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Permit 1955 Beachside Court CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERIWIT I"RM-ATI ON __ LOCATION INFORMATION Permit Number: 22761 Address: 1955 BEACHSIDE COURT Permit Type: SWIMMING POOL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):20 Block: 1 Section:0 Square Feet: Subdivision: BEACHSIDE Est: Value: Parcel Number: Improv. Cost: 25,000.00 OWNER INFORMATION Date Issued: 10/02/2001 Name: JIM AND MURRAY BENZ Total Fees: 202.50 Address: 1955 BEACHSIDE COURT Amount Paid: 202.50 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 10/02/2001 Phone: (000)000-0000 Work Desc: SWIMMING POOL � 4 __ CONTRACTORPPLlCATION FEES SURFSIDE POOLSgp ` ` P�RI!IIT W"' 202.50 r , "Zkr 1 c}sL Y 9L4'"2Y, LrLM * 1 S 1 Wilt EPA —_ STEEL NOTICE'S SPECTIit+,IS ST BE'REdtITI AT Ll AST4IIJRS PRi TO INSF?ECTION IN BUILDING MATERIAL,�UBBfS}- BRI"S FROM-THIS WORK MUST NOT BE , CEDiN PUBLIC SPACE,AND MUST BE CLEARED UI�.AND HA AY BY EITHER CONTRACTOR OR O ER "FAILURE TO COMT;RUXSION LIEN", ►N RESAT IN THE PROPERTY OWNER PA ISSUED ACCORDING TO APPROVE11fI H RI *Plt T F 1NJ AND SUBJECT TO REVOCATION N FOR VIOLATION OF APPLICABLE PRO S S . I I 1 f jkl ! /e $202.5014 .G 6EACH BU DING DEPT. Date: 10/05/01 01 Receipt: 0061166 CHECKS 7257 P R • CITY OF ATLANTIC BEACH APPLICATION FOR POOL PERMIT Job Address- tq!; 13 i1�-r-44 r P e� C-R'' Lot # oZD Block # f Subdivision gdi�<aC Owner ,) ; /I,t aJy-Z- Address e- 71 kre, -ti T=L Contractor Address 3) 2 13 CAS '13&L)0- 3 License Number C�� C' Oq c4d 9-6 Valuation' $ a 5,c Gallons a C>00 SITE PLAN f front r „ APPROVED 7)-4�_ CITY Or RT!ANTIC F a 0C 02 2001 By rear Signature Owner' '/'/, Date Signature Contra orDate •. p -Rt - ;1 . .. ;4a j%tic.;i- .ii, ,+..1 100 MAP SIYOWDVG BOUNDARY SURVEY OF LOT___ Z4 BLOCK AS SHOWN ON MAP OF AS RE•CORM IN PLA r BOOK Q z PAGES_1¢ OF IHC PUBLIC RECORDS OF DUVAC COUNTY, FLORIDA CER n17E U roR. A,2f:_-S 4 CA TNc- e M. d n /C O V z� 20 kA Aj N \ J vi Aj tp Z3 4- �} N .O 0. �O _o 3-7 7. 7-4' 0 TNf PROPERTY SWOM H£R£ON APPEARS T4 Uf lN1N/N ALOW NA7�1RD ZONf_.K—AS SCAL FROM FOND INSURANCE RA Tr WAP &&'I FAR ATLdn!'Yl L f3C �/�FLORIDA. DA MD 4-/-7- eiinimAl .0 A rfuialFSY ONLY AND DOES NOT CONST7n1Ty A CER77FCA77ON OF SAME' Pool DeCK i i l i l { A S I " !3 Bars Q 17' O.C. • Pool Data Each Way volume 6'Concrete Floor Release Valve Tum owe Lonaftudinei Section c44n+- N.T.S. S+4-P - P i Pool.DKK--\ 1 z �• Conc. Deck;2500 Vie; --g rock) with Kooldedc Finish^\ 03 Bars Q 17 Each Way . 1 6 X 6 Cefurk Too Hydro-static !3 Sted bars Release Valve 17 ao.esch way 1 Tan Cross Section Pool Fined with N.T.S. eposed SOM998. 6" r- Wall Sectio N. FLA. '967 LAWSRAMCO FORM 409 ,PS 713.13 PHONE �"`4 Notirr of QEX1MMrnrrMrnt IPRL►ARL IN GU►LICAT[I Sa Ujoxtt it mag rourent: B00k 10174 The undersigned hereby informs all concerned that improvements will be made tgoeertta n real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property....44.r....rll- .....DLo( (G....... ................ ... ....................................... ................................................................................................................................................................................................................................................ .....................................................................................................................................................................................................................I.................... ........................................................................................................................................................................................................................................ General description of improvements.....e�.�:U� �� .N C� ✓�� ................L............................................................................. ........................................................................................................................................................................................................................I........---........ ........................ ....................................................................................................................................................................................................................... i nit .d CA • -h ' J--� Owner.. ... ..................................................or!!'... .f ......... ... r........ --...,...................................................................................................... . Address ....j........... .....6(�! 9,..s t d a........C'77 ...41 �'..'i-3C.a�,.r....r...L:........ 3..z.. -... ... ................. Owner's interest in site of the improvement................................................................................................................................................... Fee Simple Title holder (if other than owner) Name...................................................................................................... Address.............................................................:.......................................................................................................... ....................................,...,........,..... C6 Contractor... ll. t` .. .. C7 -. ....../..;�?.��..�t.N,..�.....��'.��'.�....4-��..................................................... 13yAddress......:3.. .. ...... ..1'!}.. t.......F�.::0......................................................... L.......... �':. ............................................. ..... Surety (if any)................................................................................................................................................................................................................. Address......................................................................................................................................................Amount of bond $............................... Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name.............. ...................................................................................................................................................................... ....................................... Address.............................................................................................................................................................................................................................. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill in at Owner's option). Name .................................................................................................................................................................................................................................. fvgH � ,. James W. and C. Murrm Benz 19» Beachsidc Court Atlantic Reach. 171, To: Tree Board Atlantic Beach This letter is to explain the circumstances surrounding the situation which resulted in our removal of five palm trees from the backyard of our property at the address shown above without application from the City of Atlantic Beach for a permit for tree removal. In August of this year,my husband and I arranged to take time off from our jobs to go to the office of Building and Permits at City Hall because we had several questions that we wanted clarified regarding covenant restrictions,building codes and tree permit requirements. We were told that Don Ford was not in, and were referred to Ms. Sonya P. Doerr to answer our questions. Ms. Doerr was very pleasant and explained that she had just been hired by Atlantic Beach,coming to her new job from St. John county. On the day that we were in her office, she was still unpacking boxes. Ms. Doerr answered the questions we asked about tree permit regulations,i.e.,did we have to have a permit to remove palm trees from our property. She informed us that Atlantic Beach required a tree permit for hardwood trees, but not palm trees. She appeared to be confident of this information and my husband and I had no reason to question information passed along to us by someone in her position with the City. Subsequently, we took bids on our pool and selected a contractor. The plans were submitted to the City for approval and in October,we contacted Tree Masters, Inc.,and had five palm trees removed from our backyard,which is completely enclosed by fencing,in preparation for construction of our pool. Neither Surfside Pools (who handled our other permitting)or Tree Masters ever asked us about a tree permit,which supported our belief that it was not required in Atlantic Beach. After the pool construction had started,an Atlantic Beach building inspector contacted us on behalf of Don Ford and inquired whether or not we had applied for a permit for removal of the palm trees. I explained our earlier visit to the Building and Permits office and produced Ms. Doerr's business card on which I had taken notes of our conversation. The inspector said he would advise Mr. Ford of the circumstances, but suggested I also contact him and explain what had happened. I did this,and Mr. Ford stated he was sorry for the confusion and believed what we had told him because Ms. Doerr had quoted the rules that applied to St. John county tree permits. Mr. Ford suggested that we go ahead and complete an application for removal of the trees,provide a letter from Tree Masters describing the trees that were removed,and he would verify our explanation to the tree board. Our pool construction is now complete and we have replaced all five palm trees. My husband and I regret the apparent violation of the requirements,but hope the Board understands that it was certainly our intention to move forward with our pool project in total compliance with all requirements and gave it our best effort. We find it surprising that a simple question regarding tree removal is not included in the permitting process,which would safeguard the citizens of Atlantic Beach from contractor oversight. Sincerely, !� '/� L, ':. `oda✓ .x «. � k:v lacck.�1 Jim and Murray Benz tl a j CITY OF ATLANTIC BEACH ' T <EE REMOVAL APPLICATION All applications must be submitted with seven (7) copies and received by 5 PM on the Friday ten I1 u) days prior to the scheduled meetin�n order to be placed on the agenda. *INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. 1. jq- N k's IJe 01 . of��-qd 4 2 APPLICANT NAME ADDRESS TELEPHONE 2. ._. [9,� �Zo-aa,�/'dc 0-6 , F L- 33 ADDRESSOR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑ YES ZO ❑ NOT SURE 5. PROPERTY ZONING: RESIDENTIAL OCOMMERCLAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER DIAMETER MITIGATION INTERIOR EXTERIOR e kOS4 JIM 4 1 tr 'j Lei, 114,1116711p ip ' Diameter at Breast Height(D.B.H.) is measured at 4.5 feet above grade. To accurately determine diameter, measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. ** See attached diagram for determination of interior and exterior zones. 7. SITE PLAN/TREE SURVEY indicating: a) Location of topography features such as hills and low areas. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height of six inches ormore. d) Tree species and sizes. e) Trees to be removed should be clearly marked with an"X". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. I) Location of trees to be preserved on-site with barricading noted. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging,paint or tape. c) The front property corners must be marked by stakes or paint indicating the Lot 9. INCOMPLETE APPLICATIONS OIC-INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE a, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. oalwv f/ / a Applicant's Signator Date Owner's Signature Date CITY USE ONLY: J, e onse anon Wa erson Date TREE PROTECTION PRIVATE PROPERTY LINE PROTECTED ' TREE 20.00' D B JHF 6' OR MORE i 7.50'— PRIVATE ,50'PRIVATE PROTECTED I > TREE 0 I � PRIVATE PROTECTED TREE 0 PROPERTY O LINE I �o I D B H OF 20` OR MORE I = 4, I Imo PROPERTY I I o: LINE o I (D B H OF 10' OR MORE IN COMMERCIAL & INDUSTRIAL PRIVATE m o > PROPERTY) I PROTECTED o I ' TREE I PRIVATE PROTECTED TREE .� D B H OF 6" OR MORE PROPERTY 20.00' LINE C)o PROPERTY LINE SIDEWALK SIDEWALK PUBLIC PROTECTED TREE D6HOF6" OR MORE (PUBLIC STREET) (PUBLIC STREET) A. PRIVATE PROTECTED TREE 1. ANY TREE WITH A D B H OF: SIX (6) INCHES OR MORE LOCATED ON ANY LOT WITHIN TWENTY (20) FEET of A STREET RIGHT-OF-WAY OR REAR PROPERTY LINE. SIX (6) INCHES OR MORE WITHIN SEVEN AND A HALF (7,5) FEET OF ANY OTHER PRIVATE PROPERTY LINE AND TWENTY (20) INCHES WITHIN ANY OTHER PORTION OF THE LOT, (EXCEPT 10 FOR COMMER- CIAL & INDUSTRIAL PROPERTY) 2. ANY CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY, C�ARTMENT OF AGRICULTURE. B. PUBLIC PROTECTED ,TREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SIX (6) INCHES OR LARGER WITHIN CITY RIGHT-OF-WAY. C. EXCEPTIONAL SPECIMEN TREE ANY TREE ON PRIVATE OR PUBLIC LAND DESIGNATED BY THE CITY COUNCIL AS A SPECIMEN TREE. I 1REEPRO „ , ._ . ..� .... .�.►... ..., , _,yam MAP .S.H'OWNG MUMMY SUNVEY OF LOT Zo BLOCK AS SHOWN ON MAP OF ._.._:_.. 594C K S / o e- AS *fC*WM w PLAT vo4w ¢2 PAws /4-1¢GoF THE Pwuc RECORDS of DUvAL COUNTY. FtoRMA CER77011£D FOR. &-S . 4 C-A e- E- A4 .4 C_ jpm 0 A Z! a ti• `� 06 • � � � ��.q7 04 N JA• N � r N CIL 3 Lv� In P ��• �� 'd,, to \°Y„ti� X o f s VP W � � ds o•L• �' 8L• 114- /Z -3-7- H1 87. z4' AS SCAL Pr4'OPERn' SiIDNN HEREON APPEARS 7D UE iNT1lIN FlODD LAORJDA• DA IrD 4-l7' $ — AND �iSURANGE RA jj &/AP_gM L. FOR kr LA W T/ C f e ” of !s SHOW AS A CWRWSY LY AND Dans Nor caNsnlure A c�RnfC �� IArc. TRI--STATE' LAND SURVEYORS, 8411 BAMEADOWS WAY SUIX 12, JACKSOMMLE, FLORIDA .32256 (904) 731-7235 .�..... . me.,w,cc RASED am—/L I KI WJE As SHIM" AOMTREE MASTERS, INC. 512 Rutile Drive•Pante Vedra Beach.FL 32082 • (904)285-4625 Fax 043 285-8572 DATE: NOVEMBER 20, 2001 TO: MR. BENZ FROM: JOHN SHIELDS RE: TREE REMOVAL @ 1955 BEACH SIDE COURT -----------------. ------------------------------------------------ MR. BENZ, THE FIVE TREES REMOVED BY US FOR YOU WERE LESS THAN 10" IN DTA X TZR. PLEASE CALL US AT THE NUMBER STATED ABOVE IF WE CAN BE OF ANY FURTHER ASSISTANCE. THANK YOU FOR YOUR BUSINESS. PALM TREES by Trent DELIVER • INSTALL • REMOVE REPLACE • TRIIrBrI qC I "7f you want it to live call Trent" (904) 645-0566 3908 Southside Blvd. Jacksonville,FL 32216 Datef �� s a Name .I r," AddressSt. Zip h+ R _ '# Contact Fri^ Phone � ,*:. ,� QUANTITY UNIT AMOUNT ORDERED DESCRIPTION PRICE DUE I '., . t � I i, 6' I: S4 jj E p w f All orders C.O.D. - No Guarantee Replacemen TOTAL warranty only. DUE CUST.:SIGNAT URE Ak `' PA L M TR EES by Trent DELIVER • INSTALL • REMOVE REPLACE 9 TRIIMMIZIC "7f you want it to live call Trent" (904) 645-0566 3908 Southside Blvd. •Jacksonville,FL 32216 Date t t k Name ' Address "AX s city `s r�� y 1 r,. , ' ,':�_ St. Zip ' — ! FZa",L4 I Phone Contact' ��' � 4°� Contact JI�,a, �1A; t QUANTITY UNIT AMOUNT ORDERED DESCRIPTION PRICE DUE I s k qy F, f I F C Y F F All orders C.O.D. - No Guarantee- ReplacemenI TOTAL warranty only. r'' DUE i CUST. SIGNATURE3 41 }• a {� s �►y;. . p W �3 ` CITY OF ATLANTIC BEACH zs� j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept2coaKus Application Number . . . . . 07-00000672 Date 5/24/07 Property Address . . . . . . 1955 BEACHSIDE CT Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 50000 ------------------------------------------------------------------------ Application desc Interior remodel/kitchen, openings -------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ Benz, James RICHARD BELL BLDG CONTRACTOR P.O.BOX 72 1952 BEACHSIDE COURT ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 249-0131 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 280 . 00 Plan Check Fee 140 . 00 Issue Date . . . . Valuation . . . . 50000 Expiration Date . . 11/20/07 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. *EMAIL INSPECTION REQUESTS TO: BUILDING-DEPT@COAB.US ---------------------------------------------------------------------------- Other Fees . . . . . . . . . WATER IMPACT FEE 40 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 280 . 00 280 . 00 . 00 . 00 Plan Check Total 140 . 00 140 . 00 . 00 . 00 Other Fee Total 40 . 00 40 . 00 . 00 . 00 Grand Total 460 . 00 460 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PERMIT �✓ If BUILDING /ZONING DEPARTMENT APPLICATION # 800 Seminole Road yr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us FILE APPLICATION TRACKING FORM / _/- ,[ REQUIRED DEPT: Property Address: l �� s�G ° �IGt-e_• �/ Z Y N PLANNING / F" Y N RKS Applicant: ��{�� , 9`t(• Y NUTILITIE �� '^ Y N FIRE DEPT. Project: I 1 Y N PUBLIC SAFETY co w APPROVAL RECEIVED REQUIRED AGENCY: BY: INITIAL: DATE: W w Y D.E.P HUFSTETLER o: Q D Y N I S.J.R.W.M. CARPER UJ LU N ARMY CORPS of ENG CARPER FIL~O Y N HOTELS ii HUFSTETLER RESAURANTS APPLICATION STATUS DEPT: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: 1 ST REV ❑ ❑ ZNNIN ONING ❑ 2ND REV ❑ ❑ RR ALL 3RD REV 1 ST REV ❑ J BUILDING DEPT. ❑ 2ND REV ❑ ❑ HUFSTETLER 3RD REV ❑ ❑ 1 ST REV ❑ ❑ UBLIC O S ❑ 2N REV ❑ CARPER 3RD REV ❑ ❑ 1 ST REV ❑ PU LIC ILITIE ❑ ❑ 2ND V ❑ ZNIA 3RD REV ❑ ST REV ❑ VDPT. FIRE PT.COMMENTS 2N EV ❑ ENTER INTO AS4 3RD REV ❑ Return this form to the Building Department once you have entered your comments into the AS400. BUILDING PERMIT APPLICATION * Y e r CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 • Fax: (904)247-5845 Job Address: . .( f3- S f 1JE C:T Permit Number: Legal Description 2. 0 6 1-ir3C.k-, t 9-;C�10 I;-r Valuation of Work(Replacement Cost) $ -5;Q4 OW ■ Class of Work(Circle one): New Addition lte Repair ■ Use of existing/proposed structure(s)(Circle one): Commercial 4e:si�de�l■ If an existing structure, is a fire sprinkler system installed?(Circle one : N/A ■ Is approval of homeowner's association or other private entity required?(Circle one): Yes No Describe in detail the type of work to be performed: kF(C -15i,l R&PV(-ex y9-6 ` D is `s R LkE6 UJWIT sIfqz' * Property Owner Information Name:J Ld.S C M� Aires m +t rZ Address:_1155 13tpfeflyJDE Cf City c_ P elkr�14 State FL Zip 3� Phone (Po-I -443y Contractor Information: Name of Company:_;Q1Ct}flRD 6CIL &;,LDI�4 Qualifying Agent: AlC.ffI410-P 65'L Address: n52- cti SJR G'r. City C,6W, State Zip 3.2233 Office Phone ZA-g 0\3 i Job Site/Contact Number —704-. b $oS State Certification/Registration#C 6 CC'-:;-3-; 17— Office Fax# Architect Name& Phone# �tt�� \ f X4-1 34�Si Engineer's Name& Phone# Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance qf a permit and that all work will be peto meet the standards of all laws regulating construction in this jurisdiction. his permit becomes null and void work is not commenced within six(6� months, or f construction or work is suspended or abandoned for a period of six�6) months at any time ter work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, ells,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. t hereb certify that I have read and examined this application and know the same to be true and correct. All rovisions o 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 gave authority to violate or cancel the provisions of any of r ederal, state, or local ttaw regulating construction or the erformance - c st9 /2 ion. � Signature of Property Owner: Signature of Contractor: Swornn,t�and subs ibed bef a me Sworq too subscribe`Tbe re me this�Day of�P r i d!0010 this Day of U c Notary Public: p#Adiiw .NNir i Tf� c4mrAwosi x�. 7 51633 REVISED 03.05.07 a " a E INouph Bonded By N!WW NoWy Mm. s now Assn., (804432-4254) l0rfde CONSTRUCTION MANAGEMENT PLAN FOR BENZ RESIDENCE 1955 BEACHSIDE CT. 1. All demolition interior. 2. No exterior work(except range vent termination). 3. Parking shall be in driveway or contractors drive way across the street or in cul de sac end not blocking traffic 4. N/a 5. No trailer, and material shall be off loaded into driveway, then carried into garage. 6. No chemical toilet. 7. Dumpster in driveway close to garage door. 8. Access to project shall be thru driveway. 9. N/a NOTICE OF COMMENCEMENT State of FLORIDA Tax Folio No. County of DUVAL To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: Lot 20 Block 1 Beachside Address of property being improved: 1955 Beachside Ct.,Atlantic Beach,Fl.32233-5955 General description of improvements:Kitchen Remodel Owner:James W.&Catherine M.Benz Address: 1955 Beachside Ct.,Atlantic Beach,Fl.32233-5955 Owner's interest in site of the improvement:Fee Simple Fee Simple Titleholder(if other than owner): Name: VoAddress: ntractor:Richard Bell Building Contractor,Inc. ddress: 1952 Beachside Ct.,Atlantic Beach,Florida 32233 Phone No: 249-0131 Fax No: Surety(if any): 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): THIS SPACE FOR RECORDER'S USE ONLY OWN E Signed: Date: ; Before tbis� day in the County f Du , State of Florida has ersonally ap ed Doc#2007162281,OR BK 13983 Page 1593, Number Pages:1 Filed&Recorded 05/16/2007 at 11:56 AM Not Public at Large, State of Florida unty of `; JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Duval. RECORDING$10.00 My commission expires: -7 Personally Known: I/ or Produced Identification: _....";,tll .«.... AS "i, N KEYR fir=�`Y° x mesion S DD0226985 • = 612612007 R E�Iroe' Bonded through - ;lodda N =(eoo...................432Notary Assn.,Inc. NOTICE OF COMMENCEMENT State of FLORIDA Tax Folio No. County of DUVAL To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: Lot 20 Block 1 Beachside Address of property being improved: 1955 Beachside Ct.,Atlantic Beach,Fl.32233-5955 General description of improvements:Kitchen Remodel Owner:James W.&Catherine M.Benz Address: 1955 Beachside Ct.,Atlantic Beach,Fl.32233-5955 Owner's interest in site of the improvement:Fee Simple Fee Simple Titleholder(if other than owner): Name: VoAddress: ntractor: Richard Bell Building Contractor,Inc. ddress: 1952 Beachside Ct.,Atlantic Beach,Florida 32233 Phone No: 249-0131 Fax No: Surety(if any): Address: Amount of Bond$ 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): THIS SPACE FOR RECORDER'S USE ONLY OWN SignedDate: Bef'reptis day in the County f Dutate of Florida has ersonally appeared Doc#2007162281,OR BK 13983 Page 1593, Number Pages:1 Filed&Recorded 05/16/2007 at 11:56 AM, Notaiy Public at Large, State of Florida unty of JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Duval. 1T RECORDING$10.00 My commission expires: (, a-] Personally Known: f/ or Produced Identification: •.......u.....••••• /1R•EN R�MCCLASI<Elf .auu, o,Pr v�? - sl0n f 000226985 y z - E)pkea.6/28J2007 ways Banded through nnoa %(800-432-4264) IlaldaNotary Assn.,Inc. :...................................................: CITY OF ATLANTIC BEACH S r r � PERMIT CALCULATION SHEET :a r Ills) Date:_ , —y Address- SPECIAL ddress_SPECIAL NOTES WATER IMPACT FEE $ D DD / SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ SECTION H PAVING ( ) $ CROSS CONNECTION $ OTHER $ GRAND TOTAL $ 0 b ''f CITY OF ATLANTIC BEACH rPERMIT 1' BUILDING /ZONING DEPARTMENT APPLICATION# J 14' " : Z 800 Seminole Road ! �� J Atlantic Beach,Florida 32233 ;F (904)247-5800 ] (904)247-5845 Fax ` E www.coab.us "' APPLICATION TRACKING FORM p 1 �4 REQUIRED DEPT: I> I•t3'Address: / �r ^�"Lflii Y N PLANNING Property ��• Z Y N LD1 Y N RKS Applicant: �1�YGti+ �. - _•_ 0 Y N 'T E ''dd C_ �D Y N FIRE!DET.Project: rV't r Y N PUBLICETY APPROVAL RECEIVED REQUIRED AGENCY: BY: INITIAL: DATE: Z W Y N D.E.P HUFSTETLER 0 Y N SA.R.W.M. CARPER WUJ Y N ARMY CORPS of ENG CARPER O Y N HOTELS& HUFSTETLER RESAURANTS APPLICATION STATUS DEPT: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: IST ❑ N1 & ❑ DOE /HALL ZON G ❑ 2N EV 3RD REV 1 ST REV ❑ BU ING T. 2ND REV ❑ HUFSTE R 3R REV ❑ ❑ 1 ST REV ❑ P BLIC KS 2ND ❑ CARPE 3RD REV ❑ 1 ST REV 0 1S -CJ7 PUBLIC UTILITIES ❑ 2ND REV ❑ ❑ KALUZNtAK OG (J/jr G 45 010/t L 3RD REV ❑ El 1ST REV ❑ 11 FIRE DEPT.COMMENTS FIRE DEPT. ❑ " 2ND REV ❑ ❑ ENTERED INTO AS400 3RD REV ❑ ❑ Return this.form to the Building Department once you have entered your comments into the AS400. a WATER IMPACT FEE WORKSHEET ADDRESS; ! Ig-o-7 a t— DRAINAGE FIXTURE UN17 FIXTURE TYPE VALUE AS LOAD FIXTURES UNFTS Automatic clothes washers commercial' 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 Bathtub(4th or without overhead shower or whirlpool attachments) 2 Bidet 2 , Combinalion sink and tray 2 Dental lavatory_ 1 Dishwashing machine domestic 2 Drinkln tountainAcemaker 'r4 Floor drains 2 . Hose bib . Kitchen sink, domestic 2 L. Kitchen.sank, domesSc with food waste g finder and/or dishwasher 2 Laun&y tr 1 or 2 compartments) 2 Lavato � Shower com artwt; domestic 2 Sink 2 J Urinal 4 ; Urinal, 1 allon per flush or less ' ,1 ; '2 + Wash sink circular or multiple)each sat of faucets 2 Water closet, flushometer tank, public or prtvate 4 Water closet, private installation 4 Water closet, pub&c installation 6 • TOTAL NUME3ff OF UNITS MULTIPLIED X 20 TOTAL 5 Public Utilities —Distribution & Collection Date: Initials: Project Name/Address: jq � ��t ` Application/Permit Check Box" Application Tracking Comments To Add Comment Avoid damage to underground water/sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247- ❑ 5834. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. ❑ A sewer cleanout must be installed at the property line. Cleanout must be covered with Elan RTI concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested ❑ by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line installed must be metered with a Sensus touch-read meter in a properly sized vault and an appropriate ❑ backflow preventer installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow ❑ requirements. At a minimum, will require double check backflow preventer. Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" must be installed in a vault as noted in JEA specifications. F AP1anReviewComments-PU.doc BUILDING PERMIT APPLICATION r CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office:(904)247-5826 • Fax:(904)247-5845 Job Address': C1 o-e y*5 DC C---7: Permit`Nnmber: Legal Description L- X 2 0 6 i_.� i 1 QL; Valuation of Work(Replacement Cost)$ • Class of Work((Circle one): New Addition lie Repair ,. p • Use of existingiproposed structures) Cu cle one): " Commercial esil�- d e t-W - ■ If an existing structure,is a fire sprier system installed?(Circle one): N/A •. ■ Is approval of homeowner's association or other private entity r�?(Circle one): Yes No Describe in detail the type of work to be performed: Kl—rCft .D Property Owner Information Name:JfY1W,-7 VJ. CA Arl6AI A PI Ptl,�-I- Address: J I55 6i +0151 M C T, City I C- Pieftc.44 State&Zip i'?7 Phone 6 c- l .-4 3 Contractor Information: Name of Company: .0, $ b baL hit> c=utit_:j xL ifying Agent: Address: =f Z c 11 Si 6:,r City C f,-State -F2,_Zip '3 20-5-75 Phone ;7-4-10 l`]2 L Job SiWContact Number —70 4- State Certification/Registration#,C 600, Office Fax# Architect Name&Phone# Li .` � 5m ;7"t-E �4 t -;"'z- Engineer's ; LEngineer's Name&Phone# Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commencedprior to the issuance a fa it and that all workwill he performed to meet the standards o all taws regulating construction r'n this jurisdiction. 7`htsit becomes null and void' work is not commenced within six(b� months, or if construction or work rs suspended ar abandoned for a period of sixb) months time after work is commenced I understand that separate permits must be secured for Electrical or1�Plumbing, , Wells,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners,eta WARNING TO OWNER:YOUR.FAILURE TO RECORD A NOTICE OF CON04 ENCEIAENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEME7M TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CO CEI44ENT- ihereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this ttyyppee of work wr7l 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 o federal, state, or localtaw regulating construction or theeifiornumce c7 tion. Si of Pr Owner. �� ,� of Coutiaetor: Signature Property Sigaature Sworn to and su 'bed be me Swo teq�fd subscn�me this Day ofPr t I ;a001a this Day of L Notary Public: P'iluigc .NN.. COMM"# sum 13 - Feb 11, REVISED 03.05.07 a 'fir ��+r � ecrwed�`NaY°"M Awa. N.N.N..NNNNN.NN.M.N. , CONSTRUCTION MANAGEMENT PLAN FOR BENZ RESIDENCE 1955 BEACHSIDE CT. 1. All demolition interior. 2. No exterior work(except range vent termination). 3. Parking shall be in driveway or contractors drive way across the street or in cul de sac end not blocking traffic 4. N/a 5. No trailer, and material shall be off loaded into driveway,then carried into garage. 6. No chemical toilet. 7. Dumpster in driveway close to garage door. 8. Access to project shall be thru driveway. 9. N/a CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J =: ATLANTIC BEACH,FL 32233 .•.,..w.: �� INSPECTION PHONE LINE 247-5826 ot Application Number . . . . . 08-00000333 Date 3/31/08 Property Address . . . . . . 1955 BEACHSIDE CT Application type description RIGHT-OF-WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc patio walkway and walls --- ------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BENZ OWNER ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/27/08 ---------------------------------------------------------------------------- Special Notes and Comments Roll off container for removal of existing driveway/walk cannot be left on the City street overnight . exiisting lot coverage is 54% (3603/6621) . proposed coverage is 57% . Max allowed in this case is existing coverage-54% . ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. TI ,ON Benz Residence 3/aq Io $ jkx R-4er Or -14Y v)k The Designer's LANDSCAPE With Gary Alan MAP SHO WMG BO Y SURVEY LOT-, 7Z4 BLOCK AS SHO*W ON J AS WCORDED !N PLAT 000x PAGE'S OF ME PUBLIC RECORDS OF DU CERTIFIED FOR: .) e-s .4 r �- E �v'J. CmajZ 6 a - AMe/t a Tir+GE- /,CJs Go. Z `A t � . 2 (� • x � t4 14- A). At N o.s to v tu �.-•- .� .¢Z•G, 3 kb - N ,T'r�. Z4 �• Z3.¢ � 0 9 -ice �o•� _ VJ (� T 7_ 1V `J'. z4' v P�. Tr �' 9 WE PRO.1ERTY _coLJo 5 V f!F'RFYku Arae?C•vC T., s.. ..__ Benz-1955 Beachside Court-Revision to Original Plan Length Width Sq. Ft. Concrete Driveway (a) 29.00 16.50 478.50 Brick Walkway southside (b) 28.00 3.00 0.00 Remove pavers- river rock Concrete Patio southside ( c) 15.00 7.50 112.50 Concrete Patio eastside rear(d) 9.75 36.00 351.00 Screened Patio entrance(e) 4.00 3.75 15.00 Pool Deck (f) 8.00 4.00 32.00 Pool Deck(g) 16.00 8.00 128.00 Pool Deck (h) 24.00 5.00 120.00 Pool Deck (i) 24.00 1.00 24.00 Concrete Walkway northside (j) 14.00 3.00 0.00 Remove concrete-river rock Concrete Walkway to front door(k) 20.00 4.75 95.00 Redesigned &shortened Concrete front steps (I) 5.50 5.25 28.88 House footprint incl AC deck 2,047.00 Total Paved Area in Sq Ft. 3,431.88 (Was 3,605.38) Difference = 173.5 Additions New brick patio reduced size 173 (Was 220) Summary of Subtractions Shorten Front Walkway -47.5 Remove brick walkway southside -84 Remove concrete walkway northside -42 Total reduced 173.5 r'S `J'r1r+ COY OF ATLANTIC BEACH PERMIT ' sfBUUDING /ZONING DEPAR lam' APPLICATION # 000 Seminole Road ••*'-^• Atlantic Beach,Florida 32233 ` (904)247-5500 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIRED DEPT: Y N PLANNING Property Address: 7 a &fif9 fri>£ / z Y BUILDING Y PUBLIC WORKS AppHc : JAL Z bU . PUBLIC UTILITIES Y Id FIRE DEPT. Pro ec : Y N PUBLIC SAFF f w APPROVAL v REQUIRED AGENCY: RECEIVED BY: INITIAL' DATE Z W. Y N D.E.P HUFSTETLI=R CD- a Y N S.J.R.W.M. CARPER _ Y N ARMY CORPS of ENG CARPER I- C Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: ® 1ST REV PLANNING / y� ® 2ND REV RUI ING 6BL10 WORE{ ��(/s ;/� Lv-( C PUBLIC UTILITIES �nvn4 70. FIRE DEPT. G--11z -� -��T i luG �vV�ly Gt S PUBLIC SAFETY 3RD REV CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS _• , ''f"a v� 800 Seminole Road 904-247-5800 Atlantic Beach,Florida 32233-5445 Fax ry i 04-247-5845:: _. PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date / Ing PERMIT# Job Address I `' PojA 11T ISSUED BY THE CITY Permitee: ]� (Y?e., � Aiknd'c, 10 ��bf I Telephone# "7th 4 02 lo� 'Y6 G8 Permittee Address: _5_ L l�P On Lf r)l Requesting Permission to Construct: PQALL Z18 Lll a)Al PP'I Uk.�J VQA1J s Location: (Reference to Cross-Street) 60,0-C.1, 1 J 111P. 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes( ) No ( ) Date: Bell South Telephone Company Yes ( ) No ( ) Date: Ferrell Gas Yes( ) No ( ) Date: Comcast Yes ( ) No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Bea or FI ri a Department of Transportation Standards and be performed under the su ervi ion of (Contractor's Project Superintendent) located at . %. Telephone* ,39 1, O toI l 4. All materials and equipment shall be subjectT6 inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of pians covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upN completionZ OWNER F Signed: Da Z /t� Before this d y of f in the County of Duval, State Florida, has personally appeared � w Notary Public at Large,State of FI r'da, oul of Duval. My commission expires: ! ��6 0 _Personally Known: —T Produced Identification: R.O.W. Permit Attachment of for R.O.W. Permit# issued ,2005 Atlantic Beach,FL 32233 Owner's Name: ;JL/11 C,5 W. 1. 04 lit ,,,We IA.\J N2, Property Address: �,r~ Subdivision: h 5 I Je, Lot#/Block#: o�Q R.E. #: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of a00c� ,-2995, by Atlantic Beach, Florida, a municipal corporation organize and existing under the laws of the State of Florida, hereinafter referred to as "CITY" and ,<.4 of Atlantic Beach, Florida, hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work i generally described as: Re - e-tn 01 x t S-t Np Cadekele, p r S 14 k ir Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shallgiven ,by c ified mail, return receipt requested, to the following address: a j G/ SI 7 eo EL_ . The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code, and all other land use and code requirements of the CITY. The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The Page 1 of 2 USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty (30) days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED this day of CITY OF ATLANTIC BEACH,FLORIDA, By: Qz.' a municipal corporation: P rty Owner By' V Jim Hanso i Manager Attest: Rick C er, Public orks Director STATE OF FLORIDA COUNTY OF DUVAL On this _ day of 2005.. per nally app ared before me, a Notary Public i and �,-for said ounty and State, V VAI P"X4 the property owner of t q SSS` Ql Jta:t�Qa Diil2-� Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she execu�q thelsame freely and voluntarily and for the uses and purposes therein mentioned. 4# h 1 AL/ By: 12 A Notary Public in for said County d State operty 6,Aiier (to be signed in presence of the Notary) 31, Page 2 of 2 may , CITY OF ATLANTIC PERMIT BUMI)ING ZONING DEPARTWIENT APPLICATION '00 Seminole Road -17 ~' 'A Atlantic Beach,Florida 32233 `•.��r11;Jaf (904)247-5800 c/ (904)247-5845 Fax v,ww.coab.ns APPLICATION TRACKING FORM REQUIRED DEPT: y N PLANNING Property Address: l!�� flt@�i£ri t>£ b Y N BUILDING Y PUBLIC WORKS Applicant: _Z Af Z. 0 F� . PUBLIC UTILITIES V N FIRE DEPT. Project- . Y N PUBLIC SAFETY Lu -APPROVAL 11 REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: LY N D.E.P HUFSTETLER `t= Y N SAR.W.M. 0-10 CARPER Lu r Y N ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: ® 1 ST REV f 7 PLANNING ® Bul ING 2ND REV ® /1-C-13 (� usLic WORK ,�isl�v� c 011�l " PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV __. — • • .n ♦ Fl IAT As CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-d Pt&coab.us Application Number . . . . . 07-00000863 Date 6/19/07 Property Address . . . . . . 1955 BEACHSIDE CT Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ----------------------- ----------------------------- ------------------------ Application desc MISCL REPAIRS --------------------------------------------------- ------------------------- Owner Contractor ------------------------ --------------------- --- 24-7 PLUMBING SERVICES INC DBA BALDWINS QUALITY PLUMBING 6025 CHESTER AVE JACKSONVILLE FL 32217 (904) 805-0660 ---------------------------------------------------------------------------- Permit . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/16/07 --------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: 191mol Property Address: A55 &oon� d- Copet Owner: U'� (1Z Telephone#: Contractor: G ab-OLDUO Contractor Address: C�(1 �'� Fag#: '10�)-05333 Contractor Signature Uva In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. fYI.SC Plumbing Type' If other construction is being done on this building or site, ❑ New list the build' ermit n er: ❑ Re-Pipe 0&7z plumber of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory � v L , ,^ � Y 7 Sewer Sprinkler System , Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 800 Seminole Road a Atlantic Beac Phone: (904) 247-5800• Fax: (904)247-5845• CITY OF ATLANTIC BEACH IzL 800 SEMINOLE ROAD r} ± ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dde_Rt&coab.us Application Number . . . . . 07-00000794 Date 6/07/07 Property Address . . . . . . 1955 BEACHSIDE CT Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 -------- -------------------------------------------------------------------- Application desc REMODEL KITCHEN ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BENZ UNITED ELECTRIC COMPANY OF JACKSONVILLE ATLANTIC BEACH FL 32233 5716 ST. AUGUSTINE ROAD JACKSONVILLE FL 32207 (904) 731-4210 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/04/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 55-7 CITY OF ATLANTIC BEACH �z ELECTRICAL PERMIT APPLICATION Date: Property Address: �i 5 5 CSj c R c k Owner: (—C-S Telephone Contractor: ' In, � d C�o 0�' J�,k Telephone #: `731 Va 6 Contractor Address: 5 7 I Cv S �'• vc� �;,� /Z,� Fax#: _731 -5.3 11 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New "d, Residence Cl Temp. ❑ New being done on this building Old ❑ Commercial C3Signs ❑ Increase or site,list the building ermit numb Re-wire ❑ Addition Sq.Ft. ❑ Repair — Dt 7 Z Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing ServiceRACE Size AMPS � O 0 PH f W VOLT Cl WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets ii CONCEALED OPEN 1 Receptacles CONCEALED OPEN 0 30 AMPS 11100 AMPS Switches Incandescent I Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances -5 TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT ConditioningCOMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V VER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea._Sign Miscellaneous e. ' / 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 . http://www.ci.atlantic-beach.ft.us CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD - ATLANTIC BEACH,FL 32233 ' INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032254 Date 2/17/06 Property Address . . . . . . 1955 BEACHSIDE CT Tenant nbr, name . . . . . . REMOVE/REPLCE SCRN ROOM Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 13277 Owner Contractor -- -- -- ------- ---- - ------ -- - --------------------- BENZ, JAMES SCHNORR HOME IMPROVEMENTS 6928 PHILLIPS PKWY. DRIVE N. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 262-1517 --- --------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee 50 . 00 Issue Date . . . . Valuation . . . . 13277 Fee summary Charged Paid Credited Due ---------- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total 50 . 00 50 . 00 . 00 . 00 Grand Total 150 . 00 150 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. .r BUILDING OFFICIAL Cc: CITY OF ATLANTIC BEACH BUILDING /ZONING DEPARTMENT D. F ins 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: a55 bfk df) U Applicant: pwollp Cr 5 Project: 6 This permit application has been: M/ Approved F7 Reviewed and the following items need attention: OU N C) Please re-submit your application when these items have been completed. Reviewed By: 4 Date: -� l l G b Date Contractor Notified: NOTICE OF COMMENCEMENT State of r1o,- Tax Folio No. County of c�d To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: `-'K Address of property being improved:_ .4�i jer . 13e 4 71--Z a-31-s General description of improvements: Owner: =a►--*xdew Address: 17615— Owner's 6 5—Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): J� Name: Address: Contractor: Philip D. Schnorr Address: 6928 Phillips Pkwy Dr. N J nkmony; 1 1 , Fr '49256__ Phone No: ( 904) 262-1517 FaxNo:_A904) 262-1436 Surety(if any): Address: Amount of Bond$ Phone No: Fax No: Name and address of any person making a loan fo r the co struction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than hi self,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 followin person t receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's opt' n). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expirafion date is one(I)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY R Signed: OW Date: I Before m y of j)r_[?c'-ir%jk.ej in the ounty fuv Flo idas personally appeared c s ( Notary Public at Large,State of Flo ' a,County of Duval. \� My commission expires: 6, az, � Personally Known: ti or Produced Identification: Doc#2006048297,OR BK 13063 Page 976, Number Pages:1 Filed&Recorded 02/09/2006 at 02:49 PM, ...............................................$0. JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY ._ �aw1w/,,,,� KAREN R.MCCLASKEY = RECORDING$10.00 i ,o``�YP F' Co nrNsslon#DD0226985 y� Explms.8/26/2007 DOFF Bonded through 4111 (804432-4254) 3rldaNotary Assn.,Inc. ' %...................................................i CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION ' (New/Residential & Commercial) K A�r (W Date: ` �ld� _33 Job Address: �9�� 'c3�-!1 S"ia�� t H�'�c7��{jc� b��h , Owner's Name: Address:/�,5` L7 4s /e AL , 4A, RN. Fl 3 3 25 Phone: d 14 6 ' 41 L,41 tf Legal Description: Block Number: I Lot Number: a0_Zoning District: X Contractor: Philip D. S ehnorr State License Number: CRC 0 41 0 2 8 Address: 6928 Phillips Pkwy Dr N Phone: ( 904) 262-1 51 7 City: Jacksonville State: FL Zip:32256 Fax{ 904) 262-1 436 Describe proposed use and work to be done:R*esterle nt>C lnst�� cid X Present use of land or building(s): Valuation of proposed construction: 9 7 &0 Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS 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 lirb,vJ 'all inf0mation 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 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/04 CITY OF ATLANTIC BEACH cc: BUILDING / ZONING DEPARTMENT ins 800 Seminole Road S. oerr r I Atlantic Beach,Florida 32233 ' (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Uo —,59,q§4 Property Address: I q 15 ,Lpn w2g'df) el Applicant: 9� • 5 F7 i Project: ve �5ffeefl arl n I OLY, U)l I Of wr This permittapplication has been: Approved 5-DA-10Is V and the following items need attention: ou)j (37 C ►pplica 1:7 en these items have been completed. .7 ,7'- / `-- Date: ed: I� 1`� CITY OF ATLAXTIC BUACR BUILDING PERMIT APPLICATION (New/Residential & Commercial) V Date: Job Address: ��Jam- 1-,��-�l�S f�� fit— 1��Jat�tc �/r �� s 074 3 Owner's Name: r0— Address:��SS! cx s�� r? ; 441, 64.4. Fl Phone: 11 0 q r� Legal Description: Block Number: I Lot Number: J20, Zoning District: x Contractor: Philip D. Sehnorr State License Number: CRC041 028 Address: 6928 Phillips Pkwy Dr N Phone: ( 904)262-1 51 7 City: Jacksonville State: FL Zip:32256 Fax{ 904 ) 262-1436 Describe proposed use and work to be done: welie �xrr�-, G 4Q/&9 U-�t dt- ,�/ �A �t`1"�e'rt (Cc r: � c�rzC7.�DS �" h �DJr'O k 9` ! X 3( , Present use of land or building(s): ��,��,/�,,�,z/ Valuation of proposed construction: /�, 7 00 Is approval of I3omeowner's Association or other private entity required?&;_If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? Applicant certifies that no change in site grade or fill material will be used on this project. V YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS 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 Phone: (904)247-5800 • Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Page 2 Revised(/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. I. 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. j 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. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. I hereby certify that all information provided with this application is correct. ll /` Signature of Owner. '.G' /� 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 perfgrmance of construction of the property. 1 understand that the issuance of this permit is contingent upon the above information being tru4and rect an j that the plans and supporting data have been or shall be provided as required. Lr / Signature of Contractor. Date: Address and contact formation of person to receive all correspondence regarding this application(please print). Name: Mailing Address: to/, t ty �?" —,�i"' G�,' '�`� s`� –i X" Phone: �;� 1's�� 7 Fax: yi�. - /�l E-Mail: . -G to v,- 6 t!/.sulk. 7e t AS TO OWNER: Sworn to and subscribed before me this j_* day of +� " 20-C .� State of Florida,County of Duval Notary's Signature .........................R.MMILAS ..� }1�AY PGer y �e�0 OD0226 gg ❑ Personally known Fires 8/=007 ❑ Produced identification Bonded through Type of identification produced Assn AS �6'UI to �• �.... " Sworn to and subscribed before me this day of 20 C ty State of Florida,County of��Y0lt1111II&r� x. '•A+C �Y�'''�i ��=�.•'NOTAgy�S�.� Notary's Signature: �1 �, 1 Ze: MY Comm.Expires 'Z Personally known c January 14,zoos = produced identification No.DD 376877 Nom, 'qti Type of identification produced em'nole Road •Atlantic Beach,Florida 32233-5445 Page 3 Phone: U4)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Revised 1104 DEPAR' 1 "T OF BUI1& NC cITv t F ATLANTtG`PERCH . . . PERMIT,i 'C+ TON - ------- LOCATION I�IFORXATION - ____ rm t Nu�ber: I74�7Address : $SIDE COURT permit type:SWIMMING G POOL ATLAN - C ]BEACH, FLORIDA 32233 1asI of Oork:Nl -__. . � LEGAL pSS+ RIPTION -- ------ rit r, Type:WOOD, P cock:1 :e4ot ;20 Twp: Q kY Propo ed Use=EIN0LII FA14IJLY Section: sub d: Rng; t? Dwellzng U Subdivision%,RZACHSIDE Est. value; mprOv. Cast; 2 1 , 4E0 ,00 Total 'Fee c 3fl"s DQ # Amount Paid. .0U Dste Psi SSR 111 ark Desi. NSTRUGTION OI~tLY - - ------- 5 APPLICATION FRES � 30 .00 ATL ORIPA 32233 , /- ----- (4n � epe-a,cr ff, O .- FOCAL t o 443 ,p-LUF}"F R0 46 w sonv Lic: CP4 645 Exp f Ike NOTES: NOTICE INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACE�N PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR,OWNER "'FAILURE TUC PLY WITH THE MECHANICS' LIEN LAW. CAN RESULT IN THE PR PE14T�` 4, 4ER RAYING TWICE. FOR ,BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF ApPLtCAE3L-E PROyt$IONS OF LAW. f. ti ATLANT BEACH Bl1tLDING DEP RTMEN7 IIIIk y .�1 l�y:- CITY OF ATLANTIC BEACH 1798 PERM2T APPLICATION RDTODEL; ADDITIONS, OR A 1gj6� each MOVING, DEIOLITIONS Bul��lR an 7110`1g Owner(s) : Y41r J2�i1 Address: � t Phone: Lot # Block or Unit # _ Subdivision: d-1 Contractor:-- AIV State License # Address: '/V S7'`1'dif/1-S Z141,p/r� Phone No: City C-JTr �" state i� yip Code Describe work to be done: Present use of building: Valuation of Proposed Construction: Proposed use: Is this an addition?. If yes, what are the dimensions of the added space: j ft. X 3Z ft. Will the added area be heated and cooled?! _ New electrical (or increase) ? /U New plumbing fixtures?" New fireplace? New Heat/AC? o SUBMIT T7n= (C04JERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICM OF C0MMV=MVT, AND OWNERICONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. 0 0/ b� Signature OWNER: Date: CiA � Signature CONTRACTOR Date: Old Sworn to and subscribed before me thi ;.''..'s,'; day of 19 .. — �p+�"►w� Mwhasl�erokair ` NOT y P STATE 0 FLORIDA AT LARGE * My CWM*Gion CCM1 i , MY '*' * Commrssror CCt—bbi- 8xpxos Apn108,2005 PSR-3844 , A 17440 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH a PERMIT INFORMATION -, - LOCATION INFORMATION -------- Permit Number: 17 # p Address 1955 SEACHSIDE COURT Permit ' ype.SCRRFN ENCLOSURE ATLANTIC >�EACI3, FLORIDA 3 233 work.-NE" , LEGAL DESCRIPTION Const r. Type'WOOD P9AME Bl ock a 1 Lots 2a . _ Prs used Use;SiNGLE FAMILY Section' > 0 Sobel. Twp. Die I n�rs Q Subdi vi s i.on r BEACHS I DE Rng. 0 ; Lat., Va l ue: 0.09 Imv, pv, cost : l ?5U.'Dfl �' tal Fees: 30.00 ' Amount Paid:' � 30.00 Date Pa 998 ark. Descf, RE ON - _ W APPLICATION FEES Arne: JIM , ,��m �GN � ddb , p M T 3Q E �a��" ATI . A LORIDA 3223' ion . � �w d , CC}N11 I ATION &meF. � l?,F M i M or C RAL FL Cdr: 8 -I S' .�' RS SLUP'P ic: 'Pe:' l t �gpp}kwbrvx e�''.: J'm7." 5� xt. .s+rvnw;rcvwre me'em+M m+ �censm wsa�+• �N�d$ NOTES., , , .. PpjQ ,,4,.�� tit p�l�ntic Bct� Olty u 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'EITH"CONTRACTOR OR OWNER "F LURE TO COMPLY WITH THE MECHANICS' .,LIF.N LAW CAN RESULT IN THE PROPERTY OWNER PAYING fWiCE FOR BUILDING IMPROVEMeNTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR YIDLATION OF APPLICABLE PROVISIONS OF LAW. !4 11434% 81 ftWApt--4=aMa CIECKS 5 ATLAWK BEACH BUILDING.D PARTMENT >�I1lfllkl� BY: JIt _� C7--- CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Adare �Q Cdel=F�.J rti3CLc%SUr?l Date I f3- g Heated Square Footage AC @ $ per sq ft = S —\ — Garaae/Shed @ a" per sq = S Carport%Porcr `` � to Sper sq ft = S V t,,Q @ S per sq ft = S Patio S per sq ?"t = 8 O� TOTAL VALUATION : S Total Va; uation 1st $ /aQv 7 S—V Remaining Value $5` per thousand or portion thereot TOTAL BUILDING FEE $ D-0 + 1/ 2 Filing Fee S / 0 ( ) Fireplaces @ $15 , 00 S 0 BUILDING PERMIT FEE S WATER IMPACT FEE $! SEWER IMPACT FEE Si WATER METER/TAP S CAPITAL IMPROVEMENT S SEWER TAP S ) RADON ( NRS ) C050 S SECTION H PAVING i S HYDRAULIC SHARES CROSS CONNECTION S ( ) SURCHARGE . 0050 S OTHER S GRAND TOTAL DUE S �y ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Eiectric/New Electric/Temp ; SwimmingPool Septic Tank Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : MAS' SHOWING BOUNDARY SURVBY OF LOT ZO BLOCK AS SHOWN ON MAP OF F3& Ac. Ksir7c•- r AS RECORDED IN PUT BOOK 4Z PAOES_14-14THE PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA CERTIFIED FOR: .J 6;'l MIJ C-4 T,-Je- E- M. ,L1 n C.. �,�/om 6• Ani E tL t C,4 7 i T't-E- iv-9 co. z� Loo-7 °4 30 kA 011, N N 4.7 a. ,v IraM I AF WrM 734. N ZR.0 �; aj S8�� Z37 tl J37. 7-4- 19 AS -qCA LEQ FROM FLOW THE PROPERTY SNOW HEREON APPEARS TO LIE WTHIN FLOOD F A( l<) D ��N �¢_f7_ AND INSURANCF RA Tr MAP d, d0! FOR AT LA W_r C t3 t " IS SFIOWN AS✓A COURTESY ONLY AND DOES NOT CONSTITUTE A CER77FCA77ON OF SAM" TRI—STATE LAND SURV oYORS56Z'904) 731--7?_3s _ .__ .rAnnwC way Sll/TE ff2. jACKSONWL .5 MIN; ��' RN Book 9182 Pg 1789 PHONE ... �a � Bkt 9122 put 1788 DOC# 98270954 Filll/05898 rded 03:31:59 P.M. HENRY W. COOK CLERK CIRCUIT COURT DUVAL COUNTY, FL REC. f 6.00 Nov-04-99 04:37P P.02 . r\• ,�.r\awe (A Mai9 faa.l.ea 1►tl tart T%Dum of ( ami-11rItrrntgnt to f J101u U Ming emwit: The wWarsigned hereby Inforots all eoncarned that Intprovatnente wW be mwv to oortgln reel WottMly,and In accordance whh ttrt:tlon 713.13 01 the Florida SIMutab the following information Ill stated In this NOTICE OF COMMENCEMENT. Po,cdWion of props.Ir....I�+!J'..0 `ICL!J'lQ s=..al.' _ze ..�L`,w.r..M2.lrak_�.... .. Ow• � .. t:oneiel d.wtp�l.n a!ImProvaraeN►�QC��...,1J.�-.rs:�.._................,............................�..__..,.. 0"Wo 1Nuat to oil.of the limpavuueN.................,._........,._...._...,_.,,....,..__............_...__........._........,........... I..Simple Tale Addax(ti 01hat due«*pot) ............._...__._.........__G/_1 It NOW c-vn.c• ,,.r(. .� ll�..��r+ ..../.l�lHa�._` �d. ._ ..............,.••................_......... .................„ - - - •--.. -+ ........�.w rrwra.a.ryrwee or atrn.r amen 10110011101110098 IN MMr reOMMWt rater ' �Nrvedr �..n....._...... In addit(on to himself,owner desigrutea the Ioliowtng parson to racsWe•Copy of the Uanot's Notice sa provided M Section 713.1311)1F},Florida btelvtex{FUI In et Owns►a oplionl. 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L •.Y::{�;?;,�,..•'= tj;':� !i7„�••,ar'',rP •.x"1" s: .+i,�:i;:r St .t.�'ot`,y y.i;.., '-�•. ��r•;:j`�s'r`;>.!;.'` .3� +.•f�•:. 2x4•SM8 :116.8:01!-�10;SFdS,�if _•14.= '•4"".:'.' r�_=Y•.r ._r:_ �� ,r...;:•:i•:;:.•U_._. _.:• J•� e•.��0�O_'e�O O::•O•E.e.-e''e sY,T.:•, � •L •:t4' '�1... mss. ��i - .s:. v... .''. ..;} t• >s.i C.:7•� +1•... mti,� 2x6 SM8 24to' t0'S1dS�. i6"' 4' +'' �er"'o�';o: o'e or a:e:''o6?� o ::_;, • 00 X10'SMS* 1� 5' ' °-.. ....._..�',J;i. s, 2x7•SMB 28 - -+ 2x8 SMB 40 to 10 Sus• 20' 6 32 ea f 12•SUS 20' 6' 2x9 SMB 44 ca J10 SUS 2d 6 32 40 12 Sus 20' 6 DEFAIL QD Tw•s4st•et!>U.WAW A 4'x.125" FLAT BAR UAY BE USED INSTEAD OF GUSSET RATES CA11£0 [ OUT IffTH AN APPRWRIAIF LENGTH TO ACCOMODATE THE REQUIRED SCREn • t=4•C4 C=-D" rtaExcTH . - � s,c•tASTT MAXIMUM ROOF BEAM SPANS CUTTER TO FASCIA `TAILS IN DECIMAL,FEET SCREEN ROOF/SCREEN WALLS EX4MPLE: _ WIND 110 MPH DEFLECTION USO POOL ENCLOSURE ' < COLUMN USED > 6 'WALL 2 10.Y T•M• 0A a f{ (K) (L) (M) (N1 Y ..073 .;7r,..4L0 a. BEAM SPAGNG 2x3 210 2x4 2x4 2x1 2x6 2x7 2:a 2x9 } 10 S+rS USED PB SMS PB SMS SMB SMB SMB SMg SMB 4'-0' 18.•2 1D.06 1D.2S 19.25 19.2519.25 (M 5'-0' 17.06 17.Sa 17.75 17.75 17.75 17,75 17.75 77.75 17.75 =4'1,}5•y� 2x4 6'-0' 16.Os 16.58 16.J5 16.50 16.75 16.75 16.75 16.75 16.)5 4 (q _L (L.4�4 Sto NS PB Tor 15.25 15.56 15.75 15.75 15.75 15.75 15.75 15.75 15.75 - I ) 8'-0• 14,5a 14.92 1s.08 15.08 15.09 15.09 75.08 15.06 15.06 }-- -. D'•0' 13.92 u.42 t<.42 14.42 14.•2 74.•2 74.•2 14..2 u.42 / K 21.09 21.75 21.92 21.75 23.42 23.20.0a 20.06 20.25 20.0621.58 21.18.42 15.75 16.92 7892 20.25 20.17.42 17.92 17.92 17.92 19 16.75 17.06 1709 1706 16.06 16.42 16.42 16.42 17.•2 17-92 17.42 17.42 17.42 BEAM TO COLUMN COWIECT 4'-0' 2a.08 28.58 28.75 26.50 29.92(K1 . 31.92 31.5% 92 31.92 31.920 0 26.58 26.58 27-58 29.25 2925 29.25 29.25 PURI-IN T O COLUMN C O N N E C 2" E- 24.58 24.92 24.02 24.92 25.92 27,42 27,•2 27.42 27.x2 SMB 7'-0' 23.25 23.58 23.75 23.Sa 24,42 25.92 2S.92 25.92 25.92 8,4r 22.25 22.58 22.58 22.58 23.42 24.56 24.54 24.58 24.58 7- 21.42 21.58 21.7527,76 22.42 23.55 23,58 23-51 23.59 4'-0' 31.Se 3208. 32.08 32.03 33.08 3..92 35.92 1 35.92 3-5.92 •, x 5'-02- 29.53 29.75 29.75 30.58 32.25 33.08 33.09 33.08 2x7 6'-0' 27.58 27.92 27.92 27.92 �24.92 30.06 30.92 30.92 30.92 _ •'�-7 . SMB T-0' 26.25 26.42 26.50 28.5826.42 7925 2925 29.25 • 0'a• 25.09 25.25 25.42 25.4227.08 27.75 27.73 27.75 9'-0' 23,92 24.25 24.25 24.2526.00 26.54 25.53 26.50 n • r 30.25 38.50 38.5838.58 39.•2 40.02 •1.75 4425 44.2-5 _ l - (MI S'-0 35.42 35.75 35.75 35.7-5 3638 37.75 38.58 •0.75 40.75 {ITC { 910 SMS [ACH 4 2x8 8'-0• 33.42 33.58 33.75 3338 34,25 35,•2 36.06 37.92 37.92 S 1 DC r04 Q (0 POS T ,Gl N SMB T-0• 31.75 31.92 31.02 31.92 3238 33-54 34.08 35.92 35.02 ALT. OTHCRS SCC' t 8'-0• 30.25 ••3033 3038 30.50 31.08 32.09 32.58 34.00 34.00 rAS iC►+C4 SC►+CD{7LC ttlOv t O''d' 29.08 2925 29.•2 29.42 29.92 30.75 31.25 32.75 32.75 i.• t ti ± t 7 :: • +'�• 41.92 .•225 •2.25 42.25 a.oe 44,42 45.00 p.t2 18.42 1; ��• - :�. w } 38.92 09.08 3925 39.oe 39.92 41.08 41.75 4334 U.Se '..+ ,'. ;t•: 2A 4 0" 3433 36.75 36.92 36.75 37.42 3S.42 39.04 80.75 44.58 i SMB T-0• 34.92 34,92 34-92 34.92 3538 36-92 36.92 3838 39.25 :• ti ••�,• •�f�-~ •i� '. 0'0 3328 33.42 33.42 33.42 33.92 34.75 35.28 38.75 37.42 x�.' 9'O 31.92 32.08 32.06 32.00 32.58 33.82 33.02 3-5.08 35.75 •• - JCJt1t •• •.±`: r. WTERPOIATpN BETWEEN VALUES IS PERMISSIBLE 'j 'r ''/�t ••r;.• __ , {• •�'•i� � '1J• 1111• 103 _,_� • ' sw7+A�,..:::if..�l�/••%}l..-_�__.�+..w.w.......�..�.�•... ._._r_ . .__+_ . ..v� :!'ice_ _ •'t�. :;:•}�-�:.•'_i�}'�� aP PR ��a�l��y'pL�' ^"�+6''1�+ ,��'-`'s��"'�',�,� � ^' �rC� �'L-�;�~��••I`�� :r st�..`i'�.hc a; e=��y�xR,J,'�C� �:�?�Y:.�r'"��' .. x s i ALL ALLOY 6063 TS OR T6 PrE 1� / f ALLOY SPAN SPAgN(e � ROOF BEAMS [ TS O FRONT POST �1�i� T6 END POST X T6 ti �\ qN N PURUNS T6 EAVE BEAMS 2 X 3 0.050 T6 y TOP BEAMS 2 X 3 0.050 T6 .�--� PURLINS 2 X 2 0.044 T6 CHAIR RAILS 2 X 2 0.044 T6 BASE PLATE 1 X 2 T6 l�3 SCC 051711 SG cam' 7 7 7' ALUMINUM OF CENTRAL FLORIDA, INC. ' The Name Everyone Prefers 855-14 St Johns Bluff Rd. C-10. Jacksonville, FI 32225 - (904) 998-1938 Fax: (904) 998-1937 RECEIVEDPTony Blanco Michael Brokaw ager(904) 889-4365 pager (904) 889-4178 OV 6 1998 I APPROVED . • • Cit of Atlantic Beach CITY OF ATLANTIC BEACH Building and Zoning NOV 13 199'8 JOB NAME: JOB ADDRESS: �SSZC7.C�>*796 CONTRACTOR, 111,Mq 'A,LlkMDDR SSI 0 ,k.`%3 +" • •�=� _\ � S�lIMMING POOL3;ENCLOSURE�s.-,ONLY_= r..'tl f 4y.:ri1.�,i. -`:.►.�a� 1,. �.{ ;�: ••. �C�� y.'rf��v-y�}��_�`�.r�1t !�1��••�•�•� e�.a YtV�Y .t. �%:�I�.�� •l aS•,'.^: _�.'1:;,,. _.�.,...,. .�•f•r� j:,I•+'>>yf-' _ 7 ' •r �_ . Wtfl�.ti{iC�tJC aIaW rZ. ,.a.••.�' �'r=_'•--.r:r�_•�!� r =,i. 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I ' sTcv s:o>t rw1••c • 3:1 _ra 0<.TEq PLANS DESIGNED FOR: SCC 051711 0�� POST/ COLUMN TO CONCRETE DETAILS ALUMINUM D`� OF FLORIDA; INC. r,,,S-6. G s••A ca, n 13997 Beach Blvd, Jacksonville,FL 32224 992-2001 F-�C(904)992-2020 Tony Blanco Wdiael Brokaw S=p•�� r�"A^� pager(904)889-4365pager(904)889-4178 .-,znS4 a2 M3 ACocA YC, O t '• , Of C•A•••••t trAn �10 Yr'S , 2 Cic% 110 SwS CKw S-e. O O ONS (SEC SCNc TkCC) (IONS .• E II 991 ERIIII' `' �II•!nl!InlNil' a • JOB KWE: JOB ADDRESS: CONTRACTOR:?z • •!. \ •. t•.A FASTEkE SCHEDULE 3 rosy 92L ' -rLsrckcRs uokAco r © p0 2 ..a re & t 110 SLS CA(>9 :..It110 SUS CA01 SDC. f t a t Sua'.;� A.i '•a po Sul [AW 9DC OHO 2 • 1E Sun; 10 /10 SUS tILC?1 9DC '+'••••F ; > `t r r arcs 4G ::'o' ; QD'2 i 7 Svs 1' 12 /TO WS CUM 9:1C — ... ._ •... . . sWs 12 no s1+s CAtN "'=' ' .tLU1ElINU1if�:STRUCTU_RES. RIAST. 1 t'110 SWS CA01 SDC . - - 'd BSG N6;U!' t� C COPYRICN i"AL; - _. a.-.... ... _...A:.__. ..._... .. .. ._. _. .. ._ .. ._ ^r:.t..�.�..•._..._+.a.r_•�!_a:,._ ._�1.•.!••lJt_:�i._:Ri. •t:.y:.T. MFN. T RN Book 9122 Pg 1788 PHONE, �a8k: 912p- 1788 1788 Doe 98270954 Filed aSRecorded 111 03s51ES P.M. HENRY V. COOK DUVAL COUNTY, COURT REC. $ 6.00 Nov-04-98 04:37P P.02 r.n,.n ... ..w....Opp vriirx of t�arYuit�rc�ilt�enf �,fu11,n1t u�Y L011tiLlc Th.II11dvol"od h.1.b7 Inion"all colrfined the$lnnpnwmentm will be Iww to cmtpw r.1 - tVolianY,and In uemdwwo with beti.n 711.11 of iha iinlW.ttalu%L"IoMowinghdoml.tim+ is scud In 1141 NOTICE OF COMMENCEMENT. -A_..... � 2_ �....._._. _.._:._.._ t '�t ��✓,� .._. _......__...._...........-......._...---------.._..._ A? 1 �.-.�C,�Z..�_ O—Ws INh.N I.s;1..116 1p,.Wm.N,.,,.:_...___.......,..........,_..........._ I-$Si"I.td.Wd.r pt etiw,d,.n.vn.l) . NNIS................... .._.."-__.........__-._. _..........._...._.,.,.,.:.._......_—...,_.__ of how t— --— NMr 41 p61—**Wn 06 Slr.*I Five&d.ap..1d by 9w1r1 y.p drat aWau w atlly tbarw".s y 60 nrvad, Nw. ._.._--......._._._... ..........___._,........._......... .. In addltton to himwlt,4wlrr darp,.tu tha Iollpwltq pvwn ro recaiva aaopy of the lNntrc't Notke p ploviaW 1nS.ettan 717.13171 1f1,ftmld►$tatutp-lffll in at ovmoroaoptwn1, 4aalp.._.......__......................... ............._.._.......__.-..._...,__... ....—.-....._ •Y CRY'•�f SwrJn� ./ 10. a►w�A/.,yllayl,,..rtt14-/../�._�.__..._p-, `k My C ^. '° 'IM � bn IOWO _-.-T.,.! bY.L•-ht�s,. ',JI�IS..If.{� ♦� �e EAW"Sap.27.ISM f1AlM �Clu.. s�zc--rts-se-s��o CITY OF -4G 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 _ '-- TELEPHONE(904)247-5800 FAX ( 247-5805 �^ SUNCOMOM 852-5800 October 16, 1998 Jan Shields Watson Realty Corporation 1117 Atlantic Boulevard Neptune Beach, FL 32266 Re: 1955 Onchstde Court Dear Ms. Shields: The inspection summary you faxed me pertaining to an inspection report from Gary Mashburn regarding 1955 Beachside Court is in error due to Mr. Mashburn's assumption that the 2 x 4 studs in the front wall of the unfinished bonus room were conventionally framed. In fad, the studs are part of a truss system designed by Alpine Truss Corporation. The engineer of record is Walter P. Finn, a Florida Registered Engineer. The gable end miss is designed to withstand a sustained 110 mph wind as installed and inspected by the City of Atlantic Beach Building Department. Enclosed is a copy of the specifications and design sheet for the gable end truss. Please contact me if you have any questions concerning this matter. Sincerely, Don C. Ford, C.B.O. Building Official DCF/pah Oct-2,0-98 12:OOP WATSON #014 1 904 �ju l957�i iS ,� PS Oy SUMMARY This summary is to provide you with a recap of items in need of attention or repair discovered during the inspection of 1955 Seachside Court. This summary is not intended to be a complete inspection report. Struatut The 2 x 4 studs in the front wall of the unfinished bonus room were turned the wrong way. Studs have.minimel flexural strength when installed flat or Mush against the wall sheathing. Par the Standard Building Code. section 2308.1.1, studs should be installed with the wide face perpendicular to the wall. Recommend repair by a qualified,licensed contractor. Exterior; The stucco wells,flashings,or windows are not watertight.in areas. All points of water intrusion need,further evaluation and repair. Evidence of water intrusion was noticed in the following areas: •Brown water stains were noticed on the;exterior stairway wall to the left of the front entry. Brown water'stains were also noticed under the bottom edges of the cantiieveted stairway. Water was seeping from cracks over the hibiscus at the time of the inspection. Cracks have developed in the stucco wall, such as vertical cracks along the corner bead,,a dia onsJ crack above the diverter at the lower roof, and haidine cracks between the lower and upper eaves. Possible sources fbr the moisture include drverters or "kick-outs" bent in the flashings at both eaves and leaks at the window bands. Further investigation is recommended to find the point of water penetration_ Repair as needed. *brown water stains were noticed under the right corner of the cantilevered front bedroom. The stuccd has also cracked_ The source for water intrusion may be inadequate flashings at the stucco corner above the shingles. Recommend further investigation to find the source for water intrusion and repair as needed. eAbnormally high moisture contents were found with a moisture meter under the breakfast room bay window,facing the northeast. The source for the moisture was not found_ Recommend further investigation and repair. *The intersection of shingles and stucco comers were not property flashed, such as. (1) above the rear eave behind the breakfast room and den, (2) above the south aide save at the southeast corner of the garage and bonus room, (3) at the right side of the front bedroom as the north garage save intersects the stucco wall,and(4) similar areas. The open gaps are sources for water penetration. Cracks in the stucco have developed below the eaves. Recommend repair by a qualified, licensed roofing _-- contractor. 1955 Brrachskls Court Page 1 10 h/A PIIK1'Y II DI-l: GE THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS K— Ifll' 011090,7x4 SP 17 1+ PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) DOI CHORD 7x4 SP 11 N UPLIFT (LB) : 120 PLF WI.I[S 7x4 SP 1_1 :W9 2x4 SI' 12 N: BRG.LOC (FT): OVER CONTINUOUS SUPPORT :W I O. W16 2x 6 SP V H: >.._:.'-7: # ? .--*.'`.4!u*--��.#*.:�•'-# i i 3##1:=: =:: � "? N1III'DEi(D"BAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . ENCLOSED BUILDING. A RIGID CFILING OR CONIINUOUS LATERAL BRACING AT 24' O.C. MUST OF 1101110 Y Al IACIIf.D 10 111E BOTTOM CHORD. SUPPORT UP TO 2'0" OVERHANG ALONG THE TOP CHORD. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD C011AR IIF TO III BRACED WITH 1X4 #3 HEM-FIR OR BETTER VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO CONIIIIIIOUS LAIFRAL BRACING, AT 24" O.C. , UNLESS A RIGID CEILING TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING IS AIIACIIED DIRICIIY TO IT. BRACING MATERIAL TO BE SUPPLIED DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE AND AIIACIII. ) AT ROIH FNDS TO A SUITABLE SUPPORT BY ERECTION RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO CONIRACIOR. SUPPORT 2'0' TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. NOTE: THE TOP CHORD OF THIS TRUSS MAY NOT BE CUT OR NOTCHED ION ANY WAY. CONVI:NIIONAI. IRAMING IS N01 111E RESPONSIBILITY OF THE TRUSS DFSIGNF.R. PJAII MANUFACIORIR, NOR TRUSS FABRICATOR. PERSONS IRFC.IING IRUSSIS ARI' C.AUIIONED TO SEEK ADVICE BY A LOCAL 11It011.SSIONAI I.NGINIIR RI'GAIIDING CONVENTIONAL IRAMING. 4X4= III] BUIIDING 1)[SIGNFR IS RESPONSIBLE FOR THE DESIGN OF THE 3X6—_ RO01 AND CEII ING DIAPHRAGMS, GABLE END SHEAR WALLS, AND 3X6= 511111010ING %III AR WAI I S. SHIAR WALLS MUST PROVIDE CONTINUOUS 6 r 6 IAIIRAL RISIRAINI IO IHE GABLE END. ALL CONNECTIONS TO BE tj DESIGNED BY III[ BUIIDING DESIGNER. W9 3X30 3X6111 3X6111 344 I MEMBER 10 BT IAIF.RAIIY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSITI4 10 011 DISIGNED AND FURNISHED BY OTHERS. W1 + N16 t k, t 7-8-8 + 5-4-6 7-9-0 5-4-6 8-3-0 3X4m 5X7- 5X7- , --6-11 -4 !+m --7-9-0 6-11-4—� R-198 PLF W-21-7-8 L_ 10-9-12 _1_ 10-9-12 �—— 21-7-8 Over Continuous Support-----� Note: A1.1 Plates Are 1 .5X4 Except As Shown. JILT TYP. Al ine T111 -95 Design Criteria: TPI 17.3w1 FL/-/l/-/E - SCale -.1875 Ft. C=1 N AIM P O R I A N T** ALPINE ENGINEERED PAODUCIS. INC. TRUSSES REQUIRE EIFRENE CARE WARN I NG "ITC LL 30.0 P S F R E F R151--85140 SHALL NOT OE RESPONSIBLE FOR ANF IN HANDLING. ERECTION AND n n Ot"A110N IPO« 11115 DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HIS-91 NY TPI. SEE THIS DESIGN P F TC DL 7 .0 PSF DATE 10/30/96 C� IA11 WI IU BU110 THE TRUSS IN CONFORNAN(E WITH TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �P IN C7 At"'N1 CDNN"'URS Al[ NAGE Of 201A GAL F. SIEEL NEErm ASTM DUIRENENTS, UNLESS OTHERWISE INDICATED. TOP 1r��tS�l��ril BC DL 10.0 PSF DRW HCUSR151 96304053 A651 GOV F1LV1 AS NOTED. u►LY CONAECIONS 10 EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER 3U�tp. '• �] (PUSS A«0 UNIISS OI"IRWISI IOCAFtD ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTON CHORD ; j p U C LL 0.0 P S F HC-ENG DAL WMR �—J (p«"((TOPS PLR DRAWINGS I)0. ISO A 160A F. Dt116N STANDARDS WNG IT"/ROPERLY ATTACHED 11010 CEILING -, SEE •i /AL P I N E� (0"101"W/APPIICABLE PPOYISIONS OF NDS A T►1. AN tNGINEU s ALPINE TECHNICAL UPDATE (111191) TON "OPEN 5,►z�°F ' TOT.LD. 47.0 PSF SEON - 26850 nCITY OF Office of Building Official REQUEST FOR INSPECTIO Date �� '� Permit No. Time r / Received C..• •M. '� �� / Job Addr ssality Owner's f/ et /� Name ` Contractor V BUILDING CONCRETE ELECTRICAL C PLUMBING MECHANICAL Framing Footing ❑ Rough Wiring ❑ Rough Air Cond.& Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating Insulation ❑ Lintel O. Final ❑ Sewer n Fire Place Pre Fab READY FOR INSPECTION Mom' Tues. G} Wed. Thurs. Friday _P.M. d ( 6 A.M. Inspection Made P.M. Inspector Final Inspection O Certificate of Occupancy Date �_ _ s WARNING NOTE 19 8" - !8 6 B 16'9°4 13 1°4 — 1. DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS. AS TRUSSES WILL BE BUILT IN STRICT F - R ACCORDANCE WITH THIS LAYOUT Fl-LADDER 3. NO BACKCHARGES ALLOWED, UNLESS APPROVE( IN WRITING BY TRUSS PLANT MANAGER F2 F11 (e) m 4. APPROVED BY F10 c+7 La RAISED HEADER i -U') APPROVAL DATE: DEL. DATE Fi F3 F12-GDR. F13 GDA. X61 cc , 47 LOADING CO PITCH 6/12 v ov OHANG 24" a LL LL •+ w s. - .� = a �_ BASE PLATE HT 8-1-2 Nv F4-LADDER ¢ JOB: FO757 PELKEY BUILDERS INC. g,. m N LOC: LOT 20 BEACHSIDE PLAN: DESIGNER: BRIAN m rn Im MANNING BLDG . SUPPLIES -�, -- 16'5 _— 7'8 �v -- ---, 17'4 4 �� 21 '9"9 �� 11155 PHILLIPS PKWAY PH# 268-8225 JAX. FLA. 32256 WARNING NOTE 1 . DO NOT CUT OR ALTER TRUSSES, UNLESS I� 19 APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT 3. fV6^Ba�tQ��AH�I�a gLHISELAYOT UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER LL c: m _ 4. APPROVED BY : v APPROVAL DATE: 00 DEL. DATE n cl CU w < = PITCH 6/12 #47 LOADING _ OHANG 24" 0 BASE PLATE HT 20-09-12 L=10L I JOB: F0757 PELKEY BUILDERS INC . LOC: LOT 20 BEACHSIDE �7 ' B 11 '4PLAN: DESIGNER: BRIAN MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PHM 268-8225 JAX. FLA. 32256 r WARNING NOTE 1. DO NOT CUT OR ALTER TRUSSES. UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS. AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED. UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER �--20'1"8 --+{�----18'6"8 --��---1 B' 11" --- -10-6" - �'� 4. APPROVED BY APPROVAL DATE: I DEL. DATE ck A i-I I I I I BUILDER TO CONY. FRAME ROOF. VALLEYS - - - AND O.HANGS AS NEEDED. BUILDER TO FRAME DOWN CEILINGS - AS NEEDED. 19 v (4r BUILDER TO BUILD UP WALLS TO T1 T4 MATCH TRUSSES AT HIGHER PLT HT. 771 T9-Hl 7 (4) ALL WALLS SHOWN ARE LOAD BEARING UNLESS NOTED OTHERWISE. m (U 5 9 PITCH 6/12 #47 LOADING T2 OHANG 24" (4) BASE PLATE HT 20-09-12 m � T - JOB: FO757A PELKEY BUILDERS INC. LOC: LOT 20 BEACHSIOE I_m+---16'6" -•��7'B" �--�, --14'6" -- N�'-- 21'9" ---� PLAN: f DESIGNER: BRIAN MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PH# 268-8225 JAX. FLA. 32256 3. i WARNING NOTE 1B 6"B 16 9 4 13 1 4 — 1. DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT F - A R F - A R 3. NO BACKCHARGES ALLOWED, UNLESS APPROVE[ F IN WRITING BY TRUSS PLANT MANAGER F2 F m 4. APPROVED BY F10 v RAISED HEADER .� APPROVAL DATE: .-� ul i F DEL. DATE F F3 F12-GOR.GDR. F13-G (5) DR. m PITCH 6/12 #47 LOADING v a ' OHANG 24" v = a �+ BASE PLATE HT 8-1-2 N u s Ln v F4-LADDER < v JOB: F0757 PELKEY BUILDERS INC. 3'9 m N LOC: LOT 20 BEACHSIDE PLAN: DESIGNER: BRIAN m rn MANNING BLDG . SUPPLIES 16'5 + 7'8 17'4" ---�+-!21 '9" —'—� 11155 PHILLIPS PKWAY PH# 268-8225 JAX. FLA. 32256 WARNING NOTE 1 . DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 19 , 2. VERIFY ALL SPANS AND AMOUNTS, AS I� TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER LL _ 4. APPROVED BY " APPROVAL DATE: DEL. DATE co n N Q o PITCH 6/12 #47 LOADING Go OHANG 24" o BASE PLATE HT 20-09-12 JOB: F0757 PELKEY BUILDERS INC . LOC: LOT 20 BEACHSIDE 7 ' B 11 ' 4" - DESIGNER: BRIAN MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PHS 268-8225 JAX. FLA. 32256 WARNING NOTE 1. DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED. UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER �---20' 1"g 18'6"8 - --- --- -10'6" -+f 4. APPROVED BY : APPROVAL DATE: i _ DEL. DATE Lr) BUILDER TO CONV. FRAME ROOF, VALLEYS AND O.HANGS AS NEEDED. BUILDER TO FRAME DOWN CEILINGS 5 AS NEEDED. v (4� BUILDER TO BUILD UP WALLS TO TS MT2 MATCH TRUSSES AT HIGHER PLT HT. ALL WALLS SHOWN ARE LOAD BEARING UNLESS NOTED OTHERWISE. m 5.9. (U PITCH 6/12 #47 LOADING OHANG 24" (4) BASE PLATE HT 20-09-12 m T - JOB: FO757A PELKEY BUILDERS INC. LOC: LOT 20 BEACHSIDE 16,5„ 7'8" n- -14'6" --- 'N'�'---21'9" ----� PLAN: DESIGNER: BRIAN MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PH# 268-8225 JAX. FLA. 32255 1 , CITY OF ATLANTIC BEACH APPLICATION FOR POOL PERMIT cb Address Lct Block / Subdivision p/,1z!,z44,z Address Contractor Addre,ss � I, rfD {'lin ' ILI � TELEPHONE: 44r-oJ®y License Number_S Valuation S p�� '��, D Gallons SITE PLAN front N RECEIVED N m ti% 19913 City of Atlantic 80aoh swidlon drain rear Signature Owner ,/ �, {� .' %' Date Signature Co:itractor N / Date ' Y FOR RECORDER THIS INSTRUMENT PREPARED BY: Barbara J.Lamb WATSON&OSBORNE,P.A. 208 Ponte Vedra Park Drive,Suite 101 Ponte Vedra Beach,Florida 32082 RECORD AND RETURN TO: 3;zo�� NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description of property: Lot 20, Block 1, BEACIISIDE, according to plat thereof as recorded in Plat Book 42, pages 14, 14A, 14B and 14C of the current public records of Duval County,Florida. General description of improvements: Construction of a single family residential dwelling Owner(s): Dominic A. Dannessa and Josette M. Dannessa,his wife Address: 1701 The Greens Way#1712,Jacksonville Beach,FL 32250 Owner's interest in site of the improvement Fee Simple Fee Simple Title Holder(if other than Owner): Name:Same as(honer Address: Contractor: Pelkey Builders Inc. Address: P.O. Box 72,Atlantic Beach,FL 32233 Surety(if any): N/A Address: N/A Amount of bond: $0.00 Lender: Peoples First Community Bank Address: 2305 HWY 77, P.O. Box 2955, Panama City,Florida 32402 Persons within the Slate of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1) (a)7., Florida Statutes: Name: Peoples First Community Bank Address:2305 IIWY 77, P.O. Box 2955, Panama City,Florida 32402 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes. , Name: Peoples First Community Bank Address: 110 AIA North,Ponte Vedra Beach,FL 32082 Expiration Date of Notice of Commencement is day of 19 omm�c annessa ette M. Dannessa STATE OF FLORIDA. COUNTY OF ST.JOHNS The forepoinn inslrumcnt was acknowlcdifcd ha forc me this 4th day of October. 1996 by Dominic A. Dannessn and .losette CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Waiter Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET. LAVATORY i BATH (8) TUB OR SHOWER STALL (6) f WATER CLOSET IWATERCLOSET. TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) 2-- �-- LAVATORY (1) �^ COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) J POT. SCULLERY SINK (4) I DISHWASHER (2) Z WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) _LKITCM SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET URINAL STALL. WASHOUT (4) MASHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY / ICE MAKER (1/2) • S SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) I JACUZZI (2) 7 URINAL STALL. WASHOUT (4) TOTAL FIXTURE UNITS 3.) �e $20.00 EACH $ JOB INFORMATION CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address `gs 43 �rfSl,o( C7-. Date 1Q- � 3-96 Heated Square Footage 3q( Y @ $ ,5"5-,00 Per sq ft Garage/Shed t�� y@ $_&,0 0 per sq ft Carport/Porch © _@ $ C per sq ft = S Deck @ $ O per sq ft = $ Patio a � y_@ S fir' Od per sq ft TOTAL VALUATION : $ %y�✓�✓ Tot V nation 1st Remaining Value Ste. per thousand or portion thereof TOTAL BUILDING FEE $�_�� + 1/2 Filing Fee $ (1 ) Fireplaces @ $15 . 00 BUILDING PERMIT FEE WATER IMPACT FEE $ C��•®Q SEWER IMPACT FEE $ [ 2sno.c� --'WATER METER/TAP $ .?'1'�C� rr��C r=© 2 `----WATER CAPITAL IMPROVEMENT $ "L,F, a6 �-S -,SEWER TAP RADON (HRS) . 0050 $ 7, 2 SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ 3Sp� (/630 ) SURCHARGE . 0050 $ OTHER $ - -- GRAND TOTAL DUE $ SO -IDITIONAL PERMITS OR FEES : Mechanical Plumbing ^tric/New Electric/Temp _; SwimmingPool Tank Well ; Sign Finish Floor Elevation Other DNS and/or NOTES : PSR-3844 13 1 1 DEPARTMENT OF BUILDING CITY OF ATLANTIC,BEAChf . _.;_ PERMIT INFORMhTION - ------- LOCATION INFORMATION - Permit Number: 13211 Address 1955 EfBACHSIaE COURTr= Permit Type :MECHANICAL Cl ATLANTIC BEACH, FLORIDA' 32233 of Wc�rk:NLW - LEGAL DLOSCRIPTION - Constr. Type:WOOD FRAME =Block: l Lrat: 20 __�� Twp: _ i �. Proposed Use:SINOLE FAMILY Section: q Subd:14Af3C Rng: i j Dwellings: 1 Sbdivision:BEACHSIDE Est . 'Value., 0 .00 � t I>inprov Cost .. a.t4 TotalPeg, R ' S9.60 Amount �i9#0O Date ,• ; Work W=.. 'ION -_- - - e .._�'_ APPLICATION FEES =, -- . �____ Name a ° �� '� F � � DANNESSA PERMIT 69.00 � Add r: 1 WAY #1712 -017 P 66 IN to C R ORMAT Tot Name. �Rlt 1 Add r •' • 5 ��f Li ca Exp: l 1 a _ w fVOTf~i5 3 a i NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURIsd j PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEAREDaUF'AND HAULED AWAY`BY EITHER CONTRACTOR OR OWNER "FAILURE TC3 COMPLY WITH ;THE MECHA►NIC$r LIED LAW CAN.: RESULT 1N R PAYlNQ TWjPf . 0R.0,,' IL ii*kbvtd,:? FLANS•WHIPw - r r m , S BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC 69ACM, /L00110A iaaSa APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, II, 111, and IV. I. LOCATION Street Addrew: OF latermeHat Streets: {etweon And WILDING S�b�diviei.e ,t` "�� t II. IDENTIFICATION — To be completed by all applicants. lot consideration of permit q'nen for doing tho work o/ described in the above deiement we hanby egne to plrform uid work in eccordanc0 with the attechpd plans end specifications which are a pert hereof and in accordance with the City of Jacksonville ordinances and standards d good practice listed therein. Home of Machaeical (\. � Contraaters C.aarrechr (hiaf) Master > mom 0 of hSisofly Owner + 21 R ysaafrre e/Ovear Signature of er ArN«iaed Ageat Architect or Engineer Ill. WARAL INFORMATION A' Typ of hoetinq Tirol: e' j IS OTHER CONSTRUCTION St;INO DON[ON J THIS SUILOINO OR SITE T Q ow-0 V O Newel O Catrol UtiWy or YEs, OIV N c(�� Or CONSTRUCTION (3 Chs PtIRMtIT -\ � k C3 O*W IV. wacKAmicAL WomwT TO K MI>rTALUID NATURE OK WORK (Isro,4*sow, "lief d cagonoats ee bad of this tents) Residential or ❑ Commercial ►}�1 ❑ Spew O gosamd .a'"C*4#W o fjo« iH"_Now Building f O Room ❑ Existing Building $ $ro ww: fAefsriol._.�.�-�. �� ❑ Riplacement of existing system Now Installation(No system provlously Installed). ! Q O Extension or add-on to existing system Q ' ❑ Other—Specify (] Cpeliaq fer.M: Caf�►dN ____ _ _ .—+. Net, p N.e %wiaki«e: N*obw of ho:*_..��... ..... Q E4•eto► Q Ir 64ft O hollow. .._..�.r-.�I�t ) TW VA" 004 Opp= Us ONLY O GeeoAse OP4 - - _(0111001011100r) O Toafts.� (enttta<erI Ronssdn ❑ LPG asnrfo►ort .-(stanborl O Wised reeaw.r..e« ►.nils: /1Ne.»d by o wore LIST ALL YQMPMENT AM CUUT IONM AND RUWARATION EQUWbff= Number Vs3b DMaslptkw XO"1VWOW >lrtaut bpsar tz�ww) 2 1 WAMC, ITMACU. &OILERS, PIRMACii Wvnbw V>tdts Oehl >i[otiM Ntmsber C� ,�& ;._ 3 0� CITY OF ATLANTIC BEACH, FLORIDA �..: Approved by APPLICATION .FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: _ 19 9'7 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: Q iY MASTER EL C IRCIAN SI TURF NAME IR(�I�e�/ �Gt rS ADDRESS:—,19 55 QAC'I S [`I,c' RFD BOX BLDG.SIZE- 3 o c,`l S F BETWEEN: / RES.(N- APT.( I COMM.( ) PUBLIC( ) INDUS.( 1 NEW(14`� OLD( 1 REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS ( ) SO.FT. SERVICE: NEW(w----INCREASE( ► REPAIR( ) FEE CONDUCTOR SIZE n / / AMPS 7 COPPER ALUM. SWITCH OR BREAKER AMPS PH 3 W CVOLT 1, a RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN I TOTAL 0.30 AMPS. 3I.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES 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 PHS N0. 1 H.P. VOLTAGE PHS 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 s _ TOTAL FEES �� D �s�•;�a 12©EPAl frrmew of iIUIL rs CITY OF ATLANTIC BEACH PERMIT INFORMATION LOCATION I NFORMT I ON y Pe reit Number., I2'821 Add��as. 1955 BRACHSIDE COURT� Permit 'Ty`p*:PLUMBING ATLANTIC BEACH, FLORIDA 32233 laA of Work;Nl L80A.L DESCRIPTION Canstr. Type WOOV 'RUE Block: Lot 2t? Twp _ 4 4 Pxa o ed' U$e SIN-GLE I'AMILY Section: 0 Subd Rng: 0 Dwellings: 0 Subdivision SLACHSIDE Eat. . Value 0 .00 Improv. Co' t Total 64.00 A>te�ount '04 .010 ION - APPLICATION FEES< W Na EI r' S PERMIT 64.00 A4d ° +SAT X 1712 Al CH, FL 3 " Pht� 8 A C RA tIAT I Na CpK ' �!!y{/+ry�y�, +{) aye...,. CRSON FL, 32211 L C EXj3 i NSE--ALI,C'OWRETE DORMS AND FOOTINGS MUST BE INSPECTEM EFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL;RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PU1:3LIC SPACE,AND MUST BE x CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "'FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN TP19 PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" f a ISSUED ACCORt3IPIG TO APPROVED f'LiANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATI ' VIOLATION OF APPLICABLE PROVISIONS OF LAW. a�tez>lg/c�`51'}E► ii �acefOtt } �11Iy1I ATLANTIC.BEACH BUILPI CSE , RTMENT = f12893- ENT UILDING CITv U. ATLA BEACH 4 10 -_:. PERMIT INFORMATION,:-- �,� .�_.. . LOCATION INFORMATION Permit' numb rw� �;s.�.2 � Aidress : 1 55 BEACFIST£tE CC?i1RT� Permit TYP�e.BUI4DINO ATL NTIC BEACH, FLORILA' 32233 Clash of Workt"N _ ------ - L94AL DESCRIPTION Constr. T pe:WOOD FRAME �B.Lock: 1` Lot-20 `�pa , Proposed Ise-SINGLE FAMILY �S ction: 0 ' Subd+ 14ABC 0 i7welI ingrsI bdiuision:BEACHSIDE Ret . Value. doo Improv. Cost: 1, 361,.00 Total Fe 3 , 507 . 36 Am{?ttT3 t a 567 .30 'Ila t PLA r, J . . TION * APPLICATION `LES ---------- 1,146.00—' . . ts15n�yBANNES .7 SIT - AddrR 1 SWAY X1712 MATER IM T , FEE 650. d L+ CH- FL 3 o� IN a bca f � �ME R RALbt?N GAS-�H.R.S. 7 4 R �3RI�tATI . . ktAL?C CAB 50 . 41 FRL Ey, DELIS {} SMEF 'TAP t? tIC1 AI`l'I CH, .�`L► 32233 CFtt3�3S COII�IEC'I'TtN 35.Qi1 SEC °H- IMPAC"I -FEE- -4 ,x - @ ;8 _ CONRTT SURCHARC3E 7 . 34 Sc �9 A .`11/19/96 #I57, a ei i at 96 0 Re +ip � Dates�iill9/ i AWMI 34" once.-�-ALL-CONCRETE FOR AND FOOTINGS MUST BE INSPECTED BEFORE POURING, PERMIT VOID SIX MONTHS AFTER HATE OF ISSUE Date: BU AL; BH. S FIMTHIS Wow-MU'ST 6T BE PLAC AND HALILED'AWAY BY EITHER CONTRACTOR08 OWNER 901b 34i9g82 C . M THE MECHANi ' LIEN �.Ai CAN � � K } TMCE FORTHE I UEI ©RD04G TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUf?iJ7rC`I"I�RI=V©CA � 'k1A"1 APPLICABLE PRtIStN ' FLAW, #7./4 �1 ., Lt� f y _ . _._. CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBS;G PERMIT JOB LOCATION : OWNER OF PROPERTY: PLUMBING CONTRACTOR CONTRACTOR' S ADDRESS : f STATE LICENSE NUMBER: l TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY f WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER . TOTAL FIXTURES: x $ $/ 3 . 50 + 15 . 00 MINIMUM PERMIT FEE - $25 .00 SIGNATURE OF OWNER: S I GNAT.U�E OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTION'5 - ( 904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904) 247-5834 i i r , PSA-3044 1 277 MOM DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT I NFORNAT I OIC - - LOCATION INFORMATION - -- Permit Number: T73 Address : 1955 BEACHSIDE' COURT Permit Type: POUNDA,TI+011 ONLY ATLANTIC BEACH, FLORIDA 32233 Class of "Work:N ------- - LEGAL DESCRIPTION -----------Type:WOOD FRAME Block: - Lots2Q Twp. 0 Propo ed Uso:SINGLE FANILY Section: 0 Subd: Rng: , 0 I wel l ing : tl Subdivision:BEACHSIDE Est . Vail ue: €I .00 Improv Co Tota ' 25..00 Amount; TION ._. �, '--"'- APPLICATION FRES ---------- Nam, 'A PERMIT 25.00 Addr: wAT #1712 p Xp� h ACH a FL hx Ph+a' 6` C R R FORMAT N Add r: P,0. S4 ATTI CH, FL 32233 C Exp: / 'rPdf3'I ES, ,a NOME—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 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 FRE TO C MPAALUWITH THE MECHAIdlC'S .ir CA RESULT, IN THS,ff P EMrf OWNER PAYING TWICE FOR THE SUILDINO IMPROvEEN'TS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATIII VIOLATION OF,APOLICABLE Pf KMSIONS OF LAW. 4tlra wism i1 ift ATLANTIC BEACIII UILDINO DEPARTMENT 1B1I831899 PSR-3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH' PL1 1IT INFORMATION - LOCATION INFORMATION - 3 Fermat Number: 13313 Address:' 19$5 BEACHSIDE COURT__ Permit Type:MECHANICAL ATLANTIC BEACH, 'FLORTDA 32233 Class of Woark:NEW __ ___ __ LEGAL DESCRIPTION- ---------- .� b Constr. Tyke:WOOD FRAME Block:1 Lot : 20 Twp40 Proposed 6ae:SINGLE' FAMILY Section: 0 Subd: 14ABC Rng: 0 . Dwellings : 1 Subdivision:BEACHSIIIE est Value: 0 .00 .i Improv. Cost : 0.00 Total Pees 25 .01 '. ' Amount ' 5 25.0 f Dated '{� 0 . 1997 Work -V1 TIpN APPLICATION PEES Navas: DAN`NESSA . 1tIT7 _25.00 Add- #1712 L C12,_ FL 32250 , Phar47, s J .. _.. C, A R aRMAT I a8 Name. _PR AB I JACKSON � ��`LOR I DA 32216 � Lie f,,42 7 f s Ty I 344 � a I NOTES: a NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING r PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 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 TQ C4M:PL Y WITH THE MECHANICS' LIEN LAW CAN, RESULT IN THE PROPERTY OWN ER,PAYING TWICE FOR BUILD I1C I IRRC AI1I 11`5. ' ` t ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR _;VfOLATION OF APPLICABLE PROVISIONS OF LAW. i25,88 14 CHECKS ATLANTIC BEACH BUILDING DEPARTMENT 1 B . ` ' BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 82288 APPLICATION FOR MECHANICAL PERMIT cALL•lN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address:_ S/D OF Intersecting Streets: Between 'e j%/ e/T gl'01' And BUILDING Subdivision II. IDENTIFICATION — To be completed by all applicants, In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of goodpracticelisted therein. Name of (Print) ARD9i.&� �R Contr14 Master tors 9� 7 r Contractorr PPrrint Name of Property Owner Signature of Ow •rA��/ Signature of or Authorised Ag Pd C tq/1IN--U,4 Architect or Engineer III. GENERAL INFORMATION A' Type of heating fuel: B- IS OTHER CONSTRUCTION BEING DONE ON �,// C) 86cwc THIS BUILDING OR SITE T L I-Gas ";J�LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMB OF CONSTRUCTION (3 Oil PERMIT I� 9 3 ❑ Other — Specify IV. MECHANICAL EQUIPMINT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) Residential or ❑ Commercial ❑- Heat ❑ Space ❑ Recessed 0 Central O Floor New Building ❑ Nr Conditioning: ❑ Room ❑ Central ❑ Existing Building ❑ Duct System: Material Thickn*% ❑ Replacement of existing system maximum capacity c.f.m. New Installation(No system previously installed) ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify (3 Cooling tower: Capacity 9-Pi". ❑ Fre sprinklers: Number of heads_ ❑ Elevator ❑ Manlift ❑ Escalator {number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps —(number) (Raeeim 11 ❑ Tanks (number) Remarks ❑ LPG containers.. (number) ❑ Unfired pressure vessel Permit Approved by Da+a ❑ Boilers C3 OfMr — Specify as--q �N 0A) L Permit Fe- LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT capacityp Number Units Description Yodel Number Manufacturer AAS(Tons) CITY OF `/ � `� Office of Building Official REQUEST FOR INSPECT N /o l Date____L�' i- G -- Permit No. Time F Received _ � �� .P'M.j / Job Address.�� r � � Locality i Owner's Name01 _ Contractor --- (BUILDING CONCRETE {„ELECTRICAL' ` ,-` LUMBING) CNANICAL` —_ FramingFooting Rough Wiring Rough L: Air Cond. & Re Roofing Slab Temp Pole Top Out ❑ Heating Insulation Lintel Final Sewer Fire Place _- Pre Fab 0 G '?J`�� C<y� READY FOR INSPECTION A.M Mon. BUJ Tues. WeV Thurs. Friday r1� A.M. Inspection Made Inspector ----- Ceinspection Certificate of Occupancy Date _ TRANSMITTAL DOCUMENT FOR JEA DATE: �' 3" 9 7 The following permits have passed "rough" inspection: r Permit No. Address i 13 Enx%kMesk ex Dt"xgb"e*xmaiccd)esxcafx)dshux Please update your records accordingly. Thank you, q BUILDING CLERK CITY OF ATLANTIC BEACH /vcb • 1 nn � �� //CITY OF //�� 4&4#d4C /3�-"f Office of Building Official REQUEST FOR INSPECTION Date — % Permit No. Time A.M. Received %/ S P.M. l /S2-5 ' 1 17" sXo ;7— Job Address Locality Owner's Name Contractor L i BUILDING CONCRETE ELECTRICAL PLUMBIC MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & Ell Re Roofi Slab ❑ Temp Pole ❑ Top Out ❑ Heating at,. Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon/ Tues. Wed. Thurs. Friday P.M. "''''llllll ^� A.M. Inspection Made -( P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date JACKSONVILLE ELECTRIC AUTHORITiEC421 WEST CHURCH STREET - JACKSONVILLE, FL 32202-3139 Date: FEES ? 1997 From: DISTRIBUTION ENGINEERING DIVISION city Of Atlantic Beach To: ELECTRICAL INSPECTION DEPARTMENT Building and Zoning Permit Address: l q S :S 6 C'w 5 t Electrical PermittN` : 131 "` 1?/O Type of Service: [,,0 /..n.-t-J Electrical Contractor: LI'AJ 1 j c C:l E C_7e-.1 e. Phone No: ? c1 Date Electrical Contractor Contacted: JEA Engineer: Phone No: 632 - GP S This permit is being returned for the following violation(s) of existing Jacksonville Electric Authority's Rules & Regulation and National Electrical Safety Code. Problem(s): tZo Clown at "1 Comments: a ; f 4� � � 2)0 A'l� . le) 47 o� i 1�//__ ��,,__ // // CITY OF n u•� A�-� Office of Building Official REQUEST FOR INSPECTION Date � GGI Permit No. 77 Time A.M. Received PM. f 1 Job Add J r i Owner's Name Orrtr or BUILDING CONC ELECTRICAL UMBING MECHANICAL Framing ❑ Footing Rough Wiring ❑ Rough ❑ Air Cond. & ❑ + Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. � Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made K3 P.M, Final Inspection L; inspector Certificate of Occupancy u Date J., CITY OF /� �`Y B -& j Office of Building Official t"X REQUEST FOR INSPECTION (� /- Date / ._ _ :_/t_ _ Permit No. Time A.M. Received � �—P.M. Job ess.—_�--,— -- -- ----- ality - --- - n Owner's Name Contractor BUILDING TE > ELECTRICAL PLUMBING ECHANICAL , Framing -7 Footing Rough Wiring Rough Air Cond. & Re Roofing ❑ Slab Temp Pole Top Out E Heating Insulation ❑ Lintel Final Sewer ❑ Fire Place L Pre Fab READY FOR INSPECTION C Mon. Tues. Wed. Thurs. PM . A.M. j Inspection Made / v P.M. Inspector_ Final Inspe Certificate of Occupancy L Date C,i t t rti: Office of Building Official REQUEST FOR INSPECTION Date----_�l_..-� _ �(f.. Permit No. ---- --Time A.V: Received -- ------ -- -- J 9 ' Jo dress / Locality Owner's �=��-.✓`"_'"'.� ��, Name BUILDING COIF El' ELi:MRIGAL PLUMBING tJECHANICAL Framing Foofing Rough Wiring Rr,ugh Air Cond. & Re Roo`i erriar� � letup Pole rep Out Heating Insulation �l Final sewer Fire Place Pre Fab Pl ADY FOR' INSPECTIG?I A.t/. Alun ues Vv'ed, i huu's. Friday—_--------___�� F n.! l nspoction r;, ,f cafe of Occupancy APPLICATION FOR FENCE PERMIT Owners Name:- �'M Phone Job Address �� e�c�,s d►�, �� Lot—QLC-)- _Block and/or Unit # Subdivisions Contractor if different from ownere��e-11 �►. U�� c� �?S Valuation of fence Corner or Interior Lot 1 Zve 2 No Q Type of Construction \?A r-�C-Y,\ Show location and height of fence as well as location of street(s). G� RECEIV OR 14 1991 Q�411 City of Atlantic each Building and Zoning *OA. Owner Signature Date Contractor Signature Date 3 f9 MAP SHOWING BOUNDARY SURVEY OF LOT 20, BLOCK 1, BEACHS 1 DE, AS RECORDED IN PLAT BOOK 42, r PAGES 14, THROUGH 14C (I NCLUS I VEl OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: PELKY BUILDERS; A13k 2?1061'-'l ( o r.vre/ Cntica-T. T O.P,3. 595, PG. 283 °" S 03'19'00" E 97.00' Lo20'812E cls le> (1s.23> 68.2' 0) V A (IN I� O .2• FOUNDATION LMR W ELEV= 15.20) 4,0 V I---O f • 0 8 5.1' v 0 8 co 5.3-5.3' J / N 12'02'35" E A CHm46.89' / A - 62'47'55" A 69.80' / R = 45.00' L = 49.32' N 19.53'15" E N 04'29'28' W CHQ19.98' CH-14.38' A = 47'06'23" A 01'32'22" R = 25.00' R a 535.00' L = 20.55' La 14.38' BEACPSIDE COURT (50' RIGHT OF WAY) CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be rer&ivgd by 5 P.M, on the MONDAY prior to the scheduled meetma in order to be placed on t e-aaenda for consideration INCOMPLETE APPLICATIONS WILL NOT BE-PROCESSED. 1. , .. p *v 13 14�e-.5--22,c ;Z)O, 56� 76L fiP CN�' RKS-� APPLICANT AME / ADDRESS y TELEPHONE 2. ,ZO-7— ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: Itelai /oma 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION Al �. 5. TOTAL NUMBER OF TREES TO BE REMOVED: " 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: 7 , 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) 8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a "X° h) All existing and new trees proposed to be used for mitigation clearly marked with brackets "[ ]" 1) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY RED SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: D2 10 PPLICANTS SIGNATURE DATE OWNERS SIGNATURE DATE APPROVED : TREE CONSERVATION BOARD CHAIRMAN DATE 4-28-1997 10:SGAP 1 FP'OI 1 P I CHARD HILLER' ASSOC' `04+7215758 P. 'I MAP SHOWING BOUNDARY SUR eY 01 LOT 20, BLOCK 1, BEACNS I DF-, AS R,5CORD5D IN PLAT BOOK 42, PAGES 14, THROUGP 140 (1 NCLUS 1 VE1 OF TWE CURRENT PUBLIC RECORDS OF DU VAL COUNTY, FLORIDA. CERTIFIED TO:Pe1ktz-y Builders; PEOPLES F2�I R ST COMM'JN I TY S aNK, STEVIAR7 TITLE $ GUARANTY CbMF5ANY; DOtAINIC: A. t ,10$ETTE NI. UANNESSA: 595, PG. 283 ,a�'t.+'atr1 yt `Ccxu�v nvc'f 10'" • reNce coaNca. 'S 03.19 00* E 97,00' o� 50UiFl 0.9'ensY ro Zl ryA1'8lC`CK wnt, Q e'VlfiOO RIJfx rUtV.vi '- PATIO N V• � M .O 8 w r S6! 03 03 TNS S '�Y 0 �. 32' R1rs �NCIr V� tVO, I�Sy �� I; e 0---4 U W 7 ON ID 21,9 r N 12'02'35' E �. CH-46.89' --i G • 62'47'55" v r9.a0 v P� 45,00' c i L 49.3� N 19'53'15" ce N 4.27.27 w CH-19.98' CW - 14,80' • 47'0623" 4 1,37'40' s? 25.00' R 52098' L - 20.5 L. 14.80' 50�' RIG OF WAY) 0 /y tEIVU) APR 2 8 1991 City of Atlantic Beach Building and Zonina CITY OF B - � Office of Building Official REQUEST FOR INSPECTION _ r� Date_.—_— / O Permit No. —e""� — Time A.M. Received �yPM 47 / Job Address.. } Loca y Owner'sContractor -- -- ,, BUILDING CONCRET / ELECTRICAL PLUMBING ANICAL Framing Footing Rough Wiring C' Rough Re Roofing - Slab Temp Pole Top Out F-1 Heating Insulation - Lintel Final Sewer ❑ Fire Place _. re Fab LREADY FOR INSPECTION �J�C / j� s�� Mon. Tues. Wed. Thurs. Friday —PM. Inspection Made --- --- Final Inspection Inspector — Certificate of Occupancy '-. Date . . . . . . . . . . . ,i (Urt ft att of (�rru �tztc Chit Of Atlantic Veath — Nlnriba Department of Nutlding Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification_ Single Family Residence Bldg. Permit No. 12893 Group w•frame Type Construction S f f Fire District Atlantic Mach Owner of Building Dominic Dannessa Address 1555 Beachside Court e ing Address P Builders Locality Atlantic Beach, FL 32233 By: Ron C. Fords Building Offici Date: .2 'r?" A POST IN A CONSPICUOUS PLACE x CITY OF 4&44dW AW42A- /,-2 Y c 3 6 Office of Building Offial / 3/s, __,,REQUEST FOR INSP T N r3 2 Date_ �. 7-- ermit No. Time A.M. t Received P.M. Job Addr ss Loc ity Owner's Nam _ __ _Contractor`s BUILDING CONCRETE ELE TRIC e# PLUMBi�NU` ECHA C/�L DIN _ Framing17 Footing Rough Wiring Rough L. Air Con Re Roofing ❑ Slab C- Temp Pole Top Out ❑ Heating Insulation C LintelFinal Sewer C; Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. ~) Friday `FM A. f Inspection Made __ � -� - -----P.M.- Cerrficats o�lcc ate �t'a��,0 // _/ CITY OF 99&U �& Office of Building Official REQUEST FOR INSPECTION Date--�/� ! Permit No. � � Time A.M. Received Job Ad ss ? �! lity Owner's j/�t�-��t Name Contractor BUILDIMI CONCRETE ELECTRICAL PLUMBING MECH [CAL ng a Footing 13Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing C Slab ❑ Temp Pale ❑ Top Out ❑ Heating Insulation Lintel ❑ Final ❑ Sewer ❑ Fire Place lCi� Pre Fab J! READY FOR INSPECTION A.M n `Tues. Wed. Thurs Friday t A. Inspection Made = — Inspector Certificate of Occupancy _I, _c Date BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 1955 BEACHSIDE COURT Building Contractor: Pelkey Buliders Building Permit Number: 12893 Address : 1955 Beachside Court Legal Description: Lot 20, Beachside Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as single family residence ' Lowest Floor Elevation: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire n/a Public Works 4/2x,/97 D 2 -Z Cr Planning Building C!7Y1 '0JF At7 AT,04 C BEA ��`� _ PE MI:T INF'CRMAT 014 LOCATION IjtF'dR TIt Pt' Permit Plumber; 1352, Addre��« 1955 BEACUSIDE' COURT . Permit Type Bi- A'`b M T BEACH, FLORIDA 3 233 C. s a t or :N _ »�_w�T�v LEGAL DZSCHIPTION '--------- ' ' Constr. TypetwOOD, FRAN Block;, Lot: 24 Twp: p P'rc��ao ed Uee.$INC3 E F'A fIL Section: 0 ' Subd: 0 Lw+�1Iine ;13 : C3 Subdt vfb i,on:BEACHS'IDE Est Value: c3 . J t 00 y�- 1014 mow.,.,,.. APPLICATION FEEs ,... ........., S7 . PE RMIT , 10 .00 Acc WAT 1112 k�. SCH, FL Add>k , P i P l So �Al TI ., -3:4 FL 2�j , jJ fj ,aK,<, .,,, gg NOW lot t }S •� Y }\ i k MQTtCt:—ALL G404C E7E FORMS ANDFOOTINGS M{JS ,8 i IBPECI 1 # 1 i"Ol F 1t#il"N x PERMIT VOID SIX MONTHS AFTER DATE OF,ISSUE SUtI.¢tNCs MATERIAL,Rlf D DEBRIS FROM THIS WORK MUST NOTSE PLACED 4N PUBLIC Sf�AC ,AN�3 MUST BE £:> RE0 UP AND HAOLE" 1AY BY EITHER CONTRACTOR OR OWNER � tE ;E'�'� C ' WJ"TH `fHE MECHANICS' LIQN �AVV CAAt S�f�.T � , PAY NG TWICE FC)R BUIM. NG 1MpR Ya# ►!T ioio fr `z� Ep ACGOt �,Td A PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT OF At t iJ4 L Ayp{ t4NS OF PSR-3844 s DEPARTMENT OF BUILOING aTY OF ATLANTI++NEAGH PERMIT, INFORMATION - _wµ_► LOCATION IIti FORMATION Ptrmi }umber: 13842 Address : 1955 BEACHSIDE COURT___ Permit TypetUTILITIEE ATLANTIC BEACH, FLORIDA 32233 Class of Work KEW ----- LEGAL DESCRIPTION ,. Constr. 'Ty setWOQD PSE Bl acks Lot 20 Twp:'__ Q Proposed �Use:SINGLE FAMILY Section: Q Subd:14ABC Rnq: 0 Dwe1Iino : .I Subdiv siori:BEACHSI'SSE Est . Value: 0.00 Improv. Cost., 0 .00 A. Total Fe ' 5601.0 Amount� ,. , �� - 560.00 „x -~-' �. ION _.. : . - �. :;W_, APPLICATION FEES � ..r..�,... --- � PERMIT DANNE HA { 0.00 COURTT PER WATER .00 �B C F 32233� '�, j��a I �� g � o`i r�� RADON GAS-H.R.S. 0.00 Ce. A R ORMAT I ON- ------ RADON CAB 5% 0 .00 Name. PTJBIIC S DEPARCAPITAL--IMPROVE'. 4.40 Addf-- g W, SEWER TAP 0 .00 `ROSS CONNECTION 35.40 ali ,. f;; '�*�„Sa'"� '��'n r '#dA? 4�r_'i„ -;J'}s„ 4zr "h r,a 5 ,a n°• >a,' "F ,y NOTES: 1 i NOTICE--ALL CONCOETEFORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 'a BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE Tt3 COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PRQPERTY OWIwER PAYING TWICE FOR BUILDING IMPROVEMENTS* *SUED ACCORDING TO,APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Operator: CHERYL S/11510 fit gwei pt Total Payment8.� ATLANTIC BEACH BUILDING DEPART ENT By: r a�� 13833 DEP'A�lTMENT AP Bump!fw CIr.i� NTIC'SEACH, PERMIT INFORMATION ------- LOCATION INFORMATION -- Perm3t Number: 13833 Address,: 1955 BEACHalDECOURT Permit "Type:STORA Z SHED ATLANTIC BEACH, FLORIDA 32233 Class of Wvrk*.Nei LEGAL' DESCRIPTION Cohxtrx TYPetWOOD FRAME Block: Lot: 24 Twp: p Proposed Uso:SI401E FAMILY Section: Q Subd: Rng: 0 Dwellings: 0 Subdiviaion:BEACHSIDE Eat . Value,, 0.40 Improv., Cost : Total Fe , ? Amount 11,917 Work ON APPLICATION FEES Add> 1 S wAT #1712 , pw Phan ['�y,,t{{� L CB. FL i2, 61 C. R C3RMAT I QN NameR LAI .. NTRIES I Add��. w�. 2 3— SIT,.a uvzv _ ._.. -;ACRSON FLORIDA 32244 Lilt� CE 6 E'xr: # ' 4 { 91F' A1 ,A� 'NOTES: ? a { NDTICE--ALL CONCRETE FORM$AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SPX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC,SPACIr,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN TIME PROPEATY`OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCA14ON FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDI. D PART ENT t>IItiII ywl By: RECEIVED CITY OF ATLANTIC BEACH APR '� 5 1997 PERMIT APPLICATION REMODEL, ADDITIONS OR jpgFjW4T jfaeach DEMOLITIONS Building and Zoning Owner(s) : Q ;IV 4- f'�, r• -J 0 S rtT C, M Address: /95S t64F,-V0S`Qd' e-r. Phone: 273 -Sr(` 7 Lot # 20 Block or Unit' #�_- Subdivision: �j�ar,Hsi OL Contractor:-77- ll ✓lit ✓J -S ,,- V State License # C R-C, 3 6, Address: &;, 03 600S1zV'P ✓_5Ct,)., Phone No: r`Oy 17 "77 - ' � Describe work to be done: z6xloxy- 1 S 5'X,eZ:) Present use of building: Al /* Valuation of Proposed Construction: ��ss Proposed use: -s-r0 AG Lr Of (oa LST B.KLS Is this an addition? No If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? A/14* New electrical (or increase) ? N (A New plumbing fixtures? A/t+ New fireplace? New Heat/AC? MIA SUBMIT THREE (CO"WRCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF CODENCEMENT, AND OWNER/CONTRACTORIDAVIT, IF O R IS CONTRACTOR. Signature OWNER: Date: Z S//J 7 Signature CONTRACTOR: Date: Z^f 4 2< Ov I�N License Supplied: C 'G- C�`> �� Pp PPRo\r, Liability Insurance: c� Worker's Compensation Insurance: �, C �� ✓ -7 6y -1!3@7 1 :32PM FROM RICHARD MILLER ASSOC 90d+72I S7SS P. 1 MAP SHOWING BOUNDARY. SURVEY Off- LOT FLOT 20, BLOCK 1, BEACHSIDE, AS RECORDED Flit PLAT BOOK 42, PAGES 14, THROUGH 140 (INCLUS IVEI OF THE CURPEVT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO:PeIRey Buildersc PEOPLES FIRST CCMMUNL Y BANK STEWART TITLE i GLAPANT' CCNPANY: OOMINIC A. I JOSETTE M. DAMIESSAc Lha. +` 7 �.. AoPaoX A ORS. 595. PG. 283 caw+atir+ 'S 3'L700' E 97.00' qAw as eimrc wet& p ..00r rs oc 0,, slaw 10 Sro tA4,E < STC[t7 y= r Si.Ep O . .... � m ,� •n r-O �� 0 n sc 7C / N =Z36 E R 45.00' L 4932 N 19'5315 9 r ca - N 47777- W -49TO6Z3' 4 & - I'3�©' 2ssA0' iZ - wos!F \\ L - 205 L • G 8 E A C P S I D E C OUR � `�` c5o RJ(w-+T CP WAY) elk i • � �� ;fit O • k aJ mix -19Ji 1 :32RM FROM RICHARD MIL1yZ ASSOC 90A+7215758 P- i MAP SHOWING BOUNDARY SURVEY Or LOT 20, BLOCK 1, BEACPS IDE, AS RECORDED rN PLAT BOOK 42, PAGES 14, T14ROUGH 140 (1 NCLUS I VEI OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED To-PelRey Bui.1dera PEOPLES F19,ST CCMMUNIiY BANG STEWART TITLE F GUARANTY CCWANY= OOMINIC A. I XScTiE K DAN1SCESSA: ; t a �... APPRox•3 a ORB. 595. PG. 283 'S--03'1700' E 97.00' raw=*20mt —VML o ..OWE 6'x to STCR7 `= r STORA(.E :•: S N6o CSO tis wo f A raw 0 O n C-) ,c 7C / N IM736 E G$40 62'4 69.84' L - 4932 N 19'53'15 .i C8 • N 4-7727' W A • 4779006'Z3" 0- 1_37- ' 2 - 25A0' P, - =S(r L - 2055 L - 148Q B E A C P S I D E C O U R T (5a RIra T CP WAY) i i ?+rt*5TUD9 24"O.G. 4 8-f VW O.5D. rL.00jP DECK G GA�ICJD� MY PP�C�P 2A RiY7[�'9 24"OL, t ,Ir 214.69" F140f b i1D01/C b •X�3T!5 12"O.G. b ` 2,4 Ovtro. 6'--O" 6'-O" 6'�O" ?.,614YK'Af7CR FLOOR PLAN FLOOR FRAMING ROOF FRAMM �tLJ'-AGN 2,270 _'Nftlu��LC� 7/llaptyp� �OD/NG 6" GOM'AvtgU� CJJff``ftr!lMA6 AU,.-"AVII 11#4W TPS' 2r# D0CW § 264 PLAfr3 TPM 4:4 Cc;A 26 007y'OI'11PNL .X T SPUN OV-5 LEFT SIDE E[EVATION FRONT ELEVATION FRONT WAIL S'EMON 7 ��o�T-r3r�rrnNv O I9415 Nou1Ned isdwlrbw,Inc. --�! riltlR/V Zrt'3rUD9 24"O.G. ,�•4 Z4 214 RA rtr-15 ?irG"OSD, rLOOk' Ora G G A-13W!9 PLY k'N'rGP24"Or. Z Zrf Z 14,69" FLOOR APWf Jfoor-45 1,200Co 2rf OVt*. 1ll 26 FLY RAr'rCR FLOOR PLAN FLOOR FRAMING ROOF FRAMING SCtI'-7LAL�lVS 22 to 7/6 SING 6" GONr#AA:U.:) Grf ALUI J A" 17#45C r nemDoor m Pum a, c c n �vorrorr RwL 20 "r RUNNCRS LEFT SIDE ELEVATION FRONT ELEVATION FRONT WAIL SECTION '3rAFf-,MM I0 f965 11w"firbs,one. Ad Nipm Aa.sofwt V CITY OF 1�t+�ctr�ic �eacC - �Qo�uda 800 SEMINOLE ROAD -- - ------.---- ATLANTIC BEACH.1 LORIDA 32233-5445 TELEPHONE 1904)247-5800 FAX(904)347-:5805 S L_NC 0;1.1 8.52-5800 CHAPTER 489, FLORIDA STATUTES, PART ( "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 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 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. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-225(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 A VE DISCLOSURE STA.TEkIE ND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWN -BUI R PERMIT— PROPERTY OWNER/BUILDER Crtas� =moi . fd C 'Z73�i t� 7 ADDRESS TELEPHONE rr SWORN TO AND SUBSCRIBED BEFORE ME THIS CX OF19 q 7 Foto Dsao- I6i-S c-41 --© NOTARY PUBLIC NOTE: PHRASES UNDERLINED ABOVE MY COM ISSION EXPIRES: ARE EMPHASIZED BY THE BUILDING ft DEPARTMENT. =OJ/�~ �.,r MAUREEN KING • Notary Public, State of Florida •,' f:° My Comm. Exp. Mar. 31, 1998 ��os'f�°P Comm. No. CC 359683 DATE: �- 9- 9. 7 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY : ------------ -- ---------------------- -------------------------- 6? C_ ------ ------- --------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc:FILE CITY OF 4u&e Veac( - �'tYt�da 800 SEMINOLE ROAD --- -- - -- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: A a9, / Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address 1 / 3 :2 /0 �J jag93 s (:7e rel , . Building Department WARNING NOTE 1 . DO NOT CUT OR ALTER TRUSSES. UNLESS APPROVED BY TRUSS OFFICE 19 ' 2. VERIFY ALL SPANS AND AMOUNTS. AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED. UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER tL - 4. APPROVED BY : '-' APPROVAL DATE: DEL. DATE C) n N a PITCH 6/12 #47 LOADING i (30 OHANG 24" m BASE PLATE HT 20-09-12 JOB: F0757 PELKEY BUILDERS INC . LOC: LOT 20 BEACHSIDE DESIGNER: BRIAN MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PH* 268-8225 JAX. FLA. 32256 V, t 1OP)III-PI IKI Y 1 14-1 AD DIR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 101' CHORD 4x'1 SI) b2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 1101 CHORD 40 SI' # N WIIis 40 SI' H:1 TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD. SPECIAL LOADS NOff : THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED ------ (LUMBER DUR.FAC.-1.00 / PLATE DUR.FAC.-1.00) UPSIDE DOWN. TOP Of TRUSS MUST BE MARKED BY TRUSS FABRICATOR. TC From 100 PLF at 0.00 to 100 PLF at 0.12 TC From 322 PLF at 0.12 to 322 PLF at 13.50 NO[I:: SET DRAWINGS 615,275 OR 657,275B FOR GABLE. FLOOR DETAILS. BC From 10 PLF at 0.00 to 10 PLF at 13.50 4 4.5"� 113.5 k 1 .6 4-{ 0-'j-8 0-1-8 0-1-8 0-1-8 0-1-8 0-1-8 0-1-8 k1-6-4d 13. 75" Ty1). 114.5"1 14.5"1 114.5.1 3 X 3=----�' 1.5X4(R)= 2.5X4•- T I 1 6-0 1-6-0 +20-9-12 2X411 3X3- 3X3- 2X411 — 13-6-0 Over Continuous Support ---� R-330 PIF W-13-6-0 Note: All Plates Are 1 .5X4 Except As Shown. PI.T TYP Alpine TPI -95 Desion Criteria: TPI 17.3w1 FL/-/I/-/E/-/- Scale -.375"/Ft. ALPINC1 o U o AAIMI)ORIANT"A SHALLLNOTGBEERESPONSIBLEERED IFORS. IANY WARNING INUHANDLING,11REIXINUMEtRECTIDBARE AND TC LL 40.0 PSF REF R151- -84336 L=1 17-1 E=) OIYIATION FRO"TH15 DESIGN OR THESE SPECIFICATIONS, ON ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 10.O P S F DATE 10/30/96 1'] 17—A ':7j CI 1AII00t 10 1111111) 111E TRUSS IN CONFORMANCE WITH TPI FOR ADDITIONAL SPECIAL PERMANINI BRACING RE `(GAs, INA, (_] AIPINt CONNICIORS ARE MADE OF 20GA GALV. STEEL MEETING ASIN OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP pl.Q'(\r ATAt•• BC DL 5.0 PSF DRW HCUSR151 96304004 [-� Q [--IAeS)GR 1)tECEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LITERALLY BRACED WITH PROPER V4/ �.• [_ 0 INH!! AND UNIfSS OTHERWISE LOCATED ON THIS DESIGN, POSITION Lf ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD : ) B C L L 0. 0 P S F H C-ENG 0 A L W P F CONNECTORS PER DRAWINGS 110. 150 1 160A F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING •• SEE �' ALPINE C10HN W/APPLICABLE PROVISIONS OF NDS 1 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/91) FOR PROPER sj�zr�� T 0 T.LD. 55.0 P S F S E A N 26844 1�--7 T I f S S�O INAONIOM,iANO IIRIAELNNOfPBE1ES TO R[U EO THE UPONCOMPONENT OfMfRCTED WAY.HERE DE SI GNDRYWALL TO THE APPLICATION. ERECTION CONFURNISH A TRACTOR..AC TOR THIS .5j .FAC. 1.00 FROM B R ' J Al nriu _.' : cn1r ?Q�,n.�, -- � •...; : « Df WooD i1aN (1 015711-1111 KfY - I IS) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS I DIMENSIONS) SUBMITTED BY TRUSS MFR 101, C11ORD IX2 SIT #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOI CHORD 4x? SIT #2 N .wflls Ix? Sit #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/938.26 TOTAL LOAD. 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOIE: 1111S TRUSS MUSt [If INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK UPSIDE DOWN. 101, 01 IRUSS MUSt BE MARKED BY TRUSS FABRICATOR. MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 737.77 LBS. 5-9-0 5-9-0 1 �-24"4 1 15" IYI). i- - 3X3- U4-� 1.5X401 I 5X4(R)za 3X3- 3X3= 1.5X410 3X3= 3 X 6!9 T 1-6-0 1-6-0 IN I - . . - - -- *20-9-12 P4 X Z4- 3 X"350 3X3- 3X3- 3X3- 4X4- 2X4111 2 X 4 11 13-6-0 Over 2 Supports R-/4/ W-3" R-738 W-2* R T TYII, A I P I ne 11)1 -95 Design Criteria: TPI 17.3wl FLI-11/-/E/-/- Scale -.375"/Ft. ALPINE LNGINItlHI)PPODUC(S. INC. I:USSE$ REQUIRE EXINt"t CARE A A I MP0I(I ANT* SHALL MDT BE RESPONSI:Lf F(Qj: A IT WARN I NG I HANDLING. ERECTION AMU TC LL 40.0 PSF REF R151- -84345 DI'VIA11011 INCH THIS DESIGN OR THES E 5,1 cl TIC At 1 0 S. A:Y BRACING. SEE "111.91 BY TPI. STE fill S DESIGN TC DL 10.0 PSF DATE 10/30/96 lAlillot 10#UIID TOIL TRUSS IN CONFORMANCE Rim rpi FOR ADDITIONAL SPECIAL PERMANENT BRACING BE P.FjAf, AtPINO, (ONOOLCIONS ARE MADE Of ZOGA GALLO. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 5.0 PSF DRW HC ..t. , I. B C 0 L IISR151 96304005 1:3 E3 CD A653 GRIT czapr AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER IJIUI� AND 1JMLt5S OTHERWISE LOCATED ON III[$DESIGN. POSITION LOT ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD t:L:j C:-i BC LL 0.0 PSF HC-ENG DAL/WPF ONNtClUkl PER DRAWINGS 130. 150 TO 160A-F. DESIGN STANDARDS WITLI PROPERLY ATTACHED RIGID CEILING -- SEE I ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER TOT.LD. 55.0 PSF SEON 26846 ALPIN E r CONIORM 101APPLICABLE PROVISIONS OF NOS A TPI. AN ENGINEER'S Jai- F THIS SkAt TOM IIIIS UkAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY a ......... DUR.FAC. 1 .00 FROM B.R IN UNI V. AND �IIAI L NOT BE Ott ITT)UPON IN ANY 01HER WAY DISIGOI TO THE TRUSS ERECTION CONTRACTOR. I- JTVUSS,�t�,, CZDAC 1 24 t A:1::.jj I I.C.!J1 =01 WARNING NOTE 19 8 -- Is'6"a 16'9"4 13 1 4 ---+ 1. DO NOT CUT OR ALTER TRUSSES, UNLESS 1J APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT Fl-LADDER _ ACCORDANCE WITH THIS LAYOUT LADDER 1 3. NO BACKCHARGES ALLOWED, UNLESS APPROVE[ IN WRITING BY TRUSS PLANT MANAGER F2 Fli Is) m 4. APPROVED BY v F10 m Ln .+ RAISED HEADER ., APPROVAL DATE: Fil DEL. DATE F3 16) F12-GDR. F13 GDR. X47 LOADING a W PITCH 6/12 Q w to _ o3 LL ILL v OHANG 24" BASE PLATE HT 8-1-2 fW LL Lo N LL V 3 9' F4-LADDER Q JOB: F0757 PELKEY BUILDERS INC. - ff- A- - m N LOC: LOT 20 BEACHSIDE PLAN: m , DESIGNER: BRIAN rn -}- MANNING BLDG . SUPPLIES 16 5 7 8 17 11155 PHILLIPS PKWAY PH/ 268-8225 JAX. FLA. 32256 tr,., t It (F0757-PELKEY - FI-LADDER THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 4x2 SP a2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N WEBS 40 SI' a3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD. SPECIAL LOADS NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED ------(LUMBER DUR.FAC.-1.00 / PLATE DUR.FAC.-1.00) UPSIDE DOWN. TOP 01' TRUSS MUST BE MARKED BY TRUSS FABRICATOR. TC From 100 PLF at 0,00 to 100 PLF at 0.12 TC From 486 PLF at 0.12 to 486 PLF at 21.96 NOIL: SET DRAWINGS 675,215 OR 657,2158 FOR GABLE FLOOR DETAILS. TC From 100 PLF at 21.96 to 100 PLF at 22.08 BC From 10 PLF at 0.00 to 10 PLF at 22.08 L 1 F N 4 051410514105 14@5 1 4815 1 4815 1 481 CLIZU514®5148151481514®514815148 5 4-6-4 13. 5" fyp. �'� W-3X8= 2X4111 3X3= 2X4111 2X491 2X4111 2X4111 2X4111 2X491 1.5X4(R)= 1.5X4 (R)= 2X4111 2X4111 2X491 2X411 2X419 2X4111 2X411 3X3= 1 -6-0 1-6-0 l k +10-3-0 10 3X3- W-3X8- 2X4111 2x419 3X3- .01 22-1-0 Over Continuous Support- 11-492 PI.F W-22-1-0 Note: All Plates Are 1.5X4 Except As Shown. PLT TYP Alpine TPI -95 Dest n Criteria: TPI 17.3w] FL/-/I/-/E/-/- Scale -.26"/Ft. I3 o Ej ED A A I MPOI(FAN1'** ALPINE ENGINEERED PRODUCES, INE. WARN I NG ENUSSES PEOUINI EXTREME CANE TC LL 40.0 PSF REF R151- -84140 SHALL N01 BI RESPONSIBLE EOR ANY IM HANDLING. ERECTION AND pUM1f10P CD DEVIATION FROM THIS DESIGN ON 1HE$E SPICIFICAtIONS, OR ANY BRACING. SEE H1B.91 BY TPI. SEE THIS DESIGN M'• qAN PPvj TC OL 10.0 PSF DATE 10/30/96 O I= C� ED fAILURE TO WILD THE TRUSS IN CONFORMANCE WITH TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,•�`��`'ti qi AIFIMI COMNLCTONS ARE MADE OF IOGA GALV. STEEL MEETING ASTM cuia ENTS. UNLESS OTHERWISE INDICATED. 10P BC DL 5.0 PSF DRW HCUSR151 96304033 Q (: Q Q ARS1 GRIL EXCEPF AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SNALL BE LAFERALlY BRACED WITH PROPER 3j ' F 19TH p O O TAUS$ AND UNLESS OTHEAWISE LOCATED ON THIS DESIGN, POSITION lr ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD •i = B C LL 0.0 P S F HC-ENG DAL WMR (ONNECTOAS PER DRAWING$ 110. ISO B IBOA-f. DESIGN STANDARDS WITH PROPERLY ATTACHED 11610 CEILING SEE �L 26794 o A L P IN E C0 fOAM W/APPLICABLE PROVISIONS OF MOS A TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (I/1/91) FOR PROPER r � T 0 T•L D• 55.0 P S F S E A N 0 SEA1. ON 1MT5 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Of THIS `` U IM ONLY, AND SNALL NOT K RELIED WON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTAACIOR. �" YEN�G•- ` DUR.FAC 1 .00 FROM B.R I_1-�'S V,S - fhfF1FFEWMGLG SPACING 2 4.0" �-y Ulf PI _IIUTI. it9 AL nt, ---1flt!LU ..,. W000 C .......10 ;.: ::.: .. :. BP+, :.:--I, E 0757-l'ILKI Y - F?) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 101' CHORD 40 SI' #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. ROT CHORD 4x2 SP #2 N :02 40 SP #1 Dense: WFRS 4x2 SI' #:3 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/480.00 TOTAL LOAD. 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH SPECIAL LOADS TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK •(LUMBER DUR.FAC.-1.00 / PLATE DUR.FAC.-1.00) MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. TC From 100 I'tI at 0.00 to 100 PLF at 22.00 BC From 10 Ptl at 0.00 to 10 PLF at 22.00 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED IC 500 LB Conc. Load at 21.88 UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. CONVF:N110NA1 FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLAIt MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. L 00# I- 8 11 14 241" 11-0-2- 15" Typ. �-� W-2.5X4-- 1.5X4111 3X3= 1 .5X4 (R)a = 3X3 3X3= 4X4 4X4 3X3= 1 .5X4n1 3X3= 4X4= 5X8= 1 .5X4(R)= T 1-6-0 1-6-0 10-3-0 5X5= 4X4= 3X3= B2 3X3= 3X4= 2X4111 W-2 5X4 3X3= 3X3= 4X4= 5X 3X3a1 2X4 R-1889 W-5.5 R-1042 W-7.l.5' lF2-o-4BJ 22-0-0 Over 2 Supports -� PI.T TYP. Alpine TPI -95 Design Criteria: TPI 17.3w1 FL/-/I/-/E/-/- Scale —.25"/Ft. O p Cj Q A A I MI'llk I A N T A A ALPINL ENGIN[EAED PROOUCIS. INC. WARNING 1411161401#04w'MUSSES REQUIRE EXTREME CARE TC LL 40.0 P S F R E F R151 - -84145 SMALL AOI ME AI SPONSI BIE FOR ANY IN HANDLING. ERECTION AND 1411161401#04w C=) 0111ATIUN FROM TRIS D151,04OA THESE SPECIFICATIONS. 00 ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 0 R44,,� TC D L 10.0 P S F DATE 10/31/96 C� O O CI FAILURE TO BUILD THE TRUSS IN CONFORMANCE WIT" TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE F9� Q [� CJ AIPINt CUNNI' IAS ARE NAD( Of TOGA 6ALT. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INOICAI[O, TOP +E BC DL 5.0 PSF DRW HCUSR151 96305071 AA51 6611-I 11CIYT AS NOTLO. APPLY CONNECTORS TO EACH TACE OF CHORD SNAIL BE IAfER AI IY BRACED WITH PROPFR ; P , M' O O Ej Q IRIIS! AND UMMS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD = B C L L 0.0 PSF H C-ENG A B E W M R CONNECTOR!PER DRAWINGS ISO. 150 6 16OA•F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE J� _ o /ALPINE LONFORM Y/APPLICABLE PROVISIONS Of NDS B TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE /1/911 FOR PROPER 1N �� T 0 T.L D. 55.0 PSF S E O N 17282 s (-1 11 AI OA lUl!DRAWING APPLIES f0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. fU0.Ni1H A COPY Of THIS ``` DUR .FAC. 1 DO FROM B.R TRU 5 Sr —1 1N 9N11 AND lllAtl NOT BE RELIED UPON IM ANY OTHER WAY. DESIGN TO THE TAUS ERECTION COM/0.AC10A ~'yPAIM61111M11VV :�n not - Irrl I DI. fItLI RnD lr oN f 0757•PELKEY - F3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR 1011 CHORD 4x2 SIT N2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 001 CHORD 4x2 SP #2 N WEBS 4x1 SP p3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/844.71 TOTAL LOAD. 2X6 #3 ITEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK UPSIDE DOWN. 1011 Of TRUSS MUST BE MARKED BY TRUSS FABRICATOR. MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 892.48 LBS. 7-1-14 J 24" 7-1-14 J 15" Tye. I .5X4(R)= 3X4= 3X3- 3X3- 3X3- 3X3= 3X4- 5X5- T4X4- T 1-6-0 1-6-0 1+10-3-0 4X4= 3X4- 3X3- 1.5X411 3X4- 4X4- Mill 2X411 1.5X411 3X3= 16-3-12 Over 2 Supports 11-902 W-7.25' R-892 W=2" PLT P Aliflne IPI -9S Design Criteria: TPI 17 3w1 FL/-/I/-/E/-/- Scale -.375"/Ft. C] C] C1 C1 M I--] A A I M I O R I ANT*A ALPINE ENGINEERED PRODUCTS. INC. WARN I NG IM TRUSSES REQUIRE FAINENE CARE TC LL 40.0 P S F REF R151- -84148 SHALL NOT BE RESPONSIBLE FOR ANY HANDLING. ERECTION AND p116111110 Q C] DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 RY TPI. SEE THIS DESIGN 111• gA,V,00 TC DL 10.0 P S F DATE 10/30/96 Q 0 0 TAIIIINI IO BUI10 THE TRUSS IN CONFORMANCE WITH TPI FOA ADDITIONAL SPLCIAI PERMANENT BRACING At fC J CIc (� ( ) ALPINE LOMMICTDAS ARE MADE Of ZOGA QALY. STEEL MEETING WIT QUIREMENTS. UNLESS OTHERWISE INDICATED. TO : P11i ��:+i BC DL 5.0 PSF DRW HCUSR151 96304034 O O Q � AG51 GAT/ FACIPF AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL Of LATERALLY BRACED WITH PROPER O TAUS$ AND UNILSS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD ' = BC LL 0.0 PSF HC-ENG DAL WMR CONNECTORS PEA DRAWINGS 170. 150 A 16OA•F. DESIGN STANDARDS WITH PROPERLY ATTACHED 91610 CEILING .. SEE _ A L P I N E CONFORM W/APPLICABLE PROVISIONS OF MDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/911 FDA PROPER A TOT.L D. 55.0 P S F S E 0 N 2 6 7 9 9 Ir-o T R U S S\1, SEAL OR THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF IH IS s � • ` D U R .FAC. 1 .00 FROM B•R (_. IN ONIJ, ANO SHALL MCI BE ACU EO UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTAACI OR. 'yRB DG�`to ERALr T-1 �_ T, _ 1� SPAC I N 24 . ',. • I SS PLA TUIE. 1991 10151-PELKEY - 14-LADDER THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR [Of' CHORD 4x2 SI' b2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS, 1101 CHORD 4x2 SP M2 N WHIS 4x2 SI' #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD. SPECIAL LOADS NOTE: THIS TRUSS MUST [if INSTALLED AS SHOWN. IT CANNOT BE USED ------ (LUMBER DUR.FAC.-1.00 / PLATE DUR.FAC.-1.00) UPSIDE DOWN. 101' OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. TC From 100 PLF at 0.00 to 100 PLF at 0.12 TC From 322 PLF at 0.12 to 322 PLF at 16.31 NOTE: SLL DRAWINGS 615,2.15 Olt 657,2158 FOR GABLE FLOOR DETAILS, BC From 10 PLF at 0,00 to 10 PLF at 16.31 I 1 -6 4+4.S)I f lR.Vji9.9""fig .�" ]�-i8.il-11 S.29 B.1`-19.D" ]I-if4.Pw ki8.S)-*18.5"j-1-6 4-i 13. /5" lyp. 3X3= 1 .5X4 (R)= 2.5X4 T 1-6-0 1-6-0 10-3-0 2X4111 3X3- 3X3- 2X4111 16-3-12 Over Continuous Support it-•330 PI I W--16 3.12 Note: All Plates Are 1 .5X4 Except As Shown. T TYP, AlvineTP -95 Design Criteria: TP1 17 .3wl FL/ -/I/-/E/-/- Scale —.375"/Ft. Q Q C7 Cl Q Q A"1MIIORIANIAAgY141tNGINTLNtOPRODUCT$. INC. WARNING (MISSESNEU"IMLUIRLMICARL TC LL 40.0 PSF REF R151 - -84150 SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING, ERECTION AND MMM►Rf1P Q Q Q Q DIVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE N19 91 BY IPI. SEE THIS DESIGN �` M• RAN�`q TC DL 10.0 PSF DATE 10/30/96 I� Q C1 r IAIIIINI 10 BUILD IN[ TRUSS IN CONFORMANCE WITH TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE RR��A• Q Q Q CI AIYINI CONNLCTUA$ ARE MADE Of 20GA GALT. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED, TOP •��:•.�= BC DL 5.0 PSF DRW fICUSR151 96304035 M p p p .All GRT, ERCLPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL RE LATERALLY BRACED WITH PROPER37• R = B C L L 0.0 P S F HC-ENG DAL W M R TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD •R Q Q CONNECTORS YEA OAAWI NGS 1]O, ISO B 160A F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CE II TNG SEE �E t A L P IN EM CONIORN W1,1PIICABLE PROVISIONS OF NOS B TPI. AN ENGINEEA'S ALPINE TECHNICAL UPDATE (1/1191) FOR PROPER r Io T 0 T.LD. 55.0 P S F S E A N 26801 Q SI AI ON IIgS DRAWING A►PtlE2 !0 T11E COMPONENT DEPICfEO MERE 00.YWALL APPLICATION. fURNiSH A COPY Of THIS /L�'Q�sL �, DUR. FAC. 1 .00 FROM 9 R LTRUSS T"UNIT. AND SIIA/I NOF B( REtf(0 UPON IN ANY Of11CR PAY. DESIGN TO iN[ TRU15 (PEC(fOM CON FR AC FOR FEE .;; 'I •� ` u.1 PI I IU Tf. - 19 AI DES If LCAT W000 C 1:0757-Pf1KEY - F5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR 101) CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N WI[IS 40 SII #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. THIS TRUSS SPACED @ 24.0' O.C. IS DESIGNED TO SUPPORT NOTE: THIS TRUSS MUST BF INSTALLED AS SHOWN. IT CANNOT BE USED ADDITIONAL CONCENTRATED LOAD AT RIGHT END FROM 8.00' STUD UIISIDE DOWN. 101' Of IRUSS MUST BE MARKED BY TRUSS FABRICATOR. WALL (13.75 PSF) SUPPORTING 07-00-00 SPAN ROOF TRUSSES WITH 00-00-00 OVERHANG. ROOF LOAD IS 30.00 PSF LIVE AND PROVIDI IIANGIR Al 1.111 LND Of IRUSS fOR 536.79 LBS. 11.00 PSF DEAD. 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. L —4-8-6 24"- +— —6-8-6 I5" fyP. 764# 3X6= 3X3= 3X3= 3X3= 3X3= 5X8= 135X4(R)= T T 1-16-0 1-6-0 10-3-0 2X4111 3X3 3X3= 1.5X4111 3X4m 5X5= 2X4111 1 .5X4111 3X3- 2X4M L<-2-0-0-ii-J VIE 13-4-12 Over 2 Supports R=537 W-2" R-1785 W=5.5" PLT TYP. Alflne TPI -95 Design Criteria: TPI 17.3wl FL/-/I/-/E/-/- Scale --.375"/Ft. EXTREME M C7 AAIMP01tfANT** SHALLLNofGBEERIIPON5/!0EiFOR1ANY WARNING INUHANDLING.TSSES ERECTONCARE AND TC LL 40.0 PSF REF R151- -88495 =1 c=1 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY !RACING. SEE HIB•91 RY ""- SEF i"'1 DESIGN T C D L 10.0 PSF DATE 10/31/96 m1:3All r= I= IAII URL TO BUILD THE TRUSS IN CONFORMANCE WITH TPI FOR ADDITIONAL SPECIAL PERMANLNT BRACING RE 0 0CD ALPINE CONNECTORS ARE NAGE Of TOGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP PnFlcgf'.p BC DL 5.0 PSF DRW HCUSR151 96305038 Q O Q A65) GAIT EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PROPER •CJ HO 228pQ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD :• ,,• B C LL 0.0 P S F HC-ENG C L R W P F FFFFTE��-- CONNECTORS PER DRAWINGS 110. 150 R IGOA-F. DESIGN STANDARDS WIT"PROPERLY ATTACHED RIGID CEILING -• SEE A L P IN E CONFORM W/APPLICABLE PROVISIONS Of NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/I/91) FOR PROPER STATE OF TOT.LD. 55.0 P S F S E O N 26866 TE-R�U S S INAOxOY,THIS AND SUALLNNOTPBFIES TO RFLIEDTUPONOtNOANYTOfHERCTED WAY HERE DRYWALDESIGNLTOPtHECATION. FURNISH A TRUIS ERECTION CONfRACPY I00.TH15 R1��?� D U R. FAC. 1.00 FROM B•R ., 1 "B= 1 C ro•.vI ,Tulr - 19W .I DISI FICAIT _ 'u0n a '2 E. ;.. ., - SPA:C I NQ,l ... 24 1 0��. -.. 1 0751-P1I_KFY I !) A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 1011 CHORD 4x2 SI' #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 1101 CHORD 4x2 SI' #2 N WIBS 4x2 SIT #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. THIS TRUSS SPACED @ 24.0" O.C. IS DESIGNED TO SUPPORT NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED ADDITIONAL CONCENTRATED LOAD AT RIGHT END FROM 8.00' STUD UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. WALL (13,75 PSF) SUPPORTING 07-00-00 SPAN ROOF TRUSSES WITH 00-00-00 OVERHANG. ROOF LOAD IS 30.00 PSF LIVE AND ?X6 p3 IIIM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH 17.00 PSF DEAD. 10 EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. L. �-- 4-10-2 24" 6-10-2 J 15�Ty-�. i- I 1764# 1 .5X4(R)=_ 3X3= 3X3® 3X3 3X3= 5X8= 3X 1.5X4(R s T3X3= 10 1-6-0 r] 10-3-0 3X353 MISS 1.5X4111 1 .5X4111 3X4- 5X5- 3X3- 2X4111 2X4111 2X4111 4--2-0-0-1-J 13-8-4 Over 2 Supports- _1 R=559 W=3" R-1793 W=5.5" PLT TYP. Alpine TPI -95 Design Criteria: TPI 17.3wl FL/-/I/-/E/-/- Scale -.375"/Ft. ALP 1 ll o o **IMPORTANT** SNALLENOTGSELRESPONSISlE11110 TS.f00.1ANY WARNING INUSSES NANDLINGUINE EXTREME FPECTIONCAPE AND T(C LL 40. 0 P S F R E F R151- -88500 CD � DEVIATION FROM THIS DESIGN ON THESE SPECIFICATIONS, OR ANY SPACING. SEE 1118-91 BY TPI. SEE THIS DESIGN TC DL 10.0 P S F DATE 10/31/96 Q O FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RER-P F,:y ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUTAENENTS. UNLESS OTHERWISE INDICATED, TOP P��tIFi� 1?��a BC DL 5,0 PSF DRW HCUSR151 96305046 Q Q Q A65) GR)I EFCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY SPACED WITH PROPER 110. O Q TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHDRO "1 ';• BC LL 0.0 P S F HC-ENG C L R W P F A L P IN E CONNECTORS PER DRAWINGS 1)0. 150 A 16OA-F. OESI6N STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -• SEE m CONFORM W/APPLICABLE PROVISIONS Of NOS A TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (711/91) FOR PROPER $TA�T�E�OF , TOT.L D. 55.0 P S F S E 0 N - 26868 C Q SEAL ON THIS DRAWING APPLIES TO THE COMPONTNf DEPICTED HERE DAYWAI.L APPLICATION, FURNISH A COPY Of THISjs7•��LJf1P;'• DUR .FAC 1 00 FROM B R IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •Cp 77 PItr, ITIIIF --7-T4 ' N ..'. AI Ot! . --_IE Ir AI < WOOD t IDN l ;..-4, , CAAC j (1 ;.... ...:,:.:, 10757-PrLKC.Y - IG THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 4x2 SP #2 N REFER TO DRAWING AI50 FOR TYPICAL PLATE LOCATIONS. HOF CHORD 4x2 SP k2 N WI HS 40 SP M:) TRUSS DEFLECTION MEETS L/999 LIVE AND L/949.40 TOTAL LOAD. 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS 1RUSS MAST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK UPSIDE DOWN. TOP Of TRUSS MUST BE MARKED BY TRUSS FABRICATOR. MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 6-0-0 24" 6-0-0 l5* ly(lI. 3X4= ' 1. 5X401 3X3= 3X4= 1 .5X4(R)= 3X3= 3X39 1 .5X401 3X39 1.5X4(R)9 1-I6-0 1-6-0 t_ 10-3-0 4X49 3X30 3X3m 3X3n 3X3! 04s 2X411 2X410 - 14-0-0 Over 2 Supports -- R-770 W-3" R-170 W=7.25' PI.T TYP. Al ine TPI -95 Desi n Criteria: TPI 17.3w1 FL/-/I/-/E/-/- Scale -.375"/Ft. O C] M C-1 M 171 **I M P O R I A N T** ALPINE ENGINEERED PRODUCTS, INC. WARNING TRUSSES REOUIRE EXTREME CANE TC LL 40.0 P S F R E F R151- -84159 SHALL NOT RE RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND MAAN111160% C� C� C:::I C7:1 OEVIA110*IRON THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BAACING. SEE HID-01 BY TPI. SEE THIS DESIGN %00,. TC DL 10.0 PSF DATE 10/30/96 ..f F r 1=1IRIS uPl 10 BUILD THE TRUSS IN CONFORMANCE WITH TPI F011 ADDITIONAL SPECIAL PERMANENT BRACING ASE E •9� 1 [D Q Q AI PI ME CONNE(TONS ARE NAD[ Of TOGA GAI Y. STEEL MEETING ASTM OUIRENE NIS. UNLESS OTNERYI SE INDICATED. TOP C•'�•• BC DL 5.0 PSF DRW HCUSR151 96304036 P AAY) 011 EXCEPT AS MOTEO. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 3� B C L L 0.0 P S F HC-ENG DAL WMR INU11 AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD • _ C� CONNECTORS PER DRAWINGS 170. ISO A 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE W,lr�5T ALPIN E CONFORM Y/APPLICABLE PROVISIONS Of NOS A TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (711 FOR PROPER j . Ip TOT.LD, 55.0 PSF SEON26809 R U S S 1 St AL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Of THIS �4v • �TA om``` [__ IN OAU Y. AND MALL NOT BE AELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONIAALIUR. PN,,;, OE;Ni!;W�NN DUR .FrIA�,///C�� . 1 .00 FROM B•R .. ,_ • 1:S ►1 SUIS �..: ,..� ..,.,... ;.:. '... 90 SPAC 2 iF 11... -... . ,. T I r - IYr a DIA( ru*n m01/1N uN FO757-PFI_KFY - F7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 4x2 SP p2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP q2 N WEBS Ix? SP H3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/812.53 TOTAL LOAD. 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NO1F: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK UPSIDE DOWN. TOIL OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. —4-10-0 -} _24' -4-10-0-----� 1p. i- y- 3X4m 3X4- 1.5X4 (R)- 3X3- 3X3- 3X3- 3X3- 1.5X4(R)- T T 1-l6-0 1-6-0 *10-3-0 3X4- 1.5X4111 1.5X411 3X4= 2X4111 3X3- 3X31111 2X411 11-8-0 Over 2 Supports -� R-642 Wm3" R-642 W=3" PIT TYP. Al Ine TP -95 Design Criteria: TPT 17, 3wlFL/-/I/-/E/-/- Scale -.375"/Ft. C! M M CD O C) A A 1 MPGR I AN1 A A ALPINE """NEERED PRODUCTS, INC. WARNING TRUSSES REOUTAL E/INEML CANE TC LL 40.0 PSF REF R151- -84162 $MALI NOT BE RESPONSIBLE FOR ANY IN HANDLING, ERECTION AND BBMYIgBB CJ CI C� DEYIAIION FROM THIS DESIGN ON THESE SPECIfICATtONS, OR ANY BRACING. SEE MIB•91 BY 111. SEE THIS DESIGN `'�M' A�NN. TC DL 10.0 P$F DATE 10/30/96 1_71 1-1 I-� IA11HM1 10 1111110 111E IMUS$ IN CONfOAMANCE WITH IPI FOR ADDITIONAL SPECIAL PERMANLNI BRACING Mk t��• Fq��'y F� CI T� l-1 C7 AIPIMI CUNNICIUNS ARE MADE Of TOGA 6ALY, STEEL HEFTING ASrN OUTALMENIS. UNI ESS OI(HNYISE INDICATED, IOP 13L DL 5.0 PSF DRW LIGUSR151 96304037 Q Q A6Sl GNI/ EI(EPT AS NOTED. APPLY CONNECTORS f0 EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PROPER P RLQ p Q IN 11)5 AND UMl[SS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEAfMING, BOTTOM CHOAD A• _ B C L L 0.0 P S F HC-ENG DAL WMR CONNECTORS PER DRAWINGS 170. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING • SEE �"�''`�-�_ Q ALPINE CONFORM Y/APPLICABLE PROVISIONS Of MDS E TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/119 1) FOR PROPER "• TOT.LD. 55.0 P S F S E O N - 26811 T R U S S— 5(AI ON THIS OMAYING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS "lq D U R . FAC. 1.0 0 FROM B•R IN Oki Y• ANO SItALL HOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACYOR. ,QPM OF E\ �NI� ;.. _I • ,. 115 S PI <..1 Pll(• -�, C D A C— 24 4n H ---- -1 199 AL OfS ,.IF LCAT Y000 C IOM !0151-PF IKI.Y - 18 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR 101' CHORD 4x2 SI' M2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 801 CHORD 4x2 SP N WI BS 4x2 SP #3 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/480.00 TOTAL LOAD. 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NIIIE: THIS 1RUSS MUST ()T INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK Ul1SI0l DOWN. 1011 Of 1RUSS MUST BE MARKED BY TRUSS FABRICATOR. MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. PROVIDE HANGER Al LIIT fND Of TRUSS FOR 1001.46 LBS. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1001.46 LBS. 8 1 4 24- 8-1-4 15�1_yp. 5X7= 4X4= 3X3= 3X3= 3X3= 3X3- 3X4= 5X7 T T 1-6-0 1-6-0 1 *10-3-0 2X411 5X5= 3X4- 3X3- 1.5X4111 1.5X4111 3X3- 3X4m 5X5- 2X4111 ------- 18-2-8 Over 2 Supports R-1001 W=2' R-1001 W-2' PIT TYP. Alpine TPI -95 Desion Criteria: TPI 17. 3w1 FL/-/l/-/E/-/- Scale -.375"/Ft. O M ED O O A A I M11 O R I A N i A A ALPINE ENGINL[RLD P0.ODUCf1. INC. WARN I NG TRUSSES REQUIRE E1IRLME CARE TC LL 40.0 P S F R E F R151- -84163 SHALL NOT BE PESPONS FILE EOR ANY IM HANDLING. ERECTION AND IRIpYNnlq O(VIAFION FROM THIS DESIGN OR THESE SPECIFICATIONS. Op ANY $RACING. SEE HI1.91 BY TPI. SEE THIS DESIGN SO %A RAN'24 TC DL 10.0 P S F DATE 10/30/96 O [� C� C� •••••. F 1 All UNL 10$UI1O T!I[ TRUSS IN CONFORMANCE WITH IYI FOR ADDITIONAL SPECIAL PERMANENT BRACING At (} M Q (� C� AIPINf (ONNC(IORS ARE MADE Of 2OGA GALV. SULL MEETING ASTN OUIREMENTS. UNLESS OIH(RWISE INDI(AFEO. FOP �7 71 BC DL 5.0 PSF DRW IlcusRiS) 96304038 Q Q Q AOS] GN 1/ IILEYF AT NOTE O. APPIY CONNECTORS f0 FACH FACE Of CHORD SHALL Of LATEAALII BRACED WITH PROPER 3�• ' P AL= 0 O INUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SH(ATHING. BOTTOM CHORD • = BC LL 0.0 PSF HC-ENG DAL WMR (OHNE(!CANS PER DRAWINGS 110. 150 G 1GOA F. DESIGN STANDARDS WITH PROPERLY ATTACHED A161O CEILING SEE ./l o A L P I N E LONIUAM Y/APP1ICA&LE PROVISIONS Of NOS E TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1!91) 100.PROPER TOT.L D. 55.0 P S F S E O N - 26813 0 :SAI UN THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Of THIS � •' S('` ''tiod' YA` OUR FAC. 1 .00 FROM 8.R ( IN UNI1 AND:lIAIL NOT 1E RELIED UPON IN ANY pill(R WAY, DESIGN i0 THE FRUIT ERECTION CONTRACTOR. 'NYNMI/IIIM/GLA 1 _ PI A Iu if "- IVY$ t DL SI IFIL AfI .00010 OA.f 21, T0757-PIIKI-Y E9-1,ADD[R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 101' CHORD 4x2 SI' #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x? SI' #2 N WE.IIS 4x•7 SII H3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD. SPECIAL LOADS NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED ------(LUMBER DUR.FAC.-1.00 / PLATE DUR.FAC.-1.00) UPSIDE DOWN. FOP Of, TRUSS MUST BE MARKED BY TRUSS FABRICATOR. TC From 517 PLF at 0.00 to 517 PLF at 18.90 TC From 100 PLF at 18.90 to 100 PLF at 19.02 NOTE: SEL DRAWINGS 675,215 OR 657,275B FOR GABLE FLOOR DETAILS. BC From 10 PLF at 0.00 to 10 PLF at 19.02 �-1 6-4+4.ID'`,1�18.31�]�18.��,l IS 5)1,1�-i8.Tl I1�81 Z&i 581 M'.*18.yB 'iksl.�w l�-i8.�'�l�-9 SYL 1�i8.5"�-1 6-4� 13.7[.," lyp. .----) 3X3- 2.5X4 1.5X4(R)- T6-10 1-6-0 *10-3-0 3X3- 1.5X4111 1.5X4111 1.5X411 1.5X4111 1.5X411 3X3" i .5X4111 1.5X4111 1.5X41 1.5X4111 1. 5X4111 1.5X4111 ��- - -19-0-4 Over Continuous Support _I R-524 PLF W-19-0-4 Note: All Plates Are 2X4 Except As Shown. PLT TYI1 Al Pitle TP1 -95 Desi n Criteria: TPI 17.3wl FL/-/I/-/E/-/- Scale -.375"/Ft. A A I MII O R I A N 1 N k ALPINE ENGINEERED Pxooucrs, INC. WA R N I N G IRUSSES REQUIRE EXTREME CARE TC LL 40.0 P S F R E F R151- -84164 SMALL NOT BE IESPON51BLE FOR ANY IN HANDLING, ERECTION AND NNN611110% o TRY FROM THIS DESIGN OR THESE SPECIiICAIlONS, ON ANY PACING. SEE NIB•91 BY TPI. SEE THIS DESIGN M' p 4iViF4 T C D L 10.0 P S F DATE 10/30/96 ....... t� �1 1-1 IAIIUPI 10 BUILD THE TRUSS IN CONFORMANCE WITH TPI FOR ADDITIONAL SPECIAL PERMAMFNT PACING AE �1 EiEQ•�AVj (� [� r7 O AIPINL CUNNCCIONS ARE MADE Of 2064 GALV. STITT MEtrING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICAIEO. TOP �JJJT A+ �•'+L B DL 5.0 PSF DRW ttCUSRl51 96304039 1� n Q A651 GRI/ [RCIPF AS NOTED. APPLY CONNECTORS 10 EACH EA(( Of CHORD SMALL BE LATERALIV BNACEO WITH PROPER ;�• �.IYL L' t_ O INUSS AND UNITS$ OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOUO SHEATHING. BOTTOM CHORD = 6 C L L 0.0 P S F HC-ENG DAL PJM R IONNLCIOPS PEP DRAWINGS 110, 150 A 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE A o A L P I N E 0 CONf0Pn W1 PPLICABLE PROVISIONS Of NOS A TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER .2h0(�•� T 0 T.L D. 55 .0 PSF S E Q N - 26815 0 .IAT ON IHIS DRAWING APPLIES TO THE COMPONENT OEPICFEO HERE DRYWALL APPLICATION. FURNISH A COPY Of THIS �II1��I�y(r110, `` DUR FAC. 1 .00 FROM B.R TR U S S� IN UNI., AND SHALL Nor BE PELI(O UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERfCrION CONrAACFOP. ,,�ANNRg11M6V4A SPA( I NG 1' I I 1 7 nS r1 nnl IY'JT Oroi ruAn UDU IU U" 1. '�4 .`_ 2 F015/-PFI KEY 110 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MFR 101' CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 601 CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. THIS TRUSS SPACED @ 24.0" O.C. IS DESIGNED TO SUPPORT 2X6 #3 IIIM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ADDITIONAL CONCENTRATED LOAD AT RIGHT END FROM 8.00' STUD TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK WALL (13.75 PSF) SUPPORTING 07-00-00 SPAN ROOF TRUSSES MAIIRIAI. 10 BE S111'1'1.1f0 BY UREC.TION CONTRACTOR. WITH 00-00-00 OVERHANG. ROOF LOAD IS 30.00 PSF LIVE AND 17,00 PSF DEAD, N011 : THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TUI' Of TRUSS MUST BE MARKED BY TRUSS FABRICATOR. PROVIDE HANGIR AT TIfT END OF TRUSS FOR 825.27 LBS. 8-6-2 �- 24" 8-6-2 - 1i - 1764# 3X3= 4X4= W 3X6= 3X4= 3X3$ 1.5X4111 1.5X4111 3X4= 5X8= 4X4_ 5X4(Dl= TT Y l 1 16-0 1-16-0 r I\;;�/� 10-3-0 2X411 4X4= 3X3= 3X3= 3X3= 4X4= 3X4m 4X4= ri 5X5= 2X4111 2 X 4111 L<---2-6-12---3--J 19-0-4 Over 2 Supports �1 R-825 W=2" R-2108 W-5.5" PLT TYP Alpine TPI -95 Desi n Criteria: TPI 17.3w1 FL/-/I/-/E/-/- Scale -.375"/Ft. O O I= Q ,� A A I M P O R TA N T** ALPINE ENGINEERIO PRODUCIS, IMC. WAR N I N G TRUSSCS REQUIRE EEINEME CARE TC LL 40.0 P SF R E F R151 -88503 SHALL N01 BE RESPONIIBLE FOR ANY IN MANGLING. [RECTION AND T C D L 10.0 P S F DATE 10/31/96 U[YI AEION FROM iH15 DESIGN OR THESE SPECIE It ATI ONS, OR ANY BRACING. SEE M18-91 BY TPI. SEE THIS DESIGN Q IAILIIAE 10 BU110 flit TRUSS IN CONFORMANCE WITH TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING ME IER P P � Q 0 O AIPIN( CONNECTORS ARE MADE Of JOGA GALT. $[EEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INOICAIED. TOP �P,-�,;�IF(Cq tib, BC DL 5.0 PSF DRW IICUSR151 96305048 TO EACH FACE OF RD SHALL BE ALLY BRACED WITH ROPER No O O Q FRUSSGAMR UNLESS OTHERWISE LOCATEDR)l INCIPt AS NOTED. APPLY ONW5SDESIGN. POSITION LYOATTACHED PLYWOODRSHEATHING. BOTTOMPCHORO 2289 �� B C L L 0.0 P S F HC-ENG C L R W P F A L P I NE CONNECTORS PEA DRAWINGS 150. 150 A 160A F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 1 � ; T 0 T.L D. 55.0 P S F S E Q N 26870 CONFORM W/APPLICABLE PROVISIONS OF NOS A TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/i/91) FOR PROPER su-TE OF S r� SEAL ON Fill$ DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �ij..��IQP � DUR FAC. 1 .00 FROM B•R S T (f S IN ONLY, AND SHALL NOY BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION COMTRACfOM. ....... cPA ttt C G 0 AT _1 'RF ,.tllurr 1 1 MA! DF CtF ICA -!2=# 2 =4 1 n,_ N �.. SH 10/57-PIIKEY - 111 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 1011 CHORD 4x2 SII #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 1101 CHORO 4x2 SP #2 N WI 11S 4x2 S11 #3 DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. THIS TRUSS SPACED @ 24.0' O.C. IS DESIGNED TO SUPPORT 2X6 H3 HIM FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ADDITIONAL CONCENTRATED LOAD AT RIGHT END FROM 8.00' STUD FO EACH IRUSS WIIERI SHOWN WITII 3-10d NAILS. STRONGBACK WALL (13,75 PSF) SUPPORTING 07-00-00 SPAN ROOF TRUSSES MAIERIAI 10 BE SU111111E0 BY ERECTION CONTRACTOR. WITH 00-00-00 OVERHANG. ROOF LOAD IS 30.00 PSF LIVE AND 17.00 PSF DEAD. NOIL: 1111S 1RUSS MAST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. FOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. 7-4-6 24" 9-11-2 1)---� 764# 1 .5X4�X� 3X3 3X4= 3X3= 3X3= 3X3= = 3X4= 5X8= 4X4= 1 .5X4(R )m 1-6-0 ri 1-6-0 1 ..!0 �IO-3-0 4X4= 3X3- 3X3= 1.5X4111 1.5X4111 3X4- 4X4- 5X5= 2X4111 3X3=- 2X411 X3=2X411 2X4111 LOE-2-6-12--.-J 19-3-8 Over 2 Supports —tel R-846 W-3' R-2116 W-5.5' P 1.T TYP. Alpine TPI -95 Desian Criteria: TPI 17 3w1 AFL/-/I/-/E/-/- Scale -.375"/Ft. M Q o Q Q Q **IMPOItEANT** SM►INLOTBERESOPRODUCTS, INN. WARNING TRUSSES REQUIRE EAINEMECANE TC LL 40 .0 PSF REF R151- -88507 Q Q O Q SNAIL NOT BE RESPONSIBLE F00. ANY IN HANDLING. ERECTION AND C� DE Y IAIION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HIO.OI BY FPI. SEE THIS DESIGN TC DL 10.0 PSF DATE 10/31/96 O Q Q Q FAIIUME TO OUILO THE TRUSS IN CONFORMANCE WITH TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �'�ER.P Fj p ALPINE CONNECFOt$ ARE MADE OF 106A GALY. STEEL MEETING ASrN OUIREMENTS. UNLESS OTHERWISE INDICATED. i0► IJ �, QST I�IC.9T�•I' C DL 5 .0 PSF DRW HCUSR151 96305051 A653 GRV EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER ;O No 228 �•• Q r6uss AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION Lr ATTACHED PLYWOOD SHEATHING. BOTTOM cNo:O • BC LL 0.0 P S F HC-ENG C L R W P F CONNECTORS LER DRAWINGS 170, 150 A 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE est Pq ALPINE CONFORM:(APPLICABLE PROVISIONS OF NDS R TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (IIlIRl1 FOR PROPER $TATE N TOT.L D. 5 5 . 0 P S F S E A N 26872 Q SEAL ON THIS DRAWING APPLIES TO THE COMPONfNr DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ]/s.!CIQRI '�P DUR•FAC. 1 00 FROM B R II'/ S IN ONLY. AND SHALL NOT OE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONIRACTOA. �R�.t DFS :< - CAtI C I N �n N ---- ,; iF INAI .40011 1 ION I D/s/ I)II KIY 11.3-(11111) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR 1011 CHORD 2x4 SII #1 Dense 2 Complete Trusses Required 1101 CHORD 2x4 SI1 #2 N WINS 2x4 SP N3 NAILING SCHEDULE: (0.13lx3.0_g_natls) TOP CHORD: 1 ROW @ 3• o.c. BOT CHORD: 1 ROW @ 16• o.c. IItIISS DIIiICIION MITIS 1 /480.00 LIVE AND L/480.00 TOTAL LOAD. WEBS : I ROW @ 4• o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS SPI CIAt IOADS IN EACH ROW 10 AVOID SPLITTING. (IIIMHLIt DUR.IAC.-1.00 / PLATE DUR.FAC.-1.00) IC Irom 100 1111 at 0.00 to 100 PLF at 3.67 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED HC Irorn 10 1111 at 0.00 to 10 PLF at 3.67 UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. IC 3902 LB Conc. Load at 1.44 THE TOP CHORD OF THIS TRUSS SHALL BE BRACED WITH PROPERLY ATTACHED TRUSSES AT 24. O.C. IN LIEU OF PLYWOOD SHEATHING. L LOADS TO BE VERIFIED AND APPROVED BY ARCHITECT OR JOB ENGINEER. 3902.# 2.5X4111 3X4 5X5 5X5 3X4= 2X4111 Q _ T 1 -6-0 1-6-0 10-3-0 5X5 1 .5X4111 5X5 1 .5X4111 L3 O O Over 2 Supports (its-!!)/4 W-3"R�-173"11WW-3' PLT TYP. Alpine TPI-95 Design Criteria: TPI 17. 3w1 FL/-/I/-/E/-/- Scale -.375"/Ft. 1-_::) (� O �) o A A IMIIORIANIAA "`PINE ENGI NEf uDPRODUGf1, INC. WARNING TRUSSES REQUIRE EITREMECAAE TC LL 40.0 PSF REF R151- -84173 SHALL M01 Bl AE SPONSI OIE FOR ANT IN HANDLING. EPECTIDN AND 0164ME111% QAUS DEVIATION fROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �MJ,•M�A4Af/,I T(�, DL 10.0 PSF DATE 10/31/96 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH TRI EOR ADDITIONAL SPECIAL PERMANENT BRACING RE ' R11FIC• A ALPINE CONNECTORS ARE MADE Of TOGA GALT. STEEL MEETING ASIN QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP � BC DL 5.0 PSF DRW HCUSR151 96304042 zz A651 GRS1 EXCEPT AS NOTED. APRIV CONNECTORS TO EACH TACE Of [MONO SMALL BE LATERALLY BRACED YIiN PROPER 3: • In TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACKED PLYWOOD SHEATHING. BOTTOM CHOPD BC LL 0.0 PSF HC-ENG ABE WMR CONNECTORS PEN DRAWINGS 1)0. 150 { 160A f. DESIGN STANDARDS WITH PROPERLY ATTACHED R`GID CEILINL • SEE S •� '� T0T.LD. 55.0 PSF S E A N - 2 6823 COMfORMYlAPPLLIABLE P0.0Y1SIONS Of NOS { TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE )!1!911 TOR PROPERSfAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Of THIS ` DUR.FAC 1 0O FR0M B R IN UNL1. AND SHALL NOT BE AELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR ,��h► �F;N\\H� z< I 1 1 I nL r1 nnT IYY1 1 ot;I IIfAI wHO n nN -,PAC ____gnu __ 10757-PELKEY - F12-GI)R. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR IDP CHORD 2x4 SP #1 Dense 2 Complete Trusses Required BoI CHORD 2x4 SP y2 N WEBS 2x4 SP a3 NAILING SCHEDULE: (0.13lx3.0_g_natls) TOP CHORD: l ROW @ 2' o.c. BOT CHORD: l ROW @ 16' o.c. TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD. WEBS : l ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS SI'EC,IAI LOADS IN EACH ROW TO AVOID SPLITTING. (IUMIIIA UUR.IAC.-I.00 / PIATE DIIR.FAC.-1.00) IC Iroln 533 I'll at 0.00 to 966 PLF at 4.92 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED BC. Ir•om 10 PII at 0.00 to 10 PLF at 4.92 UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. IC 3403 1.11 Conc. load at 0.42 IC 1003 LB Conc. Load at 1.44 THE TOP CHORD OF THIS TRUSS SHALL BE BRACED WITH PROPERLY ATTACHED TRUSSES AT 24' O.C. IN LIEU OF PLYWOOD SHEATHING. L 1003# 03# 50= 3X31@ 3X3111 5X7- T T 1-I6-0 1-6-0 _L 10-3-0 3X8- HS2512- HS2512- 3X8= R-1917 W-3' 4.11.0 Over 2 Supports-si R-5159 W-3• PIT TYP. Al ine 111 h Strength TPI -95 Desi n Criteria; TPI 17 3w1 FL/-/I/-/E/-/- Scale -.375"/Ft. C-1 o r=1 C1 E_1 A A 1 M1'OR I ANT"" ALYINL LNGIN!lNLU YROUIICIS. INC. WARN I NG BRUSSIS NLOUTAL LAINCME CARE TC LL 40.0 PSF REF R151- -84172 SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING, ERECTION AND ypYMBHU 0 (� DfYiAT10N FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE$10.91 Of TPI. SEE fill$ DESIGN ,�B•NO. M• RA hiy, 0 FAIIIIRI 10 BUILD THE IAUSS IN CONFORMANCE WITH IPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �,t lilCh'�•9iS• TC DL 10 0 PSF DATE 10/30/96 (� 0 AIYINI CONNLCIONS ARE MADE OF [OGA GALY, STEEL MEETING ASTM DUINENENTS. UNLESS OTHERWISE INDICATED. TOP S: ••••'•7•:�16 BC DL 5.0 PSF DRW HCUSR151 96304041 Q Q AGSI GN 1i EXCEPT AS NOf[0. APPLY CONNECTORS f0 EACH FACE OF CHORD SHALL BE LATERALLY BRACED YIIN PROPER O IOU$$ AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD • B C L L 0.0 PSF HC-ENG A B E W M R CONNECT OAS PEA DRAWINGS 110, 150 G IGOA•F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING ._ $EE o A L P I N CONFORM Y/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE {711191) FOR PROPER TOT.L D. 5 5.0 P S F S E O N - 26842 % ol � •�, DUR.FAC. 1.00 FROM B.R Sf AL ON THIS DRAWING APPLIESTOINE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �j �� T R U S S O CTI OM CONTRACTOR. �t,f m/ovill" T 4 , L IM ON;Y, AND SS API Al, BE RE1111, UPON IN ANY OTHER WAY. OE SI GN i0 THE TRUSS ERE On 10 N ,.. 17 A/`n ? J. STRAP TRUSS HANGER 16 GAUGE DIMENSIONS FASTENER ALLOWABLE LOADS SCHEDULE SIZE PRODUCT GAUGE FLOOR ROOF WIND/ PER CODE DESIGN DESIGN EARTHQUAKE CTN W H 85 HEADER JOIST LOAD LOAD UPLIFT UPLIFT 100% 125% 133% 160% 2X MSHS29 16 15/8 9 2 14.164 10-104 2045 2555 1375 1650 25 P2X(2) MSHS222-2- HS213 16 15/8 13 2 14-16d 10.10d 2045 2555 1375 1650 25 HS218 16 15/8 18 2 16-16d 10-10d 2335 2920 1375 1650 25 HS222 16 15/8 22 2 22-16d 10.10d 3210 3500 1375 1650 25 S213-2 16 31/8 131/4 2 14-16d 10.10d 2045 2555 ; 1625 1750 50 S218 2 16 3118R18 %21 16-16d 10-10d 2335 2920 1625 1750 25 — tb 31/822-t6d 104 3210 3500 1625 1750 25 HS413 16 3 5/814-16d 10 10d 2045 2555 1 1625 1750 50 4X MSHS418 I 16 3 51816-16d 10-10d 2335 2920 ; 1625 175025 4X I MSHS422 16 13 518 22 222.164 10.104 3210 3500 1625 1750 25 Minimum header thickness is 3". BS Y NOTES L1. Allowable loads are based on National Design Specifications for Wood Construction 1991 Edition including 1993 Errata. 2. Design loads are based on Southern Yellow Pine wood species with a specific gravity of 0.55. Allowable loads for other species or conditions must be adjusted according to the code. 3. Fasteners are common wire nails for single shear(Two Member Connections) with ASTM A653 Structural Steel Grade 33 side plates. 4. Normal Design Loads given in the tables are not adjusted for various durations of loading and are in accordance with ASTM D 1761. 5. Maximum downward load capacity has already been increased for a duration load, when permitted by National Design Specifications for wood construction not exceeding 25%. 6. Allowable uplift loads have been increased for wind or earthquake loading. 7. The allowable load uplift percentages shown, 133%and 160%. reflect duration factors appropriate for different building codes as defined in the National Design Specification for Wood Construction. You should select the uplift % that is applicable to your building area under your governing building code. FIT Ni TITLE: STRAP TRUSS HANGER Southeastern Metals Manufacturing Co., Inc. DR ANN BY C}IECK ED EY: APPRCIvED BY: DATE: 11801 Indu.rtry Drive •Jacksonville. Florida 32218 B.L.B. J.W.H. 5/12/95 PART M. SCALE: MATERIAL SPEC: ASTM A653 Structural Quality Grade 33 (steel) &ASTM A924 (coating) rAGE: MSHS N.T.S. 16 Gauge (0.0575" - 0.0695") 56 of 58 WARNING NOTE 1. DO NOT CUT OR ALTER TRUSSES. UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER -- 20' 1"8 18'6"8 18' 11" ---} 10'6" -- 4 APPROVED BY APPROVAL DATE: T - - 1 =1 1 `' DEL. DATE I NXm r 1 1 1 I - 74 ' 1 1 1 I I ti BUILDER TO CONV. FRAME ROOF, VALLEYS AND O.HANGS AS NEEDED. 12- - BUILDER TO FRAME DOWN CEILINGS 19 AS NEEDED. -GOR BUILDER TO BUILD UP WALLS TO T Td HATCH TRUSSES AT HIGHER PL1 HT. 14) ALL WALLS SHOWN ARE LOAD BEARING vf UNLESS NOTED OTHERWISE. T 1m (U T2 PITCH 6/12 N47 LOADING OHANG 24" (4) m BASE PLATE HT 20-09-12 � T - JOB: F0757A PELKEY BUILDERS INC. LOC: LOT 20 BEACHSIDE —16'5" 7'8" +--I;n* 14'6" --- N+--21'9" -- � PLAN: DESIGNER: BRIAN MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PH/ 268-8225 JAX. FLA. 32255 JOB DESC . : PELKEY JOB LOC . : LOT 20 BEACHSIDE DESIGNER : BRIAN RIGHT FRONT LEFT REAR I O/!T/A III IKFY I1 1)1(: GE THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR 101' CHORD 2x4 SI' N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) BOI CHORD 2x4 SI' N UPLIFT (LB) : 120 PLF WIGS 2x4 SP #3 :W9 2x4 SP N2 N: BRG,LOC (FT) : OVER CONTINUOUS SUPPORT :W10, W16 2x6 SI' y2 N: TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . ENCLOSED BUILDING. A RIGID CFIIING OR C.ONIINUOUS LATERAL BRACING AT 24" D.C. MUSI OF PROPFRIY AlIACHf.D 10 TIIE BOTTOM CHORD. THIS GABLE END WILL SUPPORT UP TO 2'0" OVERHANG ALONG THE TOP CHORD. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD COIIAR 111 1`0 BI BRACED WITH 1X4 #3 HEM-FIR OR BETTER VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO CONIIIIUOUS LAIFRAI. 13RACING Al' 24' O.C. , UNLESS A RIGID CEILING TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING IS AITACIII:D DIRECIIY TO IT. BRACING MATERIAL TO BE SUPPLIED DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE AND AIIACIII.D Al BOfll ENDS FO A SUITABLE SUPPORT BY ERECTION RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO CONIRACIOR. SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. NOTE: THE TOP CHORD OF THIS TRUSS MAY NOT BE CUT OR NOTCHED ION ANY WAY. CONVI:NIIONAI. IRAMING IS N01 THE RESPONSIBILITY Of THE TRUSS DLSIGNUR, PIAII MANUFACIURIR, NOR TRUSS FABRICATOR. PERSONS IRF.CIING IRIISSIS ARI CAU IIONf.D TO SEEK ADVICE BY A LOCAL PROIISSIONAI INGINIIR REGARDING CONVENTIONAL IRAMING. 4X4-- 1111 X4=1111 BU11DING DISIGNCR IS RESPONSIBLE FOR THE DESIGN OF THE AND 01:11 ING DIAPHRAGMS, GABLE END SHEAR WALLS, AND 3X6=— R001 3X6= SUPPORIING SHIAR WAITS. SIIEAR WALLS MAST PROVIDE CONTINUOUS 6 IAll RAL RlSIRAINI 10 fTIE GABLE END. ALL CONNECTIONS TO BE 11 t DESIGNED BY II f HUI11)1NG Of SIGNER. W9 3X3 3X6111 3X61n 3X3 1 MEMBER 10 Bf IATf.RAIIY BRACED FOR HORIZONTAL WIND LOADS. l Cl BRACING SYS IfM 10 Ill. DISIGNID AND FURN ISIIFD BY OTHERS. W1 + W16 7-8-8 + 5-4-6 7-9-0 5-4-6 1 B-3-0 3X4= 5X7- 5X7= --6-11-4--- --7-9-0 - —6-11-4--� R=198 PLF W-21-7-8 1_ 10-9-12 _I_ 10-9-12 _I 21-7-8 Over Continuous Support— -� Note: All Plates Are 1 .5X4 Except As Shown. .PI.T TYP. Alpine Till -95 Desicin Criteria: TPI 17. 3w1 FL/-111-/E/-/- Scale -, 1875"/Ft. (J f—) O U L-) C—J A A I M P O R IAN T"* ALPINE ENGINEERED PRODUCTS, INC. WARNING TRUSSES REQUIRE EXTREME CARE T C L L 30.0 PSF R E F R151- -85140 SHALL NOT RE RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND f=1 L� _ __ C1 C I GIVIA11ON IRON THIS DESIGN DA THESE SPECIFICATIONS, OR ANY BRACING. SEE HID-91 BY TPI. SEE IHIS DESIGN f F� T C D L 7 .0 P S F DATE _10/30/96 C-1 E� IAll URI IU BU I t D THE TRUSS IN CONEORMAN(E WITH TPI FOR ADDITIONAL SPECIAL PERMANFNt BRACING RE F.P N O O L� O AIPINI CONNE(IONS ARE MADE OF 20GA GALV. STEEL MEETING ASIA OUINEMENTS. UNLESS OTHERWISE INDICATED, TOP �..'q��1�4T'•. P P F . BC DL 10.0 PSF DRW HCUSR151 96304053 f� Q Q A65V GRI? EXCEPT AS NOTED. APPLY COBNECIORS TO EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PROPER 3•CI *2 � IRu51 AND UNEt SS Oi HFRYISE 10(ATFD ON THIS DESIGN, POSITION LY ATTACHED PL YY000 SNE ATNING, BOTTOM CHORD B C L L 0.0 PSF HC-ENG DAL WMR CONNECTORS PER DRAWINGS 130, 150 R 1601 f. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -• SEE • Of �(� 1=) A L P I N E CONI CAN W/APPLICABLE PROVISIONS Of NDS B TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (711191) FOR PROPER g1P�� ,• TOT.LD. 47 .O PSF SEON - 26850 �\\T\�\�(� Sk AI ON 11115 DRAWING APPLIES TO IME COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS � • I' =�T (J S S ""' _—1 IN DNI Y. AND SNAIL NOT BE Rk1if0 UPON IN ANY 011110 WAY. DESIGN TO THE TRUSS EPEC TI ON (ONFRALIOR. Fo DUR .FAC 1 33 FROM B R 1 I 1 � Ai P,•, "PAC I r, 2 n 11 _. I ,IInn1 +i5 - ( INu Dr '', ,,,TtEu I wonD nD" ---�: —� t '�, 1) --� ----� 10157A-PtIKI Y - I? ATTIC THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR 101' CHORD ?x6 S1' M2 11 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) 1101 C.IIORO ?xH SIA #1 :113 ?x4 SP #2 N: UPLIFT (LB) : 940 940 WI.HS ?x4 SI' #3 :WI, W7 ?x6 SP #2 N: BRG.LOC (FT) : 0.00 21.04 TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . Ill"(IfC110N CRIIIRIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED BUILDING. CotI_Alt 111 10 Ill RRACID WITH IX4 g3 HEM-FIR OR BETTER THIS ATTIC TRUSS DESIGNED TO SUPPORT ADDITIONAL LOAD OF CONI INUOUS IAIII(AI BRAIA NG Al •l4" O.C., UNLESS A RIGID CEILING 40.00 PSF LIVE LOAD AND 10.00 PSF DEAD LOAD ON BOTTOM CHORD IS AlIACIII1) UIRICIIY 10 11 . BRACING MATERIAL TO BE SUPPLIED FROM 04-06-12 TO 17-00-12. THIS SAME SECTION SUPPORTS AND AIIACIII'O Al H0111 INDS TO A SUITABLE SUPPORT BY ERECTION 10.00 PSF DEAD LOAD ALONG TOP CHORD DUE TO CEILING LOAD CONIRACIOR. AND 0.00 PSF ALONG THE KNEE WALLS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X5= 3X 6111 Mill 63X6= 113 3X6= 6 5X7a 1.5X4111 6-10-10 WI 8-3-0 F.i 11 5 W7 5-8-5 12-6-0 L-4 111 8-3-0 A 3X610 6X6- 7X10m 6X6m 3X610 v l+ -4 6 12-9110--- 12-6-0 J_ 4-6-12--� 2-0.0 l_ 10-9-12 _I_ 10-9-12 _J - 21-7-8 Over 2 Supports R-1918 W=7" R-1918 W-7" III TYP. Al Inp TPI -95 D si n Criteria: TPI 17.3w1 FL/-/l/-/E/-/- Scale -. 1875"/Ft. CI 1:3 C1 C1 17-11 CI "" I M P O R I A N I A A ALPINE ENGINEERED PRODUCTS, INC. WARNING (BUSSES REQUIRE ERIREME CARE TC LL 30.0 PSF R E F R151- -85147 SHALL NOT RE RESPONSIBLE FOR ANY IN HANDLING, ERECTION AND - - n_ IMVLAIIOM FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 Of TPI. SEE THIS DESIGN P F� TC DL 7.0 P S F DATE 1 0/30/96 -I IAIIIINI IU 1111110 FOIL TRUSS IN CONFORMANCE WITH TPI FOR ADDITIONAL SPECIAL PENMANENI BRACING RE PT1 p c (_J L�--) L7 AIPINL (ONNI(TONS ARE MADE OF E06A GALV. STEEL MEETING ASTM OUIREM(NIS. UNLESS OTHERWISE INDICATED, TOP P%'Q� F BC DL 10.0 PSF DRW HCUSR151 96304054 A65) 6011 INCEPT AS NO1E0. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER Np.O IPNSS AND UNIISS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 P S F HC-ENG DAL WMR SEE • 170, 150 A 160A F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING tONnl CIONS PER ONAWI NGS -- 1 OF •.([[[/��j��jjj o A L P I N E (00110X"V/APPLICABLE PROVISIONS OF NOS E TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/91) FOR PROPER CJCP�, I TOT. L D. 47.0 P S F S E 0 N - 26854 -_ RUSS (_ (� ,JAI ONII ON[ TANGDNALINNOtAPPLIES NEL1[DTHE VPONONNOANYTOIIIENDEPICTED YAY NE RE DE SI LNDRYWALL TOAPPLICATION. TRUSS ERECTION COMtRA[TORNISH A COPY Of rN15 SIE D U R. FAC. 1. 33 FR0M B R r-I r-I I -- : SPACING S _24.0" 'Ir INTI\S NSfiIU ::NOS- IDNAL PFC IFI OR VO fi ON�. `. -- 00757A-I)EI.KEY 13 ATTIC THIS DWG PREPARED FROM COMPUTER INPUT (LOADS h DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x6 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) BOT CHORD 2x8 SP pl :83 2x4 SP #2 N: UPLIFT (LB): 790 900 WCBS 2x4 SP M3 :WI, W7 2x6 SP #2 N: BRG.LOC (FT): 0.00 20.54 TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . DIIILCTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. COI.I.AR-TIE TO BE BRACED WITH 1X4 #3 HEM-FIR OR BETTER CONTINUOUS I.ATERAL BRACING AT 24" O.C., UNLESS A RIGID CEILING THIS ATTIC TRUSS DESIGNED TO SUPPORT ADDITIONAL LOAD OF IS AITACIILD DIRECTLY TO IT. BRACING MATERIAL TO BE SUPPLIED 40.00 PSF LIVE LOAD AND 10.00 PSF DEAD LOAD ON BOTTOM CHORD AND ATTACIIED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION FROM 04-00-12 TO 16-06-12. THIS SAME SECTION SUPPORTS CONTRACTOR. 10.00 PSF DEAD LOAD ALONG TOP CHORD DUE TO CEILING LOAD AND 0.00 PSF ALONG THE KNEE WALLS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X5- 1.5X410 6 1.5X4M 83 6 5X510 1.5X4= 1.5X4111 1.5X4= 5X740 6-9-10 W1 8-3-0 W7 5-11-5 5-8-5 12-6-0 BIK -3-0 2X4111 6X6= 6X6= 2X4111 7X10$ f+ L�_4-0-1211 lie 12-6-0 4-6-12--� C Y 0.0 ' 1 _ 10-3-12 _1 _ 10-9-12 21-1-8 Over 2 Supports —� R-1749 W-3" R-1885 W-7" PLT TYP. AlDine TPI -95 Design Criteria: TPI 17 3w1 FL/-/l/-/E/-/- Scale -.1875"/Ft. c1 0 0 o a o AA IMPORTANT** µPINE ENGINEERED PRODUCTS, INC. WARNING TRUSSES REWIRE EXTREME CANE TC LL 30.0 PSF REF R151- -85206 ESIGN SMALL MHESOT Of AE SPONSIOLE FOR ANYSEE IM HANDLING, ERECTION AND Q IAIIUAEOTOFBUILDTHIS THEOTOUSS IN CONFORMANCEFWITHI CRT IIMIS.T►1 OR ANY FORCADDITIONALIB.SPECIAL PERMANENTTHIS BRACINGIGN RE If n/�F TC DL 7.0 PSF DATE 10/30/96 r ALPINE CONNECTORS ARE MADE Of 206A GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP �PQ;t(�1Cgr1, BC DL 10.0 PSF DRW HCUSR151 96304044 C� Q M Q A653 GO))EICE►T AS NOTED. APPLY CONNECTORS TO EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PROPER V No.22631�. B C L L 0.0 P S F H C-ENG DAL/WMR O O TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD •� •,� A L P I N E CONNECTORS►fA DRAWINGS 130, 150 ► 160A•F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING •• SEE _ CONFORM v/A►PI ICAOIE PROVISIONS Of MDS ►TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/91) f0A PROPER , TOT.L D 47.0 P S F S E 0 N 26856 _'r\-1,\.\V\I^-' STATE OF p SEAL ON THIS BRAYING APPLIES TO THE COMPONENT DEPICTED NEVE DRYWALL APPLICATION. FURNISH A COPY OF IRIS ,+�.•�1oglp►;.� DUR. FAC• 1.33 FROM B R ��R U S STT-- IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. s>FEt�' ' ■.-� � , n (AIgS 'YS EI TUI MDS- (DRAT D SICU IF[CI/IC TION FOR YOOO CONSTOUCTION SPACING 24.0 M F0757A-PELKEY - 14 ATTIC THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 101' CHORD 2x6 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) BOI CHORD 2x8 SP #1 Dense :B2 2x4 SP #2 N: :B3 2x8 SP #2 N: UPLIFT (LB): 800 760 WEBS 2x4 SP #3 :W2, W7 2x6 SP #2 N: BRG.LOC (FT) : 0.00 18.02 TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). IPRfDICTED HORIZONTAL MOVEMENT IS 0.36' DUE TO LIVE LOAD ENCLOSED BUILDING. THIS TRUSS MAY NOT BE LOCATED AND 0.23' 0[11: 10 DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. DU IFCTION CRITERIA IS 1./360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ]Ills ATTIC. TRUSS DESIGNED TO SUPPORT ADDITIONAL LOAD OF 40.00 I'SF LIVE LOAD AND 10.00 PSF DEAD LOAD ON BOTTOM CHORD (A) SCAB BRACE; SAME SIZE AND GRADE AS WEB MEMBER. LENGTH TO BE IROM 01 -06-08 TO 14.00.08. 1111S SAME SECTION SUPPORTS MIN. 80% OF WEB LENGTH. ATTACH WITH 16d NAILS ® 4"O.C. 10.00 PSF DEAD LOAD ALONG TOP CHORD DUE TO CEILING LOAD BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. AND 0.00 PSF ALONG THE KNEE WALLS, COLLAR-TIE TO BE BRACED WITH 1X4 #3 HEM-FIR OR BETTER 5X5- CONTINUOUS LATERAL BRACING AT 24' O.C., UNLESS A RIGID CEILING 1.5X401 IS AITACHID DIRECTLY TO IT. BRACING MATERIAL TO BE SUPPLIED AND AFIACHLD AT 110111 INDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 5X8(**)M 6 1.5X4111 LFII IND VI:RIICAI UFSIGNI'D FOR VERTICAL LOADS ONLY. 1.5X4 82 1.5X4- 6 1.5X401 5X7Q (B) (1) 2X8X16'-0' SO. PINE #1 Dense SCAB BRACE ATTACHED TO 6-9-10-- BOTTOM CHORD WITH 16d NAILS ® 4'O.C. AND LOCATED WHERE,SHOWN. BRACING MATERIAL TO BF SUPPLIED BY ERECTION CONTRACTOR. (A) W 8-3-0 7-2-7 W7 5-8-5 12-6-0 B3 5X8(**) 3-0 5X5M 8X12- (B) 5X5- 6X6- 2X41!1 O � 6 B —12-6-0 4-6-12-� Y� 2.0-0 1_ 7-9-8 _I_ 10-9-12 _I i le 18-7-4 Over 2 Supports R-1733 W-3' R-1664 W-1' PLT TYP Alpine Desiqn Criteria: TPI 17 3wl FL - Scale -.1875"/Ft. 0 0 0 0 0 0 *" tMI'ORFANT** AL/INEENGINEEREOPROOYCTS, INC. WARNING TRUSSESREOUIREEXTREME CARE TC LL 30.0 PSF REF R151- -85210 SHALL NOT RE R[SPONS ISLE FOR ANY IN HANDLING, ERECTION AND =1 � M DEVIATION TOOK THIS DESI6N OR THESE SPECIFICATIONS, OR ANY BRACING, SEE NIR-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 10/30/96 10 BUILD RUSS IN RMANCE WIT" TPI FOR ADDITIONAL IAL ENT RE FBI P. O C-1 M O ALPINEECONNECTORSTARETHAVE OF 206AOGALY. STEEL MEETING ASTM OUIREMENTS. UNLESSCOTHERWISENINDICATEONGTOP P!-t 0 CF�1 A65) GA)) EXCEPT AS NOTED. AP/LY CONNECTORS TO EACH FACE Of CHORD SHALL 0E LATERALLY BRACED YIiN PROPER �G�a q�y BC DL 10.0 PSF DRW HCUSR151 96304052 0 0 0 o No.22e BC LL 0.0 PSF HC-ENG DAL WMR O O Tp USS AND UNLESS OTNERYI Sf LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYY000 SHEATHING, BOTTOM CH00.0 •�, ,0 A L P I N E Q CONN[CIOPS PER DRAWINGS ISO, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 47.0 P S F S E O N - 18381 CONT ORM Y7 APPL ICABLE PROVISIONS OF MOS B TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) F00.PROPER STATE OF UTRUSS SEALON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �S,; D(�R, FAC. 1 33 FR0M B R � IM ONLY, ANO SHALL MO!BE RELIED UPON IN ANY OTHER MAY. OE SIGN TO THE TRUSS ERECTION CONTRACTOR. �q�E —It Irus� snruT os - lye -r••oNA___�o� �.•••ECITu neM rRR Wono oHsnucnnN _ SPACING 24.0 H I 0/5/A III KI Y IlY In 7' SB)- 11115 OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR 1011 (:11091) 7x4 S11 p7 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) 801 CHORD 2x6 SII ry7 N HPI.IFT (LB): 940 950 WI IIS 7x4 %P #I BRG.LOC (FT) : 0.00 16.42 16.42 IRUSS DESIGNED FOR 110 MPH WIND, 22.74 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TDP) AND 5.0 PSF (BOTTOM) . III IILCIION CRIIIRIA IS 1./360 LIVE AND L/240 TOTAL LOAD. ENCLOSED BUILDING. pl 11111 01 SIGNI1) 111 5111111081 07-00 00 JACKS WITH NO WE13S. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 1111ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 50 1 .5X4111 3X8= 6 F^ 4X4(Al)=— 1.5X4f L-ni0-5-8 20-9-12 3X4- 5X8= � 3X6111 3X4111 SNC Lc---2-0-0--1 , I_ 7-0-0 _I_ 9-8-0 _1 16-8-0 Over 2 Supports R=1513 W=3.5" R-1716 W=3" PIT TYP Alpine TPI -95 Desion Criteria: TPI 17.3w1 FL/-/l/-/E/-/- Scale -.375"/Ft. L� O M Ej Ej 1-1 A A 1 M PO R I AN T A N ALPINE INGINLINID PRODUCTS. INC. WARNING TRUSSES REQUIRE IIINLME CARE TC LL 30.0 P S F REF R151- -82708 SHALL Nor DE RESPONSIBLE FOR ANY 1N HANDLING. fRLCTI0N AND C1 n DfVIAf1ON FROM THIS DESIGN 00 THLSE SPICIFICATIONS. OR ANY SNA(ING. SEE HIS BY TPI. SEE 1HIS DESIGN TC DL 7.0 P$F DATE 10/29/96 IAIIDNI 10 110110 Tiff INUSS IN CONFORMANCE W1111 IPI FOR ADDITIONAL SPECIAL PERMANCNI NRACINO RE AIVINL (ONNLCIONS ARE MADE 01 x06A GALV. SIlIL MEETING AS IM OUINEMENIS. UNLESS OTHERWISE INDIIAILO, TOP SIP T �z.�/� BC DL 10.0 PSF DRW IICUSR151 96303025 Q Q Q A651 GAIT EACEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED Wlffl PROPER G '�!•;G TRUSS AND UNLESS OTHERWISE LOCATED ON Tiff% OLSIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD ND'2°EJ m•; c�1 0 A BC LL 0.0 PSF HC-ENG ABE WPF ION if CIONS VER DRAWINGS TIO. 150 6 160A F. OISIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE • A�AA�..R '(r�� ;• A L P I N E [OMfOAM v/APPLICABLE PROVISIONS OF NOS A IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/11911 FOR PROPER S A TOT, L D. 4 7.0 P S F S E A N - 26727 / / I''1 SI AI OM iNiS GNAWING APPLIES TO THE CONVONENT DEPICTED HERE DRYWALL APPLICAi ION, iURN(SN A C01•Y OF THIS ] TATS 0r (_--••(((!!!//////Lllfff--111••T[P I)S S[( IN ONE r. ANO 511ALL NOT BE AE11E0 UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONINA[TOR. �5� 10P;r�� cD-URFIIA�IC 1 .33 FROM B R 1 NU•.'. H I 11111 -lil. - i - ONAI 1 i f 11 I _�N YOUI n I I TIN � ....J P A--- G D" ._._.1 _� ( OISIA-1111 KI Y 117-112 9' SB THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR foil CIIORO 2x4 SP a2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) B01 CHORD '1x4 SI' y7 N UPLIFT (LB) : 590 470 WI Its 7x4 %P p I UItG.LOC (FT) : 0.00 16.42 TRUSS DESIGNED FOR 110 MPII WIND, 23.24 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . DLIIICIION CRI I[ItIA IS 1 /360 LIVE AND L/240 TOTAI LOAD. INCLOSED BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGIO 0.1 11 ING OR CON] INUOUS LATERAL BRACING Af 24" D.C. 1.I11SI III PROIII RI Y At IACIII I) 10 illi- BOTTOM CHORD. 5X55 2.5X4= 1.5X4111 6 (— 1 .5X4 0-3-8 20-9-12 3X8= 5X5 2.5X4(Al)!m J14 L,---2-0-0-a-j 1_ 9-0-0 7-8-0 _I 16-8-0 Over 2 Supports R-962 W-3.5" R-757 W-3' P .T TYP. A1 )Ine TPI -95 Desiqn Criteria: TPI 17.3wl FL/-/l/-/E/-/- Scale -.375"/Ft. I-1 C] C] Cj C7 C::) A A I M P O R I ANT AIPINL lNGINtIMED PRODUCTS. TNI. WARN I NG TRUSSES REQUIRE IYfOINE CARE TC LL 30.0 P S F R E F R151- -82709 SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING, LRLCTION AND 1-1 C1 m DIYIATION PROM THIS DESIGN OR THESE SPECIFICAtIONS, OR ANY BRACING, SEE HIO-91 BY TRI. SEl THIS DESIGN TC OL 7.0 P S F DATE 10/29/96 C] F-I m M fAIIUNI t0 BUILD III[ TRUSS IN CONFORMANCL WItH IPI FOR ADDITIONAL SPECIAL PERNANENI MRACING RE L-] m (� C.) ALPINE CONNECTORS ARE MADE OF 20GA QALY. SIEEL MEETING AST" OUIREMENTS. UNLESS OTHERWISE INOI(ATEO, TOP �P�-P...9..'.A'jX BC DL 10.0 PSF DRW HCUSR151 96303008 F---3 Q n Q A03 GR)J EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER (�� •�j„y C• L� Q TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD No.rB;lp V11% BC LL 0.0 P S F HC-ENG A B E W P F A L P I N E L� (ONNL(T00.5 PCR DRAWINGS 170. 150 B 160A F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CE II TNG • SEE TOT, L D. 4 7.0 P S F S E D N 26730 CONIORM Y/APPLICABLE PROVISIONS OF NOS L TRI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (111/91) FOR PROPER T R U S S SIAL ON II.IS D0.AYING APPLIES TO TIfE CONVON[Ni DERICICO HERE DRYWALL APPLICATION. FURNISH A(DVY OF THLS TAT[0� '•2 DUR.FAC . 1 .33 FROM B.R [_ IN ONLY, ANO S1MLL NOT BE RELIED UPON IN ANY OTHEA WAY. DLS14N TO THE TRUSS ERECTI^N CONIRACtOR. ••OPiIDF;•�' I—) f"—) l INg15 NSdiill NII•. -ENAI -=4-- =4- ,I IO �T SPACING 24.0" I O/S/A-1111 KI Y - 11:1 11 ' SB TIIIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR AHP CHORD 7x4 SP pl7 N 2 Complete Trusses Required BOI CHORD /XII SIT #? II WI IIS 7x•1 SP y3 NAILING SCHEDULE: (0.1310.0_g_nails) 1011 CHORD: l ROW @ 16" o.c. BOT CHORD: I ROW @ 8" o.c. 11ROV1D1' UPI IfI CONNI6.IIONS Al BEARINGS AS INDICATED. (SBC) WEBS : 1 ROW @ 4" o.c. 111111f I (IB) : i/li() 2050 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BRG.LOC (FI) : 0.00 16.42 IN EACH ROW TO AVOID SPLITTING. il(USS UFSIGNLD FOR 110 MPII WIND, 23.76 FT MEAN IIFIGHT, (1) 1/2"—bolts MAY BE USED FOR 2 0.13lx3.0_g_nalls ON Willi DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). TIIE BOTTOM CHORD ONLY. FNrIOSED BUILDING. THIS TRUSS MAY NOT BE LOCATED 1411111N A 8.50' [NI) LONE FROM EDGE OF THE ROOF. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. SPECIAL LOADS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. - - ---- (LUMBER DIIRJ AC.-1.33 / PLATE OUR.FAC.-1.33) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TC From 74 I'Lf at 0.00 to 74 PLF at 16.67 IIC Frum 20 PLI al. 0.00 to 20 PLF at 5.00 IIC Frum 341) 1111 al. 5.00 to 349 PLF at 16.38 IIC from 20 1111 al. 16.311 to 20 PLF at 16.61 IIC 1218 I_B Conc. Load at 3.75 5X7 1 .5X4111 4X40 s 1- 0-7-4 +20-9-12 3X6(Al)� 3X811 5X5= 218# 4X4 ++ C I t4 11-0-0 _1_ 5-8-0 I �--- 16-8-0 Over 2 Supports —� 11==3125 W-3.5' R-3403 W=3" PLT TYP. Alpine TPI -95 Desicin Criteria: TPI 17.3w1 FL/-/l/-/E/-/- Scale -.25"/Ft. C3 C7 M C=7 ED I--] A A I MI1 O R 1 A N T** ALPINE ENGINEERLD PRODUCTS. INC. WARNING TRUSSES REOUTAE I1INEME CARE TC LL 30.0 PSF REF R151- -82711 SHAH NOT BE RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND E=) = C3 r DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS 91 BY TPI. SEE THIS DESIGN T C D L 7 0 PSF DATE 10/29/96 IAILUNE 10 BUILD THE TRUSS IN CONFORMANCE WITH TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE J C:D AIPINI (ONNIC/ORS ARE MADE OF TOGA QALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOI �P�ATI jc riq BC DL 10.0 PSF DRW HCUSR151 96303026 A65)GNLI EF(EPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER ;0� "bk•'G r �---1 TRUSS AND 11NILSS OTHERWISE LOCATFO OM THIS DESIGN. POSITION U ATTACHED PLYWOOD SHEATHING. BUTTON CHORD .j 'o;^e� BC LL 0.0 PSF HC-ENG ABE WPF (ONMI(TONS PIN DRAWINGS 150. 150 A 140A P. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEIIING SEE �/��S(�I��()�� • o A L P I N O (ON/ORM W/APPIICABLE PROYISIONS Of NDS B TPI, AN ENGINEER'S ALPINE TECHNICAL UPOATE (111/91) TOR PROPER �(S� J P T 0 T.L D. 4 7 .0 PSF S E A N 26738 C� Ty SSI C�C I—� ;IAt ON THIS 00AWING APPLIES TO IHE COMPONINT DEPICTED NEPE DRYWALL APPLICATION. FURNISH A (OPY OF TRIS [A��•. .(2A7•�0 '' E I�Ty +� J SI IN OM(V. AND SHALL Nor BE S-PE--LIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONIPACTON. �:-� �� DUR.FAC. 1 .33� FROM B .R :: I I , : IN(IS•, r::.. `.1311111111 ::1111 - ( ,NAI i .•1(1111 IR WIIIII �.IIIIN M' �PAI. / IIJ r... L1 / ,� 1 0/5/L 14-1 KI Y 114 IIIE THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR 1011 CHORD 7x4 S11 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) 1101 CHORD 7x4 SP bl Dcnse UIII.IFT (LB): 910 710 WI BS 7x4 S11 #3 BRG.LOC (FT) : 0.00 13.75 TRUSS DESIGNED FOR 110 MPH WIND, 22.74 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). PREDICIII) HORIZON[AL MOVEMENT IS 0.22" DUE TO LIVE LOAD ENCLOSED BUILDING. AND 0.09" DUI, 11) DIAD LOAD Al ONE SUPPORT, DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. #1 Jill' D(.Si(;NI0 10 SUPPORI 0/-00.00 JACKS WITH NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1217.13 LBS. 5X5m 3X80 3X8e 6 —16 3X8(A1)� 3X8(Al)ft 5X7= 5X70 5X7- 20-9-12 43 L-2-0-0-- 7-0-0 7-0-0 3-3-8 1-5-0 3-3-8 14-0-0 Over 2 Supports R=1408 W=3,5" R-1217 W=3" III IY1T. A1 )Ine TPI -95 Desian Criteria: TPI 17.3w1 FL/-111-/E/-I- Scale -,375"/Ft. I C_.1 r_-) U t A r� A A I MPOR I AN I'k k ALPINE LNGINEEREU PRODUCTS, IN( WARN I NG TRUSSES %"lot UIWINC CARE TC LL 30.0 PSF REF R151- -82713 _ SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING, (PIETION AND C_1 r-I 0111AIION IRO" THIS DESIGN OR THESE SPECIFIIATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE ]HIS DESIGN TC DL 7.0 P S F DATE 10/29/96 I-1 C_J L_T t.1 PA1111RE 10 111111,E) THE TRUSS IN CONFORMANCE Will] TPI FOR ADDITIONAL SPECIAL PERMANENT RRACING RE LS ER PF AIPINL CONNECIOPS ARE MADE Of 20GA 6ALY. SII EI MEETING ASTM OUIRENENTS, UNLESS OTHERWISE IN01I.AIED. TOP ,t1, pTI /.,/1, BC DL 10.0 PSF DRW HCUSR151 96303009 q A6SS GATT LICEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER G 'U�•,Z O r_� TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD ��' NO 039�•� BC LL 0.0 P S F HC-ENG A B E W P F IONNL(IONS PIR DRAWINGS 150. ISO 6 160A F. DESIGN STANDARDS WITH PROPERLY ATTACHFO RIGID(CITING -• SEE Q �• TOT.L D. 4 7.0 P S F S E O N - 26733 o A L P I N E CONFORM W/APPLICABLE PROVISIONS OF NOS 6 FPI AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/911 /oP PROPER TgTC OFe _Ir\-�1\.\V\1^rte, SUI ON THIS GNAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A(OPY OF THIS ]:•.CZ s ..gfEm►. DUR"FAAC, 1 .33 FROM B.R T S S IN OMI Y. ANO SHALL NOT BE RFIiEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONIPA(IOR. �ti•1 II ) ' —1 NAI ur ill( vnn0 . ON 'YF� �p4 �' _ '—'4 n _-4 1-075/A PI KI Y 115 V1.T) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 7x4 SIF J/'l N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) 110f CHORD '1x4 Sfl J/7 N 11111IFT (LB): 540 350 WI IIS 7x4 til' #.I HRG.LOC (FT) : 0.00 13.75 TRUSS DESIGNED FOR 110 MPH WIND, 22.74 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). DF11C11 ON CRI1ER1A 1S L/360 LIVF. AND L/240 TOTAL LOAD. ENCLOSED BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A ItIG11) CI II ING OR (ON IINUOUS I.AIFRAL BRACING Al 24 0.C. IIUSI NI 11HOPI RI Y Al IACIII D 10 1110 BOTTOM CHORD. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 640.93 LDS, 5X5= 6 r `16 (Al)--, 2. 5X4(A1 Y 2.5X4 5X5=' 5X57= 20-9-12 a 1 L<-2-0-0->1 I 7-0-0 1- 7-0-0 3-3-8 _1 3-3-8 7-5-0 14-0-0 Over 2 Supports _I R-828 W=3.5" R-641 W-3" 1711 IYP. A10mo (PI -95 Design Criteria: TPI 17.3w1 FL/-/11-]E/-/- Scale -.375"/Ft. [=] I_1 L;] U "AIM1,oRIAN("N ALP[HEFN41Ml1AU1PRODUIS. IHE- WARNING TRUSSES RLOUIREUINIMECARE TC LL 30.0 PSF REF R151- -82715 SHALL NOJ RE AESPONS(BLE FOR ANY IN HANDLING, (NLC7ION AND DEVIATION FROM THIS DESIGN OR THESE SPf(IJICAIIONS, 01 ANT BNACING. SEE HIS-91 BY TPI. SEE 1141S DESIGN TC DL 7.0 PSF DATE 10/29/96 L_► n L.) C3 1All TIRE IU 811110 HTE TRUSS IN CONFOAMAN(1 WITH TPI FOR ADDITIONAL SPECIAL PERMANkNI NNACING RE �IEI]P AIPINI CONNECTORS ARE MADE Of 20GA GALV. STEEL MEETING ASTM OUIREMENFS. UNLESS OTHERWISE INDIUTED, TOP r.J � —1- ,Az BC DL 10.0 PSF DRW IICUSR151 96303010 Q t� r-1 AW57 GAIJ EACEPF AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER G -�f•;y Q TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD •�• No. 8,1 �•:• B C L L 0.0 PSF HC-ENG A B E W P F A L P I N E Q (UMNk(TORS PER DRAWINGS 130. 160 1 160A f DESIGN STANDARDS WITH PROPERLY ATTACHED 01610 CEIIING SEE nW.V(./�P TOT.L D. 4 7 .0 PSF S E O N - 26740 _ IONIWNM W/APPLICABLE PROVISIONS OF HIS B FPI. AM ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 TUN PROPE0. w�S1SYKtl�tT1L�aC (-I ;CAT UN 11111 DRAWING APPLIES TO THE (OMl'ONINT DEPICTED HERE DRYWALL APPLICATION. FURNISH A(DPT OF THIS 1�j�, ', 4'•• � •�?oF7m►. DUR . FAC. 1 .33 FROM B.R T� 'I S St I IN UNI r, AMU S11A1L NOF BE RiLIEO IN'ON IN ANY OINfR MAY, Dk SIGN JO THE TRUSS ERtCIION(ONIPAI TOR. � -•••,•�\ .-;� ► -► 1 I -- :1!. _ 1 UNAI I ,.CIPIf .W MOUb ., �E {...0 I7:q r `4_ (111 ,. ,1 IRU•. 1111111 .IInN I01S IA-PIIKI Y 1]6-111 7'9" SB VLT THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR IOP CHORD 2x4 SP N7 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) 1101 C1101D 2x4 SI, N2 N twi-IFT (LB) : 510 410 WI 14S 2x4 SI' #3 URG.LOC (f 1) : 0.00 13.75 TRUSS DESIGNED FOR 110 MPH WIND, 22.92 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . I)LII.ECIION CRI [F-RIA IS 1./360 LIVE AND L/240 TOTAL LOAD. ENCLOSED BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID Cr..11ING Oil CONTINUOUS LATERAL BRACING AT 24" O.C. MUSI BL PROPIRLY AfIACHED f0 fHE BOTTOM CHORD. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 629.75 LBS. 5X7m 3 X 3m-= 3X404 4-2-11 2.5X4(Al)100 J 4 5X56a 2.5X4m 5X54 41— +20-9-12 1.5 X 4111 LRE-2-0-0--->j 1_ 7-9-0 _I_ 6-3-0 J F 3-3-8 �1 7-5-0 'T` 3-3-8 -1 —14-0-0 Over 2 Supports 30.1 R=839 W=3.5' R=630 W=3" III TYP. Alpine TPI -95 Desi n Criteria: TPI 17,3w1 FL/-11/-/E/-/- Scale –.375"/Ft. I_I L:-j M C:] I_1 ro A A IMPORTANT** ALPINE ENGINECNED PRODUCTS. INC. WARNING TRUSSES REQUIRE I/IAEME CARE TC LL 30.0 P S F R E F R151- -82717 _ AIL NOT RE RESPONSIBLE EOR ANY IN HANDLING, FRICTION AND (•_I 1::1 1::3 � SH D(YIAIION IRON THIS DESIGN OA THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO.91 BY TPI. SEE TIIIS DESIGN TC DL 7.0 P S F DATE 10/29/96_ F—A I--7 I-I IAIIUAI 10 BUItO EIN TRUSS IN(ONIOAMANCE W1114 TPI TOO ADDITIONAL SPECIAL PERMANENT BRACING RE ERp� [� Q L-1 I=) AI PI NI LDNNC(TURS ARE MADE Of TOW GAL Y. STEEL MEETING ASiN OUTAE NENI S. UNLESS OTHERWISE INUI DIED, TOP {iT IF'jt'/1. BC DL 10.0 PSF DRW HcusR151 96303011 Q O Q O AOSI GAAI EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PROPER G 7J•Z O TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD •�� ?;'�'•; B C LL 0.0 P S F HC-ENG A B E W P F d A L P I N E Q (ONN(CTORS PEA OIAOLE'WINGS 130, ESO B NOOA E. DESIGN STANDARDS WITHALPINE PROPERLY ATTACHED RIGID CEILING •• SEE A TOT. L D. 4 7.0 P S F S E A N - 26742 1UN10NN Y/APPLIUBIE PROVISIONS SIGNS OF NDS B IPI. AN ENGINEER'S AI PI NE TECHNICAL UPDATE (7l 11911 FOR PROPER , TATE O 1 7 L_ SfAI UN fill$ ONAWING APPLIES TO THE COMPON(NT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS •••, •• -� S S � - 'sQi1DP.. DUR . FAC. 1 .33 FROM B.R I I I I I IN NNI Y. ANO ,HAIL 0001 BE REI IED UPON IN ANY OTHER WAY. O[SIGN TO TfiE TRUSS ERECTION CONINACfOR. �, • • \\ 1 i ( I rn .Nu• »"I:S�tt 11111•' "'ll 74. iMAT III - -C111[ i Y011 1111N F0751A•111 KI.Y - 1"16.112 9'9" SB VLT THIS OWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR 1011 CHORD 2x4 SI' #1 Dense :12 2x4 SP #2 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) 1101 CHORD 2x4 SI' b7 N UPLIFT (LB) : 500 440 WI IIS Ix4 SP #3 1IRG.LOC (F1) : 0.00 13.15 TRUSS DESIGNED FOR 110 MPH WIND, 23.42 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . DEfIEC110N CRITERIA IS 1./360 LIVE AND L/240 TOTAL LOAD. ENCLOSED BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. (A) IX4 "1" BRACL. SAME GRADE. AS WEB MEMBER. ATTACH WITH Bd NAIIS 61 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. IRICIION CONIRACIOR. BRACE LENGTH TO BE MIN. 80% OF MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NIB IINGIH. PROVIDI ((ANGER Al RIGIIT END OT TRUSS FOR 629.22 LBS. 6X80 T2 3X3" 6 (` 1.5X4111 (A) 5-2-11 3X4(Al)O' 5X14$ 5X599 1 l✓ 20 9 12 4 4 1 .5 X 4111 Le-2-0-0 !_ 9-9-0 J- 4-3-0 _I (` 3-3-8 �1 7-5-0 - —F 3-3-8 -- 14-0-0 Over 2 Supports _1 R=640 W=3.5' R-629 W=3" I11.1' TYP. Alpine 1PI -95 Desi n Criteria: TPI 17.3w1 FL/-/l/-/E/-/- Scale —.375"/Ft. Q ""1l41101t1ANT"* SHAT LENOT`IfIPESP0' To" '0RLMID PRODUCTS. IANY WARNING INUHANDLING, LREC110NCAND TC LL 30.0 PSF REF R151- -82719 1)tYLATION/RUN THIS OIS164 ONE SPtI It(CATION[. 0R NCANY BRACING. SEE "It.III BY TP 1. SEE IIII S DESIGN TC DL 7.0 PSF DATE 10/29/96 IAIIUPt 10 NUHD THE TRUSS IN CONTORNANtE W1111 TPI FOR ADDITIONAL SPECIAL PERNANENI O ACING RE \,•(ER P� AIYINL tOhht(IOPS ARE MADE OF TOGA GAIY, SiEFI MEETING ASIN OUIRENENTS. UNLESS OTHERWISE IN01(AIEO, TOP f1 P(I��C•,/t BC DL 10.0 PSF DRW IICUSR151 96303012 L_1 (_, G1 [::-j Abs/(,R)F [1(tPT AS NOTIO. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED Wltll PROPER :G �!•,Z [PUSS AND UNLLSS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, 8011011 CHORD ��' No. L BC LL 0.0 PSF HC-ENG A B E W P F ALP I N E Q LONNtC[OPS PFR DRAWINGS 150 t 11 A-1. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE P TOT.LD. 47 .0 PSF S E O N - 26745 CONE OPM W1 AP PL(CABLE PROYI SI ONS OF NOS A TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER '•,•,' T O :-7 �-\T�I�1 SL Al ON 11115 ONAYIRG APPLIES ID THE tONYONf NT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TH12 (Al/ 'Q�)d, DUR . FAC. 1 .33 FROM B.R ( -]TRUSS[-. " _ IR UNI Y. AND SHAIF 1101 BE Rtt IED UPON IN ANY OIHFR WAY, DLSIGN TO THE TRUSS ERECTION ON CONTRA(700.. E_.. ° I -: I . I 1Pu15 .1111111 IS - I DNA) 0 FCIFIC --Y YO D TION M' SPAC I NG 24.0'F __� ,... 10757A-I'll-KI Y - 116-113 11 '9" SB VLT THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR IDI' CHORD 2x4 SI' #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) 1101 CHORD 2x4 SI' #2 N 011LIFT (LB) : 490 490 WI IIS 2x4 SI' #3 11kG,LOC (FT) : 0,00 13.75 IRUSS DESIGNED FOR 110 MPII WIND, 23.92 FT MEAN HEIGHT, WIFII DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) , DIILFf.IION CRI II IIIA IS 1 /360 LIVE AND L/240 TOTAL LOAD. INCLOSED BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A ItIG11) CF II ING, LIR CON IINUOIIS LATERAL BRACING AT 24" 0.C. 1411S i)i I'R01'I RI Y AI IA(:III U 10 IIIL BOT FOM CHORD. PROVIDE IIANGER AT RIGHT END OF TRUSS FOR 629.24 LBS. 5X5 1.5X4111 6F- 6-0-3 4X4-0 2. 5X4(A1)-- 5X5=- 5X5' ZO-9-12 1 4 4 1_ 3 X 3� L<- 2 0 0---:!,J 11-9-0 _t_ 2-3-0 - 1 - 3-3-8 7-5-0 T 3-3-8 14-0-0 Over 2 Supports— _I R-840 W-3.5" R=629 W-3" III T 1*Y11. Al Tin(! TPI - 95 Desi n Criteria: TPI 17 3w1 FL/-/l/-/E/-/- Scale -.375"/Ft. G7 C 1 p OC3 Cj- A A I MI'()it l A N T** ALPINE ENGINEERED PRODUCTS, INC. WARNING TRUSSES REQUIRE LXIRIME CARE TC LL 30.0 PSF REF R151- -82720 _ SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING, EPCCTION AND LI �•-'- UIYIATION IPO" THIS DESIGN OR THESE SPFCIIICATIONS, OR ANY BRACING. SEE HIB 91 91 TPI. SEE (HIS DESIGN TC DL 7.0 PSF DATE - 10/29/96 L� 0 LAIIDPL IO 5011D THE TRUSS IN CONFOANAN(E WITH TPI fOR ADDITIONAL SPECIAL PERMANENT BRACING RE ERP A1PIh1 (ONNECtORS ARE NAGE OF :OGA GAL Y. STEEL NEETING ASSN OUIPFMENTS. UNLESS OTHERWISE INDICATED, TOP �P aT-e�L•��2 BC DL 10.0 PSF DRW HCUSR151 96303013 Q Q A651 GRIT EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER •O� 7f,Z Q TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BDFiOM CHORD BC LL 0.0 PSF HC-ENG A B E W P F (ONNt(IURS PER DRAWINGS ISO, 150 B 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEIIING •- SEE �I�. o A L P I N E (ONIUM,Y/APPLICABLE PROVISIONS Of NDS L FPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1191) FOP PROPER �( TCS off. T 0 T.L D. 47.0 PSF S E O N 26747 St At ON ItHS DRAWING APDl1E5 TO 111E COMVONFMF DEPICTED HERE DRYWALL APPLICATION. FURNISH A (DPW OF THIS CUrh• 333 DUR FAC. 1 . 33 FROM B•R sI IT v S S�\l I IN UNI Y. AMO SHAtI NOT BE PtL1ED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONIPA(TOR +�A �� 11 b I 1 I I Rua r mill - T' NAI Dt (IIIc vnnD rnN C cU T+ -,PAC I ,r --4 0 -- — 10757A•1111KF Y 111 COMMON TATs DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR IOP CHORD 9x4 SI' J)9 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) 11111 (11101ti) '1x4 SII #9 N UPI IFT (L B) : 490 490 WI HS 9x4 SIT #A Ilk G.LOC (F1) : 0.00 13.75 TRUSS DESIGNED FOR 110 MPH WIND, 24.15 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). DIIILCIION C.RITLRIA IS 1 /:360 LIVE AND L/240 TOTAL LOAD. ENCLOSED BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. 106111 fN0 VfRIICAI DISIGNFO FOR VERTICAL LOADS ONLY. A RIGID CEILING OR CONIINUOUS IATERAL BRACING AT 24" O.C. MUSI BE PROPERLY AIIACIIFO TO THE BOTTOM CHORD. 4X4= � 6 1.5 X 4111 PROVIDE HANGER Al RIGIII END Of TRUSS FOR 629.24 LBS. 1.5 X 4111 6 (- 6-0-3 2X4(Al 20-9-12 3X4- 3X3= 1 L*--2-0-0-a-j I 12-8-0 ide—-- 14-0-0 Over 2 Supports —� R-840 W-3.5" R-629 W=3" PIT TYP. Alnine TPI-95 Design Criteria: TPI 17 3w1 FL/-/11-/E/-/- Scale -.375"/Ft. Cl [—, CI C] Cl I--] A* I M P O R I A N T** ALPINE ENGINIERED PRODUCTS. INC. WARNING TRUSSES REQUIRE EfIREHE CARE TC LL 30.0 P S F REF R151- -82722 SHALL Nor RE RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND OIVIAIION foom THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEF THIS DESIGN TIC DL 7 .0 P S F DATE 10/29/96 IAI1001 10 811110 INE TRUSS IN CONFORMANLE WI III TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE AT PINI IONNEI TORS ARE NAVE OF SOGA GALT. STEEL MEETING ASTM OUIRENENTS. UNLESS OTHERWISE INDIIArLV. TOP �,P�-......A' BC DL 10.0 PSF DRW Ncusa151 96303014 O A6S1 GR S/ TAC[Pf AS NOTED. APPLY CONNECTORS f0 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER O� ilk.y 1011& AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD �I. NO.2:1 �`:. BC LL 0.0 P S F HC-ENG A B E W P F A L P I N E IONNt(TDAS PIR DIkAWING1 110. ISO A 160A DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID(TILING •• SEE Q 1ON10PN Y/AV PL IC ABLE PROVISIONS OF NDS A TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/91) FOR PROPER {�)Q�7[�.L•Q� • TOT. LD 47.0 PSF SEON - 26749 AT ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS •.• tOF I 'T IISS, 1 IN UNI/ ANO ;IIAII Not BE PEI IED UPON IN ANr OillEp MAY. OI SI GN /0 THE TRUSS ERECTION(UN10A(FOp. DEUR. FAC. 1.331 FROM B.R 1 I 1 I I Au•n nlul r. - 1 )NAT D nrlc Worm InN C _ Ar _ n. _ 10151A-111 Ki Y 118 THE THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR 101' CHORD 2x4 SI' N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) HOl CHORD ?x4 SI' 11 UPLIFT (LB): 510 510 WLBS 2x4 SI' (J3 BRG.LOC (FT) : 0.00 7.38 ]RUSS DESIGNED FOR 110 MPH WIND, 31.51 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . DIIIFC.IION CRITI-RIA IS 1 /360 LIVE AND L/240 TOTAL LOAD. ENCLOSED BUILDING. #1 1111' DISIGNID 10 SUPPORT 03 10-00 JACKS WITH NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X4= 6 (- —16 30-4-8 1.5 X 4111 2X4(Al)=- 2X4(Al)= L<--2-0-0-->j L-e-2-0-0-->J 1_ 3-10-0 1_ 3-10-0 _I Q 7-8-0 Over 2 Supports-- R=643 W-3.5" R-643 W=3.5" PIT TYP. Alpine TPI -95 Desian Criteria: TPI 17. 3w1 FL/-111-/E/-/- Scale -.375"/Ft. [� L1 C-] O ""I M P O R I A N f R A. ALPINE WITHERED PRODUCTS, INC. WARN I N G IRUSSES REQUIRE tliRt ME CARE TC LL 30.0 P S F R E F R 1 5 1- -82724 SMALL NOI BE RESPORSIBLE FOR ANY IN HANDLING, FRECEION AND � ULYIAIION FROM ILI OE SI GN OR ENE SE SPECIFICATIONS, OR AMY BRACING. SEE HIS.91 BY TPI. SEE THIS DESIGN TC D L 7.0 P S F DATE 10/29/96 1-_-] (-.I I-] I I f A11URf 10 BUIIO 111[ IRUSS IN CONFORMANCE WITH Till FOR ADDITIONAL SPECIAL PERMANENT NNACING RE 4,1ER P� [_] L=] [_] (_] AIVINI [UNNLCIORS ARE MADE OF tO4A GAL Y. STEEL MEETING A5114 OUIRENENI3. UNLESS OTHERWISE INDIUIEO, TOP 1� ' / . BC DL 10.0 PSF DRW IICUSR151 96303015 AG51 GRI/ ERCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPE0. CI O TMUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD /• G �83��? BC LL 0.0 P S F HC E N G A B E W P F (ONNICIORS PLR DRAWINGS 110, 150 1 160A F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE I� A L P I N E (ONfORN Y/APPlICA6lE PROYISIOMS 01,401.,101%. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/91) FOR PROPER TOT. L D. 47. 0 P S F S EON 26751 I� ((�� C (` ;f M IIN THIS OM AWI NG APPLIES TO 111CONT OEP ICTEO HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS p7A7�O 1 IT 1\ U J 5� .. 1 111 ORi Y. ARU '. AII NOT It Oil ILD UPON IN ANY OIHIR WAY. 0151611 TO THE IPUSS INICTION(ON IPA(100 �SjF •• DUR. FAC. 1 . 33 FROM B.R � SPACING 24.0„ • 10751A-PIAK Y Ill) COMMON) - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR 101' CHORD ?x4 til' a'1 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) H01 CHORD 7x'1 til' b7 N IJI'I IFT (LB) : 420 420 WI Its 7x4 SII #:1 HRG.LOC (F1) : 0.00 7.38 1RUSS DESIGNED FOR 110 MPH WIND, 31 .51 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . DII1ACIION CRI If RIA IS 1./300 IIVF AND L/240 TOTAL LOAD. ENCLOSED BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. A ItIG11) 0111 ING IIIc CON IINUOUS IAIERAL BRACING AT 24" O.C. MUS I BI PRO111 RI Y A I I A(All 1) 10 1111 1101 TOM CHORD. 4X4= 6 (^ —7 6 30-4-8 1. 5X4111 2X4(Al)=— 2X4(A1)m L<--2-0-0-B-J 4-2-0-0-->J i_ 3-10-0 J_ 3-10-0 J ---7-8-0 Over 2 Supports R-513 W-3.5" R-513 Ws3.5" III IY(I. Alpine TPI - 95 Desion Criteria: TPI 17.3w1 FL/-/l/-/E/-/- Scale —.375"/Ft. I ] c1 I.1 c� r_� r_� AAIMPOkIANT** AIYINEEN4INELRLDPRODUCTS, "- WARNING TRUSSE.REQUIRE IIIPLMECARE TC LL 30.0 PSF REF R151- -82725 SHALL NOT OE RE SPONSI OLE FOR ANY IN HANDLING. FRICTION AND OIYIAf10N PROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 10/29/96 1411110E 10 BUILD THE TRUSS IN CONFORMANCE WITH TPI FOA ADDITIONAL SPECIAL PERMANENT BRACING RE �j ER p Q C� C� C� Al PINE LONNLCTORS ARE MADE Of ZOGA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 11P.PTIeix,,It/� BC DL 10.0 PSF DRW HCUSR151 96303016 Q m Q A611 GRIP EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER /G� 'r•,2 IRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOrrONCHORD BC LL 0.0 PSF HC-ENG A B E W P F COMPH(FAL P I N E �� cO Y URMOv14PVLICAeI[N►ROYISIONSGS 130, OOF NDSAAfTPOES�NNENGINELPDI AIPINES WITH RTECNNiCALOPERLY TUPDA/ER /11911IGID LFOR PROPER TOT.LD. 47.0 P S F S E O N - 26753 (� (''��\,�� :I At ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYYAIL APPI ICAri ON. FURNISH A(OPY 0f THIS c�,SSS�g7Cp .� I TR U SIM'--) IN UNI Y, AND:HAIL NOT BE REL ICD UPON IN ANY o1Nu WAY, DESIGN To THE TRUSS EALCTION CONIOAIIOA SoFa!o►•\ DUR. FAC. 1 .33 FROM B.R 1 , _ Nu,1 _ 111111 S - if NAI Ut CITIC - Y00f1 ..... IIDN �. SPACING 24.0" __4 1015/A III IKI Y 1l0 GDR. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 101' CHORD •7x4 SI' N7 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) 1101 CHORD 2x0 SI' )JY N 11111 IFT (LB) : 320 1300 WAIS 7x4 SIT N:1 Ill(G.LOC (FT) : 0.00 7.38 TRUSS DESIGNED FOR 110 MPH WIND, 31.51 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . UII11C11011 CRIILRIA IS 1 /360 LIVE AND L/240 TOTAL LOAD. ENCLOSED BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. SI'1 C.I AI 1 AADS (IUMUIR DUR.IAC.-1.33 / PLATE DUR.FAC.-1.33) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. Ic Irom /4 1111 at 0.00 to 74 PLF at 7.67 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. IIC II' m 20 1'11 a 0.00 to 20 PLF at 7.67 UC 1645 16 Colic. Ioad at 7.00 4X4 6 (` � 6 5X10= 5X10 30-4-8 1.5X410 16452# V 3- 10-0 _1_ 3-10-0 J ---- -7-5-0 Over 2 Supports 30 R•-44/ W=3.5' R=1918 W=3.5' 1111' IYP. Alpine IPI -95 Design Criteria: TPI 17 3w1 FL/-/l/-/E/-/- Scale -.375"/Ft. A A IMP 0 R I A N T** ALPINE ENGINEERED PRODUCTS, INC. WARN I N G TRUSSES REQUIRE WPEME CARE TC LL 30.0 PSF REF R151- -82727 _ SHALL NOT B[ RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND 1_-I �_ 171 C7 UIv1A11UN fRON THIS DESIGN OR THESE SPE CI FI C A(I ON S. OR ANY BRACING. SEE HID BY TPI. SEE IRIS DESIGN TC DL 7.0 P SF DATE 10/29/96 IAIUINL 10 BUIIO THE TRUSS IN CONFORMANCE WITH IN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE BSER p� C� L-1 C_I CI AIYINL <ONN[[TORS ARE MAGE OF t04A QALY. STEEL NEE TING ASTM OIIIPENEN15. UNLESS OTHERWISE INDICATED, TOP �P�PT��1L•% BC DL 10.0 PSF DRW HCUSR151 96303027 0 Q n Q A653 GRIT EILEVE AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER G "�1••Z c:3 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD • No.221P?0•S BC LL 0.0 PSF HC-ENG A B E W P F A L P I N E [� (ONNICIONS PIR DRAWINGS 130, 150 6 160A F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEIIING • SEE A TOT.L D. 47 .0 PSF S E Q N 26757 IUMI ONM Y/AVYI ICABIC PROVISIONS OF MDS A FPI. AN ENGINECA'S AI PINE TECHNICAL UPDATE (1/1/911 ION PROPE0. -��( �p� I C1 '.I Al UN 11113 DRAWIN6 APYI.ITS 10 UIE (OMVONINt OEPICIEO HERE DRYWALL APPI.ICATION. 1110NISH A(OPT Oi THIS '(jlj, pt- ATC OF -'TRUSS �- 1 IN IINI V. AMU Mgt NOT RE RIUED UPON IN ANY OIIILN WAY. DISIGN 10 THE TRUSS EPLCIION CONINAtION. DUR .FAC. 1 . 33 FROM B.R [ INH11 :1111111 1: - 1 INAI 11 (If IC t YODD TIONE�� SPAC I G 24 011 1075/A-ITIIKIY III III[- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR IOP CHORII Yx4 SP qt N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) Till I CHORD Yx4 SI' a% N UPL I FT (LB) : 1020 1020 WIAIS Yx4 SP BRG.LOC (FT) : 0.00 13.71 TRUSS DESIGNED FOR 110 MPH WIND. 32.30 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . IMIIICIION CRIIIRIA IS 1 /360 LIVE AND L/240 TOTAL LOAD. ENCLOSED BUILDING. ql 11111 111 SIGNI 1) 10 SIIP11010 07-00-00 JACKS WITH NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X4=- 6 X4=6 r- 6 4X4(A2)- 4X4(A2)- HL 30-4-8 3X4111 I-C-2-0-0-�-j LE--2-0-0-!mIJ I 7-0-0 I 7-0-0Le _I 14-0-0 Over 2 Supports ,I 11-1389 W=3.5" R=1389 W=3.5" 1111 1YP. A11Ine 11)1 -95 Desi n Criteria: TPI 17.3w1 FL/-/l/-/E/-/- Scale -.375"/Ft. I=J 173 C7 C=] f_] 1.1 A A 11111011 I AN f A A AlP1nI ENGINtENtU PRODUCTS, INC. WARNING TRUSSES REQUIRE LEfME"E CARE TC LL 30.0 PSF REF R151- -82729 _ SIUIL ON 01 RE SPONS TOT[ FOR ANY IN HANDLING. INECIION AND IAVIAIIUN/NOM THIS DESIGN OR 11111E SP(CITICAfIONS, OR ANY BRACING. SEE "10.91 OY TPI. SEL IHIS DESIGN TC DL 7 .0 PSF DATE 10/29/96 IAll[OKI 10 BUILD TIIE TRUSS IN CONIORMAN(E WITH IPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �•(ER p� 1_] I--I C.1 At PINI. (ONNICIORS ARE MADE Of TOGA QALY. SILEI MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP �1• PTI�IC'•f( BC DL 10. 0 PSF DRW HCUSR151 96303017 Ii:1 L—j AeS1 GATT EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PROPER G -�!�•;L F IAUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION IV ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD •'' /ND''�''B'` �•; BC LL 0.0 PSF HC-ENG A B E W P F o A L P I N E (� CONNt(IONS PER DRAWINGS 110, 150 G 160A F. DESIGN STANDARDS WITH PROPERLY ATTACHED AIGIB CEILING •- SFE A TOT.L D. 47 .0 PSF SEAN 26759 (0X10..W/APPIICAOLE PROVISIONS Of NDS A TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/91) FOR PROPER f7�9PSTq��TC O :• 1� �1r] y(A1 ON 11111 11.Av1"G APPLns TO THE CUMPONINT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY of THIS V/•,.2� DUR .FAC. 1 .33 FROM B.R TS S'— —] IN ONIY. AND SHALL NOT BE R[LIFO UPON IN ANY OTHER YAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR, • .i .NII'.'. PA". '.--�, .—1 I 1 -I11UTI -1 - IVR' ':: NAI Dt 771A v0on I InN 1 0/5/A-I'iIKI Y 177 COMMON THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR 1011 CHORD ?x4 til' a! N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) 1101 CHORD 7x4 111 N7 11 Ili'I_IFT (LB) : 600 600 WI 111 7x4 111 #3 1lR(;.LOC (FT) : 0.00 13.71 TRUSS DESIGNED FOR 110 MPH WIND, 32.30 FT MEAN HEIGHT, WIII1 DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . III IIICI ION CRITERIA IS 1 /360 LIVE AND L/240 TOTAL LOAD. ENCLOSED BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CI II ING Olt CONI INIIOIIS IATERAL BRACING AT 24" O.C. MOSI 111 111(0111KIY AlIACIII1) 10 IIIE BOT IOM CHORD. 4X4-- 6 F- 6 2X4 (A1)= 2X4(A1)as 30-4-8 1.5 X 4111 L-�--2-0-o-:,J L,--2-0-O-B-PJ , I 7-0-0 _!, 7-0-0 _J - — 14-0-0 Over 2 Supports _t R-811 W-3.5" R-811 W-3,5" 1)11 IYP, Alpine TPI -95 Desi n Criteria: TPI 17.3w1 FL - 1 - E - Scale -.375"/Ft. o c_] C—] [:�j c] M A*I M P O R I ANT** ALPIML EMGIMELRLO PRODUCTS, INc. WARN I NG TRUSSES REQUIRE EVIALME CARE TC LL 30.0 P S F REF R151-82731 SHALL NOT BE RESPONSIBLE EOR ANY IN HANDLING, ERECTION AND TC DL 7.0 P S F DATE 10/29/96 Q t— DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 Of TPI. SEE THIS DESIGN TAIt URE TO Bilh O THE TRUSS IN CONFORMANCE WITH TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �t ER p 1=1 (f--I [=] M AIPINL CONNECTORS ARE MADE OF ZOGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP y�P.FiTI'F` iBC DL 10.0 PSF DRW MCUSR151 96303018 Q p Q Ao53 GRIP EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER ci •Rf.�. O O TAUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD �'. B C L L 0.0 P S F HC-ENG A B E W P F m I NE Q COMNLCTURS PIR DRAWINGS 130, 150 E I60A F. DESIGN STANDARDS WITH PROPERLY ATTACHED REGIO CEIIING .. SEfTOT.LD. 47.O PSF SEON - 26761 (ONIORM W/APPLICABLE PROVISIONS OF NDS B FPI. AN ENGINEER'S AIPINE TECHNICAL UPDATE 0/11911 FOR PROPER/ALP 1 / �T 11A1 ON IIIIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISTAT•• DUR.FAC 1 33 FROM B R ,TR U S SI-'�J IN OMI Y. AND.HALL MOI BE REI.IED UPON IN ANY OTHEP WAY. DESIGN TO Tilt TRUSS ERECTION CONTRACTOR. -••lll•Qj�DI;'• �. .< 1 • 1`, r ) IWu�) Sit r111 iti - 1'� nNAI D ,�.. '..,urlL •^"•^v Wn00 ^"••°^u 1nNcr'G` SPACING 24.0H f 0151 A-PfIKfY • 1?3 TIIF THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 1(11' CHORD ?x4 SI' p? N :I? ?x4 SI' 11 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) 1101 CIIOII) '1.x6 SI' ,q? N UPLIFT (LB) : 940 1060 WI BS ?x4 SP #:I BRG.LOC (FT) : 0.00 13.75 TRUSS DESIGNED FOR 110 MPH WIND, 32.30 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . Ufft.ECfION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. SI'F C I AI. LOADS (LUMBER DIIR.FAC,-1.33 / PLATE DUR.FAC.-1.33) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24N O.C. 1C From 74 1'1F at 2.13 to 74 PLF at 14.00 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. RC From 20 I'll at 0.00 to 20 PLF at 9.00 IIC from 185 111.E at 9.00 to 185 PLF at 14.00 PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1644.51 LBS. IIC, 635 LB Conc. Load at 7.00 4X4m 6 F— —1 6 4X4 (A1)� 30-4-8 3X61M 3X4(A1)$ d I� L--2-0-0-!"j I 7-0-0 I 7-0-0 J ke 14-0-0 Over 2 Supports - R=1284 W-3.5M R-1645 W=3' PLT TYP. Al 1ne TPI -95 Design Criteria: TPI 17.3wl FL/-/l/-/E/-/- Scale —.375"/Ft. Q Q C] Q M Q A*IMP 0 R T A N T** ALPINE E146E01EERED PRODUCTS. INC. WARN I N G TRUSSES REQUIRE EXTREME CARE TC LL 30.0 P S F REF R151- -82732 ONAND Q Q DEVIATION FROM THIS DESIGN OR SMALL I THESE SPI CITIC AI IONSBE [ TOR ANY BRACING. SEE HIEAN Y N AL 9IEDTPI. SEES THIS I DESIGN Q Q IAIIURt TO BUILO THC TRUSS IN CONFORMANCE WITH tPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE T C O L 7.0 P S F DATE 10/29/96 Q Q Q Q ALPINE CONNECTORS ARE MAGE OF 2OGA GAL Y. STEEL MEETING ASTM DUIPENENTS. UNLESS OTHERWISE INDICATED. TOP y>,P�PTI�jc:�iy BC DL 10.0 PSF DRW HCUSR151 96303028 A651 6011 WEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER ..0 '�A:' ,Z 0 Q d Q Ho. F•. Q Q TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD ��• �2'b 9 B C L L 0.0 P S F HC-ENG A B E W P F o A L P I N E [� CONNECTORS PER DRAWINGS 13O. 150 1 16OA F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING •- SEE TOT. L D. 47.0 P S F S E A N 26755 C ON,ORM W/APPLICABLE PROVISIONS OF NOS B TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (111/91) FOR PROPER 7ty� TIT[� ('� F_T ;IAI ON THIS DRAWING APPLIES tO fNE COMPONENT DEPICTED NERC DRYWALL APPLICATION. FURNISH A COPY OF THIS V •.••C� D(IR ,FAC. 1 .33 FROM B.R TR U S S�r iN OMI ANO SIIAIL NOT BE LCllEO UPON IN ANY OTHER WAY. DESIGN TO THE TNUSS ERECTION CONTRACTOR. \ �� I�.. I E •.� ;_ AUN Y TI IIIIE S - 19 VAI DI LIf ICAM,_. --_ YO O ..-..... JPA !k 0 :. (0751A-PII.Kf Y - 7' E J T23 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 101, CHORD 2x4 S1' N? N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) 1101 CHORD 2x4 SI' p? N UPLIFT (LB) : 420 200 WCHS ?x4 SP #3 BRG.LOC (FT) : 0.00 7.00 :Rl Slider, 2x4 SP #3: III.00K LENGTH - 1.500' TRUSS DESIGNED FOR 110 MPH WIND, 31.51 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). ENCLOSED BUILDING. THIS TRUSS MAY NOT BE LOCATED DLIIICIION CRIIERIA IS L/360 LIVE AND L/240 TOTAL LOAD. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CIILING alt CONfINUOUS I.AfERAL BRACING AT 24" O.C. PROVIDE ( 3 ) 16d TOE-NAILS AT BOTTOM CHORD. 14US1 III. PROPI RI.Y AI IACIILO 10 TIIE BOTTOM CHORD. 4X4ma 6 r 6 3X4 T 03D 4 8 R-285 W-3' 1.5X4111 6X6(E1)- 2X4 (A1)e X2-0-0-" 1_ 3-10-0 _I_ 3-2-0 _I 7-0-0 Over 2 Supports—� R=526 W-5.5' PLT TYP. Alpine TPI -95 Des1 n Criteria: TPI 17.3w1 FL/-/l/-/E/-/- Scale -.375"/Ft. d cI C� o M cD A A IMPORTANT** ALPINE ENGINLERIO PRODUCTS, INc. WARNING TRUSSES REOUI►f E71gEME CARE T C L L 30.0 P S F R E F R 1 5 1- -82734 SNAIL NOT!( gI1PONS1:LE TO q ANY IM HANDL I N6. ERICTI ON ANO 1 DEVIATION FROM THIS DESIGN OMA THESE SPfCIFICAT10N1, Oq AMY BRACING. SEE HIO.91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 10/29/96 1=1 0 fAIJIUIL 10 60110 THE TRUSS IN COMf ORMAN(E WITH TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,SER P (� Q AIPINL (ONNtCTURS ARE MADE OF TOGA GALT. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP �j1P`P:�I'F+7C/�(. BC DL 10.0 PSF DRW HCUSR151 96303019 r O Q A611 GR37 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER c' 't'!•;L O O TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD �(. "�� ; BC LL 0.0 P S F HC-ENG A B E W P F tONNECIORS PER DRAWINGS 130. 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING •• SEE . ,�/��/)� ;• _ /ALPINE 10 01 W/APPLICA6LE PROVISIONS OF NOS A TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER vY�T6T�Ap/� TOT.LD. 47.0 PSF SEAN 26768 0 d SEAL OM THIS 0 AN MG APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (///',`,,,•••_SSATATE OF TR U S S� IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. VT'( �� D U R. FAC. 1.33 FROM B•R -7 (-, r- •, ,.... ,r.u•.o, ION/OR .CJ -C+" SPACING _ 24.0" - • ' '�- - I !f� � ' ,: NH„ --� .,II Imo' •1'AP 1NM_I�f�, _, CIF IC WOOD L6Nc1.Nf TV FOR TECHNICAL INFORMATION: 1 800 SE SPECS $JL�r1�6St2i� hrct3i; ��':7 l d�IUii!? v�"lp3r! I�C. -1-800-737.7327 HURRICANE ANCHOR Design Features: ' These ties add increased resistance to wind uplift. ' Eliminates toe nailing utilizing correctly located nail holes for fast, easy and strong attachment of rafters and trusses to plates and studs. Materials: 20-18 gauge c alvanized steel DIMENSIONSS FASTENER SCHEDULE ALLOWABLE LOADS WIND l DESCRIPTION PRODUCT GAUGE LATERAL EARTHQUAKE PER CODE W H RAFTER PLATE STUD (See Installation) UPLIFT UPLIFT CTN 13390 160% Al 7 A2 6d 8d 6d 8; 1 Regular HCPR&HCPL i 20 1 112 1 5 4 i 4 i 4• 1 145 I 95 400 510 480 520 500 ! Long Tie HCPLR 8 HCPLL 20 j 11/2 6 , 4 4 4' 1 145 95 400 510 ( 480 520 100 I Dbl.Long Tie ! RT10 20 11,12 ! 10112 5 x1 112' 1 8 5 x 1 112' 1 115 1 95 500 555 !; 555 555 100 Reversible RT12 IS 1 112 I 4 518 ! 4 4 4' 1 DO I 130 360 380 380 380 i 100 j aa� Truss Tie f HCPTA I 18 21/2 ! 20 1 8 - 8 j - - 1 800 990 ' 960 990 50 FOOTNOTE: May be instahed on each side of raper for twice the loads when the raper thickness is a minimum of 2 1;2"or diagonally when rafter is 1 1,'2'. Regular and Longtie hurricane anchors also available in 18 gauge. 'Alternate stud plate application. INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. = W 2-16d toe nails from truss to top plate equals 300 lbs.additive to = -- listed lateral loads parallel and perpendicular. SEE GENERAL NOTES: 1,2.3.5,6.10 CODE COMPLIANCE: S.B.C.C.1.#9166.#9320 METRO DADE COUNTY REPORT#92-0630.6, Submitted 1193 for a National Evaluation Report(NER#Pending). _ y -"W DOUBLE LONGTIE H \� TRUSS RT10 REVERSIBLE TIE `e REGULAR H LONGTIE �- " HCPTA HCPR/L HCPLR/LL H RT12 �; ✓/� i�� Al ''- W ` Al Al^ - Al May be installed on each side of rafter for twice the loads when the rafter thickness is ` A2 a miminum of 2 112"or diagonally when A2 ` `J A2 rafter is 1 1/2". a - Rafter application Rafter application Rafter application 1 112' - - r' -TOP PLATE ties installed diagonally ate; from each other 2 V2'- Stud application -- (MIN) Stud application Stud aRnlication HCPR/L HCPLR/LL RT12 (Available in left or right) (Available in left or right) TOP PLATE ties installed back-to-back 37 TM FOR TECHNICAL INFORMATION: L 77 -M 1 800 SE SPECS Southeastern Metals Manufacturing Company, Inc, - 1-800-737-7327 TRUSS TIE DOWN STRAP (Sanibel Strap) Design Features: Provides additional increased resistance to wind uplift to secure rafters/trusses to wall studs,top plates or concrete tie beams. • The Sanibel Strap and True Tie are similar connectors which fit over the top chord of the roof truss and attach to the wall plates and wall studs. Use the True Tie when the distance from the top chord to the top ,. plate is less than 10"and the Sanibel Strap when the distance is between 10"and 18". • Designed to allow gun nailing for quick installation. • Warning, use protective eyewear when installaing with nail gun. Materials: 18 gauge galvanized steel„ HDP2X PRODUCT PER SIZE DESCRIPTION GAUGE CODE CTN Q 2X HDP2X .Single Sanibel Strap 1 18 I 25 "" C 2x(2) HDP2XD Double Sanibel Strap 18 25 3, ALLOWABLE FASTENER AHDP2XD 4 SIZE PRODUCT GAUGE SCHEDULE LOADS PER 0 CODE IN CONCRETE WIND UPLIFT CTN2X HDP2X* 18 8-NK or DN 1875 25 ✓2X(2) HDP2XD* 18 8-NK or DN - 1875 25 INSTALLATION: Power actuated hardened nail fastener=DN. I Hardened concrete screw type fastener=NK t 3/4• Consult fastener manufacturer for installation information. ALTERNATE FASTENING SCHEDULE ALTERNATE FASTENING SCHEDULE ALLOWABLE LOADS ALLOWABLE LOADS FASTENER WIND UPLIFT/EARTHQUAKE 133% FASTENER WIND UPLIFT/EARTHQUAKE 160% r TOTAL NUMBER OF FASTENERS TOTAL NUMBER OF FASTENERS SIZE 2 4 6 8 10 12 SIZE 2 4 6 8 10 12 ;L 8d f 220 ! 440 1 660 j 880 !1100 1320 8d 265 530 790 11055 1320 11585 — 10d 265 535 800 10651335 1600 10d 320 640 960 1280 1600 11920 16d 1320 11 640 1 960 11280 1600 19151 16d 385 770 11150'1540 1915 2300 FOOTNOTE: Fasteners are placed on model#HDP2X each side of truss,2 in the top layer and 3 in the bottom layer of the double top plate members. Fasteners are placed on model#HDP2XD each side of the truss,3 in each layer of the double top plate members. INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. SEE GENERAL NOTES: 1,2,3,6,*7,10,12 CODE COMPLIANCE: S.B.C.C.I. #9166,METRO DADE COUNTY REPORT#91-0830.6,Submitted 1/93 for a National Evaluation Report(NER#Pending). K TRUSS TIE DOWN STRAP RUE TIET"") Patent Pending 1 5/8" 3 1/8' LATERAL LOADS \ q SIZE PRODUCT CODE EDESCRIPTION GAUGE Al CTN a-1od HDPT2 A./ /4"SINGLE2X HDPT2 Single True Tie I 18 450 I 502X(2) HDPTD Double True Tie 18 450 50 1 3/4" • HDPTD "13/4" ALTERNATE FASTENING SCHEDULE ALTERNATE FASTENING SCHEDULE DOUBLE ; nw ALLOWABLE LOADS ALLOWABLE LOADS FASTENER WIND UPLIFT/EARTHQUAKE 133% EFASTE;NER WIND UPLIFT/EARTHQUAKE 160% ' TOTAL NUMBER OF FASTENERS TOTAL NUMBER OF FASTENERS t SIZE 2 4 6 8 10 12 2 4 6 8 10 12low Al 8d 220 j 440 660 880 1100 1320 8d 265 � 530 790 1055 1320+1585 10d 265 535 800 1065 1335 1600 10d 320 640 960 ,1280 1600 1920 16d 320 640 960 1280 1600 j 1915 16d 385 770 1150 7 540 1915 2300 i FOOTNOTE: Fasteners are placed on each side of the truss into the top 8 bottom layer of the double top plate members in equal quantity. Fasteners shall not be less than 1/4"from the edge of the strap and spaced not less than 3/8"from the edge of the framing member. i INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. SEE GENERAL NOTES: 1,2,3,6,7 CODE COMPLIANCE: Engineers sealed approval available upon request. Submitted 1/93 for a National Evaluation Report(NER#Pending). 46 HEAVY DUTY TRUSS HANGER 16 & 14 GAUGE - DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS PRODUCT FLOOR ROOF WIND! PER SIZE CODE GAUGE DESIGN DESIGN EARTHQUAKE CTN W H D HEADER JOIST LOAD LOAD UPLIFT UPLIFT 100% 125°0 133% 160% Jb 2x6 THOS26 1 16 1 5/8 { 5118 1 3 18.16d 14.10dx1 112 1 2335 I 2490 ! 1285 1 1285 40 2x8 TH0S28 16 1 518 7 3 1 28.154 20-10dxt 112 1 4090 ` 5110 ` 2450 2450 30 " 2x10 i THDS210 i 16 15!8 1 9 { 3 1 36-16d 26-10dxt 112 1 5550 6935 3180 3180 20 1 Y4x9 1/2-141 THDS1795 16 1718 8718 3 1 38-16d 26-10dx112 5550 j 6935 { 3180 3180 20 2x6(2) i THDS260 ; 14 1 3 1/8 4 318 3 18-16d ( 14.10d j 2645 1 3310 ! 2275 2730 10 2x8(2) THDS28D 14 [31M 118 6 1/4 3 28-16d 20.1Od 4115 l 5145 I 3255 3550 10 2x10(2) 7HDS210D i 14 1 3 1/9 j 8 1/4 3 38.16d 26-10d 1 55:,5 6985 3550 ! 3550 10 4x6 1 THDS46 1 14 135/8 ,4 1/8 3 18-16d ( 14-10d 2645 I. 3310 2275 2730 10 4x8 j THDS48 14 3 518 6 3 28.16d -j 20.10d 4115 ! 5145 3255 3550 10 4x10 THDS410 1 14 3 5/8 (8 314 3 38-16d 28.10d 5595 ! 6985 j 550 3550 10 Minimum header thickness is 3". '-<2-4/4• H I MR • >�. 1 W D n NOTES I. Allowable loads are based on National Design Specifications for Wood Construction 1991 Edition including 1993 Errata. 2. Design loads are based on Southern Yellow Pine wood species with a specific Cray in of 0.55. Allowable loads for other species or conditions must be adjusted according to the code. 3. Fasteners are common wire nails for single shear(Two Member Connections) .vith ASTM A653 Structural Steel Grade 33 �. side plates. 4. Normal Design Loads given in the tables are not adjusted for various durations of loading and are in accordance with ASTM D 1761. 5. Maximum downward load capacity has already been increased for a duration load. v,,hen permitted by National Design Specifications for wood construction not exceeding 25%. 6. Allowable uplift loads have been increased for wind or earthquake loading. 7. The allowable load uplift percentages shown, 13390 and 1609c, reflect duration factors appropriate for different building codes as defined in the National Desi_n Specification for `Food Construction. You should' sciect the uplift `:,c that is applicable to your building area under your governiniz building code. HE�",VY DUTY TRUSS H NEER Southeastertz ,Ifelalc ,11;;lzifacturino Co ., Inc. , r.�uY DATE 11,41)1 Mdastn Drn r -.',; vn n We Finridu 2221,'? PART J.`.`;.H. 5112195 PART•. SCALE. �IATERiA;.SPU: ASTM A653 Structural Quality Grade 33 (steel) P ASTt.1 A924 (coa!:ng) MW THOS I N.T.S. 14 Gauge (0.0705" - 0.0865") & 16 Gauge (0.0575•• - O.C695••) 57 of 58 lui t Ullt _,luaus, 2x4 12 Su. I'i nu, Cir-Larch, it*Pt-t'ir , or S-I'-F UVrR,IAIIG WITII 0MI.UUKL14S vERTICALS I 2x4 So. Pine, Fir-Larch, Item-Fir, or S-P-F. Seo Y DETAIL A .hart below for grades. 210' staa, Trussed ! 2'0' o.c. Spacing 01 Q 0 of Max. Length Max. Length Max. Length Max. Length out)ookea sheathing or Plywood Lbr. Vert. Without w/1x4 'L' w/2x4 'L' w/Diag. til 16d nails. -�,{ Grade Webs Bracing Bracing Bracing Bracing_ T,of and clinch S.P.t 11-F 6 S.P.t 11-F t S.P.f 11-F L S.P.L 11-F t tct F,L S-P-F" F-L S-P-F F�L r. S-P-F, F-L„ S-P-F o tate at Middle W. OAlso add metal aQ' N2 2'0'# 4 9 4 0 +NA INA S 4 4 4 ' 9 6 (1 0' ►k 12 1 '0" 6' 10" 5' 9" or 8" 7' 0" 10' O" 11' o'. 13' f)" It ' G„ att.lr �l to t21 ed O► 16d nail. ------ :� nail. at each end Hot 13 2'0" 3' S" 2'10" 4 ' 4" 3' 6" 5' 4" 4' 4" 6'10" 5' O" .*be over 6'1' Nl 1 '0" 5' O" 4' 2" 6' S" 5' 5" F)' 7" 7' 3" 10' 0" U' 4" Brace lett same grgJa end specie as webs Use either Diagonal brace OR "I," brace 4-NOT APPLICABLE when Webs exceed lengths specified In Attach as followsl Hail Spacing on race Column N 01 Peak plate "L" Brace Nall s Bottom LCenter Top MAX. to match 1x4 Bd 2" o.c. .c. 2" o.c. WEB NOTE, TRUSS EPECTOR (S PESPOtisini.E FOP tommat 2x4 1Od PI.AT'E LENGTH FERMAIIE11T NEB BRACING. WHEN eRACIHG IS 2tT" o.c. .c. 2S" o.c. REQUIRED, rl1Rt11511 A COPY OF TII15 ORAwING truss � 13 Z' U" TO TRUSS ERECTOR. 24 ©• l" 26 13' 6" " Means sheathing Is other than plywood g 12 attics to match LENGTH( MAY or 0. S. Board. I 1 I 1 T% common truss BE DFOR OUBLED (] LOADING 55 47 Set [hat 3r { I CS TCi,I, 30 psf 30 psf sptcrnq f erFiFal TCD1.: 15 psf 7 psf we 1is ni Bti © Q KIM,: 10 psf 10 psf I'O'ISS psf 47 psf 1 cs late wlNu: 37 )Sf 3� )sf P Q Continuous Stipp Heel plate t l ,( to lnatc ) DU If.F'AC. : common truss NOTEt Shorter webs may be spaced @ �l'0" O.C. and longor match common 1 . 33 ( • >> wobs @ 1'0" o.c. to most requirements in chart, truss WIND OR PROBABILITY to patch FACTOR: 1 . 33 1 . 33 common truss resulting in both 1'0" and 2'0" spacings In same gable end. sPAC ltic: 24" o.c, 24" O.C. 0000000 O .1 O = t. O O 0 o e Jv Vo Oo aO o" O"o p IMPORTANT: AtrYt•a tNo.rtoaAo Ia. ..c W VINOtI:AInINtAI S4eaMAaCnWt-owA1tXafMxAArt- I1LPINE ENGIUH) 1,1 1 0( TSI N C. rtAa, T+of ad VCA Al. xvl I FROM lo-lis CAM1t►,Da14 eAtrl.oN AO SAACV44 sat -sWi•Tr IatACwo *000 reuuts. P.O. BOX ?;25 COaWN1AAr AHO MC(NFOAIWNOAiOta oA= WAT►Nt Ot[wAafgNHcO•aro•4u or.Anat AnNqr f,U31 ,I) U OF►3C)irFl_ORIOfl 33061 NHtoryADROPPED 4C I �STf1L►1RY . w.Ar.Crtrtto rwou It nAAo/ oAtvA,.rw stat uuT ut"Is u1a11 Of--kRr.tl sf olm( for 305 7[11 -;3:3:3J ^ ("'1 o 000AD rWt I IATIAMt/ SAACfD Mttl ,�I ILI I �C� 0"64F—u a.O+•t utrT..O N«AwtutNTa (r AAtu A..4 rr.O►4r.tt ATIAC340 hrKtx.r6 YrAnw.A. M•Ot A,Arrtr DO•.,C1pM IO a0irt rActa AT tAU.KWit aSl Tl t).. d.UnO rA,r1 w.p.o f4tr.n A Q L E NO 1p-ATt Aa ro»« atAA...o W'or' MI r NoA.r.At , Irp r.pt �7 t"IM onrr.wAfJ r.0�" txvoN aIA/OAW)• r,1J..Ipr.0 ua4 n.4 Otho,/ win. rr.t A1TAMY.Nt '/14/11 I TRUSS o O wM AIrt Ki.ats rwot�.a.o..a or'Noe Oil A/0-Int,a IFAA140►tA.aaA. .� .. .. In . 1nUSSr►A11wst11U/I;N01 - NA1"4AJDf SIGN Ir)CMKA1104#0aW00000N6TAkK100" w1117/I1-NO I'l'y'# H 20 M{'II) L Il - 0 0 0 0 0 0 0 PAGE 22 t I ,_ if(11; C1101t- i.'X'I S(1. PINE M2 t1. LXCEV1 IIS I.illOM1 ( •+• ) --- - -------------^ - 112 11111 OR C01111n11 TRUSS - JO I CHORD :'Y.'1 SO. I'111E UP 11 • (2) 1611 TOEI1Al1..5. -- - -- - -- IMIS 2X'1 50. 1'lilE 113 •• (3) I60 IOFIIIIILS. F ,'_• TYP. PROVIOE UI'I. IFT COIRIECTIONS AT 6CRRING5 AS 1140ICATCO. •'• OPTIONAL OVERIInlIG I- UPL III HIP TRUSS UPLIFT : 35011 2000 OR ++ TRULOX IIITII 11 NAILS 011C. LOC: t It 115 PER ORn1)IIIG I DAs! D ON 10.0 PSF TOTAL DEnf) Long. WIND 1. 150. 909/R. 7' S21FD: I10 NPII. 111110 )ICT:17.5 FT. ENCLOSED. (SOC) J3 11INb nIInLYSIS ALSO COMPLIES WITH SOU711 FLORIDA DUILO111G CODE FOR 120 IlPll MMD 30.0 FT, hEnit IIEIGIIT. PROVIDE UPLIFT CONNECTIONS AT OEARINGS AS INDICATED. t J2 UPLIFT : 5009 11309 �` ORG LOC: t tt 3, 711 UPLIFT U1150 011 10.0 PSF TOTAL DEAD LOAD. IJ 1140 J1 SPEED:120 IIPII. Knit IICT t 22.6 FT. ENCLOSED. (SOC) J11 J4 J tllll0 ANALYSIS RLSO COMPLIES ttlTtl SOUT11 FLO_RIOn Otlil.0l11c CODE 1 I J2 3 t4- FOR 120 (IP11 1111D 30.0 FT. MEn11 IIEIGIIT. 1111 - NIPJACK TDP CHORD LUMBER GRADE < •++ ) j,I MAX. 1101:ItnL 111{x. 11i0inCtt SOFF I T lIE 1GHT OVEI41111t1G OVERlin11G I' TYP. LENCTll LENGTH 2 PSF 10 PSF Ill OPTTOIIFIL VER71CnL WEB. USE ALPINE 1X3 OR 1100DLOC 13 0-00-00 0-00-00 02 N 112 N AT BOTTOM OF VERTICAL. USE ALPINE 3X4 OR UOODLOC 26 I -OG-00 2-01-07 02 11 112 it AT TOP OF VEjTICnL AND DOUBLE DIAGONAL NEO. 1 -09-00 2-05- 11 112 112 DENS£ 1 -09-00 2-05-1 1 - it I FI 2-00-00 2-09-15 01 01 DENSE 3.00 1 . ixll nLP INE 2X1( nLPINE TO 0- 2. 12 2 OR TO 11 OR 2'I WOOOLOC c.so + * * * Px7 1.!_r I►1r 11.GO 23 1In0nI.0C 2x4 A L P I I I E _ -��' "; -•--� ' +" olI 0R 211 11000LOC * /J 27 13000I.0C - Cd_ OR 3X11 FILP I IIC SINPSDN TILM213 1 _1. + + OR Iln'i OC USED 3/y" 25 1100DLOC 2. 5x4 nI-PINE II I II OR 3'--1 5'--i 7�-� 9- 10-13 OVER 2 SUPPORTS 25 1100OLOC 1 ' RI155211 Ill 3.50• R•4G31 If- 3.50' 11I PJnCK EI10 nt40 CORIICR JnCKS I'I.T. TYI'. -11111111E OR IIDnOI_DF. 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"Us .1010.0, o131(11 tr(tlll(.1In11f 11 to. 1•oo (O..sf.u(11011 .)1 1.(:I11G JFF ADAVC T,Pf r' .,(. T(1(3C}; I-�- - 27 ' 8 " T v RAISED HEADER DD F15 (9) (O .A F14-1 AnnFR I-�- 13 ' 8 " 14 1 --�-I 0 Iwo 19 ' 8 '1 186 " 8 16 ' 9 " 4 Fl—LADDER F9—LADDER FIO F2 Fil (6) V F10 RAISED HEADER F11 F10 F3 ER (6) F12—GDR. F13—GDR .Q Q 7f Lu cD w LL w a w in v L v cn w -- w -- F4—LADDER a 3'g„ cc o� fY7 i r" ,oc z m r, N) 91 �O Q Ur i o i LO 8.5 CD ZZl r, m n LL i m 2 H ---- LO H i9 T 1 i LO r, O 1 i i � I N CD LD lie 6 .. . WARNING NOTE 1 . DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 2 . VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3 . NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 4 . APPROVED BY : APPROVAL DATE: DEL . DATE PITCH 6/ 12 #47 LOADING OHANG 24 " BASE PLATE HT 20-09- 12 JOB: FO757 PELKEY BUILDERS INC . LOC: LOT 20 BEACHSIDE PLAN: DESIGNER: BRIAN MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PH# 268-8225 JAX . FLA . 32256 WARNING NOTE me 13 1 4 — -�-� 1 . DO NOT CUT OR ALTER TRUSSES, UNLES APPROVED BY TRUSS OFFICE 2 . VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3 . NO BACKCHARGES ALLOWED, UNLESS APF IN WRITING BY TRUSS PLANT MANAGER ' co 4 . APPROVED BY m i APPROVAL DATE: i L DEL . DATE ap PITCH 6/12 #47 LOADING OHANG 24" j� BASE PLATE HT 8-1-2 JOB: F0757 PELKEY BUILDERS INC N LOC: LOT 20 BEACHSIDE PLAN: DESIGNER: BRIAN MANNING BLDG . SUPPL —2119 " 11155 PHILLIPS PKWAY PH# 268-8225 JAX . FLA . 32256 WARNING NOTE I . DO NOT CUT OR ALTER TRUSSES. UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 4 . APPROVED BY APPROVAL DATE: DEL. DATE Lo BUILDER TO CONV. FRAME ROOF, VALLEYS AND O .HANGS AS NEEDED. BUILDER TO FRAME DOWN CEILINGS AS NEEDED . BUILDER TO BUILD UP WALLS TO T4 MATCH TRUSSES AT HIGHER PLT HT. (4) ALL WALLS SHOWN ARE LOAD BEARING UNLESS NOTED OTHERWISE . Tq to CV PITCH 6/12 #47 LOADING T2 OHANG 24" (4) BASE PLATE HT 20-09-12 T1-GE JOB: F0757A PELKEY BUILDERS INC . LOC: LOT 20 BEACHSIDE -21 ' 9" PLAN: DESIGNER: BRIAN MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PH# 268-8225 JAK. FLA . 32256