf(T, w m6iLIM ftp ff 1rILt t ►16/M."SMwlwICM& •. ►1r ata 10650.41IM/41"1/6 L%IL6 149�WN/.�A• .M � 1.A/CJAI[s III"^ prcrs 1 6ma /.04 aftj 9tEClf'l� YO Iff WIrM.WSIv1f t171T0M. .7.Un.I..I of 0150 tw.CSL 4r C11.4D 3/4• 1119 Rftl3w swa1r11n ►R• W IMSIaaIIIO.Mc I11KI17.C/ f.c I11b1 et"weel. MO IS O.4,Aep ALLirY1►C SIR9S 04VIS aY MLaES~ 4 Iv C040%WLgcn am"M/6 ood"01A I/CD•J 4014% 410 OALa Z&I.I..:IML.EAOE WPM*It' •a 41141+; 10Mrt14P•QrCM6 6sNutG 141 IMUK W K=61C.. M MIs" fIM KSIM IPI-8XILo OF I.L L1110 SIS1.1J1 Of 1K MS• %#fECNr SNR ••OfICM 0,00 5ft%=. ;MCLS 101to 64.&IWiS[ CuFfam wl 04[1/4 A4 1KC/F7r P.at 1J11"16. . IIMW tf'SSM SOIrE.Ims rUftlu 1 M *9 SMIMIM I. Fswo APPq/K tI/OiRi %M DQ fns 10 71st We Ili 0419 CQWF&361Yt COCA*SOMPIL ASUM&14 K CLMISIIdt.A 441 IMS OISWM Ci1ECA6 n C!"O.1 1►1 QSIff w"IFICA- n fp"140plCts ISSKI►114a - 3701. •MCA fits 94.171 11411416 art roball Sow YtE_j RM7O 94AINIS4 I/2• 11976 fps IEI/L f►alE sat(CIEL tr00 11MUSK1 MO LL >! 3017 L5114"IS ftsm CM CL.r1.CWiLM fU/ri CM. M 104115 fWAS IMS MW QUI~fM IK LGMP0 7W► WP 1 M4/L► at I0rt.06 rAgNma W*Mw 61 W f o 41IL If.fI6140a.T4 Vivo 11wns Y Cd/i[10E RATES Slit Of S/SM O/"ift FOaES-OL. - 4t MISS uwmm. IMIaLlltlu.MC t4 SL..LL wrom Mt.n. %I&=10366 91143t11Sx III to►ti"ll M M lItM Mar N MA CP MM1fISr 111 IM•IY►. Q MWCVQO aLAIE Sun Ari U1tm W S14RM tw%w O,Na ftlw h1S 00100 IA ® "I rA CS IL►LIIW,taGil}• to IWIM.MOCLI d Calf 1.4ha0 EE IMM Otf1Yr 9.1/PIM i Ir L1461. Ira"%Y.L14 Mfr 1.4 Mtal►1 M CrIM • Iwt's OfSISM IS am ItafL.T to 90f1I7 Il.M IILOIS d O6L31CM O wusali 710 Nlxl iVr IECOIfmmllatE -W 1 Me 1.%41116 f 1 VA&PIC&KA -AM1111M mFidEP SITCSYS Mal Loa -7id111OW RAM&001 tW41r* MASES IS/LVU690601I Cf FAMICAM%- Rr 9-7-0 1-4-41 3-4-0 9-a-o a•4 a 31-7-01-S-t4 •: - /2 •? 02 1•iS-10 74 rEO.s 74 RF M•x NS/dIt 3-10-3 / A-4 414••-e 1290 9290 12 0 s96• 9991 So* 1 / + 1 w li N 2460 2491 At N b� 1220 Iry � 660 662• 1540 E62f 1160 W .. .. "65f 2616/ot 1 I: 13.51 nM 104 M7 366 541+ us 014 349 F- 20 45 >b Pis 7-0-0 3-0-0 M 1-4-0 1-4-0 02 62 094• 4140 It - 21-0-0 MEING TM: Enclosed XmIderwitlot OD StNKWM&ritding Calls (fiCCI 1991) MIND SKEDt 110 so HEM ROOF NIWTT 150 TRUSS LOCATION: (Se) arae, W NET MIND MESSURE RASED 411 DEAD LOADS SIIOMI BELOW UPLIFT CONECTION REQUIRED: 6 AT EACH SUPPORT. SEE MOTES 10 AND 11 ABOVE. F- 040 trusses. 1 ltaxtmu0 Oaf lection occu"011 at bottom joint 03. Q1 501930M Lire Lead Deflection of .164' 13/161. 1n041L-.2W- (L/13701 Maximum Iota)' Lead Deflection of ,288• 15/16). Index-.274. IL/8791 Rw. 3-23- 93 D49) N Q V 3�2�'�31J9t\D �►w3 QJtflr 01V151flI Pl>ttE tYPEi O.C. SP¢CTtltl LOWING tP5F1 rc 6u►sr 1S 2f•o• N-7 7-r7 ora. • ALPINE ENGINEEMO PROf]tILrS Inc 2X0 12 Ori SP Ella. FOR 70411E Tfk*S INC - SOS 1 1801 S. a" Parr 11-+2000 2-0-0 LL TC 9p 5�! 7.0 OL, TC 7 DC Lta�a PISQJ&CI: CfnTEx 3708 A WtTf zy Fed 1999 Gf11410 PNItr11IE 1 a 75091 2144 12 OS SP Co It Q 12141 660-39W PCiKlC-U*A: -(1� LL EC O trtn5 LATauf t0: �� ]]2 1 0t 10 2x♦ 63 SP ,a[dia 55 3/16 KaBrN 11i7SS •'t 1st IMSIIIVIE ' 33.39 10,At Civ f.Crel aS war Of to1/f4 3/16 ltawX IAMLL r or 09 "cc if OW aMALIwN&*AMA 4 Caf4KtM MUTES SMALL E IllfatASS SAMOS aLIL"'Oil 1% Aa 1961911 ousts;a9OALO.s assX4111 N E CCWe wotJY• or 0- NYiUt(f 96I6w► 40.4tli.4wepa :/14 010.1 atCflC& ABS poi ft"Ima.mws%04 WMs+e. M 4+OS tot/ 1.9.Apes !tram o.I I30O•Lr allll OLMMD 04EATWh0 lit' I- I.slwlstf Or.A.f.p"MIta Or I.1. Sands, per woa_ No IS 'wi419.P 093->t014Lt STRESS, L67L 0" *MAS ALOD Is ICr C1O11O.!LTRs me an N Ctftd C41m 16 OCCLAN we/e 610wae0 :P wwod's a"oc b S►O[Ep k' S a XMa1• ISlrft..P.runs sodh"K Ise w fcil R 91in N few ESIa/APE a""O. IK Mamss 41MINs Or 0a mw- 6!/491%.Ae►.t L MICCAL owsm 9ft14 Lft ES1 IORO 6309110114 ctav"A Wr OLACUS 006 Vw_-I%0s 0-i1Lllcm. $m" WSW S1Y60066►iiS.O Be 4e M119a.1 A. f-XRXe afN4.aL etsyo6 um;Xmas rw /Ca Rota low tN MS 00.6 11Is AL oclm mIsbalSAL"ONIS,N K C10/Ewo/E•e6 $aft C/SIaS.41111OPM100 15 C/alUn ni 60th/wqV1f 1 A- 0 ro."s Alat[acts ASl11[la914a ICSH, OKA fate r-tas 1PAf16 R 4111.69 149• 10t0.i OLnC'W S61L1.106 IA' IYJ6 KP words.SWAIE tCA4611ED Now Wks"1011 A D LU3 OCS1M fa is"" .4001 Case-up/t1tISt411 M ES . ss nN6S MS am#11[3140®fM US twos^9006 lgAL.1 M I&A as INW10%MXselK woo It N' f 6 btu If•11atC6QM#Q% Ut"S. LL. N taMYlp 1"1417 f131S ass SAM of 140113 FORMS us- W 11111 4111641K lofiaautlCIN ALAI MO swu cogs l pa/A. S)C.ESS OCIM 9l dPWI51 SM ui KsYo OC W IP[6L w.K Cys Tom"awIto t1 AM Mo. 1 C4AfV"4Qt PLA IL SIMS Dal CALAP&OIA 111011. 4/CPM 41LE9 sfft IMIS 4911170IA ® pQICAIU E.A1.4 SAL AVIM- IT uf.01.6:.nE SOUNAL 1 "-Lb TOM@=-61Le DOOP1A1 WC 1,1l1Atw Laval Ii rA% " IK wwwMATH"o•1.4 1pMN LGM snit"Vit IS. Ctaol SOr ft'VwS at ww"wor O toums WE LJe-1s fa.a9C9101"Wl1i16 Aw -COFI&M 11104 0441 1 W61119 VIEC If IEQ 9,1 1 AORICAF -WIE1116R NUCIE+1biFF43FS IW L"O. -AM111014104 FLAIVA fin KU41116 tAMMS IS 111SPUT6I6tL111 Of F00"CARP. -IIt1S TFVM Is GUHAIM CM r FCA 141 1918 SHOOL piO6/SIDS FCA FlE Ffirm tel OF 404016 041 K "Al no 1S nM It{ FESPOEile1Lisf OF TIE TPAS iA INSICASC11 CA CUP@_ pM1 1-7-0 4-1-11 3-0-0 1-H t-3-le 1-3-19 74 Nt.i was t4dight 4-10-3 l t2 end 273e ^_ . a a 12 4 7 3P2e 32141 w �►,7 ,S is" \ soli. � b Q f ass $041 lose KI i t 9"t sw o W wl 1n 140.3)363 13.51303 >y0 3X1 ' 3144 ?0 PlF E- N tW-O 3-0.0 9-0-0 M 1-1'0 if-o-o 1-1� A WILDING TYPE: Enctosd Roefdantltlt tt AOWrrz Stali%kN building sods qua! 1991) n2 (Q WIND SPEED: 110 Wh MEAN ROOF NIGHT: 159 TRUSS LOCATION-. 00 area NET VIND PRESSURE BASED ON DEAD LOADS S" M SEEM W UPLIFT GONECTIOU RMIRED: 737 N AT EACH SUPPORT. ] SEE IMES 10 AID 11 ABOVE. NO trossas: t Mashy rl 0018CLion occurred at bottom joint 0402. Na,l►nus L1v0'1.084 Oaflection Of .069' (1/16). 11'k1eX-.098 IL/ 662) Was1au11 Total Coad Deflection of .108" (2/161, "ex-.103 (L/23331 N fiev 3-ZZ-93 LJir4:) rntA.TsCi t CLM" Olynttst oLA1E rVM. w.c. SPaclue LOWttO 0XV11t L1ltlWw FFa16$ 21 O' 11-9 1-18 DOG. Is' ALPItE EMGItE6fE0 FgwamTs 1AC r_�000 2-0-0 2X1 #2 N SP 0 0 . Fat TRUE 1111433 INC - SOS S/ see S. 6511 wVV LL EC 30 ec LtDrEN P110.EC1: CENTER 77Q8 A DAFE: 25 FCO 799] 1 a r11AAa PRA iRtE. i■ 75059 7.� OL 'C 7 2X4 12 N Sp Q 12141 660-39431 ♦VIF-APICAC_L 1711-C-TWPI. LL OC OLATOUf IQ 244 nil 6iC 60 � 2311 03 SIX AGOIESS: ,04.aBEq 1311135 P1a1E 1.+SIIIvr9 33.37 fol AL 47 SCALE: f.tf.►1 ALS M+• FIE sal 1416 3/16 „+ 9' nm9ANS I a1Pdl 4M--O*4LJSI4 III.10004.. w 4wlw s.1a► AS s .tD sc•*v%A4 r8.F.•4wa0[S waccro..tAlEa s.rL r I.6Ia9aFe a.a.t4.lcrA•o. It. .t9 Ie 0.5 1.4% /0* J4S At 100040 la r Ov.0 OJT* ►sr N OtslCi re Io.wFv.au93t4V C�r4Ts«. 0.s•/0,. I.YI a1c.04« wtac a•1ItK.. N/tr 11.140 .alrols SI(l/.1144] ./L• 4v Ira4«1►tIm r41 9"cNu CO' 104E Iwai 4twv10.a •.a. 11 O.1700 I.4awaxi t.r u fis"M ILL a44AT was GO h7 014041,f1R14A u!Sol mcc"413000M to 4zcM. 401101, U..1.4L J 40MCI.11.oaQJi WICK* 101' •L Wu, 1004CAlar.e•OCI.f Lexi 89 0=4 W 8tau0a4s 411. Few OESI.i.�AL M tr.IIE LaIES1 011801 W 4!1«• OIVOCIL-SA0.1 a MTTOw QIW*WNICR. :19477•Dq0 4,W^djSE '711400 tot o11.C1..a No QEC110.►.<ICJ/106. 0 11• a.WIA Sf".=-1Slw O. We r•IIWO-L % ►-K".rr/ellfl 11J40[40R a tK •L err R41.1OI/MC-4040 KID 80,44 SMR41.1 alt OIb1C-40405p.011►ASINM90 40[ W OYeIM t6 411 IS 417101 C900`014C900`014141of.twIRnl Olart OCf ESISM 4C /Kr• Feud rr001cws.S%C1&1#04 ML 10=6 FIAL A-t2A MADAM O.111Kw 7/40' 40101 1 ft"0011 994t..0.S 017• 1100 VCR-91-L RaK Caro Co"41016%tSYi A.4 {l, 2l f.•/S 85101 If Aalm W.CLAMP OOr1R:101 PLAKS par A IMS MRS 14Sr AUDI QS104ED F04 1.!tfiaN/a 9411101 0"M.1 CASAXIL 04 041.110 611AW"YKm al K' a a 4ar4.160 ST"00 A fy1 PRISMS. 1GSFOEIOw hAits SVCS aa(."Im as aMI mon Fown O .. -04 S 4a1M11I. 4414AA11411LAI 1« V94OLL Carom 94164. vttu Io/iD ent"1114 1M 10 bd""U NA aft"W Si OW on Wou low W P Aw I_ 0 G1IE00.FUIC IMS AM CAL&e&" OIOIr 4000CM 901; NM MK KS1M4 1111 ® IDGRA CS auxam tw.t1100 111 SFECAAa 4w"40 CAN fY►a" Iwlf«UP"9gr►W 081 r•knew. 4900 l,:I% 116 I.E WCr1ATf0•Lf 1.0 0 A.IS OCL364 la Apt.10A04 14 INWTV!.r Ttt164S 0 em C 1171 0 1106AOS sm.16-A4 4O/oCL1.E70.I100a -W@'IQAATFDP AM LWTHC 1 If:O I Gl -00014104i PtAI114 FOP►W41.144 TPUSSM IS PiSP04SMIL11. Or F&MICAMP. nl)1 S-s-1 -1/-12 s-tl-it S-e-1 Rif {i-U 40-5-1• 14 Rf Nas might S•7-3 Q6 3668 �5 • 12 378F 3781 N e� • 116. 1]011 1]sF 661 W \ eGG. x404 Ike 91111 394 �- 314 20 RF /.► BUILDING TYPE: Enclosed Residential CODE; Standard Build)TIip Cade (SBCCI 1991) W WIND SPEED: 110 wh HEA11 ROOT NIGW13 151 TRUSS LOCATION: (Se) area NET WIND PRESSURE BASED ON OEM LOADS SHOW BELOW W UPLIFT COKCTION RM111ED: 737 I AT MN AIDPMT. ] SEE NOTES 10 AND 11 ABOVE. F- No trusties: 9 Maximus dallection occurred at COMM )0101 /2. Q� Muse" live Load Oeflection o/ .069' 11/16). Index-.099. 6./3652) I; Maximum Told Load Oeflectlon of .109' 12/16). Index-.104. (L/23121 2ev. 94g) N �V 643 wmu rnwo I CLARY DIVISION PLATE "K: O.C. SPACING LOMIM IPS" TC L4,04WA TRUST 21.0 C01e1001 T-19 Ms. F ALPINE ENGINEERED INFOM IS lilt V-"" 2-0-0 LL TC 30 2x1 02 H SP ENG. FOR TRUE TISISS INC - SOS 5 100/ S. GSW PKVV_ 2111 e2 H SP Q, 7.p eG ItMEA PND.lECL- CEHTEx ]TOB A Oa YE: ?'S FsO 1993 40111140 W141AIE. 4001 7}081 OL it 7 Q R t tl 4164-7940 1"-" I4aT-Fbi3T�- a 8C I) .ees t ATOM to m t 9 lee33 11 OL Vic 10 21[4 e3 SP AOOFtSS SCa r .E.olp Iwuess A•/E nalnulE 10401st 407 C-Capt As HAV BE .101x14 3816 d TRUE TRUSS, INC. 10411 Alta Orive Jacksonville, Florida 32226 TRUE TRUSS (904) 757-7500 FAX (904) 757-7336 April 2 , 1993 To: Builder, Truss Erector, and Building Inspector: The attached sheets provide Engineer Sealed Specification's for: 1. ) A typical Garage Door Header where the Trusses bearing on it are Gable Trusses. 2. ) A typical Garage Door Header where the Trusses bearing on it are Hip Trusses. 3. ) "Hat" detail where due to height the Trusses are to be Capped. This Design meets Wind Speed Requirements up to 110 mph. 4 . ) "L" or "T" Bracing used in lieu of Lateral Bracing. 5. ) Gable End Bracing. This Design meets Wind Speed Requirements up to 110 mph. These specification's are provided with all Truss Specification's in order to meet most general conditions. They may or may not be applicable to the Trusses being installed on a specific job. If in doubt as to the Application of these Specification's, contact True Truss, Inc. at (904) 757-7500. QUALITY TRUSSES AT AFFORDABLE PRICES — FOR re a baV e ` a� inaeecr-tWticha,tt t.ta.tr Case sPaCes ee ect nadm rotessot Flo rids pep s 10 the Prof theptasoth d Au siCharge list ettrsntherePonehtruss uder tut dbataw are with Florida have be mbars istand accordance nu, heCeWh21x.23. attached sheet hs IndeChapter atttxed anxegutatton protesstonat 1 2 1 1 1 Of 2 10 1 1 1 2 0£ i,�1.• M� C 0 t :'per S�i7A 4+ sr�'RED E`-=' 11 LHDjA alaµ K M lot VIClAlta 01HIMA0 NAM96 M 0""lell ftAt16 SHALL M INSTALL40 a.OAIAICALLV N at I-Is CASH"LS AAMLtcAKt IS 441140%VW Ifums 4w _ 111 AD', 111 t"M LATEAAL Mulct"WAW^ (t/A ri".1 WWII. 04 WIMA 66191u019 00"00. M""T"A1 tot 40100. 101011CAL LOADING A14 too$61"lan 14 IM1MA•1101 AA Pttltr/OF M 10IAS. 00-4Al, me to M"w"ALLO.AA•a 0111th VA&UM ALL VA►I/S UM Y t0'a-a Iftlan AAA"01 wt00wMlg0 t0 OCIMA tat 1.0 1V 04M 11— M♦•190-L- $-AM*61100A h"' /t.001•AV 0AAC111a 410U6 00 SONG 1"MM00ft sM 011. , TM KaIN AAS Wean w led LAItSI t61tIN W 1,111"A- 0I/1tclLV Allow A WVTM 01011a O/llq. 0114.1 "A/-11.a M M#IHO HCH1904 SPOAMS 11 W-0-4.0. C1A11W.1 1/1 0AAC100 MA 11190101^Ak ICAIION' 110001 Ota101 aTAN/AA00 H10►11Aa 6V 1.4 INA1tO L T V-101V-1014411OAA►AOVAL 116AA[Aa: 10C IY10. AIM US 9014. MSC 0HI7 1 tM THIS 400114414 CWWOA 16 ONMOM try KSI0I;-4ItICA- ra tOT Poac$Alt ASSOCIATION. Ms. Do"/tL6 ft-In 111 114 00110+01000 MI•L at LNtrALL- MACia tltllll aV. IIgA 400 A[fAL A►A11 oOMAC166%*a LAKs AIO A twit KStON 16 SAKO 10 400►C0109MOM PLATtS MV. M THIS /MAS HAS OttH MSIYKO 000 104 LOADING 040M I/6'Mir.) 0-V8rI. M 10-K1149 K»EAt We=S Al 10'1- OwLtIf SIA10AAp0/M IWAft1, If ca"C100 ftmte 11316 IAA*AMD M AAAI SaACAt WLV. ON 114111AArING. 114IALLATIO"IAA%AE GHALL W61" 0 C /HA/.l. Tal M tOANA K led I.0A6 AAV K 011 OR NOW I0 to Al""AV. A tO0ACl00 RAT1 Utp Am SIVt"M Its. ASIS SV a 046. 011"THIS KgON to ® ISIDICAlta KA4114 LOCA11000. AXIS 000. N"moll 1. -Odd Web Length Maximum deflection occurred 6.72" from the left and of bottom panel r4. -CONFNUAATION t LOADING SPECIFIED BY FABRICATOR. •Plate turned 90 dap. Maximum Live Load Deflection of .234', Index-.414. (L/871) -PLATE TOOTH VALUE REDUCED BY 15%. P-Typ1Cal Panel Maximum Total Load Deflection of .322'. Index-.379. (L/633) faOFIL. STAO"G5ACXS PER PCT-60 SECTION 500 REO. Total quantity of trusses - I L rn 9 1 Io rl In In X 1< x rn En I"n o1 X x x x x x x x x x x 10 N In N 1n N In N In N In N to !4' 2 01t` to To n 01 in to t[ In In 1(1 600 1n R1566 llr� In - R-1568 13.51 (3.51 P•31 L NIS TRUSS AHALY2E0 WITH PPSA3 ORCES (Left to Right) OP -2280--2250 -5182 -5182 -6617 -6617 -6517 -6817 -5182 -5182 -2280 -2260 EBS -1533 2653 -249 -1975 1529 -219 -1068 645 -219 -218 -218 -219 645 -1088 -219 1529 -1975• -249 2653: =1533 ( OT 0 3915 6063 6798 6083 3915 0 --- CLARY A 0111161on of PLATTE TYPE: D.C. SPACING LOADING VVI Tc LUNKR2-4x2 12 DS SP DESCRIPTION 16'11-3/4" GARAGE HEADER A ALPIH[ E141 EERED PFAXKP s Inc V-2000 2-0-0 40 tool S. OACAT 9OUTwESI PKIIY. 5.0 LL TCl0 OC LUHKR2-4x2 12 Ds SP EUO. FOft a oAANO PpAIRIL Tx 7W%j OL Tc 0 TAM TAM IHC. CE Program 121.1 660-3940 LLLL 9C webs 4x2 03 SP 2 It ►ENStA TRUSS RATE INSTITUTE 1122 si 33% IOTA l55 EXCEPT AS MAY OE IATEo Pao.IECT. MASTER - tt6 OCT 1992 "th e to 00, ' 1 Q° 59� ' to A no 0002 y�v 6�Z 6001' 40 11 1 t saI' Otos ertla+A 6E 4Z ZB 86 Ci 5�1 6� Zxr 1 Ory 0'% ��06 019V' EtOr 06 UDtd 66611 LF, 62VV N1tM 0311• :►� 'as s0 Zxr-tv ' tt ' 60Zx EYs� d31t'idl dr, 411 e6� 0 � 6 6 1 7O gt�tro .ONi 5 1801 1 J40 ?� v3N 300 rO`- 6Z9ti. 9101.4 6.62 1 it to �t Z � •rt x w to to x x w w i � W 9101.4 wAsh • .pa4 06 QaM AAO Sit* t• 6 s'1 •�+, ri 1 V /M uo'i k w � ,,,r,�qt .�tt ,t+'r ,,,,3�t,,i � i' td tai°°•!1. tYi°��tyytltQli ef►te4ts e•st wµsltto i ;° Citi aot19O 09901 grt`x� a a*',, +ate to attM OR t tete p s.n* w+rO� eyt Vivo is roti-42we09t1aA �� %to ' sa,m,y,oa +�y,,,• a, *9AVi •x`961' 1° n-3A° %10% S01�teti�i.`t.M ' w+�t .r% -SIP #A �''f Y„'s • QE 290, p 024 t .+^' �'z<,4. ,p ''U,�e p1ut 11e�111�1 -Lot nx�oii°q ' Q" t' 1sµ0 e'•""°+✓t"u°M"t V)Not v4% 6 ®e ut Mp Wit pt 0 ea 0 too Mi ••t+�,ptes� .Il e•�n� a t ►tet *00, tit %%% Spit• et �t�t y,"'Lo pp 1i j1�ZT"t r `v►» wo so ;ts.'%�t o as�'„+nvd'1 .+o+A_�"�!'”+a� _...�++'.;t*N+°.:.'°.�p,.t�to`�tu 0 ir �L}A.\t1.0 LNr;�`W1VNi�L �•towco` A► i� ►` v1 �t\S 1C;oo; a�1ci• Ot aa" � 'rte.... J:x .c�,.�! {jl .�1 pis `pr\.ira►r �« its \ Ailoo \7\ �' „nA g�a1�+��`.f1 W •N i„►L �' �•1\i M \\N L1i 4dit U' I.• �('� t�►"'('(.� r\t.V a \.iAo ' � �`'� �� " fi" w l�Ru`ltd 1i`N�\t'� e`tx�'� +' A'�*r�1`✓`� f! •' 1 V.'- (} N' ��1 L Ool�`.fii^'1"L i,;,w.U• It1 ��+++ A X71 Q 1• A`' --� Wtd•�A y0" ••;..ti\'1•ai�µl:�r\+i 1 mL� r{tCJi teye 1� -�V gryt+i�" ILwM'�•�WtYj� RiLMM h `Nf%� \N LF i l7 Vt �1►? vcA0. 11�1y .1`i'�a��v11�Lf'�.�91it�4\,,�G it i 1•� �s,� � � e►`� �G(►�� !(2,+�1L'+ �l,('�(L• ' '" 71 MGxwr NL j L •��llrNTT t. lllAo MEe rE�'�ER Qac ,1 \ 2x _•• 1��1\��T ��114t1fW/4�1r ' !F ? uj 0 ' aEo oRA`►lxe� ' SEE E�6�REE PXO�a,Atl©Xg�'A VEA�E1l8iA1lo S�RSSE uQ,11110 . d � : A DQ-�''� . • BRACE REt�1 �: Q¢v`� ,'' '.''"� E LG\w+c. SlX ERE ,.,,a• \a` K1 mss 4.1005 .fir• �..�_ I. t-A41"G..AIL K or s•4 OSCNUo.I"l"ou"S. O C3104Ct GN•laps SMALL K 1141ALL/11 9.-A41MICALL4 O. /N ALL III.1 .A.0-0-0 K-Ot02 •M.-ce to K COM-111400µ. I / "Ol 1C•Itt •ItV WM 04-090CIf0 11-..11..1 OKCIat r0 IM"A.1.Y.401111"1 C011t"f. A vJ04 1"At 1"9 dol./. M.Cto O. 411K. 1 a, "-1-4 •1-+000 OtA1"iK Ill. 10 1"111µA6110"MO 141110"Of 114 i" lk A(AwA1Ult, r0 IS r "16,00 A X10"A9 GI.4116 1•L1A31I, ALL mµ149 0K411 6. Too 0.100 hIca%•.4.01 44C064"NO SO OCNO- 6.1-A O.-LA. M 0-ACI.5 801.01102 O►.QO ALG• 6.4• 6MN, 11.00-M►SPACING{.AAS K 1004 1"+CCGPQWM•11" - 1 too Ktl4"AK SA"*M I-t I.Altsl Cal/1O.or 1.4 w- 0104CILV A60.t A 10110"O-G.0 s.11Ct. 1AL(tt--0110 6/1tNIK. C11"Pb" lot o0ACM6 A.0 10"130/P^ICAil00. i 110064k HMOs atr4DN100 HOLI►49 S/ 909"AIIO.AL 71 t-ROM Ap•"S1'OL WOW*: LOC 0148. FIA us"Il MCC 111 ALL cow"stl0"A010 04.0(02 A111A4G /6 K CM.1IsA01-R/1M �i"19 09614"CeNOM to C•IOItI" I►t O11sib.11"ttlFit+- IM(sl•"muds AssOC16114". ML SOCA FILE OI-1" S-ACIO ov O11-t"s//• 1"1".1 "lf"000 OK61NIK I/s-. 1104 too OCTAL PLATS Co-64CisG,ON'IIVsots AM M 1"11 0211101 Is N1t1 M QMI COMMON 4AIIS Ols• w s"ts 1"J{s"As Kt"0(slo-t1 FM iq 1SA01"S 9141 0-1".1 011+til 04 0--CI-4.4-4402 9"A"*AT So- 0.t. - SAAL11t 111A.ONOs f4" TN11CS. "" // 1 COOKCIOA FLA/111 IIINS ANC"NO 04 AIIAL FSKRS Olt. 04 T"Is OA."I10. 164TKLAti0"MO VN {-.All COIO.4 w-•q. IOM"Motto 6TK6.IN. � IN -O-t14I"r 114 1"A-M NA► 14'WI'•ON 1.001/tt1 IN r _v. 4 C0.41C/OR OLAIC Silt%ONE Cµ110" O10M MOM ILSIN of I"1"11 64510. IRI ® 164ICAIII KYIM LOCA/IM. 111 9-CCIAL 1w41M CAN( W-10 1 M 1x901 OPIM MMM 1- 1111416 .ALM SLO10 00 to 0-ICHIA1/4"O/ 104 O 1.19=It" Is AFOL10"l9 10 F0/t"W_ 1.010111 r 11.1110114"r INIOotG at w1ho1 ram.tCONt-O.i19.4 l-BRACE TABLE BUILDING TYPE: ENCLOSED RESIDENTIAL :c lenr't4a+ MODEL CODE: STANDARD BUILDING (SBCCI 1991) MAX. WEB WINO SPEED: 1110 MPHH SIZE GRADE LENGTH MEAN ROOF HEIGHTS 30' l-BRACE (SEE TABLE) 2X4 113 SP 6491, GABLE NOTES: 2X4 WEB - THIS DRAWING #t VALID FOR'TRUSS PITCH USM TO 12 1N 12, AND 2X4 372 N SP 805" MAX1MtM HEIGM AS SHOWN. 2X6 172 N SP 10'3" - AND MAXIAM ASSUMES PASTGABLE16""f1OPPPOSITEEFACECABLE - TOP EDGE OF GABLE TRUSS MUST BE CONNE4TEO TO PLYWOOD DIAPHRAM UM FOR 218 PLF MAXIMLATERAL LOADING. rIELD CONNECTIONS BY SECTION A-A OTHERS. - BOTTOM EDGE OF CABLE LUST BE CONNECT13 TO WALL IAPHRAM FOR 218 PLF MAXIMUM LATERA`` LOADING AND 120 PLF VERTICAL UPLIFT 3", TTP. LOADING. FIELD CONNECTIONS BY OTHERS. - "L" BRACING MUST BE INSTALLED ON ALL WEBS LONGER THAM 317" IN ' 24" O.C., TTP. LENGTH SEE ` BRACE TABlE FpO�s SIZE/GRADE OF BRACE. ATTACH TV BRACE fi0 EDGE OF. M WI1H I COMMON MAILSSPACED AT 3" O.C. (SEE SECTION A-A). BRACE LENGTH MAT BE 6" SHORTER THAN WEB � Q� LENGTH, MAXIMUM.12,MAX.f7 5*15 * its4'r NET WIND PRESSURES BASED ON DEAD LOADS SHOWN BELOW. 10110" MAX. Ofd PSH �k 3XS Lfy-p. 3x5 L•BRACE ON WEBS LONGER THAN 317", TTP4 (SEE TABLE) 24", MAX. s 1 1 � TRUSS MUST HAVE CONTINUOUS SEARING '7k v 0046138 9tt` STA - I . TaI/ss L B. 4 ILA ,• .. • clAllr QIVISIOM RATE Tv►[: O.C. SPACING LOADING VW) TC LU046111 -.., . ioii.East=irE rllooucts tltc v-2w LL IC 30 BC L13teE11 2x� •2 N SP rswrEcae igUE THt15i ' oAn _.,9f .•fa,r_ 1999 lt►o�l DRANO ►pA1R1E. Tx 75051 2.1 OL IC 15,,.7 2X4 12 N SP LAYOUT 10: 1 OF 12141 660-3940 LL SC O NESS OL be t0 2X4 13 SP A0011ESS: SCALE: 4E►OE11 muss PLATE IueSt 11611E 60 1014• .1..G7 _._. .. ... HAT DETAILS HAT NOTES: TC LU-9EP 2X4 •2 SP A. BRACE FLAT TOP OF StPPORT TRUSS MATH: -2X4 CORTWOUS LATERAL BRACTJG. AT BC LU-BER 2X4 02 SP 24' O.C. SPACWA ATTACHED TO TOP 12 SIDE OF TOP CHORD WITH 243d 14ALS 14 WEBS 2X4 e3 SP 3X5 SXS EACH TRUSS, OR D 2 TO 12 /� -D(4 CONTE-)=LATER& BP.ACM AT 24' O.C. ATTACHED TO BOTTOM SIE 5X5 OF TOP CHIT WITH 2-16d MALS II EACH TPUSS. BOTTOM CHOP.O OF HAT TRUSS MIST PAST OP.ECTLY ON TOP 1 CHORD OF SUPPORT TRUSS M GAPI •SE•CLK 90S OF LATERA. BRACt+G TO 3X5 %`t?' VEPTICCAL WEB A 90ABLE SUPPORT. 7� SUPPORT TRUSS NIST BE NJA.YZED FOR.� SEE tnTE C 24' O.C. TOP CHOPD 8P.AC143, SEE GE1 EPAL WTE 1. B. SECURE FAT 11 PLU13 POSITION P14D AUGI I IT W TH SLPPORT TRUSS BELOW BEFOPE APPLYNG ROOF SHEATI-66% 4-Or0. MAX. 2 C VERTICAL WEB: SPACI4G IS 4'0' O.C11AX. -WEBS LONGER THAN 79' PEOLK BPAC11a -0-E POW OF DC4 •2 SPS OP BTR. COtmJuous LATERAL SP.ACCIG 3X5 2X3. TYP. Ari TPtE°issS WITH 2-6d CO1•»a4 IQALS -D(4 •2 SRS T-BRACE SN'E'LEWTH AS WPTICAL WM ATTACHED WITH ad Co(•f n I I UALS AT` l.•LFI 16 D. ATTA04 HAT TO SUPPORT TPUS {'IAjN,14 LTH GUSSETS, EACH FACE t Dx1,AT 4'0' O.C- KV. 1.1-21JI I, ..'. GUSSET SWILL GO FPO(4 Ttfi� �f'$ BOTTOM CWYD TO BOTTOM OF'b1.PPOPT TS SEE NOTE D. TRUSS TOP CHORD. GjssETS'%kA bE 112' /IPA RATED 32A6 EXPOSLPE i'PL1'Yi)OD'. OP SI.PPOPT TRUSS 7/M' PPA STPUC',TLFAl. RATED OS&'rr- "� ��tttuttlft/u,,, ACfJG FOR SUPPORT. SEE fJOTE A. ATTACHED TO EACH FACE WITH a 614iON /A,, tlA1.S AT 6' O.C. TH?QUOU GHT. A• IV ', E BUt-01JG TYPE: 9KtOSED PESIDS4TPA: QQ:•• .f, .� -OESKWI CODE • ST"AP.D BULD11GQW . tJt c� MID SPEED - 10 MPH EPN HEIGHT - 3r FEET Q g i Ato '/41, •n �� NERAL NOTES: l,ns will"is aeatc+,ae t1&O"'l..rl 11s..a s.sst.rtw M.Q+ 7C LL 3O PSF OB: 15830 W..orwliwet t«.iswliw. //tttttttlttthi a��SMA a v"�"")a 1111 w'W"M stets w ea.rt.w IN .0 a/nta awe Rbcs.aw.o n w te.n..aaw PA"n eiha TC OL 7 OR 15 PSF OAT 23 MAR 1993 C ARY rslsnR co w VM-Irrt Il"Or rasa.ttLW4U Sita WN.W0.stl "I 011rs RywM srstl.t+l t/l• 091-0 w..r.0 MMtl.s Rtth Ovist is wi we oft sure M"t Muttle 01t1w■r Ili aiislsa.ststw ►•Cit 14,9119.4.wub, I.t(ls W 0 s"twlr srtel►sa1m I"..0 ewnselm of we rrttsrt.rstH meets erose. ut itt WWW"ft nils rvtern t"WW t a r CVNIIWAWkf 1s•ca a 9110 Sc OL 10 PSF ORHI w "no rites n 1.111 s•art Cost""Rue►Vere. xs «nt i tt)s1w sreu,a,a yr 811..1 w..s•tl r t+rtas Rwtw •trKt)t•rt•Rs st=$Ml lsrw es sel•t rrR1s OCT. 9"M AT N•a s. WAO WK 00 I1,t,•11st. t..sw--0..Mu 9ft , iM1.s�l s•1 w/IIs rr1 sst{(1 s.f N fitr. tspesl Rroq s,1 ltwwl 1},..r-IMtUK to laoicafn lrAfti-5 1.60110,Ryl*.At'No.1."% I/r••t%.l BC LL O PS —ENG ll'IT •Ooo.et"l Mees s,r\t,R 1011""At 111s[1MCal1 s1 rt"nt Mw.Isas. N1 lw of&"Iil"Mq eRtl/M 1119 I.Vts. rt�lt.t.e, w 1l1.waW tneellsl a tw t•w s•t/4s•t.►t n;r.060»scsu eltiur res" "alas at 1.rccao+,tt at f%w.aw In n+•c1,s w ttctll"ollu,u. TOT.LO 47 OR 55 PSF Nf t. tilt tsvtNest 't wy. /rr+w C."sesta. to w1t mist ewes q h 011rs,rl 1►1 Dill"Mtir wtlsw•w Rtrt, Brow Artlrle. i; r-koss >7 r-w�1e'rag"•t wo"ww wt ssr. el"to rots. tsa rnt. sats w-in. •lift ts.ttltt.sot fftOWS r,p surtit tt••arga tw eMsh. t•�rlts . o Alt/.Ls7 At are.rslo.t•l"wi asst•:V"e.w Mt 1Yet•t. tq -0 rws• "q tn'ss a/w M M b01•Its.1r..r-1. YJ\Jr. �•.��, M41 "0-"40 I.r1y.1/0.w.le V.at e"+w..1""As rsiw, rn ".t, [<1.1....n,.•e t.,a.+0►e w 1••t.. Act wAl l I+n.u./tl" low .•a...u..� rr q.a.0.,ls,�..e cw......• r•ul.t s•,.1. /^olrt.,n 94"