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Permits 2028 Beach Ave JOBADDRESSxzzk TYPE W0RJr4e&1 PROPERTYOmffli�fIG. TELEPHONE 0y CONTRA1-�T7� LEPsONE �'S PMMHTNUMM 1 ,Y9 DATE INSPECTIONS: FOOTING SLAB / r - TIEBE" LINTEL NAILINGWMTHING FRAMINGCCOVER DP INSULATION FINAL BUILDING CER3IFIC4TE OF OCCUPANCY - I-c� J FEY ECT&CAL PERMQT -- INSPECT IONS ROUGE FINAL AMM NIC4L PE AMIF 9 s'k(.l INSPECTIONS ROUGE FINAL PLUA0WGPER Aff# INSPECTIONS ROUMAMERSLAB 1-2-Z z -rte TOPOUT 3 3 WA WEN FINAL - v J 61-2 43 NOTES: klk CITY OF ATLANTIC BEACH ; ► 800 SEMINOLE ROAD =, ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 ,r��i31 iia Application Number . . . . . 09-00000321 Date 3/10/09 Property Address . . . . . . 2028 BEACH AVE Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------- Application desc 4 fixtures ----------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- Blohm, Robert B & G PLUMBING 2028 Beach Ave 13997 BEACH BOULEVARD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32224 (904) 223-3585 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . 4 FIXTURES Permit Fee . . . . 63 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/06/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 63 . 00 63 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 63 . 00 63 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. !s=U\j t CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000189 Date 2/17/09 Property Address . . . . . . 2028 BEACH AVE Application type description RESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 35000 --------------------------------------------------------------------- Application desc interior build - change master bdrm to 2 bdrms -------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- Blohm, Robert FLORIBBEAN BUILDERS 2028 Beach Ave 16211 WATERVILLE ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32226 (904) 751-5900 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . CHNG 1 BDRM TO 2 BDRMS Permit Fee . . . . 205 . 00 Plan Check Fee 102 . 50 Issue Date . . . . Valuation . . . . 35000 Expiration Date . . 8/16/09 ---------------------------------------------------------------------------- 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. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 205 . 00 205 . 00 . 00 . 00 Plan Check Total 102 . 50 102 . 50 . 00 . 00 Grand Total 307 . 50 307 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH D rt 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233' t OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US = 1>° BUILDING PERMIT APPLICATION DUVAL COUNTY 13 Boll, �fJ16 Ar Atlantic Beach, FL 32233 0 3S-'e-e� • `'ro 3s 43 Lfi ,r 5O -WORT,.�$ C S.GADESCRIPTION, . t . ❑NEW BUILDING ❑DEMOLITION XRESIDENTIAL LOT_BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 7.:'DESCRIPTIOt�11:OF ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINkL�R On f1 14� �� ^ Q REPAIR (3 POOL/SPA 11 YES ❑NIA V i 1� 11MOVE ❑OTHER NO PROPERTY OWNER CONTRACTOR ...,4°". .F >;,..,. `. ARCHITCT;ENGtNEER.."r 71: 9.NAME: 15 COMPANY NAME: 23.COMPANY NAME: ark " `�yd�Ne�rt f .0,21B4EAA1&14d&Ps 11-V /04 16.t � f ml k7— 9 's�� 24.LICENSEE NAME: 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO,: 6aC' NA _ 18.ADDRESS: 26.ADDRESS: J CI1�So.� elL.,6: d2 . 104 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO,: 27.OFFIC PHONE: 28.FAX NQ.: 13.CELL PHONE: ^ e r� 21.CELL PHONE: t,_ `_ 29.CELL PHONE: `�`� J 7 �/ 1V/4 14.EMAIL ADDRESS: 22. MAIL ADDRESS: 30.EMAIL A,pDRESS: r' FEE SIMPLE TITLE HOLDER x g tiFonaearrinN`owNeRj „ ;i, „BOND M,COMPANY, MORTGAGELE�IDER �r E ..v 31.NAME: 33.NAME:IV/�^ 35.NAME: ^ 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: /'i N :;c/i9- Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six(6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that ail work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. * WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE T FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR U LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEME �` OWNER orAGENT = ,yti° ry l'x Ct RACTORS 5 fi (IfAgent,,PowerofAttorneyorAgancyLetterRequired)`, . , alile�Onl ( Y).� p r� Signed: Date: ° Signed: Date: �— Before me this C day of�'t� �c c F �i 206 in the county of Before me thisqtA day of Feil`44'1"4'1" ,2009 iIthec z Duva} tate of Florida,has personally appeared Duval,State of Florida,has personally appeared 'Kob e�v� l o h i J�. , herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and deetrue and accurate• ) true and accurate. j�Notary .ubtic at Large,State of liar Idq,County of �..t� Notary Public at Large,State of L)f'`�r,County of,1. ersonally Known ❑Personally Known 11 Produced Identification- 0-Produced Identification'17 !�2 35-51 L//53 0 S IX Notary Signature: r tt �L Notary Signature. iilr7rWirrt W4 Cy elf ESSIE MERRITT ° " t - , +s-, • by ESSIE MERRITT ? Nary Public-State of Florid s �i Notary Public-State of FI d '� f'? My Comm.Expires Feb 9, FILE COP 'r' My Comm.Expires Feb 9, 1 COAB FORM d ':11 201 K c Commission#DD 8316 ►'mission�DD 831667 g I��' "' Bonded Through National Notary " ""`� Bonded Through National Notary as�I NOTICE OF COMNIENCENIENT State of 0 4//14 Tax Folio No. County of -A To whom ii Iviay coucerri: The undo.igned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of it + i7dflrs tilt 3g t e GrCi�� szviu MTivli •L Tw':S :: .., \{ i '- t.}t' _ _-I-1- ? 7 T`� e-e nf,4rnr+arftr J.,inrr imnrnupai• .�7 /IA N AT,�.A.tlp"K� t//(1 Z .'S• 7 tit? ids_._ <>_ s,_,ks.._, n Ari r _. - -_ r , f wner'-z interest In elite Cif the unpriSvcin;:iit: Fee Simple Titleho der(if other than cvraer): . - _ €' ElvpVY s .-ax '4- a= Ad drress- v ,x Nat-fie. . __ and __ - .. .. _ iV alllG[�I.il!lltlll ti:�S 01tiii� f!v}.iiiu ct "! T `LtC± :'l.?'sti3 is ti+ ti, i� lde:doGi;;'I}4ra,' ;~tt ' "11-11d: 'Kalre- °iddress- 1R i3tn� EJ: CaxITC. ry:r!7 in addition to himsei}, o-%mer designates the following person to receive a copy of the Lienors 1,40tice as provided u; vc on 713.06(2)(b),Florida Sues. (Fill in at Owners option) .Name: %vt] TL l-nIn.r�Nrt• '/A 1. i .. _ __. Fax No. :,tr g)l` i ,sit_ -Fc' _il•y ro _: e•T fat('l:e e.apiration`late k one(1)year from the date of recording hitless a different date?S '1?TIS SPACE FOR RECORDER'S USE ONLY OWNER r Signed: -rsi r �.-,.a Date: E$$1E IYlERR1TT Before meth=� day of in+n Ceunt of d�Vl `,�t:is NotwY Pnbtk-State of FWW& Of Florida,hay P�r�nnal.y at oG� eu My C �F*b9,2013 Notary Public at Lurge,State of Florida,County.of Conurtiaaion 0 W 5316$7 My commission expires: 6oiMI Tkonh amboNotary Aa Personally Known:_ or Produced Identification: MAP SHOWING BOUNDARY SURVEY OF THE EAST 100 FEET (,Wh;EiV MEASURED ALONG THE NORTH AND SOUTH LOT LINES) OF LOT 69A, NORTH ATLANTIC BEACH UNIT NO. 3, ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOI< 15, PAGE 93, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 'ERTIFIED TO: ROBERT BLO11M, OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, GIBRALTAR TITLE SERVICES AND AMNET MORTGAGE, TNC. D/B/A AMERICAN MORTGAGE NET14ORK OF FLORIDA. SEMINOLE BEACH ROAD i PORTION OF OF LOT 69A 1/2-CAP /A) CONC. UNREADABLE !1` CU B. 52.66. +) / 1 /2" •- $ . Js_ •CONC.- i. .. ' _ P % VS 0 10.4 5.3' i, 3.4 r 20.4' M 2.0' •__s O U _ cV Oma- O i 2 STORY STUCCO r_ Q; 4 RESIDENCE 2.0' O 0.2' W/18"EAVES NO.2028 - ti Y � ' W D _ Q1 N D 0.2' COV'D. �' r COQ INA WOOD r: LOT 70A 3/4• STEPS 20.0' 10.6 °- ANGLE 12.1' iu ` + POINT LOT 68A EAST 100' '_ OF 5.2' 5.3' LOT 69A N . p 1/2" r• t��f _ _ �R 1.14'NORTH -CO QUINA . o . - 11,g 42 0.83'EAST S1EPS o_ i - - �a 6 F CONC. : . '• ' o IL & DISK Dc - r LB-3672 1 52'5 ' 2" (R) E /^ L.8 3672 5�"6 V150 1F A CNS, Raw) (2 FIV E Y p GENERAL NAYEas 1. ANGLES ARE SHOWN FOR THIS SURVEY 2.STRUCTURE N0. 2028 SHOWN HEREON LIES WITHIN FLOOD ZONE x ee ArcT 140 1110 Ve, 1 C , s .tl M r4 U`• „h to V7 N (2) 2626 FXD (2) 2Es26 FXo f2) 2ia.2ro FX ! r� fit we ts)S14 .44 Mar it 491 11-40 �. � yrr` rn r v `P w j w iX�lryCity of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) I 800 Seminole Road j � Atlantic Beach, Florida 32233-5445 L 9 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed:^ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM rtment review required Yes o Property Address: V v� �V Plan n Planning &Zoning pp b ��� Tree Administrator r� A ticant: ti b b Public Works 0 � Public Utilities Project: �m,�-Q,{' I' p 1� IM�Ot.e Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLIPATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDI PLANNING&ZONING TREE ADMIN. Reviewed by: Date: j2 0 PUBLIC WORKS Second Review: ❑Approved as revised. ❑Denied. Comments: PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: [—]Approved as revised. ❑Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000298 Date 3/04/09 Property Address . . . . . . 2028 BEACH AVE Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc rewire 2 bdrms 2 bthrms etc ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ Blohm, Robert BROOKS & LIMBAUGH ELECTRIC CO 2028 Beach Ave Q/A BROOKS, CHRISTY ATLANTIC BEACH FL 32233 42 WEST 8TH ST. ATLANTIC BEACH FL 32233 (904) 241-9051 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . REWIRE Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/31/09 ---------------------------------------------------------------------------- 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. ep oef-/ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 08- OFFICE:(904)247-5926 0 FAX NO.:(904)247-5845 is a BUILDING-DEPT@COAB.US ELECTRICAL PERMIT APPLICATION DUVAL COUNTY U 111 -I".- 9ML'JQR,APQf 'XzDAT1 t', Z02-1? 0 NO"�rtrhat)e, WfES PERMIT#: Cq- 4-NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: 1LlM NT 10 OFC 8-D12ESSI. ADesi 9.STATE OFF S N 10.CE r_7 al2aMAIL DRIES 13.OFFI 14. CW( Jos 15.Application is he by made to obtain a permit to do the work and installations as indic kited. I crtthat all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes i nd old i orf is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)month 3 t y ea r1bork is commenced. CONTRACTORS SIGNATURE: ><, MR 4W'in-149 13 MULTI FAMILY-#OF UNITS: RESIDENTIAL •SINGLE FAMILY 0 TEMP SERVICE COMMERCIAL •ADDITION 0 TRAILOR lvi'i 11LD.1ftkvt W-ALTERATION 0 SIGN ?ROLD 0 NEW M'05 NATIONAL ELECTRICAL CODE "EREPAIR 13 POOL/SPA 0 REWIRE [3 THEIR: 20.TYPE OF SERVICE: 0 OVERHEAD OUNDERGROUND Y—UNDERGROUND UP POLE 21.NEW SERVICE: CONDUCTORS PER PHASE: 0 POWER IS ON 0 POWER IS OFF 22.SIZE OF CONDUCTOR: AMPACITY: 13COPPER 0 ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 24.EXISTING SERVICE SIZE- AMPS: PH:—I-- W: .?— VOLT:?fy:9RACEWAYSIZE: 25.FEEDERS- #OF- AMPS: #OF---- AMPS:- #OF- AMPS: 26.LIGHTING FIXTURES. INCANDESCENT: FLUORESCENT&M.V.: 27. FIXED APPLIANCES- 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28.FIRE ALARM. 11 YES 13 NO 29-31 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29.SMOKE DETECTORS: NUMBER: 30.RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31.SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: "77F 7.777, t 777 77,6---' lR,29NDT2NINq7- 7 7 777777' #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: #OF UNITS: COMP.MOTOR HP RATING: AMPS: HEAT KW: 3 rMPTORS7 -7 NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: -.�ACTRANSFORMERSi- UNDER 60OV: NUMBER: KVA: OVER 60OV: NUMBER:— KVA: 0. 354MIAC ,RED US REP DESCRIBE IN DETAOF I— e--)t)e4 v- COAB FORM BLDG02:REVISED:1/1012008 zdzx RECEIVED August 23,2002 AUG 7 8 2ov Ms. Sonya Doerr OFFICE OF THE CITY CLERK Community Development City of Atlantic Beach 800 Seminole Road Atlantic Beach,FL 32233 Dear Sonya: Thank you for discussing with Chris the proposed development of six to seven condominiums behind our property. Chris owns the property to the north,which has an eight-foot easement to access the proposed development,and Wally and Sheila Lee own the house to the south with another eight-foot easement. We are concerned about this proposed development. After numerous conversations with neighbors,we find that the entire neighborhood is concerned. The three most important issues are: • Residents of developed property that does not front Beach Avenue should not be allowed to use Beach Avenue to enter or exit their residence. An easement to access property behind Beach Avenue should not grant rights for vehicle traffic to enter or exit onto Beach Avenue. • A development should not use a Beach Avenue address unless the property fronts Beach Avenue. Guests would travel Beach Avenue to find their destination(without success). • Any development should be gated to control the beach access. If not,each development may create a new beach access for anyone who does not want to use the 19`h or 20t'Street access. There was some conversation about creating a petition among the local residents. However,after Chris' conversation with you,we felt that you were aware of the issues. We have told the neighbors that you are closely reviewing any proposal for the use of this property or any similar property in this area. We request that before any final plans are approved,you allow&local residents to review the plans and provide input. We feel this is a reasonable request. Sonja,we appreciate you taking the time to work with us. As always,it is a pleasure to deal with a knowledgeable professional. You may reach Chris at 349-2803 or Wally at 366-6686. Sincerely, OCIs ambertson Walter M.Lee III c: Jim Hanson,City Manager John Meserve,Mayor I � r _ V V r a ' J LL h L4 y wasgc F . Na) F5 N rt a o c l>n yY 15 ati r�Ql X >N _I /JO CMN Dia r_ 20'8" �'�Tw 11,6" 1999 O W`,' QI D TO E {{ Y a-man0 �y } it 'Y LL NON Q 'S N m rn m m N •>j"> �i6ilii=ll�t ttt Zt hitt CL ca mo.w v 7 7 -) 7 7 7 J - T U U U U U U CJ29 CJ29 a v=`o L usmu N D O. ow CJ3O � CJ30 JOB: 3353C LENORY "DE" CJ31 w CJ31 LOC: LOT 69A AND 70A BEACH AVE N °�Y° cwn 4 qL- A HUCM412 PLAN: LEE RESID o 3 DESIGNER: RICHARD TINGLEY L .11L .22, N ALL ROOF TRUSS HANGERS 'r--� o ARE AHU26 UNLESS NOTED " "`°- APPLY 1700 LB UPLIFT OTHERWISE . z ���- 822 CONNECTION TO BM-B o LmoD PRIOR TO LOADING BEAM A ALL BEAM HANGERS W BM-6 ARE AGUS412 UNLESS NOTED r.� F... L y--•11 m OTHERWISE . BM-5 BM-7—* �ccm U�7L v BM-3BM-4 BM-3 3'" ALL FLOOR JOIST HANGERS �EE� m 821 ARE IUT3512 UNLESS NOTED o, 3*714 OTHERWISE . A17 O w Q F 15 0ru A16 m o Ln BM-3 2-1 . 75 X 12;; LVL 4 ' W A18 BM-4 2-1 . 75 X 12 LVL 14 ' LD BM-8 BM-5 2-1 . 75" X 12" LVL 14 ' -0 L(7 A 9 BM-6 2-1 . 75" X 12" LVL 14 ' m A20 J30 BM-7 2-1 . 75" X 12" LVL 5 ' E BM-B 2-1 . 75" X 16" LVL 25 CJ31 26 CJ29 "' N mO Y- 0). CJ29 "' 027 `�`D ti0 AGUS412 INSTALLEDvi I J CJ29 U U 0) O CJ2 ,y "' BM-5 UPSIDEDOWN U U U ,Z,,� 7 D N7 �S u w U BM-7 �---- 12' N-�--6'4^ -- f 12 SUPPORT REPORT JOB DESCRIPTION: 3353C WIND CODE: CURRENT SBCCI WIND MPH: 110 BLDG TYPE: CLOSED TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND DESC SPAN-ft SIZE-in. TYPE XLOC-ft . YLOC-ft . MAX-+4 MAX. -4 UPLFT. -# A16 20 . 000 5 . 500 WALL 0 .000 32 . 583 1621 -810 A16 20 . 000 3 . 000 AHU26 20 .083 32 . 583 1600 -830 ------------------------------------------------------------------------------- A17 20 . 000 5 .500 WALL 0 .000 32 . 583 1619 -1160 A17 20 . 000 3 . 000 Special 20 .083 32 .583 1598 -1310 ------------------------------------------------------------------------------- A18 20 . 000 5 . 500 • WALL 0 .000 32 . 583 1619 -1160 A18 20 . 000 3 . 000 Special 20 . 083 32 . 583 1598 -1310 ------------------------------------------------------------------------------- A19 20 . 000 5 . 500 WALL 0 .000 32 . 583 1604 -810 A19 20 . 000 3 . 000 AHU26 20 .083 32 . 583 1604 -830 ------------------------------------------------------------------------------- A20 20 . 000 5 . 500 WALL 0 .000 32 . 583 2644 -1860 A20 20 . 000 3 . 000 Special 20 . 083 32 . 583 3084 -1890 ------------------------------------------------------------------------------- B21 20 . 000 5 . 500 WALL 0 .000 32 .583 1607 -810 B21 20 . 000 3 . 000 AHU26 20 . 083 32 . 583 1607 -810 ------------------------------------------------------------------------------- B22 20 . 667 5 . 500 WALL 0 .000 32 . 583 1633 -830 B22 20 . 667 5 . 500 WALL 20 .208 32 . 583 1633 -830 ------------------------------------------------------------------------------- B23 20 . 667 5 . 500 WALL 0 .000 32 . 583 1630 -830 B23 20 . 667 5 . 500 WALL 20 .208 32 .583 1630 -830 ------------------------------------------------------------------------------- B24 20 . 667 5 . 500 WALL 0 . 000 32 .583 2771 -1660 1324 20 . 667 5 . 500 WALL 20 .208 32 . 583 2771 -1660 ------------------------------------------------------------------------------- C25 13 . 042 5 . 500 WALL 0 . 000 32 .583 1379 -800 C25 13 . 042 3 . 000 AHU26 13 . 125 32 . 583 1573 -970 ------------------------------------------------------------------------------- D26 8 . 000 3 . 000 AHU26 0 . 000 32 .583 657 -310 D26 8 . 000 3 . 000 AHU26 8 . 083 32 .583 657 -340 ------------------------------------------------------------------------------- D27 10 . 000 3 . 000 AHU26 0 . 000 32 . 583 730 -180 D27 10 . 000 5 . 500 WALL 1 . 542 32 .583 108 -610 D27 10 . 000 3 . 500 WALL 9 .708 32 . 583 799 -390 ------------------------------------------------------------------------------- E28 7 . 000 5 . 500 WALL 0 . 000 32 .583 1418 -740 E28 7 . 000 3 . 500 AHU26 6 .708 32 . 583 1365 -990 ------------------------------------------------------------------------------- CJ29 6R 1 . 063 5 . 500 WALL 0 . 000 32 . 583 83 -180 CJ29 6R 1 . 063 1 . 500 NAILED 1 . 063 32 .583 17 -180 CJ29 6R 1 . 063 1 . 500 NAILED 1 . 063 33 .586 66 ------------------------------------------------------------------------------- CJ30 4R 3 . 063 5 . 500 WALL 0 . 000 32. 583 240 -180 CJ30 4R 3 . 063 1 . 500 NAILED 3 . 063 32 .583 60 -200 CJ30 4R 3 . 063 1 . 500 NAILED 3 . 063 34 .752 179 ------------------------------------------------------------------------------- CJ31 3R 5 . 063 5 . 500 WALL 0 . 000 32 . 583 397 -180 CJ31 3R 5 . 063 1 . 500 NAILED 5 . 063 32 . 583 106 -310 CJ31 3R 5 . 063 1 . 500 NAILED 5 . 063 35 . 919 291 ------------------------------------------------------------------------------- EJ32 7 . 000 5 . 500 WALL 0 .000 32 . 583 551 -200 EJ32 7 . 000 1 . 500 NAILED 7 . 000 32 .583 148 -430 EJ32 7 . 000 1 . 500 NAILED 7 . 000 37 . 049 402 ------------------------------------------------------------------------------- HJ33 D45 9 . 899 7 . 778 WALL 0 . 000 32 .583 391 -280 HJ33 D45 9 . 899 3 . 500 NAILED 9 .899 32 .583 442 -760 HJ33 D45 9 . 899 3 . 500 NAILED 9 .899 37 . 046 341 ------------------------------------------------------------------------------- EJ34 3 . 000 3 . 500 WALL 0 . 000 32 . 583 236 -180 EJ34 3 . 000 1 .500 NAILED 3 . 000 32 .583 60 -240 EJ34 3 . 000 1 . 500 NAILED 3 . 000 35 . 716 176 ------------------------------------------------------------------------------- HJ35 D45 4 .243 3 . 500 WALL 0 . 000 32 .583 115 -180 HJ35 D45 4 . 243 1 . 500 NAILED 4 . 243 32 . 583 32 -200 HJ35 D45 4 .243 1 . 500 NAILED 4 .243 35 .712 202 ------------------------------------------------------------------------------- EJ36 5 . 000 5 . 500 WALL 0 . 000 32 . 583 392 -180 EJ36 5 . 000 1 . 500 NAILED 5 . 000 32 . 583 105 -310 w EJ36 5 . 000 1 .500 NAILED 5 . 000 35 . 883 288 ------------------------------------------------------------------------------- HJ37 D45 7 . 071 7 . 778 WALL 0 .000 32 .583 196 -180 HJ37 D45 7 . 071 1 .500 NAILED 7 . 071 32 .583 94 -410 HJ37 D45 7 . 071 1 .500 NAILED 7 . 071 35 .879 298 ------------------------------------------------------------------------------- HANGER SUMMARY FOR: 3353C Quantity Hanger ------------------------------------ ------------------------------------ 16 AHU26 y 3 Special FACE MOUNT HANGERS - ABowabfe Loads .. Dtrnerniona - �SterKrs .'_ -+Jolat � � DHSP tea Header SPF Header 'JIn . Na _ .�'r Hoar Snow Roof Floor snow Rant 1 � 1 1 1%X HU1.68111 MIN 1"/u 111/is 21/2 16.164 6-10dx11/2 720 i 865 2145 2465 2680 1855 2135 2320 ill/4-14 HU1.68111MAX 1"/�s 111/,s 2'/Z 22-16d 10-10dx1'/2 1200 1440 2950 3390 3665 2550 2935 3190 1."/ie 1VAs '2 14-10dc1'/2 2-10dx11/2 245 255 1275 1465 1590 1090 1255 1365 1313/,6 2 14-10d 2-10dx11/2 245 255 1555 1785 1940 1345 1545 1680 1s/a X14 MI11 .68 1M4 171/is 133/4 21/2 '18-16d 2-10dx11A 240 255 2395 2755 2865 2070 2380 2590 �`7z" 'HU1.681t4MIN 1"hs 131/2 21/2 18-16d 8-10dx1'/2 960 ' 1150 2410 1 2775 3015 2090 . 2400 2610 HU1.68114MAX 1"/1s 131/2 21/2 24-16d 12-10dx11/2 1440 1730 3215 1 3700 4020 2785 3200 3480 13/4 X7'/4-12 HU7 MIN 113/�s 6a/s 21/2 12-166 410dx11/2 480 575 1610_ 1850 2010 1390 1600 1740 yrs HU7 MAX 113/1a 65/9 21/2 16-16d 8-10dx11/2 960 1150 2145 2465 2680 1855 2135 2320 1.30 " IUT9 .. 113 s g'he 2 8-10dx11i4 2-tOdx1'h '245 255 730 835 910 625 720 780 ,dRf to/4 x 11 3 93/1s 2 8-10d 2-10dx1'F4 245 . 255 I 1020 1110 770 885 960 0 _.;914-14 MIU1.81/9 113/16 9'/6 21/2 14-16d 2-10dx11/2 240 255 1860 2140 2330 1610 1850 201Q C HU9 MIN —' 113/6 91/4 21/2 18-16d 6-10dx1'/2' 720 865 2410 1 2775 3015 2090 2400 2610 "Z.I HU9 MAX I"As 1 9'/4 21/2 24-16d - 10-10dx1'/2 1200 1440 3215 1 3700 4020 2785 3200 3480 13/4 x 91/,20 HUS1.81/10 113/16 87/3 3 30-16d 10-16d 2845 3000 4900 1 5045 5145 4355 5010 5145 IUTtt _ 113/19 113/16 2 10-10dx1Y2 2=10dxi'/2 245 /255 910 1045 1140 780 895 975 113/ie 113/16 2 10-106 2-106x11/2 245 255 1110 1275 1390 960 1105 1200 ;3%X MIU1.81/11 113/13 11'/6 21/2 16-16d 2-10dx11/2 240 255 2130 2,445 2660 1840 2115 2300 111/4-16 U14 113/is 101/4 -2 14-166 6-10dx11/-j 720 865 1860 2140 2330 1610 1850 2010 HU11 MIN 113/16 11 21/2 22-16d 6-10dx11/2 720 865 2950 3390E4405 3665 2550 2935 3190 HU11 MAX 113/1, 11 21/2 30-16d 10-106x11/2 1200 1440-1-4020 4315 3480 4000 4350 IUT14 113/,6 133/4 2 14-106x11/2 2-10dx1'/2 245 1 255 1275 1465 1 1590 1 1090 1255 1365 ! 13/4 x 113/,3 133/6 2 14-10d 2-10dx1'/2 245 255 1555 1785 1940 1345 1545 1680 14-20 MIU1.81/14 113/ie 133/4 21/2 18-16d 2-10dx11/2 240 255 2395 2755 2865 1 2070 2380 2590 HU14 MIN 113'13 135/9 2% 28,16d 8-10dX11/2 960 ( 1150 3750 4110 ! 4180 3250 3735 4060 _ HU14 MAX 113/,6 13% 21/2 36-16d 14-10dx1'/2 1680 ! 2015 75 4730 4855 16-20 MIU181/16 r 1t3/1s 155/a' 2'/2 --20-166 2-tOdxt'/Z : 240 255 2660 2865 2865 2300 2645 2865 1UT3510 23'a 91/4 2 8-10dxt'/2 ! 2-106x1'/2 245 255 730 835 910 625 720 780 j 23/3 1 91/4 2 8-1Od 2-10dx1'/2 245 255 890 1 1020 1110 770 885 960 i 21/4 25/lax MIU2.37/9 23'6 8r/e 2'/2 14166 2-106x1'/2 240 255 1860 2140 30 1610 1850 ( 2010 9'/4-14U3510/14 25/,e 9 2 14-16d 6-10dx1'/2 720 865 1860 2140 2330 1610 1850 2010 z i HU359 MIN 23'a 815/1e 2'/2 14-166 6-1 Odx1'/2 720 865 1875 2155 2345 1 1625 1870 ! 2030 z HU359 MAX 23/a 8'S/,e 21/2 18-16d 10-10dx1'/21200 , 1440 1 2410 2775 3015 1 2090 2400 ! 2610 o IlJT3512 23/6 11% 2 10-106x11/2 2-10dx11/2 245 255 910 1045 1140 780 895 975 q - = 23/6 11 Y4 -'2 10-10d .'2-10dx11/2 245 255 1110 1275 1390 960 1105 1200 F= 21/4-25/,.x MIU2.37111 - 23/a 111/4 21/2 16-16d 2-10&11/2 240 255 2130 2445 2660 1840 2115 2300 ,111/4-16 - U3516/20 25/13 10%8 �2 16-166 6-106x11/2 720 865 2130 2445 2660 1840 2115 2300 y _ HU3511 MIN 23/9 111/16 21/2 16-16d 6-10dx11/2 720 865 2145 2465 2680 1855 2135 2320 z HU3511 MAX - 23/a 111/le 21/2 22-16d 10-106x1'/= .1200 1440 2950 3390 3665 2550 2935 3190 a IUT3514 23/a 133X, 2 14-10dxt'/2 2-10dx11/2 245 255 1275 1465 1590 1090 1255 1365 w 21/4-25/sex 23/9' 133/6 2 14-10d 2-10dx1'/2- 245 255 1555 1785 1940 1345 1545 1680 14-20 MIU2.37114 23/9 •137/is 24- 18-16d 2-1.06x1'/2 240 255 2395 1 2755 2990 2070 2380 2590 HU3514 MIN 23/9 13'/2 21/2 18-16d 8-10dx11/2 960 1150 2410 2775 3015 2090 2400 2610 HU3514 MAX 23/9 131/2 21/2 24-16d 12-10�c11/2 1440 1730 ,3215 3700 4020 2785` 3200 3480 21/4-2a/pax MIU2.37118 = - 23/6 133/3 2Ya '20-16d '2-10dx11/z 240 255 2660 - 3060 3325 .2300 2645` 2875 o ,16-22 HU3516/22 a .25/13' =141/4' 2% -x:20-16d 8-10dx1 1/z 960 1150 2680 3080 3350 2320 2670 2900 Cr s 1 + 21/6-25/lex MIU237118 2/e 17/8 /2 2 22-i 6d 2-106x1/2 240 255 2925 3365 3420 `2.130 2910 3160 +' 18-30 1-11,13524/30 MIN 25/1e 38 21/2 1 18-16d 8-1Odx11/2 960 1 1150 2410 2775 3015. 2090 2400 2610 I HU352CO MAX 25/1e 18 2'/2 ! 24-16d 14-10dx1% 1680 1 2015 3215 3700 4020 2785 3200 3480 a 21/4-2s/'a x:.MIU2 37/20 23/8 .' 19�/a 21/2 24-166 2-106x1'/1 240 255 3190 3420 3420 2760 3175_ 3420 :20-30 1 1UT310- 29/ ' 91/, T 2 8 106x11/2 2-106x11/2 245 255 730 835 910 625 720 780 'e 21/2 x 2946 91/4 2 8-10d 2-10dX11/2 245 255 890 1020 1110 770 885 960 14 166 2-106x1'/2 240 255 1860 2140 2330 1610 1850 2010 91/4-14 MIU39 29/1e WIT 2'/2 U310 29/,e 81/8 2 14-16d 6-10dx1'/2 720 865 1860 2140 2330 1610 1850 2010 HU310 29/13 81/a 2'/2 1 14-16d 6-10dx11/2 720 865 1875 2155 2345 1625 T 1870 2030 1.See Conversion Chart,page 5 for aftemate nails. 4.Reef loads are 125%of floor unless limited by other criteria. 6.MIN nailing quantity and load values- 2. 10d common nails or 16d sinkers(9ga x 31/(") Floor loads may be adjusted for other load durations according to fig all round holes naAng quantity and may be used instead of specified 16d nails at the code,provided they do not exceed those in the roof column. bad values-1111 all round and tiiw*holes. 0.83 of the table load value. 5. Uplift loads have been increased 33%and 60%for wind or earth- 7.Double shear hangers--forst nails mull be 3. 16d sinkers(9 ga x 31/,J may be used instead of quake leading with no further increase allowed.Reduce by 33% driven at an angle through joist into the the specified 10d commons with no load reduction. and 60%for normal loading such as in cantilever construction. header to obtain table loads. 31 AHU Truss & Jobst Hanger PEtOOUCT DOMBISMW � 6uavra r r NaiEs HEAof�i 401st PouNDs } N0. JOIST GA. V t0 10 pw j5 . ONMM - 100x 115% MM &160'X. 133' 18a'Jf. AHU25 2 x 6.8 20 1-4/16 4.112 23/4 (16116d 0104 x 1-112 2140 2460 2470 2470 990 1150 AHU25r 2 x 6.a 16 1-4/16 396112 2.914 Gt4)16d Mi0d x 1-112 3210 32;30 3230 3230 990 1180 AM28 2 x 8,10,12 18 1.4116 6.12 2.314 a4)16d (12)10d x 1-112 3210 3230 3290 =0 4470 477-0 AHU210 2 x 10,1214 18 1-4n6 8-12 2-3(4 124)16d (16)10d x 1-112 3210 3230 3230 3230 1960 2360 �. AHU212 2 x 12.14 18 1-9/16 10.12 23/4 94)16d (16)10d x 1-112 3210 3230 3230 3230 1660 236 f . x 6.8 18 3.118 4-12 2.914 (16)16d (9)1od 2140 2460 2470 2470 1160 1390 } AM� Cz)2�*M2 x 6,8 18 3.1/8 &112 2,914 ¢4)16d (B)1od 3210 3230 3230 3230 1160 1390 A8U28.2 (2)2 x 8,1012 18 3.118 &112 2-3/4 (24)16d (12)10d 9210 3230 3230 3230 1740 2090 _ AHU210-2 (2)2 x 10,12,14 18 34/8 8.112 2-3/4 (24)16d (16110d 3210 3xi0 3290 3230 IM 2380 A14U212 2 (2)2 x 12,14 18 31/8 10-112 2.9/4 (24)1 6d (16)10d 3210 3230 = 3230 1960 2360 MU46 4 x 6,8 18 39/16 4.1/2 2-3/4 (16)16d (8)10d 2140 2460 2470 2470 1160 1390 AHU46T 4 x 6,a 18 3.9116 5-112 2.314 C24)16d (8)10d 3210 3230 3230 3230 1160 1390 MU48 4 x 8,10,12 18 34116 6.12 23/4 (24)16d (12)10d 3210 32'0 3230 32j 1740 2090 AHU410 4 x 10,12,14 18 39116 8-1/2 23/4 416d (16)10d 3210 3= 3x30 3230 1960 2360 AHU412 4x 12,14 18 3.4/16 10.112 2-3/4 (24)16d (16)tOd 3210 3230 3= 3230 1960 2360 NOTES: 1.Tabulated loads am based an Smoon Pee or Ocuou Fit 4aabet For alter Species,,.&Aoy to mbAod bads Or. Ham-e-,t•0.89.Sp UCM-Ra-r-079. 2 10d x 1-1/2 nab ate 0.148k=duffel and 1-112 incases long.Al add rats are!9 aa8s 3.Use au spec%d fasteners in sc eduie to awieve values k4cated.For attenate na ft*M=RUA spins 4.Code CCmpgaMC Na paX$- • 11 211 AHU H Fbeused1b0.q, 4perthwdeMM0 T FEATURES ngestoewwnaM U*v starxfaad rrals. RfMaon Pln; Rwmon 1to0ieGmot� R.CTitC R.App. D AS A653 SQ 50 C13 Pro"Namc a Q F,=stat w=7MM Truss & Joist Hamer 18&20 Ga,(0.047-8 0.036'min.) High Strength NW c.--,kv ASTM A653,G-50 [PATU Series 24 On the internet: www.alpeng.com _. i Joist & Truss Hanger • Heavy AG U S DIYENSiONS FASTENts M ALLOWABLE wAVM LOADS UPLJFt LOADS PRODUCT ]E8Dgp Jt0{ST POUNDS 133�f. POUNDS _ NO. JO1Sr M N D (NQ. (M 1007x. 115% 1251E AlW% 133% 160X i AGUS26-2 206,8,10 3.1/8 5.1/4 4-1/4 1611 10d 4246 4610 4610. '4610 � 3920 2x8,10,12 3.1/8 6.914 4-1/4 1611 1011 5660 6510 6125 6775 AGUS210-2 21X10,12.14 3116 4314 41/4 6d 10d 7M 8135 8845 8845 `61 0 5840 ACaUS212-2 121116 2x12.14 3-1/8 10-314 4-114 16d 10d 8490 9765 10615 10615 6760 6160 AGUS214-2 2X14,16 9.1/8 119/4 4-1/4 16d 10d 9055 10415 11320 11320 7008 7000 AGUS216-2 31/8 133/4 4-1/4 1611 110d 10470 12M 12045 12045 8000 8000 y AGUS26-3 248.10 4-M 5-1/4 4.1/4 16d 10d 4245 4610 4610 4610 3830 3820 AGUS28-3 2x8.10,12 418 6.3/4 4-1/4 1611 10d 5660 6510 6725 6725 �0 � • AGUS210.3 2X10,12,14 4-W 8,314 4-1/4 1611 10d 7075 8135 8845 8845 $840 5840 AGUS212-3 3 2x12,14 4.618 10,9/4 4-1/4 1611 10d 8490 9765 10615 10615 6160 6160. AGUS214-3 3 2x14,16 4 W 113/4 4-1/4 16d 10d 9055 10415 11320 11320 7000 7088 AGUS216.3 3 2(16 4618 13-3/4 4-1/4 1611 M10d 10470 12040 12045 12045 8000 8000 AGUS46 ' 4x6,8,1039x16 5-1/4 41/4 1611 410d 4245 4510 4610 4610 3830 3920 r AGUS48 4410,12 39116 63/4 41/4 1611 0010d 5660 6510 6725 6725 3MM0 5040 3920 AGUS410 4X10,12,14 39116 8,3/4 4-1/4 1611 10d 7075 8135 8845` 8845 ' AGUS412 4X12.14 39116 103/4 4-1/4 16d 10d 8490 9765 10615 10615 6160 6160 I 110 .7000 7000 AGUS416 4X16'16—_ 39116 13-3/4 41/4 14,16d 10d 1� 12040 1210415 415 12416 8000 8000 1 AGUS56 5'GluLam 5-1/8 5-1/4 4-1/4 16d 410d 4245 4610 4610 4610 3830 3920 AGUS53 5"GiULM 51/8 6-3/4 4-1/4 40 16d )10d 5660 610 6725 6725 3920 3920 i AGUS510 5'GluLam 5.1 J8 8-3/4 4-1/4 16d 10d 7075 8135 8845 8845 5040 5040 AGUS512 5'GiuLam 5.1/8 103/4 41/4 1611 44 10d 8490 9765 X0615 10615 6160 6160 0 7000 7000 AGUS516 5'GluLam 5.118 13-3/4 4.1/4 AGUSS14 5'GluLam 5-1/8 11-3/4 4-1/4 6416d 58)14 10470 12040 1216d 10d S055 10415 415 12425 8000 8000 AGUS66 6X618,10 5-9116 5-1/4 4-1/4 1611 4)10d 4245 4610 4610 4610 3830 3920 AGUS68 6X8,10,12 5.9/16 6.3/4 4-1/4 4016d )10d 5660 610 6725 6725 3920 3920 AGUS610 6X10,12,14 5.9116 8,3/4 4-1/4 1611 1011 7075 8135 8845 8845 5040 5040 AGUS612 6X12,14 5.9/16 10-3/4 4-1/4 16d 44 td 8490 976 10615 10615 6160 6160 AGUS614 6X14,16 5.9/16 113/4 4-1/4 641611 1011 9055 10415 11320 11320 7000 7000 AGUS616 6X16 59/16 133/4 41/4 4164 10d 10x70 12040 t241-5 12415 8000 8000 AGUS86 T Giulam 7-1/8 5-1/4 4-1/4 1611 4)1d 4245 4610 4610 4610 � 3920 AGUS88 7 GluLam 7-1/8 6.3/4 4-1/4 16d 10d 5660 6510 6725 8845 50gp 5040 AGUS810 T G1uLam 7AM 8.3/4 4.1/41611 SM10d 7075 8135 8845 AGUS812 7"GiuLam 7-1/8 10-3/4 4-1/4 led 4414 8490 976 10615 10615 6160 6060 1i AGUS816 7'GluLam 7-1/8 13.3/4 4.1/4 ;14)16d eAGUSS14 7"GuLam 7-1/8 11-3/4 4-1/4 16d 0j1 d 1� 12040 1249 1245 8000 8000 NOTES: 1.Lumber is Southern Pine or Douglas Fir.For other species,adprst the tabular values in aecordarrce o1h the'91 NOS. ! 2 1O naris aro common naffs having a diameter of 0.148 inch.isd nails are common nails having a diameter of 0.162 WdL 3.Tabular leads have been inemased 33%and 60!5 for wind and earthquake Wading.No further ii=aase is alowed- ! 4.Use all spacded fastens in schedule to achieve values ind�ted. S.Code Compliance:NEA pending. i AGUS PRODUCT FEATURES Furl¢114 seat for higher loads and longer toss spam •Wider header flanges for easier inq wing standard nails. e w�✓ o ReMtion N0. Revision MoaeOoors R.DOW FIL?pp.: i Pwouc f ASTM A653 SQ33 Join "&1 er-Hea � ❑a r,=33W Fs Joist & Truss Han 12 Ga.(0.100"min.) trcm,allo ASTM A653,G-60 ACUS Series 25 On the internet: www.alpeng.com I - -- JI rock Me TMS DRAWING S1 IFIES REPAIRS FOR A TRUSS WITH CRACKED WEBS. _ WARNING: THIS DESIGN 13 VALID ONLY FOR A SINGLE PLY TRUSS WITH U DAMAGED WEBS OF 2X4 SIZE AND /3 SO. PINE GRADE. IN ADDITION 11.` A MAXIHUH OF 1 CRACK PER WEB AND 2 CRACKED WEBS PER TRUSS ARh I ALLOWED. CONTACT THE TRUSS MANUFACTURER FOR REPAIRS THAT 00 y NOT COMPLY WITH THIS DETAIL. � �0} • DAMAGED AREA 0' MIN. to 120 MAX. LENGTH OF CRACK IN WEB. S Ad, 121-2X4 SO. PINE 03 SCABS. MINIMUM LENGTII OF SCAB MUST BE TIIE GREATER OF: I. 600 + LENGTH OF DAMAGED AREA (8). MINIMUM OF 34" t1 ON BOTH SIDES OF TIIE DAMAGED AREA or 2. BOX OF THE ORIOINAL W99 LENGTH ATTACH ONE SCAB TO EACH FACE OF THE WF�9 WITH A p000LE ROW OF !Od COMMON WIRE NAILS SPACED 4 O.C. STAGGERED. PEFER TO NAIL SPACING DETAIL FOR ADDITIONAL NAIL SPACING INFORMATION. NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGNS AND SPECIFICATIONS. 344 MIN. 34r MIN. • / {sl 11WHAILOs 00c1WK1 ccMtOK 01A00[11R01 i/►ili�' .1 0 : �ilONi,�ACt T . o • o • o o . --- 2X4 #3 S0. PINE WEB ONLY r- --_--- -_-_------_---___ h r w 4 NAIL SPACING DETAIL EI.T. TYP.: Al.p1NEsW THE HS\jRULOX DESIGN CRIT TPI Rev 17.2m - NOT TO SCALE IlP"6 /1101111.11• MIOos.cll. 114. 111x�f1►Id-"-1914464 C.14 1:1 I•.'7 1-► 1.1 L':1 1.] KN MPQTiTA TMN WnT1NING r «11411.1,. �� TC LL - PSF CRACKED WER OETAt p1a11 Ini rt KY•aBIM1 r41x U.I It0 Ix/11.1111• In f.11pl 1.0 IC g1. !* `'' ! 1 1 1' 1 t .•1 1'_I 1::1 Ii11111N/111.11 1x11 Molal ox 11161 L'cc Ir ICA11m.f, ro 1111 wilclul. 111 1110,11 01 IPI 9/ 1111s 01•.1181 d �• �Ati/4� .. g>!..••.., F TC OL PSF QA TE 092 94 1 1 l.1. C.1 rCl I.UN4 Its Iw1/e Ilt tw..Is PI lar W.daKo x1111 05001 el 11'1. IW 01x.11 144111 fl'lclq 111x1-11111 0wr.11r 1.1 �� �,�1►1C ?j� 1 s 1.1 r•� I L3- a.•IN C1.J/a7w1s also x.11 of 1101.calls. 91llt 0.9111/4 sold 411tl1-11.111111 Id W4 4111111.9151 11111c171Y 0111 Z•�UO Z I'�'.+� OC OL ` PSF O"W�IC2509,10 73 ` 1 .1 1'.1 1-1 l':1 11.1 6x n 1.(111•1/101/O. srq/La1LC11xf 10 IICII//ll q C.A:IW :11114 11 111111111/011110 rllll nIx;P11 ' .I"• y� 1 I4xR3•10 Wlts 611111.1u 16011111 wl 1111/1491601 90611111111 I1 17110.0/1 axOCO•wl1.1111110. Y011a'x UUO DC LL - PSF FL-Ell F,.=•1 1 , nl.Ptrlr_ c::l urlo� L 1 rta ra•.1r/:.1 rlr 41....11111 ne. 440 c 11.01..9. 14911.11/u.narlg na111..Inu nucha nlcw 1111 ur. -• 4I TOT.1.0. PSF r(l� 1aU 0.4 Oo1111calltt Mail glass W 11..1 : 191 101 11061111111`1 aI'Is1 110,1104 1,111411 1//1/4111 IIQ Ir.wix A n�) I 'q- !]( 114(1 lrJ C 1 14 •a 1.46 n1..U1. -111116 16 1.4 L•xx1tll al of PIL a l/.tN I+IldaI 1.N I1AlIt1. 00x11.11411.1 a 11113 '��Sls_�•1%1Q �•tiii•' DUR.FAC. �A / ,1 • 1-1 1 .1 1..1 ;;1 111.Jo os 1.011 tW/{ 141 Ml/1t IIY 1.1/1 1.1 1101 0184 111 x.r 11111911 l0 I.l 11%43 IMCII011U1114:I.IWI. ',1011+1�(D E/NN•,• .O•/.0 x r .. •_. 1.•) . 111::.pal1 111.1111116 1141.. 111311111111101 GIY1411!1.111r11f11ir11W0Is11M1101sIMlL i7js PACING G " PAGE 50 y TOP CHORD 2X'1 S0. PINE 12 11, EXCEPT AS Sf1UWN (•*+ ) 42 HIP OR COMMON TRUSS (2) 160 BOT CHORD 2X450. PINE 12 11 • TOE . WEBS 2x4 SO. PINE N3 •• (3> Iso TOENAILS. 2' TYP. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. •'• OPTIONAL OVERHANG Ni HIP TRUSS UPLIFT : 35ON 2001 OR +• TRULOX WITH 4 NRILS ORG LOC' + * RS PER DRAWING UPLIFT BASED ON 10.0 PSF TOTAL DEAD LORD. WIND 1. 7' J3 SPEEOt110 MPH. MEAN HGTt17.5 FT. ENCLOSED. (SBC) MIND ANALYSIS ALSO COMPLIES WITH SOUTH FLORIDA BUILDING CODE FOR 120 MPH AHD 30.0 FT. MEAN HEIGHT. 5• J2 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INOICRTED. UPLIFT : 5801 430N T_ 8RG LOC: + ++ 3' UPLIFT BASED ON 10.0 PSF TOTAL DEAD LORD. WINO J1 SPEE01120 MPH. MEAN HGTt22.6 FT. ENCLOSED. (SBC) II J1 J2 J3 J4 J4 J4 WIHOANALYSIS ALSO COMPLIES WITH SOUTH FLORIDA BUIL01►IG CODE FOR 120 MPH AND 30.0 FT. MEAN HEIGHT. *+l+ HIPJACK TOP CHORD LUMBER GRADE ( •*• ) L MAX. NORMAL MAX. HIPJACK SOFFIT WEIGHT f•+*+�+�-moi 3'� 5'� 7'� F+2' —i OVERHANG OVERHANG 1' TYP. LENGTH LENGTH 2 PSF 10 PSF +++ OPTIONAL VERTICAL WEB. USE ALPINE 1X3 OR WOODLOC 13 0-00-00 0-00-00 N2 N 112 N AT BOTTOM OF VERTICAL. USE ALPINE 3X4 OR WOODLOC 26 1-06-00 2-01-07 12 N 112 N AT TOP OF VERTICAL ANO DOUBLE DIAGONAL WEB. I-09-00 2-05-11 N2 N2 DENSE 1-09-00 2-05-11 - 111 N 2-00-00 2-09-15 N1 NI DENSE 2X11 ALPINE 3.00 2. 12 l . �X4 ALPINE NE OR STs OR 1 to 21 uooDl_oc 2X7 ALPINE 4.GO 23 l•IOOOLOC +* ++ 2X4 ALPINE OR OR 24 WOODLOC 27 WOODLOC 3X4 ALPINE SIMPSON THJA26 —. .—. ++ + ++ OR MAY OE USED 3/4" 25 WOODLOC 2.5X4ORLPINE { *** 3'--J 5'-- I � 7r L... R_I N 9-10-13 OVER 2 SUPPORTS + 25 WOODLOC Fes- �f-�j-�f RIGS21 WT 3.50" R/4639 M1 3.50' HIPJACK ENO AND CORNER JACKS PLT. TYP. —ALPINE OR WOODLOC FURNISH A COPY OF TIIIS DESIGN TO ERECTION CONTRACTOR 11l PtNIC CNCINECR[0 rR00uc lt. IMC, rAUSSE$ Rt0U1P( EXINC:E CARO ..••...... DES 1 GN CR 1 T:TP 1 REF o p — t= o E_ ** I MPOR TAN T** :HALL Nal RE cts0 PROLE FO■ANY IJRRN I NG IH SAHOLINC. 'N'C' it AND `'�� '' dATRUSS C=3 O DEVIATION FRO" INIS OCCICM 0[ ?Nts[ SPECIFICATION(. OR ANY RRALINC; S[t NiR-SI tY 7r 1. SEE INIS O[SILN ,;\`�G`ON 0;890;• TC LL 30. 0 PSF DATE 10/5/94 pp MILUR( 10 BUILD INT TRUSS IN CONFORMANCE NEIN OSId RY Irl FORDDITIONAL frE[IM If(nAN[Nr RccnNc■E :.1C :'tlfic;,,, �'•pp ALPINE CONNECTORS Mt MAO( Or SOCA CALU, SI(Cl AEEf1110 ASAI OUIIEMENTs. units%OINERUISE twoICAIto. For .-�, }tl �,.y= TC DL 7 OR 15 P$F DRWG Q99. 1Q7 pp MYS CR A[RC[rt Af 901(0. APPLY CONNCCIOR3 r0 cOCN IAC[ 0f CIWID SIIAtI RE l01(RAIIY RRnC(D UIU{►ROPER 3{794p IRUSS AMO UNLESS OIIICRNISE LOCATED ON IMIS OERICN. POSITION LY AIIACNED PLYU000 SNCRIN111C. ODIION CNORO • / C BC OL 10• 0 PSF NC-ENG LRH OCOHN[CIONI PC. DRNVINCS I)u 19c s 1E.A-r. UCSICN SIANOANOS V11N PROPUIY AIIACNEO RIGID Ms. *. -- SC[ TAT,�p+ 47 OR 55po CDNFOM Y/A►rIICARL( FlOVISIONS or Nos l Irl. AN ENGINEER'S ALPINE IECHNICAI UPUAIE 191/31)FOR PROP[R % 41, •.100tp� ' ?: TOT.L0. PSF 0/A LEr1. cmp SEAL ON INIS ORRUING APPLIES 10 IN( COMPONENT DEPICTED HER( ORYVALL Ar►l ICA11DN, FURNISH A COPY or SNIP •,Crf ••...• OUR.FAC. I 33 I� Q �• C I� o IN OMY. ANO SNAtI HOf RE NELICO Ur ON IN ANY Ot11[R DAY. MICA To 111( TRUSS tRCC110N CON IRAC TOR. �R(D'IO .`' -Irl TRUSS FIAT( INSTITUTE. No$ • NAT1pNL OESICH SPECIFICATION FOc UOOO CONSIRUCI1911 "'�" SPACING SEE ABOVE ITYPE 7' SE T BACK PAGE 31 JOB: VALLEY OETAI (A) 2X6 OR LARGER SO. PINE N2 VALLEY RAFTER (8) 2X4 SO. PINE 03 CRIPPLE (MAX HEIGHT G' -3" ) F R A N I N G (C) 2X4 SO. PINE 13 CRIPPLE (MAX HEIGHT 6'-3" ) (0) 2X6 OR LARGER SO. PINE N2 VALLEY RAFTER PLAN NOTE: VALLEY RAFTER (0) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (R). NOTE: REFER TO VALLEY DETAIL A105 FOR SUPPORTING TRUSS COMMON TRUSSES BRACING DETAILS. AT 24" O . C . (B),(C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9' -l0`. (B),(C) MAX HEIGHT WiTH 2X4 "T" BRRCE IS It' -2". VALLEY RAFTERS FOR IXII AND 2X'1 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. RIDGE RAFTER FASTEN IX4 "T` BRACE TO CRIPPLE WiTH 80 NAILS AT 4" O.C. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 160 NAILS AT 4" O.C. + 111 LIEU OF PLYWOOD SHEATHING, 1X4 CONTINUOUS LATERAL BRACING (ITEM—FIR OR BETTER) AT 24" O.C. MUST BE ATTACHED TO THE COMMON TRUSSES UNDERSVALLEY TTHETCONTiINUOUSIORD FLATERATtIE LUBRACINGMUST SUPPORTING EXTEND AND A T 2 4" 0. C . BE ATTAC11EO TO TIRE FIRST TRUSS THAT 11AS SHEATHING DIRECTLY ATTACHED TO THE TOP CHORD. AT EACH ENO OF THE VALLEY. RTTRCH CONTINUOUS LATERAL BRACING TO EACH TRUSS U17H (2) 80 HAiLS. MOTE: THIS OPTION MAY ONLY BE USED iF THE SUPPORTING TRUSS HAS BEEN DESIGNED WITH PURLINS AT 24" O.C. SPACING ON TOP CHORD. (2)-16D NAILS, TOENAILED THRU 2-16D HAILS, 70ENRILED CRIPLE INTO RIDGE BOARD ( 3)-16D NAILS, ( 3 )-160 NAILS. TOENAILED 3-160 TOENAILED D ) <A> D ) NAILS ( R ) 3-160 <C ) NAILS * PLYW00 (0 ) SHEATHING (C) 14 4-0- 1vn8. ) ( 3)-160 NAILS, TOENAILED (2)-160 NAILS, TOENAILED ( TYPICAL ) SUPPORTING TRUSSES AT 24" O.C. MAX SPACING PLYWOOD SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS GIRDER t3)-160 NAILS, TOENAILED THRU CRIPPLE INTO PLYWOOD SFDN-- 1107 FURNISH A COPY OF THis DESIGN TO ERECTION CONTRACTOR REV 15.6,8 SCALE T 0.2500 0 0 0 0 [� a « ALPIIIE 1HCIH(QED /ROOI1CIf. INQ TRUSSES REOUIt[ [NIREA[ (AAA ,...• .... DESIC,H CRiT: TPI REF CONY.VALLEY I HPORTANT+* RIMEL Nor 1(R[S►oHSUt( i0R ANY WARN i NG IN NANoutc. a(uioN AHo 'CION B.6 0AC=3 = DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. Ot ANY IIACII.C. $If Nit-fl IV IPI. SE[ TNI$ OEIItN � Q,I'• TC LL 36.0p$F ORTE 12/22/93 C {AILYR( 10 WItO 111[ INUIS IN CONFORRANCt MIEN 05108 SY 111 FON ADDITIONAL SPECIAL P[NKAN[NI OIRCINC R[ V ;a ALPINE CONN[C1OAS ARE AAO[ Oi &OCR CALV. STEEL M(EIIHC ASIR ROIN[M(HIS. ONL[SS *$Mitotic l"01CA11O. for tCt: Gs TT ''Yst TC OL 1`J.OPSF ORWG V10`5-CONV O A..R C■A INCEPT AS NOIEO. APPLY COHNCCIOHS 10 EACH FACC OF [HOMO INALL t[LAICOALLY QACEO NI 1N PROPER ? N 34794�' IRuffANO UNt(fs 0111COUISC LOCATED OH THIS OCSICN. POSITION tV At1ACNt0►LVYOOI SMtAIRING, OD11oA Coon BC OL 10. 0 PSF HC-ENC CLG f� ON11t(10R$Pit ONANINGI Ilt. ISD L ISOA-F. O[SICN 11AHOAADS HifN PROPERLY A1fACNED RICID C(ILIHG su „ TOT.L0. 5`J. OPSF 0/A LEN. 24-0-0 CowORn MIAPPLICAGLE PROVISIONS OF NOS L 1►1. AN ENOINE[R•S ALPINE I(CNNICAL YPOAt( (111/11)FOR PIOPlt ••, ,;•F(O RIO* �Q:fE AL ON tMif 0 AUINC APPLIES 10 THE COA►ONENT OE►ICf10 HERE OOYHALL APPl ICA1I0H. FIIRNI$N A COPY OE INif �J��"""' QI ,: OUR.FAC. 1 .33 P I T C H 6.0/12 IN OHLV. AND$MALL N01 R( N[LIto WON IH A"I OTHER MAY. Otsic" 10 IN( fouls 119CII4N Co-$NAC ION. Q t7 o t—, o --I►I , fouss PIAIi IH11110u. NOS • HATIONIN 001CH SPFCIFICAI ION FOR unOn(IN,SfYNCfInN ”"""" SPA(.TNG SEE ABOVE TYPE CONY.VRLLE ( PAGE 35 3353E LENDRY F15 FL LUMBER UNLIMITED 356-5440 99.1 Aflowable Stress Design oaa NOTE: LOAD TABLE I LPI 36A DEPTH 11.875 DESIGN CRITERIA 0.45 1.THIS LPI JOIST IS DESIGNED TO SUPPORT ONLY WEB: 0.375" ORIENTED STRAND BOARD VERTICAL LOADS AS SHOWN.VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES FLANGE 1.50 X 2.250 GL310OFb-2.35 LIVE LOAD 40 PSF LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. AD _ 15 PSF METHODS,UPLIFT CONNECTIONS,OR LATERAL (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) TOTAL LOAD 55 PSF BRACING FOR WIND OR OTHER LOAD DISTRIBUTION SOURCE TYPE LOAD FROM TO LOAD CONDITIONS THAT IS ALWAYS REQUIRED IS THE FT-IN-SX FT-IN-SX FS-PACING- 24.00 IN. C C RESPONSIBILITY OF THE PROJECT ARCHITECT UNIFORM FLOOR LIVE 80 PLF 00-00-00 13-10-08 OR ENGINEER. UNIFORM FLOOR DEAD 30 PLF 00-00-00 13-10-08 DEFLECTION CRITERIA 2.PROVIDE RESTRAINT AT SUPPORTS TO INSURE LATERAL STABILITY, THIS LPI REQUIRES WARNING NOTES: LIVE LOAD DEFL: L / 480 CONTINUOUS LATERAL RESTRAINT OF TOP AND TOTAL LOAD DEFL: L / 240 BOTTOM EDGES. THIS COMPONENT DESIGN IS SPECIFICALLY FOR LOUISUWA-PACIFIC ENGINEERED 3.DO NOT CUT,NOTCH OR DRILL LPI FLANGES, WOOD PRODUCTS.USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG•LAM DURATION OF LOAD INCR: 0 6 HOLES MAY BE CUT IN WEB ONLY AS NOTED ON LVL,TECLAM LVL,LPI JOISTS,OR TLI JOISTS IS STRICTLY PROHIBITED. THIS DRAWING. LOAD SHARING: 4 M 4.SHIM ALL BEARINGS FOR FULL CONTACT. ANCHOR LPI JOIST SECURELY TO BEARINGS OR HANGERS. 5.VERIFY DI N ION BEF RE TTING LPI T SIZE. CODE COMPLIANCES 8.THIS LPI IS TO BE USED AS A FLOOR JOIST ONLY. REPORT ft BOCA 97-52 ••'THIS DRAWING IS NOT TO SCALE•" ICBO PFC-3754 L.A. City RR 25176 SBCCI 9815 WISCONSIN 980082-W N.Y. STATE 650-95 M&MC N.Y. CITY MEA 96-94-E VOL.II CCMC 11094-R DEFLECTION ASSUMES COMPOSITE ACTION WITH GLUED AND NAILED 23/32" APA RATED SHEATHING (48/24 SPAN RATING). SUPPORT REACTIONS (LBS): CASE B E A R I N G N U M B E R 1 2 1 735 792 2 200 216 3 735 75 4 200 2577 MIN BEARING SIZES (IN-SX) 2- 0 2- 0 11.e75 2.250 CROSS SECTION MAXIMUM DEFLECTIONS RIGHT CANTILEVER CALCULATED ALLOWABLE CALCULATED ALLOWABLE 0 6 0 LIVE LOAD 0.13" 0.33" -0.01" 0.20" 13- 4- 8 -DEAD LOAD 0.07" -0.01" 13-10- 8 TOTAL LOAD 0.18" 0.66" -0.02" 0.30" Handling&Erection Miscellaneous Information Gang-Lam LVL,TecLam LVL,LPI Joist,and TLI Joist Specifications Software Provided By: 09i09M SSBC Temporary and Permanent bracing for holding component The use of this component shall be specified by the designer of the •Supports and connections for Gang-Lam LVL,TecLam LVL,LPI Joists,and TLI Louisiana-Pacific Corp. plumb an d for resisting lateral tonnes shall be designed and complete structure.Obtain all the necessary code compliance approval Joists to be specific applications. Engineered Wood Products installed by others.No bads are lo be applied to the instructions from the designers of the complete structure before using this 'Common nails driven parallel b glue lines shall be spaced a minimum of 4' 9 compawxt until after all the framing and fastening are component.If the design criteria listed above does not meet local building for 10d and 3-for ad. 2706 Highway 421 North completed.At no time shag bads greater than design bads code requirements,do rpt use this design. When this drawing is signed •Do not rat,notch,drill or atter Gang-Lam LVL.TecLam LVL,LPI Joists,and TLI Wilmington,NC 28401 be applied to the component. ant sealed Louisiana-Pacific Corp is approving only the structural design of Joists except as shown in published material from Louisiana-Pacific Corp.any use Local (910)762-9878 Design Criteria the unit shown on the basis of data provided by the customer and shown on of Garp-Lam LVL,TecLam LVL,LPI Joists,and TLI Joists contrary to the limits National Wats (800)999 9105 this drawing.Gang-Lam LVL,TecLam LVL,LPI joists,and TLI joists are set forth hereon,negates any express warranty of the product and Louisiana-Pacific The design and material specified are In substantial made without camber and will deflect under bad,wood in direct contact Corp,disclaims all implied warranties including the implied warranties of DWG # conformity with the latest revisions of NOS and AITC.Dead with concrete must be protected as required by code,continuous lateral merchantability and fitness for a particular use. bad deflection includes adjustment factor for creep.Total support is assumed(wall,floor beam,etc.)L-P does not provide on-site load defection is Instantaneous. inspection SHEET # 33536 LENDRY BM-3 FL LUMBER UNLIMITED 356-5440 0 02 NOTE: 99.1 Allowable Stress Design LOADTA13LE 2 BEAMS 1.T5 X IIAT5 GL295O-2.0 DESIGN CRITERIA 0.03 I.THIS GANG-LAM BEAM IS DESIGNED TO SUPPORT . OTHER LOAD CASES DESIGN CONSISTS OF 2 - PLIES FASTENED NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1) ONLY VERTICAL LOADS AS SHOWN. FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. TOGETHER (REFER TO NOTES). LIVE LOAD 40 PSF 15 PSF VERIFICATION OF LOADING,DEFLECTION (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DEAD LOAD = LIMITATtONS,FRANNNGMETHOOS,WIND TOTAL LOAD = 55 PSF BRACING,OR OTHER LATERAL BRACING THAT DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD IS ALWAYS REQUIRED IS THE RESPONSIBILITY FT-IN-SX FT-IN-SX FLOOR SPAN CARRIED 1.00 FT OF THE PROJECT ARCHITECT OR ENGINEER, UNIFORM FLOOR LIVE TOP 280 PLF 00-00-00 03-04-00 2.PROVIDE RESTRAINT AT SUPPORTS TO INSURE UNIFORM FLOOR DEAD TOP 105 PLF 00-00-00 03-04-00 DEFLECTION CRITERIA LATERAL STABILITY. UNIFORM FLOOR LIVE TOP 20 PLF 00-00-00 03-04-00 3.DO NOT CUT,NOTCH OR DRILL GANG-LAM. UNIFORM FLOOR DEAD TOP 19 PLF 00-00-00 03-04-00 LIVE LOAD DEFL: L / 360 4.SHIM ALL BEARINGS FOR FULL CONTACT. TOTAL )AAD DEFL: L / 240 6.VERIFY DIMENSIONS BEFORE CUTTING WARNING NOTES: T I DURATION OF LOAD INCRe 0 1s 6.THIS G-LAM IS TO BE USED AS THIS COMPONENT DESIGN IS SPECIFICALLY FOR LOUISIANA-PACIFIC ENGINEERED FLOOR BEAM ONLY. WOOD PRODUCTS.USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG4" CODE COMPLIANCES LVL TECLAM LVL,LPI JOISTS,OR TLI JOISTS IS STRICTLY PROHIBITED. REPORT # 7.PROVIDE COMPRESSION EDGE BRACING AT BOCA 97-53 EACH END OF COMPONENT. ANCHOR GANG-LAM LVL BEAM SECURELY TO BEARINGS OR HANGERS. ICBG ER-5004 L.A. City RR 25167 •'•THIS DRAWING IS NOT TO SCALE"• THIS FLOOR COMPONENT HAS BEEN DESIGNED WITH AN INPUT SBCCI 94908 DEFLECTION LIMIT OF L/360.FOR STIFFER FLOORS AND BETTER CCMC 11518-R FOR M PERFORMANCE,L/480 IS HIGHLY RECOMMENDED. • D% IGN A U E COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF GANG-LAM,SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. •ATTACH 2 GANG-LAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE STAGGERED AT 12.00"C/C. SUPPORT REACTIONS (LBS): CASE BEAR I NG NUMB ER 1 2 1 707 707 2 207 207 MIN BEARING SIZES (IN-SX) 3- 0 3- 0 11.875 1.750 13.500 CROSS SECTION MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.00" 0.10" *DEAD LOAD 0.00" 3- 4- 0 TOTAL LOAD 0.00" 0.15" Handling 8 Erection Miscellaneous Information Gang-Lam LVL,TecLam LVL,LPI Joist,and TLI Joist Specifications Software Provided By: os/g9/ee SSBC Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for Gang-Lam LVL,TecLam LVL.LPI Joists,and TLI Louisiana-Pacific Corp. dumb and for resisting lateral fomes sites be designed and complete structure.Obtain all the necessary code compliance approval and Joists to be specific applications. Engineered Wood Products InsIykd by Mitts.No bads are to be applied to the Instructions from the designers of the complete structure before using this •Common nails driven parallel to glue lines shall be spaced a minimum of C component until after all the framing and fastening are component. If the design criteria listed above does not meet local building for 10d and 3'for ed. 2706 Highway 421 North complete.At no time shad bads greater than design bads code repuiremeMs,do not use this design.When this drawing is signed 'Do not art,notch.drill of after Gang-Lam LVL.TecLam LVL.LPI Joists,and TLI W ilminglon,NC 26401 be applied to the component. and sealed Louisiana-Pacific Corp is approving orgy the structural design oll Joists except as sham in published material from Louisiana-Pacific Corp.any use Local (910)762-9878 Design Criteria the unit sham on the basis of data provided by the customer and shown o of Garp-lam LVL,Tect-am LVL,LPI Joists,and TU Joists contrary to the limits National Wals (800)999 9105 g this drawing.Garp-lam LVL,TecLam LVL,LPI joists,and TLI Joists are set forth hereon,negates any express warranty of the product and Louisiana-Patric The design and material specified are in substantial I made without camber and will deflect under bad,wood in direct contact Corp.disclaims all implied warranties including the implied warranties of OW G # conformity cath the latest revisions of NOS and AITC.Dead with concrete must be protected as required by code,continuous tat" merchantability and fitness for a particular use. bad deflection Includes adjustment factor for creep.Total support is assumed(wall,floor beam,etc.)L-P does not provide on-site toad deflection Is Instantaneous. inspect— SHEET # 3353B LENDRY BM-4 FL LUMBER UNLIMITED 356-5440 98.1 Allowable stress Design 0.18 NOTE: LOAD TABLE 2 BEAMS 1.75 X 11.575 GL2950-2� DESIGN CRITERIA 0.18 1.THIS GANG-LAM BEAM IS DESIGNED TO SUPPORT DESIGN CONSISTS OF 2 - PLIES FASTENED ONLY VERTICAL LOADS AS SHOWN. NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES TOGETHER (REFER TO NOTES). LIVE LOAD = 40 PSF VERIFICATION OF LOADING,DEFLECTION FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. _ 15 PSF LIMITATIONS,FRAMING METHODS,WIND (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) TOTAL LOAD - 55 PSF BRACING,OR OTHER LATERAL BRACING THAT DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD IS ALWAYS REQUIRED IS THE RESPONSIBILITY FT-IN-SX FT-IN-SX FLOOR SPAN CARRIED 1.00 FT OF THE PROJECT ARCHITECT OR ENGINEER. UNIFORM FLOOR LIVE TOP 80 PLF 00-00-00 13-10-08 2.PROVIDE RESTRAINT AT SUPPORTS TO INSURE UNIFORM FLOOR DEAD TOP 30 PLF 00-00-00 13-10-08 DEFLECTION CRITERIA LATERAL STABILITY. UNIFORM FLOOR LIVE TOP 20 PLF 00-00-00 13-10-08 3.DO NOT CUT,NOTCH OR DRILL GANG-LAM. UNIFORM FLOOR DEAD TOP 19 PLF 00-00-00 13-10-08 LIVE LOAD DEFL: L / 360 4.SHIM ALL BEARINGS FOR FULL CONTACT. CONCENTRATED FLOOR LIVE TOP 514 LBS 01-00-12 MINBRG-2.50" TOTAL LOAD DEFL: L / 240 S.VERIFY DIMENSIONS BEFORE CUTTING CONCENTRATED FLOOR LIVE TOP 514 LBS 12-10-04 MINBRG-2.50" GANG-LAM TO SIZECONCENTRATED FLOOR LIVE TOP 201 LBS 13-10-08 MINBRG-2.50" DURATION OF LOAD INCR: 0 8 6.THIS GANG-LAM IS TOBEUSED ASA CONCENTRATED FLOOR DEAD TOP 193 LBS 01-00-12 MINBRG=2.50" FLOOR BEAM ONLY. CONCENTRATED FLOOR DEAD TOP 193 LBS 12-10-04 MINBRG=2.50" CODE COMPLIANCES CONCENTRATED FLOOR DEAD TOP 75 LBS 13-10-08 MINBRG=2.50" REPORT # 7.PROVIDE COMPRESSION EDGE BRACING AT BOCA 97-53 EACH END OF COMPONENT. WARNING NOTES: ICBG ER-5004 L.A. City RR 25167 •••THIS DRAWING IS NOT TO SCALE'•• THIS COMPONENT DESIGN IS SPECIFICALLY FOR LOUISIANA-PACIFIC ENGINEERED SBCCI 94908 WOOD PRODUCTS.USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG-LAM CCMC 11518-R NOTE FR DOUBLE MEMBER LVL,TECLAM LVL,LPI JOISTS,OR TLI JOISTS IS STRICTLY PROHIBITED. DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF GANG-LAM,SUCH THAT PROVIDE RESTRAINT AT CONCENTRATED LOAD TO INSURE LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. LATERAL STABILITY. ATTACH 2 GANG-LAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE STAGGERED AT ANCHOR GANG-LAM LVL BEAM SECURELY TO BEARINGS OR HANGERS. 12.00"C/C. •MAKE PROVISIONS TO TRANSFER CONCENTRATED THIS FLOOR COMPONENT HAS BEEN DESIGNED WITH AN INPUT LOADS EQUALLY TO ALL PLIES. DEFLECTION LIMIT OF U360.FOR STIFFER FLOORS AND BETTER PERFORMANCE,U400 IS HIGHLY RECOMMENDED. SUPPORT REACTIONS (LBS): CASE BEAR I NG NUMB ER 1 2 1 1666 2097 2 512 634 3 1674 1838 4 504 893 MIN BEARING SIZES (IN-SX) 3- 0 3- 6 11.875�c 1.750 3.500 CROSS SECTION MAXIMUM DEFLECTIONS RIGHT CANTILEVER CALCULATED ALLOWABLE CALCULATED ALLOWABLE 0 6 0 LIVE LOAD 0.08• 0.44" -0.01" 0.20" 13- 4- 8 -DEAD LOAD 0.06" -0.01" 13-10- 8 TOTAL LOAD 0.12" 0.66" -0.01" 0.30" Handling 8 Erection Miscellaneous Information Gang-Lam LVL,TecLam LVL,LPI Joist,and TLI Joist Specifications Software Provided By: 09109M SS13C Temporary aro permanent bracing for holding component The use of this component shelf be specified by the designer of the 'Supports and connections for Gang-Lam LVL,TecLam LVL,LPI Joists,and TLI Louisiana-Pacific Corp. Plumb and for resisting lateral forces shag be designed and complete structure.Obtain an the necessary code compliance approval ano Joists to be specific applications. Engineered Wood Products installed by others.No loads are to be applied to the instructions from the designers of the complete Structure before using this 'Common nails driven parallel to glue lines shall be spaced a minimum of 4' 9 component until after all ft framing and fastening are component. If the design criteria listed above does rot meet local building for 10d aro 3-for Bd. 1 2706 Highway 421 North completed.Al no time shall bads greater Man design bads code requirements,do not use this design.When this drawing is signed 'Do not qct,notch,drift or niter Garp-Lam LVL,TecLam LVL,LPI Joists.and TLI Wilmington,NC 28401 be applied to the component. and sealed Louisiana-Pacific Corp is approving only the structural design of Joists except as shown in published material from Louisiana-Pacific Corp.any use Local (910)762-9878 Design Criteria the unit shown on the basis of data provided by the qutomer and shown on of Gay-Lam LVL,TecLam LVL,LPI Joists,and TLI Joists contrary to the limits National Wats (800)9%9105 this drawing. Gang-Lam LVL,TecLam LVL.LPI joists,and TLI joists are set forth hereon,negates any express warranty of the product and Louisiana-Pacific The design and material specified are in substantial made without camber and will deflect under bad,wood in direct contact Corp.disclaims all implied warranties including the implied warranties of DWG # conformity with the latest revisions of NDS and AITC.Dead with concrete must be Protected as required by code,continuous lateral merchantability and fitness for a particular use. bad defection includes adjustment factor for creep.Total support is assumed(wall,floor beam,etc.)L-P does not provide on-site load deflection is instantaneous. inspection SHEET # 33538 LENDRY BM-5 FL LUMBER UNLIMITED 356-5440 09.1 Allowable$tress Design o.ls NOTE: LOAD TABLE 2 BEAMS 1.75 X 11.375 L2950-2.0 DESIGN CRITERIA o.le 1.THIS GANG-LAM BEAM IS DESIGNED TO SUPPORT DESIGN CONSISTS OF 2 - PLIES FASTENED ONLY VERTICAL LOADS AS SHOWN. NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES TOGETHER (REFER TO NOTES). LIVE LOAD = 40 PSF VERIFICATION OF LOADING,DEFLECTION FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. pgpp Lppp 15 PSF LIMITATIONS,FRAMING METHODS,WIND (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) TOTAL LOAD 55 PSF BRACING,OR OTHER LATERAL BRACING THAT DISTRIBITTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD IS ALWAYS REQUIRED IS THE RESPONSIBILITY FT-IN-SX FT-IN-SX FLOOR SPAN CARRIED 1.00 FT OF THE PROJECT ARCHITECT OR ENGINEER. UNIFORM FLOOR LIVE TOP 80 PLF 00-00-00 13-07-00 2.PROVIDE RESTRAINT AT SUPPORTS TO INSURE UNIFORM FLOOR DEAD TOP 30 PLF 00-00-00 13-07-00 DEFLECTION CRITERIA LATERAL STABILITY. UNIFORM FLOOR LIVE TOP 20 PLF 00-00-00 13-07-00 3.DO NOT CUT,NOTCH OR DRILL GANG-LAM. UNIFORM FLOOR DEAD TOP 19 PLF 00-00-00 13-07-00 LIVE LOAD DEFL: L / 360 4.SHIM ALL BEARINGS FOR FULL CONTACT. CONCENTRATED FLOOR LIVE TOP 514 LBS 01-00-12 MINBRG=2.50" TOTAL LOAD DEFL: L / 240 b.VERIFY DIMENSIONS BEFORE CUTTING CONCENTRATED FLOOR LIVE TOP 514 LBS 12-10-04 MINBRG=2.50" N N LAI CONCENTRATED FLOOR LIVE TOP 329 LBS 13-06-00 MINBRG=2.50" DURATION OF LOAD INCR: 0 & HI MI USED ACONCENTRATED FLOOR DEAD TOP 193 LBS 01-00-12 MINBRG=2.50" FLOOR BEAM ONLY. CONCENTRATED FLOOR DEAD TOP 193 LBS 12-10-04 MINBRG=2.50" CODE COMPLIANCES CONCENTRATED FLOOR DEAD TOP 124 LBS 13-06-00 MINBRG=2.50" REPORT # 7.PROVIDE COMPRESSION EDGE BRACING AT BOCA 97-53 EACH END OF COMPONENT. WARNING NOTES: ICBO ER-5004 L.A. City RR 25167 •• THIS DRAWING IS NOT TO SCALE'•• THIS COMPONENT DESIGN IS SPECIFICALLY FOR LOUISIANA-PACIFIC ENGINEERED SBCCI 9490B WOOD PRODUCTS. USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG-LAM CCMC 11518-R V% E FOR BLE MEMBER LVL,TECLJIM LVL,LPI JOISTS,OR TU JOISTS IS STRICTLY PROHIBITED. SIGN A SUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF GANG-LAM,SUCH THAT PROVIDE RESTRAINT AT CONCENTRATED LOAD TO INSURE LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. LATERAL STABILITY. ATTACH 2 GANG-LAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE STAGGERED AT ANCHOR GANG-LAM LVL BEAM SECURELY TO BEARINGS OR HANGERS. 12.00'GC. MAKE PROVISIONS TO TRANSFER CONCENTRATED THIS FLOOR COMPONENT HAS BEEN DESIGNED WITH AN INPUT LOADS EQUALLY TO ALL PLIES. DEFLECTION LIMIT OF L/360.FOR STIFFER FLOORS AND BETTER PERFORMANCE,U480 IS HIGHLY RECOMMENDED. SUPPORT REACTIONS (LBS): CASE SEAR I NG NUMB ER 1 2 1 1673 2223 2 514 666 3 1676 1870 4 511 1020 MIN BEARING SIZES (IN-SX) 3- 0 3- 8 11.875 I1.750 13.500 CROSS SECTION MAXIMUM DEFLECTIONS RIGHT CANTILEVER CALCULATED ALLOWABLE CALCULATED ALLOWABLE 0- - 8 LIVE LOAD 0.08" 0.44" -0.00" 0.20" 13- 4- 8 -DEAD LOAD 0.06" -0.00" 13- 7- 0 TOTAL LOAD 0.12" 0.66" -0.01" 0.30" Handling&Erection Miscellaneous Information Gang-Lam LVL,TecLam LVL,LPI Joist,and TLI Joist Specifications Software Provided By: 09109" SSBC Temporary and permanent bracing for holding component The use of this component shag be specified by the designer of the •Supports and mnnedions for Gang-Lam LVL,TecLam LVL,LPI Joists,and TU Louisiana-Pacific Corp. plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval ano Joists to be specific applications. installed by others.No bads aro to be applied to the I str uctions from the designers of the complete structure before using this 'Common nails driven parallel to lue lines shall be s inWood Products l after as the frame and fast 9 paced a minimum of 4• component nai rp ening are component. If the design criteria listed above does not meet tical building for ted and 3'for ad. 2706 Highway 421 North completed.At no time shall bads greater than design loads code requirements,do not use this design.When this drawing is signed •Do not cut.notch,drill or alter Gang-lam LVL,TecLam LVL,LPI Joists,and TU Wilmington,NC 28401 be applied to the component. and sealed Louisiana-Pacific Corp is approving only the structural design ol Joists except as shown in published material from Louisiana-Pacific Corp.any use Local (910)762-9878 Desi Criteria the unit shown on the basis of data provided by the customer and shown on of Gang-Lam LVL,TecLam LVL,LPI Joists,and TU Joists contrary 10 the limits National Wats (800)999 9105 Design this drawing. Garp-Lam LVL,TecLam LVL.LPI joists,and TU joists are set forth hereon,negates any express warranty of the product and Louisiana-Pacific The design and material specified are in substantial made without camber and will deflect under bad,wood in direct contact Corp.disclaims all implied warranties including the implied warranties or DWG # cont01mity'with the latest revisions of NOS and AITC.Dead with concrete must be protected as required by code,continuous lateral merchantability and fitness for a particular use. bad deflection includes adpushnent factor for creep.Total support is assumed(wall,floor beam,etc.)L-P does not provide on-site bad deflection is instantaneous. inspection SHEET # 33538 LENDRY BM-6 FL LUMBER UNLIMITED 356-5440 99.1 Allowada Stress Design 0.03 NOTE: LOAD TABLE 2 BEAMS 1.T5 11.875 GL2950-2.0 DESIGN CRITERIA 0.07 1.THIS GANG-LAM BEAM IS DESIGNED TO SUPPORT NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES DESIGN CONSISTS OF 2 - PLIES FASTENED ONLY VERTICAL LOADS AS SHOWN. FOR PATTERN LIVE LOADING ARE CHUCKED AS REQUIRED. TO, (REFER TO NOTES). LIVE LOAD = 40 PSF VERIFICATION OF LOADING,DEFLECTION (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DEAD LOAD = 15 PSF LIMITATIONS,FRAMING METHODS.WIND TOTAL LOAD 55 PSF BRACING,OR OTHER LATERAL BRACING THAT DISTRIBITTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD IS ALWAYS REQUIRED IS THE RESPONSIBILITY FT-IN-SX FT-IN-SX FLOOR SPAN CARRIED 1.00 FT OF THE PROJECT ARCHITECT OR ENGINEER. UNIFORM FLOOR LIVE TOP 20 PLF 00-00-00 14-00-00 2.PROVIDE RESTRAINT AT SUPPORTS TO INSURE UNIFORM FLOOR DEAD TOP 19 PLF 00-00-00 14-00-00 DEFLECTION CRITERIA LATERAL STABILITY. 3.DO NOT CUT,NOTCH OR DRILL GANG-LAM. WARNING NOTES: LIVE LOAD DEFL: L / 360 4.SHIM ALL BEARINGS FOR FULL CONTACT. TOTAL LOAD DEFL: L / 240 6.VERIFY DIMENSIONS BEFORE CUTTING THIS COMPONENT DESIGN IS SPECIFICALLY FOR LOUISIANA-PACIFIC ENGINEERED TO SI . WOOD PRODUCTS.USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG-LAM DURATION OF LOAD INCR: 0 6 THIS6. LAM I TO BE USED AS A LVL,TEGLAM LVL,LPI JOISTS,OR TU JOISTS IS STRICTLY PROHIBITED. FLOOR BEAM ONLY. CODE COMPLIANCES ANCHOR GANG-LAM LVL BEAM SECURELY TO BEARINGS OR HANGERS. REPORT If 7.PROVIDE COMPRESSION EDGE BRACING AT BOCA 97-53 EACH END OF COMPONENT. THIS FLOOR COMPONENT HAS BEEN DESIGNED WITH AN INPUT ICBO ER-5004 DEFLECTION LIMIT OF U360.FOR STIFFER FLOORS AND BETTER L.A. City RR 25167 •"THIS DRAWING IS NOT TO SCALE•" PERFORMANCE,U480 IS HIGHLY RECOMMENDED. SBCCI 9490B CCMC 11518-R NOTE FOR DOUBLE MEMBER DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF GANG-LAM,SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. ATTACH 2 GANG-LAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE STAGGERED AT 12.00'ClC. SUPPORT REACTIONS (LBS).- CASE LBS)=CASE B E A R I N G N U M B E R 1 2 1 276 276 2 136 136 MIN BEARING SIZES (IN-SX) 3- 0 3- 0 11.875 1.750 29 us TI-3.500 CROSS SECTION MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.02" 0.46" "DEAD LOAD 0.02" 14- 0- 0 41 TOTAL LOAD 0.03" 0.69" Handling 8 Election Miscellaneous Information Gang-Lam LVL,TecLam LVL,LPI Joist,and TLI Joist Specifications Software Provided By: 09109M SSBC Temporary and permanent bracing for holding componers The use of this component shall be specified by the designer of the 'Supports and connections for Gang-Lam LVL,TecLam LVL,LPI Joists,and TLI Louisiana-Pacific Corp. plumb and for resisting lateral faces Shan be designed and complete structure.Obtain all the necessary code compliance approval and Joists to be specific applications. Engineered Wood Products trl5talhd by others.No bads are to be applied to the instructions from the designers of the complete structure before using this 'Common nails driven parallel to glue lines shall be spaced a minimum of 4' 9 component un1N after all the framing and fastening are component. If the design criteria listed above does rot meet local building for 10d and 3'for 8d. 2706 Highway 421 North completed.At no time shad bads greater than design bads code requirements,do not use this design.When this drawing is signed 'Do not cot.notch,drift or atter Gang-Lam LVL,TecLam LVL,LP1 Joists,and TLI W Nmington,NC 28401 be applied to the component. and sealed Louisiana-Pacific Corp is approving only the structural design ol Joists except as shown in published material from Louisiana-Pacific Corp.any use Local (910)762-9878 Design Criteria the unit shown on the basis of data provided by the customer and shown on of Gang-Lam LVL.Tect-am LVL,LPI Joists,and TLI Joists contrary to the limits National Wats (800)999 9105 this drawing.Garp-Lam LVL,TecLam LVL,LPI joists,and TLI joists are set forth hereon,negates any express warranty of the product and Louisiana-Pacific The design and material specified are n sttestartial made without camber and will deflect under bad,wood in direct contact Corp.disclaims all implied warranties including the implied warranties of DWG # conformity with the latest revisions i NDS and A1TC.Dead with concrete must he protected as required by code.continuous lateral merchantability and Inness for a particular,use, bad deflection Includes adjustment factor for creep.Total support Is assumed(wall,fba beam,etc.)L-P does not provide onsite toad deflection is Instantaneous. inspection SHEET # 33538 LENDRY BM-7 FL LUMBER UNLIMITED 356-5440 001 99.1 AlbwableStress Design LOAD TABLE 2 BEAMS 1.75 X 11.875 GL2S50-2.0 DESIGN CRITERIA 0.os NOTE: 1.THIS GANG-LAM BEAM IS DESIGNED TO SUPPORT NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES DESIGN CONSISTS OF 2 - PLIES FASTENED ONLY VERTICAL LOADS AS SHOWN. FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. TOGETHER (REFER TO NOTES). LIVE LOAD = 40 PSF VERIFICATION OF LOADING,DEFLECTION (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DEAD LOAD = 15 PSF LIMITATIONS,FRAMING METHODS,WINO TOTAL LOAD - 55 PSF BRACING,OR OTHER LATERAL BRACING THAT DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD IS ALWAYS REQUIRED IS THE RESPONSIBILITY FT-IN-SX FT-IN-SX FLOOR SPAN CARRIED 1.00 FT OF THE PROJECT ARCHITECT OR ENGINEER. UNIFORM FLOOR LIVE TOP 20 PLF 00-00-00 04-06-00 2.PROVIDE RESTRAINT AT SUPPORTS TO INSURE UNIFORM FLOOR DEAD TOP 19 PLF 00-00-00 04-06-00 DEFLECTION CRITERIA LATERAL STABILITY. CONCENTRATED FLOOR LIVE TOP 201 LBS 04-06-00 MINBRG=2.50" 3.DO NOT CUT,NOTCH OR DRILL GANG-LAM. CONCENTRATED FLOOR DEAD TOP 75 LBS O4-06-00 MINBRG=2.50" LIVE LOAD DEFL: L / 360 4.SHIM ALL BEARINGS FOR FULL CONTACT. TOTAL LOAD DEFL: L / 240 S.VERIFY DIMENSIONS BEFORE CUTTING WARNING NOTES: GANG—LAM TO I . DURATION OF LOAD INCR: 0 8,THIS GANG-LAM IS TO BE USED AS A THIS COMPONENT DESIGN IS SPECIFICALLY FOR LOUISIANA-PACIFIC ENGINEERED FLOOR BEAM ONLY. WOOD PRODUCTS.USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG-LAM CODE COMPLIANCES LVL,TECLAM LVL,LPI JOISTS,OR TU JOISTS IS STRICTLY PROHIBITED. REPORT # 7.PROVIDE COMPRESSION EDGE BRACING AT BOCA 97-53 EACH END OF COMPONENT. PROVIDE RESTRAINT AT CONCENTRATED LOAD TO INSURE ICBO ER-5004 LATERAL STABILITY. L.A. City RR 25167 ••'THIS DRAWING IS NOT TO SCALE••• SBCCI 94908 ANCHOR GANG-LAM LVL BEAM SECURELY TO BEARINGS OR HANGERS. CCMC 11518-R NOTE FOR DOUBLE MBJR DESIGN ASSUMES COMPONENTS CARRIED ARE THIS FLOOR COMPONENT HAS BEEN DESIGNED WITH AN INPUT APPLIED TO TOP EDGE OF GANG-LAM,SUCH THAT DEFLECTION LIMIT OF U360.FOR STIFFER FLOORS AND BETTER LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. PERFORMANCE,U480 IS HIGHLY RECOMMENDED. •ATTACH 2 GANG-LAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE STAGGERED AT 12.00'C/C. MAKE PROVISIONS TO TRANSFER CONCENTRATED LOADS EQUALLY TO ALL PLIES. SUPPORT REACTIONS (LBS): CASE BEAR I NG NUMBER 1 2 1 1 453 2 15 148 3 51 184 4 -36 416 MIN BEARING SIZES (IN-SX) 3- 0 3- 8 11.875 1.750 13.500 CROSS SECTION MAXIMUM DEFLECTIONS RIGHT CANTILEVER CALCULATED ALLOWABLE CALCULATED ALLOWABLE 0-10- 8 LIVE LOAD 0.00" 0.20" 0.00" 0.20" 3- 7- 8 -DEAD LOAD 0.00• 0.00" it 4- 6- 0 TOTAL LOAD 0.00" 0.30" 0.00" 0.30" Handling 8 Erection Miscellaneous Infornation Gang-Lam LVL,TecLam LVL,LPI Joist,and TLI Joist Specifications Software Provided By: gglg9f99 SSBC Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for Garp-Lam LVL,Tec-am LVL,LPI Joists,and TLI Louisiana-Pacific Corp. plumb and for resisting lateral forces shall be designed and complete stmcture.Obtain an the necessary code compliance approval Joists to be specific applications. insta led by others.No bads are to be applied to the Instructions from the designers of the complete structure before using this 'Common nails driven parallel to glue lines shall be spaced a minimum of 4' Engineered Wood Products component until alter an are framing and fastening are component. If the design criteria listed above does not meet local building for 10d and 3•for 8d. 2706 Highway 421 North completed.At no time shag bads greater than design bads code requirements,do not use this design.When this drawing is signed 'Do not rad,notch,drill or alter Garp-lam LVL,Te-am LVL,LPI Joists,and TLI Wilmington,NC 211401 be applied to the component. and sealed LoulsiarwPacif c Corp is approving only the stnrctural design of Joists except as shown in published material from Louisiana-Pacific Corp.any use Local (910)762-9878 the unit shown on the basis o/data provided by the customer and shown on of Gang-Lam LVL,Teclam LVL,LPI Joists,and TU Joists contrary to the limits National W als (WO)W99`105 Criteria Design this drawing.Gang-Lam LVL,Ted-am LVL,LPI joists,and TLI joists are set forth hereon,negates any express warranty of the product and Louisiana.Pacific The design and material specified are In substantial made without camber and will deflect under load,wood in direct comas Corp.disclaims all implied warranties including the implied warranties of DWG # conformity with the latest revisions of NDS and AITC.Dead with concrete must be protected as required by code,continuous lateral merchantability and fitness for a particular use. bad deflection Includes adjustment factor for creep.Total support is assumed(wall,floor beam,etc.)L-P does not provide on-site load detlectiorl is Instantaneous. inspection SHEET # LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 19 c)9 Re: -Wind Loading Requirements For The New Residence Located On Lot 6q A & *7 0 A O&AL Av e Cdu%G1, Fl. TO WHOM IT MAY CONCERN:- U The architectural plans of the subject residence have been reviewed by myself for compliance with section 1606 of the 1,997 -SBC for wind speeds of 110 mph and concluded that the residence structure will satisfy the wind loading requirements of section 1606 of the 199-7 -SBC as long as sheets of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis: - a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that I have no knowledge of any subsurface soil condition report; thus, all footings are designed as shallow footings bearing on soil that possesses a maximum allowable bearing pressure of 2000 psf. If contractor found any differing conditions either through soil report or soil removal ,then I shall be notified and possible footing design revisions may have to be implemented prior to commencing work, f) that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceiling joists of any shear forces acting normal to their longitudinal axis. Please let me know, if further help is needed. Sincerely Louis J. Gabriel, P.E. 3353B LENDRY BM-8 FL LUMBER UNLIMITED 356-5440 " 99.1 AtbwaDle Stress Design LOAD TABLE 2 BEAM 1.75 X 18.000 L21i514.0 DESIGN CRITERIA 0.79 NOTE: 1.THIS GANG-LAM BEAM IS DESIGNED TO SUPPORT DESIGN CONSISTS OF 2 - PLIES FASTENED ONLY VERTICAL LOADS AS SHOWN. NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES TOGETHER (REFER TO NOTES). LIVE LOAD 40 PSF VERIFICATION OF LOADING,DEFLECTION FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIMITATIONS,FRAMING METHODS,WIND (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DEAD LOAD 15 PSF TOTAL LOAD 55 PSF BRACING,OR OTHER LATERAL BRACING THAT DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD IS ALWAYS REQUIRED IS THE RESPONSIBILITY FT-IN-SX FT-IN-SX FLOOR SPAN CARRIED 1.00 FT OF THE PROJECT ARCHITECT OR ENGINEER. UNIFORM ROOF LIVE TOP 351 PLF 07-01-08 17-04-00 2.PROVIDE RESTRAINT AT SUPPORTS TO INSURE UNIFORM ROOF DEAD TOP 299 PLF 07-01-08 17-04-00 DEFLECTION CRITERIA LATERAL STABILITY. UNIFORM FLOOR LIVE TOP 280 PLF 04-01-12 18-06-00 3.DO NOT CUT,NOTCH OR DRILL GANG-LAM. UNIFORM ROOF LIVE TOP 200 PLF 00-00-00 07-01-08 LIVE LOAD DEFL: L / 360 4.SHIM ALL BEARINGS FOR FULL CONTACT. UNIFORM ROOF LIVE TOP 200 PLF 17-04-00 19-08-02 TOTAL LOAD DEFL: L / 240 5.VERIFY DIMENSIONS BEFORE CUTTING UNIFORM ROOF DEAD TOP 170 PLF 00-00-00 07-01-08 TO SIZE, UNIFORM ROOF DEAD TOP 170 PLF 17-04-00 19-08-02 DURATION OF LOAD INCR: 0 8 B.THIS GANG-LAM IS TO BE USED AS A UNIFORM FLOOR DEAD TOP 105 PLF 04-01-12 18-06-00 FLOOR BEAM ONLY. UNIFORM FLOOR DEAD TOP 24 PLF 00-00-00 24-08-02 CODE COMPLIANCES UNIFORM FLOOR LIVE TOP 20 PLF 00-00-00 24-08-02 REPORT # 7.PROVIDECOMPRESSION EDGE BRACING AT CONCENTRATED FLOOR DEAD TOP 1686 LBS 00-00-00 MINBRG-2.50" BOCA 97-53 EACH END OF COMPONENT. CONCENTRATED FLOOR LIVE TOP 1219 LBS 00-06-04 MINBRG-2.50" ICBO ER-5004 CONCENTRATED FLOOR LIVE TOP 1217 LBS 04-01-12 MINBRG-2.50" L.A. City RR 25167 THIS DRAWING ISNOT TOSCALE"' CONCENTRATED FLOOR LIVE TOP 625 LBS 19-08-00 MINBRG-2.50" SBCCI 94908 CONCENTRATED FLOOR DEAD TOP 457 LBS 00-06-04 MINBRG-2.50" CCMC 11518-R T % CONCENTRATED FLOOR DEAD TOP 457 LHS 04-01-12 MINBRG-2.50" D I UM COMPONENTS IED ARE CONCENTRATED FLOOR DEAD TOP 235 LBS 19-08-00 MINBRG-2.50" APPLIED TO TOP EDGE OF GANG-LAM,SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. WARNING NOTES: ATTACH 2 GANG-LAM PLIES WITH 3 ROWS OF 16d COMMON NAILS ON EACH FACE STAGGERED AT THIS COMPONENT DESIGN IS SPECIFICALLY FOR LOUISIANA-PACIFIC ENGINEERED 12.00"Cr,. WOOD PRODUCTS.USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG-LAM MAKE PROVISIONS TO TRANSFER CONCENTRATED LVL,TECLAM LVL,LPI JOISTS,OR TU JOISTS IS STRICTLY PROHIBITED. LOADS EQUALLY TO ALL PLIES. PROVIDE RESTRAINT AT CONCENTRATED LOAD TO INSURE LATERAL STABILITY. MINIMUM BEARING SIZES ARE TO PREVENT CRUSHING OF THE GANG-LAM LVL BEAM.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER OR ARCHITECT TO MAKE SURE THE SIZE,SPECIES, AND GRADE OF LUMBER USED FOR THE BEARING PLATES ARE DESIGNED TO CARRY THE REACTIONS OF THE GANG-LAM LVL BEAM AND PREVENT CRUSHING OF THE BEARING PLATE. FOR EXAMPLE:ON BEARING NUMBER 1,A REACTION OF 4374.000 LBS ON A SPRUCE PINE WALL PLATE WOULD REQUIRE A MINIMUM BEARING LENGTH OF 3-12(IN-SX). ANCHOR GANG-LAM LVL BEAM SECURELY TO BEARINGS OR HANGERS. SUPPORT REACTIONS (LBS)* THIS FLOOR COMPONENT HAS BEEN DESIGNED WITH AN INPUT CASE B E A R I N G N U M B E R DEFLECTION LIMIT OF L/360.FOR STIFFER FLOORS AND BETTER 1 2 3 PERFORMANCE,U480 IS HIGHLY RECOMMENDED. 1 2532 16831 3271 2 1841 6468 1271 3 4374 106 1190 4 0 144194 3353 MIN BEARING SIZES (IN-SX) 3- 0 4-12 3- 8 16.000 1.750 aw Q9 13.500 CROSS SECTION MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.24" 0.50" 7- 6- 2 17- 2- 0 "DEAD LOAD 0.21" 24- 8- 2 TOTAL LOAD 0.38" 0.85" Handling&Erection Miscellaneous Information Gang-Lam LVL,TecLam LVL,LPI Joist,and TLI Joist Specifications Software Provided By: M Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the •Supports and connections for Gang-Lam LVL,Teclam LVL,LPI Joists,and TLI Louisiana-Pacific Corp. SSBC plumb and for resisting lateral forces shah be designed and complete structure.Obtain all the necessary code compliance approval and Joists to be specific applications. Engineered Wood Products installed by others.No bads are to be applied to the instructions from the designers of the complete structure before using this •Common nails driven parallel to glue lines shall be spaced a minimum of 4' component uttfl after all the framing and fastening are component. If the design criteria listed above does not meet Will building for rod and 3"for 8d. 2706 Highway 421 North completed.At no time shall bads greater than design bads code requirements,do not use this design.When this drawing is signed •Do rot cul,notch,drill or alter Gang-Lam LVL,Teclam LVL,LPI Joists,and TLI Wilmington,NC 28401 be applied to the component. and sealed Louisiana-Pacific Corp Is approving only the structural design Of Joists except as shown in published material from Louisiana-Pacific Corp.any use Local (910)762-9878 Design Criteria the unit shown on the basis of data provided by the customer and shown an of Garp-Lam LVL,Ted-am LVL,LPI Joists,and TLI Joists contrary to the limits National Wats (800)999 9105 this drawing.Gang-Lam LVL,Ted-am LVL,t.Pl Joists.and TLI Joists are set forth hereon,regales any express warranty of the product and Louisiana-Pacific The design and material specified are in substantial made without camber and will deflect under bad,wood in direct contact Corp,disclaims all implied warranties including the implied warranties of DWG # conformity with the latest revisiae of NDS and RITC.Dead with come must be protected as required by code,continuous lateral merchantability and fitness for a particular use. bad deflection hnchrdes adjustment factor for creep.Total support is assumed(wall.floor beam.etc.)L-P does not provide onsite load deflection is instantaneous. inspection SHEET # (3353C-LENDRY HOMES - HJ37 D45) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 110 MPH WIND, 34.74 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #2 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. :Lt Slider 2x4 SP #2: BLOCK LENGTH = 1.946' HIPJACK SUPPORTS 05-00-00 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 35-10-9 R=298 4.95 F— W3X4 3-7-5 'T 0-8-5 J— 32-7-0 R=94 U=410 W6X4(E1) lF 7-1-10LiE _I —7-0-14 Over 3 Supports—� R=196 U=180 W=7.778" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD 18.2e8 FL/-/4/-/E/-/- Scale **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND r0j1wA— **IMP IdlopR fif TC LL 20.0 P S F R E F R235-91896 BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ER „ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED qac, . TC DL 20.0 PSF DATE 09/10/99 STRUCTURAL PANELS, BOTTOM CMORD SHALL NAVE A PROPERLY ATTACHED RIGIDCEILING.ORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED• , BC DL 10,0 PSF DRW HCUSR235 99253034 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AlNY FAILURE TO 'Sep BUILD TBE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, NSTALLING AND 1 r i B C L L 0.0 P S F H C-ENG F L A/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE SJATE;OF TOT.L D. 5 0.0 P S F S EON - 137867 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERil,'. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��..... t D U R.FAC. 1.25 FROM R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SHITABILITY AND USE OF THIS Ha1ne5 City,FI 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S P A C I N G 24.0 ANSI/TPI 1-1995 SECTION 2. (3353C-LENDRY HOMES EJ36) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 110 MPH WIND, 34.76 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #2 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' DEFLECTION MEETS L/360.00 LIVE AND L1240.00 TOTAL LOAD. 35-10-9 R=288 7 W3X4 3 7-10 T 0-8-10 32-7-0 R=105 U=310 W7X6(E4) L- 5-0-12 _I �-5-0-0 Over 3 Supports—� R=392 U=180 W=5.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2e8 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REOU[RE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND �ep ry TC LL 20. P S F R E F R 2 3 5- -9 1 8 9 5 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE n f INSTITUTE, 503 D'ONOFRIO Dft., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO -I'•�f� - PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED P�l C.q,;, ,. TC DL 20.0 P S F DATE 09/10/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCH$R 235 99253033 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 5 BP 1 p BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND �I f B C L L 0.O P S F H C-ENG F L A/W P F A L P I N E BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE c r CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �71"ATE:C)F ;( T 0 T.L D. 5 0.0 P S F S E Q N - 137864 EACH FACE OF TRUSS, AND UNLESS OTHER N[SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ••••� .,/y,/, DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ` RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS y�(''` D U R.FAC. 1.25 F R 0 M R C T Alpine Engineered Products,Inc. Ilell7eS City,FL 33844 ANSP/TESTYO1995NSE CTROTNCULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24. " (3.353C-LENORY HOMES - HJ35 D45) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 110 MPH WIND, 35.15 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. HIPJACK SUPPORTS 03-00-00 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 4.95 f— 35-8-9 R=202 W1.5X3 III T 3-5-5 1-8-5 32-7-0 R=32 U=200 W1.5X3 III 1, 4-3-11 � s4-2-15 Over 3 Supports R=115 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2eB FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 4��n �/ T C L L 2 0.0 P S F R E F R 2 3 5--91894 BRACING. REFER TO HI8 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE fl INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53119), fOR SAFETY PRACTICES PRIOR TO A� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED + :i(Y.� .�k* � TC DL 20.0 P S F DATE 09/10/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. [J� �•y **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR235 99253032 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ;SeP 1 .... � BUILD THE TRUSSES IN CONFORMANCE WITH TP 1; OR FABRICATING. HANDLING, SNIPPING, INSTALLING AND 1 BC LL 0.0 P S F HC-ENG F L A/W P F A L P I N E BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROP ISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STA7f~'OF TOT.L D. 5 0.0 P S F S E Q N - 137861 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERI*^.�IC� �(' ,• DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING ��(✓�. D U R.FAC. 1.25 FR0M R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Y' I-Ifl1tiCS�.'I F1. 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ��CLI ty' ANSI/TPI 1-1995 SECTION 2. SPACING 2 4.0" (3353C-LENDRY HOMES - EJ34) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 110 MPH WIND, 35.18 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 7 F- 35-8-9 R=176 TW1.5X3 III 3-5-10 1-8-10 32-7-0 R=60 U=240 W1.5X3 III I-3-0-12---j 3-0-0 Over 3 Supports R=236 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2e8 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ��`n.h ' T C L L 20.0 P S F R E F R235-91893 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED RY TPI (TRUSS PLAT F. fl C' IN STT TUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO tA�.•if if'„� . If/ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED T C D L 20.0 P S F DATE 09/10/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �•C,1 (�., **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �. + - BC DL 10.0 PSF DRW HCUSR235 99253031 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO w.aep 1I* p BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ( B C L L D.0 P S F HC-ENG F L A/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN FOR WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S.,I..�.,I.E C?F CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GALV. STEEL, E%CEPI AS NOTED. APPLY CONNECTORS TO J T 0 T.L D. 50.0 P S F S E A N - 137858 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERl•'.�/��` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.2 5 F R O M R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THISd^ra COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ����GGIIJJ 1lHlneS City,FI 33844 ANSI/TPI 1-1995 SECTION 2. S P A C I NG 24.0 (3353C-LENDRY HOMES - HJ33 D45) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 110 MPH WIND, 35.32 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5,0 PSF. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' HIPJACK SUPPORTS 07-00-00 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L1240.00 TOTAL LOAD. 37-0-9 R=341 W2X4 4.95 1- 4-9-5 W 3 X 4 T 0-8-5 32-7-0 W6X4= R=442 U=760 W6X4(E1) = L 10-0-9 J 9-10-13 Over 3 Supports J R=391 U=280 W=7.778" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18,2e8 FL/-/4/-/E/-/- Scale =.375" Ft. `*WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND r O h T C L L 20.0 P S F R E F R 2 3 5--91891 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE eR t" INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO P'f1F�l� ,,. T C D L 2 0.0 P S F D A T E 09/10/99 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED '' C�• STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT*, FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��A f� BC DL 10.0 PSF DRW HCUSR235 99253030 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND E B C L L 0.0 P S F H C-ENG F L A/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO STATE OF TOT.L D. 50.0�.2 P S F S E A N - 137855 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ••`.'t � '• DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING } ti O U R.FAC. FROM RC T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33844 OMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S P A C I N G 2 4.0" y AN 1-1995 SECTION 2. 4 EJ32) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 35.35 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. BLOCK LENGTH = 2.072' DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 37-0-9 R=402 7 (— 4-9-10 32-7-0 R=148 U=430 7-0-12 -7-0-0 Over 3 Supports =200 W=5.5" -95 Design Criteria: TPI STD 18.2- 1 FL/-/4/-/E/-/- Scale =.375" Ft. -WARNING­ WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND p BRACING. REFER TO HI891 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ^{�fl Pp T C L L 2 0.0 P S F R E F R235-91890 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MAOI SON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �y ri•� ,�3• -- PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED +[� � " q� {• TC DL 20.0 P S F DATE 09/10/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `'' 1.y "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '�gX BC DL 10.0 PSF DRW HCUSR235 99253029 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIAT ION FROM THIS DESIGN; ANY FAILURE TO �E! 1 3 BRACBUILOINGHOF TTRUSSES.USSE COTH IS SNFORMDE S[GN ITH TPI;C ONFOR MSOWITHAAPPLICAB L E PROVDISNONSS OF NOS (NATIONALNG AND I OF SI GN • P � 'i BC LL 0.0 P S F HC-ENG F L A/W P F SPECIFICATION PUBLISHED BY TME AM Eft ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 57A1E'()F. ;' TOT.L D. 50.0 P S F S E Q N - 137852 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '••• DRAWINGS 160 A7. THE SEAL DN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ' D U R.FAC. 1.25 F R O M R C T RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TA8ILI TY ANO USE OF THISL7r•�•. COMPANSI/TPN T1 F10995HSE CTIONC21_AR BUILDING IS THE RES PONSIBIL[TY OF THE BUILDING DESIGNER, PER ����GGLLJJ SPACING 2 4.0" (3,353C-LENDRY HOMES CJ31 3R 3L) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 110 MPH WIND, 34.78 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #2 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.511' DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 35-11-0 R=291 7 � 0X4% 3-8-1 0-8-10 32-7-0 R=106 U=310 W7X6(E4) �E 5-1-8 �5-0-12 Over 3 Supports R=397 U=180 W=5.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18,2e8 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND pp [f TC LL 20.0 P S F R E F R235-91889 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE L'S e's,i r';�f INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 2 0.0 PSF F D A T E 09/10/99 PERFORMING THIS£ FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID FILING. G ��� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI NE Eft ED Fe- IN3, BC DL 10.0 PSF DRW HCUSR235 99253028 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO `, p / r �''4 ; BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, IANOLING, SHIPPING, INST ALLING AID ) ( B C L L O.0 P S F HC-ENG F L A/W P F A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS DF NDS (NATIONAL DESIGN L SPECIE ICAT ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADf OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ST"R78 OF ; T 0 T.L D. 50.0 P S F S E Q N - 137849 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �`..�z.y�tt :�' , DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FR0M R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SH N, THE SUITABILITY AND USE OF THIS II&uLeS City,FE. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER -•w4+ S PACING 2-4.0 " ANSI/TPI 1 1995 SECTION 2. (3353C-LENDRY HOMES - CJ30 4R 4L) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 110 MPH WIND, 34.20 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #2 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W3X4 734-9-0 R=179 2-6-1 0-8-10 —�— 32-7-0 R=60 U=200 W7X6(E4) L3-1-8—� 3-0-12 Over 3 Supports R=240 U=180 W=5.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18..2e8" FL/-/4/-/E/-/- Scale —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R235-91888 BRACING, REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE C. NOFRIO DR.. SUE OR TO PERFORMING THESEDFUNCCTIIONS. UNITE SST OTHERWISE 0. D INDIICATIED, TO PI CHORD FORSAFETY HAVERACTICES PROPERLY ATTACHED `y�� ��f S�.�E� 7�. •. TC DL 20.0 PSF DATE 09/10/99 5 T ULTUR AL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. p//�� "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR235 99253027 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 'S2 P 1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND R't r r 1�* B C L L 0.0 P S F HC-ENG F L A/W P F A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OE NDS (NATIONAL BE SIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE cc CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE OF ,/�/(/�cJy,. TOT.LD. 50.0 PSF SEAN - 137846 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ••.�12...�.e�.y.�(/ DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING [� D U R.FAC. 1.25 FR0M R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS [L[Y Ilaines City,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" (a353C-LENDRY HOMES - CJ29 61R 6L) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 110 MPH WIND, 33.61 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #2 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.276' DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X4 7 F- 33-7-0 T 1 4-1 R=66 0-8-10 32-7-0 R=17 U=180 W7X6(E4) 1-1-8 1-0-12 Over 3 Supports 7--7 R=83 U=180 W=5.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD M.2 8" FL/-/4/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND h TC L L 20.0 P S F R E F R235--91887 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ` r;�'• INSTITUTE• 583 D'ONOFRIO DR., SU1 TE 200, MADISON, W] 53719), FOR SAFETY PRACTICES PRIOR TO '�.�+. *' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED i(sC�`?'�} .q�1:: 1• TC D L 20.0 P S F DATE 0)/10/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI NE Eft ED tt,, � BC DL 10.0 PSF DRW HCUSR235 99253035 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .del' 4JI� ''� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F HC-ENG F L A/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION P0BLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF TOT.L D. - 5 0.0 P S F S E A N - 137841 CONNECTORS ARE MADE OF 20GA ASTM A653 DR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ,.}(�{�[}',l DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING \' D U R.FAC. 1.25 F ROM RCT Alpine Engineered Products,ItlC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �6rvt I13111CS Clty,I'I. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4.0" ANSI/TPI 1-1995 SECTION 2. (3353C-LENDRY HOMES - D27) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 110 MPH WIND, 35.18 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC #1 HIP SUPPORTS 03-00-00 JACKS WITH NO WEBS. @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X5 a W4X6 7 F 7 W2.5X4 W2.5X4 0�T1-8-10 1-8-10 IV 32-7-0 W1.5X3 III W3X7 = W2.5X4 =— m W1.5X3 III L--1-9-4---J L 3-0-0 _1_ 4-0-0 _1_ 3-0-0 J 10-0-0 Over 3 Supports R=108 U=610 W=5.5" R=799 U=390 W=3.5" R=730 U=180 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18, 2L-8 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND cc pp TC LL 20.0 P S F R E F R235-91885 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �`t GE?2P fC� INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �1Fl�^• T C D L 20.0 P S F DATE 09/10/99 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED " BC DL 10.0 PSF DRW HCUSR235 99253025 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND t B C L L 0.0 P S F H C-ENG F L A/W P F ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATEOF TOT.L D 50.0 P S F S E O N - 137838 EACH FACE OF TRUSS, AND UNLESS OTMERWI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ^'•� ow,�' " OR AWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING \ D U R.FAC 1.25 FR0M R C T Alpine Engineered Products,inC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. Tt{E SUITABILITY AND USE OF THIS � }� Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER av SPACING 24.0" ANSI/TPI 1 1995 SECTION 2. (a353C-LENDRY HOMES D26) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 110 MPH WIND, 35.76 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4= 7 7 F— W3X4(R) W3X4(R) T 2-8-5 1-8-10 32-7-0 W2X6 III W3X7= W2X6 III 5-0-0 I 3-4-0 I 8-4-0 Over 2 Supports R=657 U=310 R=657 U=340 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2_E, FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R235--91884 BRACING. REFER TO MIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Gr7 I"�'^/ INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ; A'{1F�Jq� T C D L 20.0 P S F DATE 0 9/1 0/9 9 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `r STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ``'' p **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO TME INSTALLATION CONTRACTOR. ALPINE ENGINEERED Rn BC DL 10.0 PSF DRW HCl1SR235 99253024 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO NeP 13 BUILD THE TRUSSES IN CONFORMANCE WITH TP L: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND !s �. r • B C L L 0.0 P S F HC-ENG F L A/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ��(t CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �� STATE'{?f :•, TOT.L D. 50.0 P S F S E Q N - 137835 EACH fACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER V�^.�� ` ,•• DRANINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S �y(g\ D U R.FAC. 1.2 5 FROM RCT Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �+j+ Raines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" Y ANSI/TPI 1 1995 SECTION 2. f (3.353C-LENDRY HOMES - C25) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 110 MPH WIND, 34.76 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #1 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC @ 24.00" OC. #1 HIP SUPPORTS 05-00-00 JACKS WITH NO WEBS. DEFLECTION MEETS L1360.00 LIVE AND L1240.00 TOTAL LOAD. W4X5: W2.5X4 = W3X7 (R) III 7 F— W3X4% 3 7-10 0-8-10 y zi -,k-32 7 0 W2.5X4 = W3X7 = W2X6 III W7X6(E4) L_ 5-0-0 _I_ 8-4-8 _I �E 13-4-8 Over 2 Supports IR=1379 U=800 W=5.5" R=1573 U=970 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 1S.2e8 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND pp T C L L 2 0.0 P S F R E F R 2 3 5--91883 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE '��rl* �(,'" INSTITUTE, 583 D'ONOFRIO Oft., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO '1F1�+ TC DL 20.0 P S F DATE 09/10/99 PERFORMING THESE FUNCTIONS. UWL ESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPER LY ATT ACNED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G i ,y p **IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t, BC DL 10.0 PSF DRW HCUSR235 99253023 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 44 L+� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND E r + BC LL 0.0 P S F HC-ENG F L A/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CO NY ORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OF SIGN C �1 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S1ATE OF rY TOT-LD. 5 0.0 P S F S E Q N - 137832 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DUR.FAC. 1.25 FROM RCT DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING _i(-.�` Alpine Engineered Products,InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS tL`N HH1IlC5 City, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PtR SPACING 2 4.0" Y ANS7I PI 1-1995 SECTION 2. (3.353C-LENDRY HOMES - B24) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :1-2 2x6 SP #1 Dense: 110 MPH WIND, 35.35 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC @ 24.00" OC. #1 HIP SUPPORTS 07-00-00 JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X6(R) % W5X10 W1.5X3 S W1.5X3 T2 7 F— ---17 W4X4 W4X4 0-8-10 m 0-8 10 32-7-0 lfll W7X6(E4) - W3X7 = W4X4= W7X6(E4) W2.5X4(R) III 7-0-0 I 6-8-0 I 7-0-0 J 20-8-0 Over 2 Supports j R=2771 U=1660 W=5.5" R=2771 U=1660 W=5.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2 8' FL 4 E - Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND G R [5 TC LL 20.0 P S F R E F R235--91882 P BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE G_. INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO {sn' Imo' ✓/j/ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED OP'�1�rQp,70.�+' TC DL 20.0 P S F DATE 09/10/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 0.161D CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED - BC DL 10.0 PSF DRW HCUSR235 99253022 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �'eP BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND �+ t ` ; B C L L 0.0 P S F HC-ENG F L A/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE c �nc., CONNECTORS ARE MADE OF 20GA ASTM A653 GR4C GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO S1"'4T OF �C.� T 0 T.L D. 50.0 P S F S E Q N - 137829 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER1''.� `�� \' DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D D R FAC. 1.25 FR0M R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS I Engine ed 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4.0 City, ANS17TPI 1-1995 SECTION 2. (3353C-LENDRY HOMES - B23) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 110 MPH WIND, 35.93 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X5 : W4X6 Wl.5X3 W1.5X3 7 f 7 W3,X4% W3X4 0 8 10 0-8-10 .32-7-0 fl W7X6(E4) W3X7 - W2.5X4 = W7X6(E4) W3X4 9-0-0 1 2-8-0 I 9-0-0 IE 20-8-0 Over 2 Supports R=1630 U=830 W=5.5" R=1630 U=830 W=5.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.288 FL/-/4/-/E/-/- Scale =.25" Ft. —WARN I NG" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ti�G p ry�f TC LL 20.0 P S F R E F R235-91881 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Gfl P INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING TME IS FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .:G(A .e�p;,fi,. T C D L 20.0 P S F DATE 0 9/1 0/9 9 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �J1•, "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR235 99253021 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �P.P BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND �� B C L L 0.0 P S F HC-ENG F L A/W P F A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN r SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Y CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE OF T 0 T.L D. 5 0.0 P S F S E A N - 137825 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER /i��'.�.cZ�y,t .,% DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING VYY11 � � D U R.FAC. 1.25 F ROM R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ��,000LLLJJJ SPACING 2 4.C1" ANSI/TPI 1-1995 SECTION 2. (3.353C-LENDRY HOMES B22) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 110 MPH WIND, 36.32 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 W1.5X3 � W1.5X3 7 —1 7 W3,X4% W3X4 0 8 10 0-8 32-7-0 W7X6(E4) W3X7 = W7X6(E4) W3X4 10-4-0 ,�_ 10-4-0 IE – 20-8-0 Over 2 Supports R=1633 U=830 W=5.5" R=1633 U=830 W=5.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18,2@8 FL 4 - E - Scale =.25" Ft. `*WARNING" TRUSSES RFOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND h TC ILL 20.0 P S F R E F R235--91880 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BV TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T1FdL+• �/, 09/10/99 / / PEREORM[N6 THESE FUNCTIONS. UNLESS OTHERWISE IND CC ATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .'�� Oct., T C DL 2 O.O P S F DATE O 9 l O 9 9 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.V •� 'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED (�n � BC DL 10.0 PSF DRW HCUSR235 99253020 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO •seP 1°3'Y r '�# BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND (. B C L L 0.0 P S F H C-E N G F L A/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP Pt(CABLE PROY IS[ONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM &653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STaT�;OF TOT.LD. 50.0 P S F S E A N - 137822 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �••'2QptVp:_' DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '•+n4 ` OUR.FAC. 1.25 F ROM R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS [1f v IIa117CS City, 33$QQ COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OF SIGNER, PER SPACING 2 4.O" y ANS111PI I-1995 5f C7ION 2. r (3.353C-LENDRY HOMES - B21) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR_ TOP CHORD 2x4 SP #2 110 MPH WIND, 36.32 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 :82 2x4 SP #2 Dense: ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' DEFLECTION MEETS L/360.00 LIVE AND L1240.00 TOTAL LOAD. W4x4 W2.5X4 W1 .5X3 7 F 7 W3X4 o W 3 X 5 T 0-8-10 E 0-11-0 —�— � �32-7-0 W3X7 = W3X4=_ %X7(R) III 142X6 III W7X6(E4) 10-4-0 _I_ 10-0-0 20-4-0 Over 2 Supports R=1607 U=810 W=5.5" R=1607 U=810 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2e8 FL 4 E - Scale —WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND p L� BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE '' fl I',�^ TC LL 20.0 P S F R E F R235- -91879 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO '�C D L 2 0.0 P S F DATE 09/10/99 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. (J .y **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW NCUSR235 99253019 PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION EROM THIS DESIGN; ANY FAILURE TO 'SQI1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND ( r A B C L L O,0 P S F HC-ENG F L A/W P F ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PR04 ISIONG OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%GEPI AS NOTED. APPLY CONNECTORS TO STATE OF TOT.LD, 50.0 P S F S E Q N - 137819 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNEC70RS PER DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ,V, �Jfyw' D U R.FAC. 1.25 F R 0 M R(;T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN USE OF THIS Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4,O" ANSI/TPI 1-1995 SECTION 2. (36353C-LENDRY HOMES - A20) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :T2 2x4 SP #1 Dense: 110 MPH WIND, 35.35 FT MEAN HGT, SBC, BOT CHORD 2x6 SP #2 :B2 2x6 SP #1 Dense: ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. :Lt Wedge 2x4 SP #3: (J) CONNECTION REQUIRED FOR THIS BEARING CONDITION. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC TC From 80 PLF at 0.00 to 80 PLF at 7.00 @ 24.00" OC. TC From 174 PLF at 7.00 to 174 PLF at 11.94 TC From 80 PLF at 11.94 to 80 PLF at 20.33 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BC From 20 PLF at 0.00 to 20 PLF at 7.00 BC From 44 PLF at 7.00 to 44 PLF at 11.94 BC From 20 PLF at 11.94 to 20 PLF at 20.33 BC 615 LB Conc. Load at 7.00 BC 1365 LB Conc. Load at 11.94 W4X8= 142X4 III W4X10 T27 W1.5X3 S W5X6 7 F— VVT W5X5(B2) = 2-8-5 T 0-8-10 —r- 1 1 32-7-0 W3X4- W8X10 = B2 W3X8= W3X10 III 8-4-0 1 7-0-0 I 9-8-9 3-7-7 I 20-4-0 Over 2 Supports J R=2644 U=1860 W=5.5" R=3084 U=1890 (J) PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2eS FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND les h T C L L 20. P S F R E F R235--91878 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE %, es t" INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO ; Qz1�S dry• T C D L 2 0.0 P S F DATE 09/10/99 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �.i'S, T' ' STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. l.y **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 0• BC DL 10.0 PSF DRW HCUSR235 99253018 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO S P f ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F H C E N G F L A/W P F BRACING OF TRUSSES. THIS Ut SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR 4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 5,(1yf1T ; F T 0 T.L D. 5 0.0 P S F S E Q N - 137816 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PERI'`•. Lr.,r�IC7p`_• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING vf; 1 D U R.FAC. 1.25 FR0M R C T Alpine Engineered Products,Me. RESPONSIBILITY So OR FOR THE TRUSS COMPONENT DESIGN SNOWN. THE SUITABILITY AND USE Of THIS Haines City,FL 33844 COMI�T PN T 1FO995N SECTION 2L AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ��CCLLJJ SPACING 24.0" (3353C-LENDRY HOMES - A19) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 110 MPH WIND, 35.93 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 :B2 2x4 SP #2 Dense: ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X5; W4X6 W1.5X3 7 7 W4X4 W3X4 2-8-5 T 0-8-10 32-7-0 W3X7 = W3X4- W3X4 B2 W2X6III W7X6(E4) 9-0-0 I 5-8-9 I 5-7-7 �E 20-4-0 Over 2 Supports R=1604 U=810 W=5.5" R=1604 U=830 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18,2e - FL/-/4/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND .r�p�pJ T C L L 20.0 P S F R E F R 2 3 5--91877 BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Gn •�,'f INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO .ypy; n �,�y" PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED sP�' C,,y �j,.' T C OIL 20.D P S F DATE 09/10/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. U **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR235 99253017 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 0;Sed 14 t ' �. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO I B C L L 0.0 PSF F H C-ENG F L A/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAP Eft ASSOCIATION) AND TPI. ALPINE STATE C)F TOT.L D 50.0 P S F S E O N - 137806 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO //w�^L'.+. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �, „•�C DRAWINSPONGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING � r�7•y..�.�..,�7,. ,r\\\\ D U R.FAC. 1.25 FR0M R C T Alpine Enginecrcd Products,Inc. CF SOMPON E NBIF I TYOR A NBIELY PART IOUL AR EB TRUSS GOMSOMENTREEE FOR ONSIBIOITY OF THE T HE SUILOBIt DE SI GNER SEPOF ER TH[S 1'IH171CS City,FI. 33&t4 ANSI/TP[ 11995 SECTION 2. SPACING 24.0" (3353C-LENDRY HOMES - A18) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP SS :T1 2x4 SP #2: :T3 2x6 SP #2: 110 MPH WIND, 36.51 FT MEAN HGT, SBC, BOT CHORD 2x6 SP #1 Dense :B2 2x6 SP SS: ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. :Lt Wedge 2x4 SP #3: (J) CONNECTION REQUIRED FOR THIS BEARING CONDITION. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) COLLAR-TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24" OC. TC - From 80 PLF at 0.00 to 80 PLF at 20.33 OR RIGID CEILING. PLT- From 20 PLF at 7.64 to 20 PLF at 16.07 (CEILING) BC - From 20 PLF at 0.00 to 20 PLF at 20.33 CALCULATED VERTICAL DEFLECTION IS 0.59" DUE TO LIVE LOAD PLB- From 100 PLF at 7.53 to 100 PLF at 15.90 (FLOOR) AND 0.58" DUE TO DEAD LOAD AT X = 7- 6- 5. W4X4 W4X4 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. T3 W2X5 III W06 -1 7 7 F— W2X5 III W1.5X3 6-2-10 W5X6(R) rrir W4X5(B2) T1 2-8-5 8-1-0 T 0-8-10 Li 32-7-0 B2 W3X4= W06 = W4X7(R) III W3X10 III 11-0-0 11 8 9 I 7-7-7 J 20-4-0 Over 2 Supports j R=1619 U=1010 W=5.5" R=1598 U=1110 (J) PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob1 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND h T C L L 20.0 P S F R E F R235--91876 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE yJeri, f P INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO .�• �:�``. AL PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED , .�,�P"!1 Cqr>:. +' T C 0 L 20.0 P S F DATE 09/10/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY OF RIGID CEILING. �a G Afi,y **IMPORTANT** FURNISH ABC OPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR235 99253037 PRODUCTS, INC. SHALL NOT E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL UftE TO i4 1' r BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F HC-ENG F L A/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE:OF TOT.L D. 50.0 P S F S E O N - 11724 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �� D U R FAC. 1.25 F R O M R C T RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SOITABILITY AND USE OF THIS �P1nIe'IHllnlgs CityPr duct,IRC. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OF SIGNER, PER SPACING 2 4.0" ANSI/TPI I-1995 SECTION 2. r (3353C-LENDRY HOMES - A17) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP SS :T1 2x4 SP #2: :T3 2x6 SP #2: 110 MPH WIND, 36.51 FT MEAN HGT, SBC, BOT CHORD 2x6 SP #1 Dense :132 2x6 SP SS: ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. :Lt Wedge 2x4 SP #3: (J) CONNECTION REQUIRED FOR THIS BEARING CONDITION. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) COLLAR-TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24" OC. TC - From 80 PLF at 0.00 to 80 PLF at 20.33 OR RIGID CEILING. PLT- From 20 PLF at 7.64 to 20 PLF at 11.01 PLT- From 20 PLF at 11.01 to 20 PLF at 12.70 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. PLT- From 20 PLF at 12.85 to 20 PLF at 16.07 BC - From 20 PLF at 0.00 to 20 PLF at 20.33 W4X4: W 4 X 4 PLB- From 100 PLF at 7.53 to 100 PLF at 15.90 (FLOOR) CALCULATED VERTICAL DEFLECTION IS 0.59" DUE TO LIVE LOAD T3 AND 0.58" DUE TO DEAD LOAD AT X = 7- 6- 5. W2X5 III W4X6% 7 7 F— W2X5 III W1.5X3 6-2-11 W5X6(R) W4X5(B2) = T1 2-8-5 8-1-0 T 0-8-10 E-3 IF Li�— 32-7-0 B2 W3X4= W4X6 = W4X7(R) III W3X10 III 11-0-2 1-8-5 I 7-7-9 I LE 20-4-0 Over 2 Supports J R=1619 U=1010 W=5.5" R=1598 U=1110 (J) PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.OD1 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 PSF R E F R235--91875 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR,. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ��K "��•Ay' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CNORD SHALL HAVE PROPERLY ATTACHED '(( q,�'�,�,. T C D L 20.0 PSF DATE 09/10/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �•G M0. " PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO JJP_(� 13 BC DL 10.0 PSF DRW HCUSR235 99253036 BUILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND I {} r r E:Z ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN l BC LL 0.0 P S F HC-ENG F L A/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE OF ; TOT.L D 50.0 P S F S E Q N - 11722 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '`. �,�+►. DRANINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING y •...MM�y�.�t D U R.FAC. 1.2 5 FROM R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY' AND USE OF THIS •� jCy{�J�+C+— Haines City,FL 33844 COMPONENT 1 FOR ANSECTION ftCOLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4.0" d (3353C-LENDRY HOMES - A16) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #1 Dense :T1 2x4 SP #2: 110 MPH WIND, 36.76 FT MEAN HGT, SBC, BOT CHORD 2x6 SP #2 :B2 2x4 SP #2: ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. :B3 2x6 SP #1 Dense: WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 :Lt Wedge 2x4 SP #3: COLLAR-TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24" OC. OR RIGID CEILING. BC ATTIC ROOM FLOOR LOADING: LL = 40.00 PSF; DL = 10.00 PSF; FROM 07-09-13 TO 15-10-13. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W05= W3X7 = W3X7 B2 W2X5 III 7 7 I- W2X6III W1.5X4 III W4X5 W1.5X3 6-0-0 W4X5 0 W4X5(B2) = T1 8-1-0 2 8-5 T 0-8-10 —f- 63 Li 32-7-0 W2.5X4(R) III W5X7= W4X6= W3X10 III 1, 11-10-5 I 8-5-11 I fE 20-4-0 Over 2 Supports i�oJ R=1621 U=810 W=5.5" R=1600 U=830 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2e8 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND r�p h T G L L 20 .0 P S F R E F R235 --YcmPONEN91 8 7 4 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 'r Grl f';�"^ S . INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �f PERFO RM[NO THESE FUNCTIONS. UNLESS OTHERWISE INOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ��'1'1F=1�,� ,, T C DL 20.0 P S F DATE 09/10/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ++ {{1.y **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '!p h BC DL 10.0 PSF DRW HGH$R235 99253016 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO faep 13 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ��� BC LL 0.0 P S F HC-ENG F L A/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIE LCAT I ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ��•.++.. CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TOTAI• V TOT.L D. 5 0.0 P S F S E 0 N - 137797 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OE SIGN, POSITION CONNECTORS PER /S;�'2pt1(7�'�� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING vf� O U R.FAC. 1.25 FROM R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Cf+r+ Hainas City,FL 33844 ANS17TPIT1F1O995N SE CTIONCZL Aft BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ��CL! S P ACI N G 2 4.0" McNally 904-247-5872 P .ol Dct-12-99 09: 21A Harry T0:S672 5tJ'-may-4, Fp U(q: 247-5$45 'RICE Q w T APPLICATION FOR WATER ANDIOR SEWER TAP APPLICANT NAME MAILING ADDRESS PHONE NUMBER �2 4v- Jam/ DATE SFRVICE REQUESTED e. - — SERVICE LOCATION ©ATE SET TO PUBLIC WORKS T . DATE RETURNED TO SUILOtNG DEPARTMENT— PUBI-IC WORKS DEPARTMENT PRICE QuO rE RESPONSE WATER- SEWER- OTHER., PRICE QUOTE PREPARED BY; Sic iatUre - Title (DATE NOTIFIED QUVNER PAGE: 1 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tei: 247-5826- Fax: 247-5877 PLUMBING PERMIT PER(YIIT( (i) A. h L ..ATI V A- Permit Number: 19380 Address: 2028 BEACH AVENUE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):69A Block: Section:3 Square Feet: Subdivision: NO. ATLANTIC BCH Est. Value: 225,800.00 Parcel Number: Improv. Cost: - r Date Issued: 12/22/1999 Name: LEE, WALLY & SHEILA Total Fees: 128.00 Address: 2028 BEACH AVENUE Amount Paid: 128.00 ATLANTIC BEACH Date Paid: 12/22/1999 Phone: (904)389-95M Work 904 389-9589- Work Desc: INSTALL PLUMBING IN NEW HOME- PERMIT FEE DOUBLED-COM.PRIOR TO PERMIT APO (yy r Y N u i FRANK'S PLUMBING PERMIT 128.00 UNDER SLAB PLUMBING SEWER/WATER TOPOUT FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. CQK $128.0014 ATLANTIC BEACH/BUILDING D CHECKS12/22/99 01 Receipt: 0021596 77 CITY OF ATLANTIC BEACH 9 � APPLICATION FOR PLUMBING PERMIT JOB LOCATION : a��2it¢G�� y OWNER OF PROPERTY: PLUMBING CONTRACTOR , �' � �/yam✓� � CONTRACTOR' S ADDRESS: STATE LICENSE NUMBER: C,�/`" ���1�� � TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS / SHOWERS _LAVATORY '� WATER HEATERS BATH TUBS � DISHWASHERS \ URINALS DISPOSALS y CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER rl� TOTAL FIXTURES: x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNAT,UkE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904) 247-5834 i I CITY OF - — ---- - \IIUCVt)Lr ROAD �rl. t,t-r)c +3t'.\C HH. r-t.nhtDA 322.,3-544i rt:u'PHUNF .,1o4) 217-5800 F\N00-li t7-j10i WNCOM Vii_-j1'OO DATE /O-9/-9 JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie.- Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS l ?e 13 boa$ 190a9 9-16y r! �lyc� ct� a / Please call me at 904-247-5826 if you have any questions. ' c el/y, ATLANTIC BEACH BUILDING DEPARTMENT BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC ©EACH. FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT ---CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections 1, 11, 111, and IV. I. LOCATION Street Address: Jz_Qx&_--__L? __—._ ____._ __..___.__-----.. ___._ -_�_-•- --_.--_ OF Intanoeting Streets! Between QY'A�� (I}J_I?_ _-___ _ —___._And- 6"____--___ -- _— — — BUILDING II. IDENTIFICATION ---- To be completed by all applicants In consideration of permit glen for do;nq the work as described in rhe abe,e state'nent we hereby agree to perform said work in accordance with the attacked plans and specifications which are a part hereof and in accordance with Ike city of Jackson�;lla ordinances and standards of good practice listed therein. Nome of Mechanicol Contractors Centraefor (Print) m �' Mostu //7 Nerve el Property Owner � Sigmaivre of Owner Signslura of W Authorlsed AgesWRMATIaON � Archilecf or Engineer III. GENERAL IN 13, A' Type of heating fvel; 1S OTHER CONSTRUCTION BEING DOME ON 0 Electric THIS BUILDING OR SITE? %-1 es 0 Gas [] Nankai ❑ Control UNlihr i IF YES, GIVE NUMBER OcF/CONSTRUCTION Q Oil PERMIT Q Other — specify IV. wtvCHAN)CAL EQUIPMWT TO BE (NSTALLW NATURE OF WORK (Provide co-pi. :It of componenh on bock of this form) !�1' Residential or U Commercial 0 Most 0 Space C) Recessed O Control O Aooe Ll-kew Building Q Air Condltioningi ❑ Room 0 Central 11 Existing Building ❑ Dsrcl System: Metvr+elI.} Replacement of existing system Maalmum capacity c.l.m. lt�New Installation(No system previously Installed) U Extension or add-on to existing system [3Refrigeration U Other — Speckly 0 Cooling tower: Capacity Q Fire sprinklers: Number of heeds 0 f4velor ❑ Manlift 0 Escalator {number) THIS SPACE FOR OFFICE USE ONLY (:I 6e6011ne pumps (number) (EeceMd) QTen4a (/numberl Remarks WILL Containers (number) Q Unllmd presluro vane) Q Welters Pormil Approved by DOW — b Other — Specify Permit Fee LIST ALL EQUIPMENT y— � AIR CONDITIONING AND REFRIGERATION EQUIPMENTC*padty App*ey► Number VaJt. Deecripllon Model Number Manufacturer (TOM) �' CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 P R(1lF�TOi!13ON-.. - LOCA3NTR'^ 3 .. . Permit Number: 19586 Address: 2028 BEACH AVENUE Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):69A Block: Section:3 Square Feet: Subdivision: NO. ATLANTIC BCH Est Value: 225,800.00 Parcel Number: Improv. Cost: _:Q _ a Date Issued: 2/11/2000 Name: LEE, WALLY&SHEILA Total Fees: 25.00 Address: 2028 BEACH AVENUE Amount Paid: 25.00 ATLANTIC BEACH Date Paid: 2/11/2000 Phone: (904)389-9589 Work Desc: GAS FIREPL.ACES AND WATER HEATER - . MOBILE GAS COMPANY PERMIT 25.00 ans. Q ;:r NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN,LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. C, $25.06 14 Date: 2/14/00 01 Receipt: 0033419 ATLANTIC BEACH I§UILDING DEPT. CHE60S19? 03�21000 , J U.. (D 3 (1J N ()j r•+ D o "—i C31 v ALPINE AHL) 26 ""C:) ALPINE SH422 X DVn (4) 1 Q NAI O16dNAIL 6" MIN. O cru m3D NOM. HEEL m 0(� N n. m (2) 160 (n D TO E NAILS •,L ro a'c°Q2 OU LC ML IO V n C. U�c.� (16) C V v (8) 10d x 1-1/2 NAILS N nom• I ------- 20'8" -�—13'4" —-I 3 D rnU d t Of u (5) 10tl NAILS T L To'v U nccc F5 oyU c U.mm 00 JOB: 3353B LENDRY m NOCU LOC: LOT 69A AND 70A BEACH AVE c- Q«L " PLAN: LEE RE5ID .�...i C �LLL Qww DESIGNER: RICHARD TINGLEY 0 -Q ` m m F6 tru o ,0 0. ,m Go ALL FLOOR TRUSS HANGERS ,v,�; ARE SH422 UNLESS NOTED W=Dn= OTHERWISE • • < L.•...a/ Q ]CCW Q ++CC d OWNC CDD EEC 0J- Q F9 B14-2 F7 0 n Lo F14 AHU26 ON TOP WLD o AND BOTTOM D7 FB CHORD m BM-2 2-1 . 75" X 12" LVL B' p o CD (3-PLY)Ml m �` L` L` fit LL 1. . v LL O ATTACH F13 TO WALL WITH STRAP �}4 ----�- 6'5"B 5'7"B -� DESIGNED BY OTHERS SUPPORT REPORT JOB DESCRIPTION: 3353B WIND CODE: N/A WIND MPH: N/A BLDG TYPE: N/A TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND DESC SPAN-ft SIZE-in. TYPE XLOC-ft . YLOC-ft . MAX. +# MAX. -4 UPLFT. -# F5 20 . 583 247. 000 WALL 0 . 000 21 . 760 8624 ------------------------------------------------------------------------------- F6 20 . 625 5 . 000 WALL 0 . 042 21 .760 1120 F6 20 . 625 5 . 000 WALL 20 .208 21 .760 1120 ------------------------------------------------------------------------------- F7 (3-PL 20 .458 5 . 000 WALL 0 . 042 21 .760 1152 F7 3-PL 20 .458 83 . 000 • WALL 13 . 542 21 . 760 2093 ------------------------------------------------------------------------------- F8 20 .458 5 . 000 WALL 0 . 042 21 . 760 1110 F8 20 .458 5 . 000 WALL 20 . 042 21. 760 1110 ------------------------------------------------------------------------------- F9 20 . 167 5 . 000 WALL 0 . 042 21 .760 1094 F9 20 . 167 5 . 000 SH422 19 . 750 21 . 760 1107 ------------------------------------------------------------------------------- F10 17 . 219 206 . 625 WALL 0 . 000 21 . 760 10269 ------------------------------------------------------------------------------- Fll 17 . 219 5 . 500 WALL 0 . 000 21 .760 935 Fll 17 . 219 3 . 500 WALL 16 . 927 21 . 760 935 ------------------------------------------------------------------------------- F12 18 . 219 5 .500 WALL 0 . 958 21 .760 1374 F12 18 .219 3 . 500 WALL 17 . 927 21 .760 920 ------------------------------------------------------------------------------- F13 3 . 667 32 . 000 WALL 1 . 000 21 . 760 1555 ------------------------------------------------------------------------------- F14 3 . 667 5 . 500 WALL 1 . 000 21 .760 1418 F14 3 . 667 3 . 000 AHU26 3 .417 21 .760 -370 ------------------------------------------------------------------------------- ---------------------------------------------------------------------- HANGER SUMMARY FOR: 3353B Quantity Hanger ------------------------------------ ------------------------------------ 4 SH422 6 AHU26 ------------------------------------ ------------------------------------ 1 Strap Hangers SH BUCK'T HEADER ALLOWABLE LOADS PROD. WIDTH HEIGT DEPTH MGT HEIGHT TOP NAILS FACE NAILS JOIST BOOR SNOW ROOF ROOF IIPUFT UPLIFT NO. GA. W H D h MSS NO. SIZE NO. SIZE NO. SIZE 1.00 1.15 1.25 1.33 1.33 1.60 ` SH29 18 1-5/8 9.7/8 2-1/8 5.1/4 5.1/2 4 10d 6 10d 6 10dx1-1/2 1850 1850 1850 1850 750 750 C 7-114 4 10d 8 10d 6 10dx1-1/2 2250 2250 2250 2250 500 500 10 plus 0 --- 16 10d 6 10dx1-1/2 1790 2060 2250 2250 750 750 j SH214 18 1-5/8 131/4 2-1/8 5.114 5.112 4 10d 6 10d 6 10dx1-1/2 1850 1850 1850 1850 750 750 7-1/4 4 10d 8 10d 6 10dx1-1/2 2250 2250 2250 2250 500 500 131/4 plus 0 --- 16 10d 6 10dx1-1/2 1790 2060 2250 2250 750 750 SH217 18 1-5/8 17-1/2 2-1/8 8-3/4 9.1/4 4 10d 8 10d 6 10dx1-1/2 2250 2250 2250 2250 750 750 11-1/4 2 10d 10 10d 6 10dx1-1/2 2200 2200 2200 2200 750 750 17-1/2 plus 0 --- 18 10d 6 10dx1-1R 2015 2250 2250 2250 750 750 SH218 18 1-3/4 17-1/2 2-118 8.3/4 9.1/4 4 10d 8 10d 6 10dx1-1/2 2250 2250 2250 2250 750 750 11-1/4 2 10d 10 10d 6 10dx1-1/2 2200 2200 2200 2200 750 750 SH322ML 18 2-5/16 22 2-1/8 "4 9.1/4 4 10d 4 10d 6 10dx1-1/2 2250 2250 2250 2250 750 750 10 2 10d 10 10d 6 10dx1-1/2 2200 2200 2200 2200 750 750 22 plus 0 --- 20 10d 6 10dx1-1/2 2200 2200 2200 2200 750 750 SH322 18 2-518 22 2-1/8 "4 9.1/4 4 10d 4 10d 6 10dxt-1/2 2250 2250 2250 2250 750 750 10 2 10d 10 10d 6 lodxt-1/2 2200 2200 2200 2200 750 750 2 SH2222 16 3-1/8 22 2-1/8 8-3/4 9-1/4 4 16d 16d 5 16d1 2050 2050 2050 2050 0 2 1 � 2200 2200 2200 2200 7 75 0 12 2 16d 12 16d 5 16d 3040 3040 3040 3040 0 0 22 plus 0 --- 22 16d 5 16d 2970 4040 3040 3040 0 0 SH418 16 3-9/16 18 2-1/8 8-3/4 9.1/4 4 16d 2 16d 5 16d 2050 2050 2050 2050 0 0 12 2 16d 12 16d 5 16d 3040 3040 3040 3040 0 0 18 plus 0 --- 18 16d 5 16d 2430 2795 3040 3040 0 0 SH422 16 39/16 22 2-1/8 8.3/4 9.1/4 4 16d 2 16d 5 16d 2050 2050 2050 2050 0 0 12 2 16d 12 16d 5 16d 3040 3040 3040 3040 0 0 22 plus 0 --- 22 16d 5 16d 2970 3040 3040 3040 0 0 SH2420 14 7-1/4 20 2-1/8 9 9.1/4 4 16d 10 16d 6 16d 4570 4770 4905 4905 0 0 11-1/4 4 16d 14 16d 6 16d 5250 5250 5250 5250 0 0 20 plus 0 --- 24 16d 6 16d 3420 3725 4050 4050 0 0 NOTES: 1.A 10d x 1-1/2 nail is 0.148 inch in diameter and 1-1/2 inches long.10d and 16d nails are common wire nails. 2.Hanger values are fused on 565 psi compression perpendicular to the grain and nail values for Douglas Fir-Larch(G-0.50) t �1 3.Adjust tabular values for wood species other than Southern Pine and Douglas Fir-Larch,in accordance with to 91 NDS. 4.The heights shown permit the required number of nails for the design load listed.For installation where one strap cannot be formed over the top, the design load is limited to the design load of a face nailed hanger. i.e.no top nails. 5.Truss to truss application assumes open web girder and the maximum height shown permits sufficient strap length to field bend and install top nails. 6.Truss to beam application assumes a solid,nailable surface sufficient for the face nails and top nails required. 7.All nails must be installed to achieve the design loads shown. 8.Code Compliance: NER#464 IN PRODUCT FEATURES •Mufti-purpose truss hanger bends to fit a variety of configurations including overhang and facennount applications. •Wider header flanges for easier - nailing using standard nails. q •14 to 18 gauge galvanized steel Revision No.: Revision Modifications: R.Date: R.App.: Material: ASTM A653 Product Name: Dc: Fy=33ks1 Fu=451s1 Strap Hangers Thickness: 18,16 and 14 Ga. P,�,�No.: [%;]F e: Coating: ASTM 653 G-60 SH 6/10/97 On the internet: www.alpeng.com AHU Truss & Joist Hanger DO PRODUCT �OB18 FASTENERS _. _...�� LOADS 1JPUFT LOAQS INCHES HEAD191 JOS POO= 13�l7L POU[iDS i NO. JOIST GA. V N D 0104M QiI� 100'A 115% US'!. A1609L 1339E 140'X. AKM 2 x 6,8 20 1.9/16 4.12 23/4 (16)16d Plod 1-12 2140 2460 2470 2470 Sao 11w � AHU26T 2 x 6,8 18 We 5-12 23/4 CZ4)16d (m10d x 1-12 3210 3230 3230 3230 980 1180 AKM 2x8,10,12 18 1-9116 6.12 23/4 (24)16d (t2)1odx1-12 3210 3230 3O =' 1470 1770 AHU210 2 x 10,12,14 18 1-9/16 8-122-3/4 ¢4)16d (16)10d x 1-12 3210 3230 3230 330 1960 23M AHU2t2 2 x 12,14 18 1-9/16 10-12 23/4 (24)16d (18)10d x 1-12 3210 '=O 3230 3230 1960 2360 (2)2 x 64 18 31/8 4.12 2.314 (16)16d (8)1od 2140 2460 2470 2470 1160 1=0*: AHU26-Zr 390 - AHU20-2T (2)2 x 6,8 18 3.1/8 5-1/2 2.3/4 .124)16d (8110d 3210 3230 3230 3290 1160 1390 AHU28-2 (2)2 x 8,10,12 18 3118 6-12 2314 (24)16d (12)10d 3210 3230 3230 3230 1740 2090 AHU210-2 (2)2 x 10,12,14 18 31/8 8.12 2-3/4 (24)164 (16)10d 3210 3230 3230 3=0 1960 23W AHU212 2 (Z)2 x 12,14 18 3118 10-12 23/4 (24)1 Gd (16)tOd 3210 32M =' =0 19M 2360 - AHU46 4 x 6,8 18 39116 4-12 23/4 6)16d (9)10d 2140 2460 2470 2470 1160 1390 AHU46T 4 x 6,8 18 39116 5.12 2-3/4 (r24)16d (8)10d 3210 3230 3230 3230 1160 1390 AHU48 4 x 8,10,12 18 3-9116 6.12 2.3/4 (24)16d (12)10d 3210 3230 3230 3230 1740 2090 AHU410 4 x 10,12,14 18 39116 8.1/2 23/4 (24)16d (16)104 3210 323o =' 3230 ism 2360 AHU412 4 x 12,14 18 39116 10.12 23/4 (24)16d (14110d 3210 3230 =' 3230 1960 2360 NOTES; 1.Tabulated loads are based an Saudwm rine or Ocuglas R Wmbec Far odor spades,=K#y dte 2bukred loads by: HM-Fr-041.Spur 'u-0.79. 2 10d x 1-1/2 nais are 0.148 nCt damew and 1-112 hdws long.AD other nab are atrrurrart tteas 3.Use aU spadfied taoAners it=hedule to actiere values kxIcated.For awe rtating,;tease cOneYtAWAL 4.Code CompGanes:NEt perxfi% 2 v4• AHV •� H i i pRODUCT FEATURES •Can be usedlo s*POrt healdecs,l� and inoses. .Wxr header for r>a�n9 using sta d d nal9. Rerlsort tVo. Rawson moddh=w s R DOM R.App. E "� AAiO"`'k ASTM A653 SII 50 C13 "r"r D h=sots h=7W Truss & Joist Hanger _ ❑ t>>� TwoA=18 dt 20 Ga.(0.047"6 O.D36-min.) High Strength +�q�;�,,,; caaur+4t ASTM A653,G-60 ?AA S,@riPS 24 On the internee: www.alpeng.com 3353B LENDRY BM-2 FL LUMBER UNLIMITED 356-5440 99.1 Allowable stress Design NOTE: LOAD TABLE 2 BEAM 1.75 X 11.875 GL2950-2.0 DESIGN CRITERIA 022 1.THIS GANG-LAM BEAM IS DESIGNED TO SUPPORT DESIGN CONSISTS OF 2 - PLIES FASTENED ONLY VERTICAL LOADS AS SHOWN. NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1).OTHER LOAD CASES TOGETHER (REFER TO NOTES). LIVE LOAD 40 PSF VERIFICATION OF LOADING,DEFLECTION FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIMITATIONS,FRAMING METHODS,WIND (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DEAD LOAD = 15 PSF TOTAL LOAD 55 PSF BRACING,OR OTHER LATERAL BRACING THAT DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD IS ALWAYS REQUIRED IS THE RESPONSIBILITY FT-IN-SX FT-IN-SX FLOOR SPAN CARRIED 1.00 FT OF THE PROJECT ARCHITECT OR ENGINEER. UNIFORM FLOOR LIVE TOP 422 PLF 00-00-00 08-00-00 2.PROVIDE RESTRAINT AT SUPPORTS TO INSURE UNIFORM FLOOR DEAD TOP 158 PLF 00-00-00 08-00-00 DEFLECTION CRITERIA : LATERAL STABILITY. UNIFORM FLOOR LIVE TOP 20 PLF 00-00-00 08-00-00 3.DO NOT CUT,NOTCH OR DRILL GANG-LAM. UNIFORM FLOOR DEAD TOP 19 PLF 00-00-00 08-00-00 LIVE LOAD DEFL: L / 360 4.SHIM ALL BEARINGS FOR FULL CONTACT. TOTAL LOAD DEFL: L / 240 5.VERIFY DIMENSIONS BEFORE CUTTING WARNING NOTES: GANG-LAM TO SIZ . DURATION OF LOAD INCR: 0 >& 6.THIS GANG-LAM IS TO BE USED AS A THIS COMPONENT DESIGN IS SPECIFICALLY FOR LOUISIANA-PACIFIC ENGINEERED FLOOR BEAM ONLY. WOOD PRODUCTS.USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG4 AM CODE COMPLIANCES : LVL,TECLAM LVL,LPI JOISTS,OR TU JOISTS IS STRICTLY PROHIBITED. REPORT If 7.PROVIDE COMPRESSION EDGE BRACIN AT BOCA 97-53 EACH END OF COMPONENT. ANCHOR GANG-LAM LVL BEAM SECURELY TO BEARINGS OR HANGERS. ICBO ER-5004 L.A. City RR 25167 "•THIS DRAWING IS NOT TO SCALE•'• THIS FLOOR COMPONENT HAS BEEN DESIGNED WITH AN INPUT SBCCI 9490E DEFLECTION LIMIT OF L/360.FOR STIFFER FLOORS AND BETTER CCMC 11518-R NOTE FOR BLE MEMBER PERFORMANCE,U480 IS HIGHLY RECOMMENDED. DESIGN ASSUMES COMPONENTS CARRIED ARE APPLIED TO TOP EDGE OF GANG-LAM.SUCH THAT LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. 'ATTACH 2 GANG-LAM PLIES WITH 2 ROWS OF 16d COMMON NAILS ON EACH FACE STAGGERED AT 12.00'C/C. SUPPORT REACTIONS (LBS): CASE B E A R I N G N U M B E R 1 2 1 2478 2478 111---2 710 710 1 MIN BEARING SIZES (IN-SX) l 3- 0 3- 0 11.875 1.750 29 3.500 CROSS SECTION MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.04" 0.26" 'DEAD LOAD 0.02" 8- 0- 0 TOTAL LOAD 0.05" 0.39" Handling 8 Erection Miscellaneous Information Gang-Lam LVL,TecLam LVL,LPI Joist,and TLI Joist Specifications Software Provided By: 09109/99 SSBC Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the •Supports and connections for Gang-Lam LVL,TecLam LVL,LPI Joists.and TLI Louisiana-Pacific Corp. plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and Joists to be specific applications. Installed by others.No bads are b be applied to the Instructions from the designers of the complete structure before using this •Common nails driven parallel to glue lines shall be spaced a minimum of 4" Engineered Wood Products Component utB after all the frawft and fastening are component.If the design criteria listed above does not meet local building for 10d and 3•for 8d. 2706 Highway 421 North completed.At no time shall bads greater than design bads code requirements,do not use this design.When this drawing is signed •Do not ad,notch,drill or alter Gang-Lam LVL.TecLam LVL,LPI Joists,and TLI Wilmington,NC 28401 be applied to the component. and sealed Louisiana-Pacific Corp is approving only the structural design of Joists except as shown in published material from Louisiana-Pacific Corp.any use Local (910)762-9878 Design Criteria the unit shown on the basis of data provided by the customer and shown on of Gang-Lam LVL,TecLam LVL,LPI Joists,and TLI Joists contrary to the limits National Wats (800)999 9105 this drawing. Gang-Lam LVL,TecLam LVL,LPI joists,and TLI joists are sed foot hereon,negates any express warranty of the product and Louisiana-Pacific The design and material specified are in substantial made without camber and will deflect under bad,wood in direct contact Corp.disclaims all implied warranties indudirg the implied warranties of DWG # conformity with the latest revisions of NDS and AITC.Dead with concrete must be protected as required by code,continuous lateral merchantability and fitness for a particular use. bad deflection eeiudes adjustment factor for creep.Total support is assumed(wall,floor beam,etc.)L-P does not provide on-site load defection Is instantaneous. inspection SHEET # 4 (3353B-LENDRY HOMES - F5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) SEE DWG 657,275 OR 657,2756 FOR GABLE DETAILS. TC From 414 PLF at 0.12 to 414 PLF at 20.46 BC From 10 PLF at 0.00 to 10 PLF at 20.58 W2.5X4 = W1.5X3(R) W1.5X3(R) = W=W2.5X4 = W2.5X4 1 0-8 1-0-8 1 4 0 A� 21-9 2 W2X4 III W=W2.5X4 = W2.5X4 W2.5X4 W2X4 III fF 20-7-0 Over Continuous Support j R=419 PLF W=20-7-0 Note: All Plates Are W1.50 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2e8 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND p T C L L 40.0 P S F R E F R235--91897 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 1 0.0 P S F DATE 09/10/99 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,'(��^' 'q+y,.�J,• _ STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RI6ID CEILING. �+[JN ,� p **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED If�� BC DL 5.0 PSF DRW HCUSR235 99253006 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANV DEVIATION FROM THIS DESIGN; ANV FAIIURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ( r 7 C L L 0.0 P S F H C-ENG F L A/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOR AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE:CSF T 0 7.L D. 55.0 P S F S E Q N - 137781 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERl�'.�;+�r�p` ,• � — DftAW1NGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING � j\\\\ D U R.FAC. 1.00 F ROM R C T Alpine Engineered Products,Inc. RESPONSE ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �N Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4.D" ANS17TPI 1-1995 SECTION 2. (3353B-LENDRY HOMES F6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS OUR. TOP CHORD 4x2 SP #2 + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. BOT CHORD 4x2 SP #2 :B2 4x2 SP #1 Dense: WEBS 4x2 SP #3 MAX JT VERT DEFL: LL: 0.39" DL: 0.15" (SEE DWG 579,000) RECOMMENDED CAMBER 1/4" IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. @ 24.00" OC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 9-3-0 _I 24" T 9-4-0 _I 15 I. I- I W2.5X4 = W3X7 = W4X5= W1.5X3(R) W1.5X3(R) W3X7= W3X4= W2.5X4 = W1.5X3 III W1.5X3 III W3X4= W=W2.5X4 = W4X5 + —F 1-4-0 1-0-8 1-0-8 b4n A, 21-9-2 B2 W4X6= W3X7= W3X4= 142.5X4 = W2.5X4 = W3X4= W3X7= W4X6= W2X4 III W2X4 III W=HS210 fE 20-7-0 Over 2 Supports R=1120 W=5" R=1120 W=5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 18.208 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R 2 3 5--91898 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE !. I PNST TOTE 83 ERFORMING THE SEDFUNOCTI ON SIO ORUNLESSSU TOTHERWI0. SEDINDNC ATE D, TOPICHORDFSH SHALL AV PRACTICES OPERLY ATTACHED `_ C S1�r�E� TC DL 10.0 PSF DATE 09/10/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Lfyy{.'� BC DL 5.0 PSF DRW HCUSR235 99253007 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ;e P " PIN ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND «I >��f « H C L L O.O P S F H C-ENG F L A/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE SSOPROVISIONS OF NDS (NATIONAL DESIGN �' 1 CONNECTOR SSPECIFICATI AREPMA DESUFD20GATASTMHE MA653ER AGR40N F R GALVEST ANDTEEPER EXCEP TIAT ASI NUTEDND TAPPL YACONNECTORS TO $TATE:OF. "�� TOT.L D. 55.0 P S F S E 0 N - 137761 EACH FACE OF TRUSS, AND UNLESS UTHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ".•'�2,(»,tVp' DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING vrV RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ��•• U U R.FAC 1.0 0 FROM R C T Alpine Engineered Products,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER `1 I'I81IIeS Clty,Pl. 33844 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" (3353B-LENDRY HOMES - F7 (3-PLY)) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 3 Complete Trusses Required BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 NAILING SCHEDULE: (12d—box—nails) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 12" o.c. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) WEBS : 1 ROW @ 4" o.c. TC —From 100 PLF at 0.00 to 100 PLF at 20.42 REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING BC From 84 PLF at 0.00 to 84 PLF at 13.50 BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. BC From 10 PLF at 13.50 to 10 PLF at 20.42 IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. @ 24.00" OC. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W4X8= W4X8= W04= W4X8= W08= 141.5X3 III 1T 0 rl T 1-4-0 +21-9-2 W4X8= W4X8= W4X4 W1.5X3 III W4X8= W08 L 20-5-0 Over 2 Supports R=1152 W=5" R=303 PLF W=6-11-0 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2e8 FL/-/4/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND r g� T C ILL 40.0 P S F R E F R235-91899 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE e / INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO p.`.• i(��(J�0 A, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �G(P '� / T C D L 1 0.0 P S F DATE 09/10/99 STRUCTURAL PANELS, BOTTOM CH ORO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED UC DL 5.0 PSF DRW HCUSR235 99253008 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE F00. ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO '$E'.P I 7 ALPINE BUILD THE TRUSSES IN CONFORMANCE KITH TP[; OR FABRICATING, MANGLING, SNIPPING, INSTALLING AND F ESC L L O.0 P S F HC-ENG F L A/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ' SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE c CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE:C�?FAl .L D. 55.0 P S F S E Q N - 137768 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERI*'.*ICL ` .-••'(Ii --- DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING TTNNNT'_. OUR.FAC. 1.00 F R 0 M R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ��[+� Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A C I N G 24.0- ANS17TPI 1-1995 SECTION 2. __ S (3.353B-LENDRY HOMES - F8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS 14FR. TOP CHORD 4x2 SP #2 + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. BOT CHORD 4x2 SP #2 :62 4x2 SP #1 Dense: WEBS 4x2 SP #3 MAX JT VERT DEFL: LL: 0.38" DL: 0.14" (SEE DWG 579,000) RECOMMENDED CAMBER 1/4" IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. @ 24.00" OC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 9-3-0 _I 24" 9-2-0 _I 15�Typ. I- I W2.5X4 = W3X5= W4X4= W1.5X3(R) W1 .5X3 III W1.5X3 III W=W2.5X4 = W1.5X3(R) = W3X5= W3X3= W2.5X4 = W3X3= W4X4 + � �0 1 0-8 1-0-8 1 x }21-9-2 B2 YY W4X5= W3X5= W3X3= W2.5X4 = W2.5X4 = W3X3= W3X5- W4X5= W2X4 III W2X4 III W=HS210 IE 20-5-0 Over 2 Supports J R=1110 W=5" R=1110 W=5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 18.2e8 FL/-/4/-/E/-/- Scale =.375" Ft. ++WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ,��+,d p T C L L 40.0 P S F R E F R 2 3 5--9 1 9 0 0 BRACING. REFER T? HIB (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Grr11 INSTITUTE, 583 D'ON OFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO tY.4••'iC f PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED t� ��'• �` (a q i TC DL 10.0 PSF DATE 09/10/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � 9C DL 5.0 PSF DRW HCUSR235 99253009 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OF ION, ANY FAILURE TO 'Sep Ili ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ji 6C LL 0.0 P S F HC-ENG F L A/W P F r BRACING OF TRUSSES. THIS OE SIGN CONFORMS WtTH APPLICABLE PR OY ISI ONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP[. ALPINE ' A [ CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALN. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �Y�'1TE 9F TOT.LD 55.0 P S F S E A N - 137771 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER lI',--'I MOR Svr — DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S.. \\_ D U R,FAC. 1.00 FR0M R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,Fl, 33844 COMPONENT FOR 99 ANY SE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4.0" (3353B-LENDRY HOMES - F9) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS Ai R. TOP CHORD 4x2 SP #2 + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. BOT CHORD 4x2 SP #2 :B2 4x2 SP #1 Dense: WEBS 4x2 SP #3 IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. I` 9-3-0 'I 24" + 8-10-8 'I 1151, Type. I— I W2.5X4 = W3X5= W4X4 5X3 M 5X3 III W1. W1.5X3(R) - W3X5= W3X3= W2.5X4 = W1. W3X3= W=W2.5X4 W4X6 T + 1 4.0 1-0-8 -1- 62 +21-9-2 W4X5= W3X5 - W3X3W2.5X4 = W2.5X4 = W3X3= W3X5= W4X5 = W2X4 III W2X4 III W=HS210 = fF 20-1-8 Over 2 Supports J R=1094 W=5" R=1107 PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 18.2e8 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND rp G cy Ly T CL L 4 0.0 P S F R E F R 2 3 5- -91901 BRACING. REFERTOHID91 (HANDLING INSTALIIN6ANDBRACING), PUBLISHED BY TPI (TRU55 PLATE "'INSTITUTE, 5d3 D'ONOFft IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TOPERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED . � .9 y;+�.• T C D L 10.0 PSF DATE 09/10/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. , —IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 PSF DRW HCUSR235 99253010 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ep DUILD THE TRUSSES IN CONFORMANCE W[TH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ! f ~ ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGNS B C L L 0.0 PSF H C-ENG F L A/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONN CC TORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO + SJ'TATE; ;' T 0 T.L D. 5 5.0 P S F S E O N - 117711 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��, ,• DRAWINGS 160 A-2. THE SEAL ON THI5 DRAWING INDICATES ACCEPTANCE OF PR OFE5SIONAL ENGINEERING � �"b O U R.FAC. 1.00 F R 0 M R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS HainEs City,Fl. 33844 ANSI/TPI F 1995N SE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PEA SPACING 2 4.0" (3353B-LENDRY HOMES - F10) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS14R. TOP CHORD 4x2 SP #2 IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC BOT CHORD 4x2 SP #2 @ 24.00" OC. WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SPECIAL LOADS TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 595 PLF at 0.12 to 595 PLF at 17.09 SEE DWG 657,275 OR 657,275B FOR GABLE DETAILS. BC From 10 PLF at 0.00 to 10 PLF at 17.22 W2.5X4 = W1.5X3(R) W1.5X3(R) = W1.5X3III W=W2.5X4 = W2.5X4 T 1 4-0 1 0-8 1-0-8 21-9-2 W3X3- W1.5X3 III W=W2.5X4 = W1.5X3 III 141.5X3 III W1.5X3 III 141 .5X3 III W1.5X3 III W1.5X3 III W1.5X3 III W1.5X3 III W1.5X3 III W3X3 W1.5X3 III 17-2-10 Over Continuous Support j R=596 PLF W=17-2-10 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2e8 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 40.0 P S F R E F R235-91902 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �'��� INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO 5�+++'1%. + "Y PERFORMING THESE FUNCTIONS. ONE OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED • Ici T C D L 1 0.0 P S F DATE 09/10/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •G **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '$E'9f �, BC DL 5.0 PSF DRW HCUSR235 99253DI1 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO . 1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND I R C LL 0.0 P S F HC-ENG F L A/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICA N FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, E%CEP7 AS NOTED. APPLY CONNECTORS TO a�J7f�T�,Qf - ,. TOT.L D. 5 5.0 P S F S E Q N - 137778 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERP,'. i�(((���`— DRAWINGS 160 A-S THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENG]NEERIN6 V(J�.. Y•T_r_—` 7UR.FAC 1.00 FROM RCT AI Ine En maen�prodUCIS,LIC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU[iAB ILITY AND USE OF THIS C ro� ` P I'IHingS City,FI. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RE SPG NSIB[L ITY OF THE BUILDING DESIGNER, PER P A C I N G 24.0- 33844 ANSI/TPI 1-1995 SECTION 2. (a353B-LENDRY HOMES - Fll) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS 4 R. TOP CHORD 4x2 SP #2 + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L1360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 7-7-5 24" -- 7-7-5 151, Typp. W4X4= I W3X4= W1.5X3(R) W1.5X3(R) = W3X4= W=W2.5X4 = W4X4 1 4 0 1-0-8 + 1 0-8 k 21-9-2 W4X5= W3X4= W1.5X3 III W1.5X3 III W3X4= W4X5 W2X4 III W2X4 III W=W2.5X4 LE 17-2-10 Over 2 Supports J R=935 W=5.5" R=935 W=3.5" Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2e8 FL/-/4/-/E/-/- Scale =.375" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND pp T C L L 40.0 P S F R E F R 2 3 5--91903 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IT (TRUSS PLATE 4'�ICn. f,/ INSTITUTE, 583 D'ON OFRIO DR., SUITE 200, MADISON, W] 53719), fOR SAFETY PRACTICES PRIOR TO ��'1`1�/ •..�� .. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED \•� TC DL 10.0 P S F DATE 09 10/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED } } BC DL 5.0 PSF DRW HCUSR235 99253012 PRODUCT S, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ep 1U C BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND L ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN E L L L 0.0 P S F H C E N G F L A/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE : �j- CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO sTArE;C)F. w TOT.L D. 55.0 P S F S E O N - 137784 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PE0. j�.'. Rt�'`•,'�„{r DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1 DI!R.FAC. 1.00 F ROM R C T Alpine Engineered Products,Inc RESPONSIBILITY SOLELY fOR THE TRUSS COMPONENT DESIGN SHOWN. THE SO LABILITY AND USE OF THIS } 119i1eS City,FL 33844 COMPONENT FOR ANY PARTICUI.AR BUILDING IS IH RESPONSI8ILITY OF THE BUILOING DESIGNER, PER S P A C I NIG 2 4.0" ANSI/TPI 1-1995 SECTION 2. �Y V (3,3538-LENDRY HOMES - F12) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS 14 R. TOP CHORD 4x2 SP #2 + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 THIS TRUSS SPACED @ 24.0" OC SUPPORTS ADDITIONAL CONCENTRATED LOAD AT LEFT END FROM 8.00' STUD WALL (13.75 PSF) SUPPORTING 02-00-00 ROOF SPANS WITH 00-00-00 OVERHANG. ROOF LOAD: IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC 20.00 PSF LL AND 25.00 PSF DL. @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 8-7-11 -I 24" � 7-6-15 _I 15" Typ. I- - W2.5X4 W1.5X3 III W4X8= Wl.5X3(R) W=W2.5X4 W1.5X3(R) = W3X4= W2.5X4 = W2.5X4 = W2.5X4 = W3X4= W04 1-0-8 + 1-0-8 1T 0 21-9-2 W3X4= W4X5 =_ W3X4= W2.5X4 = Wl.5 X 3 III W3X4= W4X5 = W2X4 III W2X4 III W=W3X5 = W1.5X3 III W2.5X4 0 11 8 18-2-10 Over 2 Supports J R=1374 W=5.5" R=920 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2e8 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND •p T C L L 40.0 P S F R E F R235-91904 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Gall INSTITUTE, 583 D'ONOfRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO p;-1•'f`IF . r� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED •.t�.•{G,C� qr. T C D L 1 0.0 P S F DATE 09/10/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. CJ +,�,h **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1U BC DL 5.0 PSF DRW HCUSR235 99253013 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ep BUILD THE TRUSSES IN CONFO0.MANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND +It '� B C L L 0.0 P S F H C-ENG F L A/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE SI6N AA4 4 I SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO srA1e:Chi ;7TOT.L D. 5 5.0 P S F S E O N - 137787 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •' O--' DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING � `• ��• � D U R.FAC. 1.00 F R 0 M R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS IIH1TlCS CITY,FL 33844 COMPONEENTIFORR9ANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" (3353B-LENDRY HOMES - F13) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS iYR. TOP CHORD 2x4 SP #2 SEE DWG GAB98117 FOR ADDITIONAL REQUIREMENTS. BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC @ 24.00" OC. SPECIAL LOADS DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. ------(LUMBER OUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 414 PLF at 0.00 to 414 PLF at 3.67 BC From 10 PLF at 0.00 to 10 PLF at 3.67 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W1.5X3 III W2.5X4 = W1.5X3 111 W2.5X4 1T 0M�x I 1". lT 0 +21-9-2 141.5X3 III W2.5X4 = W2.5X4 W1.5X3 III 1.1 3-8-0 Over Continuous Support R=583 PLF W=2-8-0 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 15.2 & FL/-/4/-/E/-/- Scale —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ��++p �•y TC LL 40.0 P S F R E F R235-91905 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TP] (TRUSS PLATE L n P" INSTITUTE, 563 D'ONOFRIO R. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO -`Q�"A�'�11^,((„"' ✓��'yy T C D L 1 0.0 P S F DATE 09/10/99 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IND ICATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED �'i�..tiP ^q�k.yy-:• STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '�J7��' BC DL 5.0 PSF DRW HCUSR235 99253014 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO +Sep 1f BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO ( � BC LL 0.0 P$F HC-ENG F L A/W P F ALPINE BRACING OF TRllSSES. THE DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (N AIto NAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STAT E OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO t1Ja' TOT.L D. 55.0 P S F S E A N - 137790 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DEStGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROF ES5IONAL ENGINEERING ...���j+ D U R.FAC. 1.00 F R 0 M R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS { EMD' p thing CI FI. 33544 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4.0" Ty• ANSTITP[ 1 1995 SECTION 2. (3.353B-LENDRY HOMES - F14) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NI R. TOP CHORD 2x4 SP #2 THIS TRUSS SPACED @ 24.0" OC SUPPORTS ADDITIONAL CONCENTRATED BOT CHORD 2x4 SP #2 LOAD AT LEFT END FROM 8.00' STUD WALL (13.75 PSF) SUPPORTING WEBS 2x4 SP #3 :W1, W5 2x6 SP #2: 07-00-00 ROOF SPANS WITH 02-00-00 OVERHANG. ROOF LOAD: 20.00 PSF LL AND 25.00 PSF DL. -370# NON-WIND UPLIFT AT BRG (X-LOC, Y-LOC) : 3.42' , 21.76' . IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. W1.5X3 III W2.5X4 = W2.5X4 T 1-4-0 w1 W5 1-4-0 +21-9-2 W1.5X3 III W1.5X3 III W3X7= 1-1-0-0- 1,,--3-8-0 Over 2 Supports R=1418 W=5.5" R=-370 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2e8 FL/-/4/-IE/-/- Scale "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND cc TC LL 40.0 P S F R E F R235--91906 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE rr-8 P�f INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO .3, a'��F1�`� •yA.. T C D L 1 Q.Q P S F DAT E 09/10/99 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, i0P CHORD SMALL HAVE PROPERLY ATTACHED �{ 3Y STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY AT RIGID CEILING. ,'G.''. TR�. "IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED BC DL 5.Q PSF DRW HCUSR235 99253015 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIDN FROM THIS DESIGN; ANY FAILURE TO w r '. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SNIPPING, INSTALLING AND ('� BC LL 0.0 P S F HC- E N G FLA/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONE ORNS WITH APPL[CABLE PROVISIONS OF NO (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE q CONNECTORS ARE MADE OF 20GA ASTM A653 GROG GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ^J�'4?�^'`�f�r T0T.LD. 55.0 PSF SEQN - 137794 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '�GR�L'9�' DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 7 .} D U R.FAC. 1.0 0 FROM R C T RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS Alpine Engineered PrOductS,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" Retries City,FL 33844 ANSI/TPI 1-1995 SECTION 2_ 1 „�� FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Lee Residence Builder: Bryan Lendry Address: Lot: 69A/3, Sub: , Plat: Permitting Office: City of Atlantic Beach City, State: Atlantic Beach, FL 32233- Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap: 100.0 kBtu/hr 3. Number of units,if multi-family 2 - SEER: 10.00 - 4. Number of Bedrooms 2 _ b.N/A _ 5. Is this a worst case? No 6. Conditioned floor area(ft2) 2598 ft2 c. N/A - 7. Glass area&type - - a. Clear-single pane 0.0 ft2 - 13. Heating systems b. Clear-double pane 478.0 ft2 - a. Electric Heat Pump Cap: 100.0 kBtu/hr c. Tint/other SC/SHGC-single pane 0.0 ft2 - HSPF:7.00 - d.Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A - 8. Floor types a. Raised Wood,Post or Pier R=19.0, 1331.Oft2 - c. N/A - b.N/A c. N/A 14. Hot water systems 9. Wall types - a. LP Gas Cap:50.0 gallons a. Frame,Wood,Exterior R=19.0,2557.0 ft2 - EF:0.66 - b.N/A - b.N/A - c. N/A d.N/A - c. Conservation credits - e. N/A (HR-Heat recovery,Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=30.0, 1331.0 ft2 - 15. HVAC credits MZ-C,MZ-H b.N/A - (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Total as-built points: 25402.00 Glass/Floor Area: 0.18 Total base points: 28921.00 PASS I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this yo4zKEST9T� 0 Energy Code. calculation indicates compliance And Bryan with the Florida Energy Code. '"'l PREPARED BY: J Before construction is completed a DATE: ( S this building will be inspected for n I hereby certify that this building, as d, is in compliance with Section 553.908 compliance with the Florida Ene Florida Statutes. °D OWNER/AG NT: BUILDING OFFICIAL: DATE: DATE: - EnergyGauge®(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 69A/3, Sub: , Plat: ,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2598.0 33.05 15457.7 Double,Clear E 2.0 19.5 60.0 40.22 0.99 2400.6 Double,Clear E 2.0 21.5 40.0 40.22 1.00 1601.2 Double,Clear N 2.0 13.5 16.0 19.22 0.98 301.9 Double,Clear W 2.0 15.5 30.0 36.99 0.99 1097.7 Double,Clear W 2.0 21.5 24.0 36.99 1.00 884.0 Double,Clear S 2.0 19.5 30.0 34.50 0.99 1025.4 Double,Clear S 2.0 19.0 42.0 34.50 0.99 1434.2 Double,Clear E 2.0 11.5 18.0 40.22 0.97 700.9 Double,Clear N 2.0 15.5 27.0 19.22 0.99 513.3 Double,Clear E 2.0 7.5 90.0 40.22 0.90 3252.3 Double,Clear W 2.0 3.5 30.0 36.99 0.69 762.2 Double,Clear s 2.0 6.5 20.0 34.50 0.80 550.4 Double,Clear E 9.0 4.5 4.0 40.22 0.39 63.1 Double,Clear S 2.0 6.5 20.0 34.50 0.80 550.4 Double,Clear S 6.0 9.2 27.0 34.50 0.60 555.1 As-Built Total: 478.0 15692.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood,Exterior 19.0 2557.0 0.90 2301.3 Exterior 2557.0 1.70 4346.9 Base Total: 2557.0 4346.9 As-Built Total: 2557.0 2301.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 32.0 6.10 195.2 Exterior 32.0 6.10 195.2 Base Total: 32.0 195.2 As-Built Total: 32.0 195.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1331.0 0.60 798.6 Under Attic 30.0 1331.0 0.60 798.6 Base Total: 1331.0 798.6 As-Built Total: 1331.0 798.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood,Post or Pier 19.0 1331.0 0.77 1019.5 Raised 1331.0 -3.99 -5310.7 Base Total: -5310.7 As-Built Total: 1019.5 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 69A13, Sub: , Plat: ,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2598.0 10.21 26525.6 2598.0 10.21 26525.6 Summer Base Points: 42013.3 Summer As-Built Points: 46532.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 46532.8 1.000 1.047 0.341 0.950 15796.7 42013.3 0.3573 15011.3 46532.8 1.00 1.047 0.341 0.950 15796.7 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 69A13, Sub: , Plat: ,Atlantic Beach,FL, 32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 2598.0 9.76 4566.4 Double,Clear E 2.0 19.5 60.0 9.09 1.01 548.9 Double,Clear E 2.0 21.5 40.0 9.09 1.01 365.7 Double,Clear N 2.0 13.5 16.0 14.30 1.00 228.9 Double,Clear W 2.0 15.5 30.0 10.77 1.00 324.0 Double,Clear W 2.0 21.5 24.0 10.77 1.00 258.7 Double,Clear S 2.0 19.5 30.0 4.03 0.99 120.3 Double,Clear S 2,0 19.0 42.0 4.03 0.99 168.3 Double,Clear E 2.0 11.5 18.0 9.09 1.02 166.3 Double,Clear N 2.0 15.5 27.0 14.30 1.00 386.1 Double,Clear E 2.0 7.5 90.0 9.09 1.04 851.3 Double,Clear W 2.0 3.5 30.0 10.77 1.10 355.3 Double,Clear S 2.0 6.5 20.0 4.03 1.22 98.0 Double,Clear E 9.0 4.5 4.0 9.09 1.45 52.7 Double,Clear S 2.0 6.5 20.0 4.03 1.22 98.0 Double,Clear S 6.0 9.2 27.0 4.03 2.02 220.1 As-Built Total: 478.0 4242.4 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood,Exterior 19.0 2557.0 2.20 5625.4 Exterior 2557.0 3.70 9460.9 Base Total: 2557.0 9460.9 As-Built Total: 2557.0 5625.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 32.0 12.30 393.6 Exterior 32.0 12.30 393.6 Base Total: 32.0 393.6 As-Built Total: 32.0 393.6 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1331.0 1.20 1597.2 Under Attic 30.0 1331.0 1.20 1597.2 Base Total: 1331.0 1597.2 As-Built Total: 1331.0 1597.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood,Post or Pier 19.0 1331.0 0.88 1166.0 Raised 1331.0 0.96 1277.8 Base Total: 1277.8 As-Built Total: 1166.0 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 69A/3, Sub: , Plat: ,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2598.0 -0.59 -1532.8 2598.0 -0.59 -1532.8 Winter Base Points: 15763.1 Winter As-Built Points: 11491.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 11491.8 1.000 1.064 0.487 0.950 5658.6 15763.1 0.5340 8417.5 11491.8 1.00 1.064 0.487 0.950 5658.6 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 69Al3, Sub: , Plat: ,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier - Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 2 2746.00 5492.0 50.0 0.66 2 1.00 1973.45 1.00 3946.9 As-Built Total: 3946.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 15011.3 8417.5 5492.0 28920.8 15796.7 5658.6 3946.9 25402.2 PASS �.Off' BM ST9?� b �oD �ye EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeS/FIaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: 69A/3, Sub: , Plat: ,Atlantic Beach, FL, 32233- PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE _�CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. _ Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS , CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.9 The higher the score,the more efficient the home. Lot: 69A/3, Sub: , Plat: , Atlantic Beach, FL, 32233- 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 100.0 kBtu/hr — 3. Number of units,if multi-family 2 _ SEER: 10.00 4. Number of Bedrooms 2 _ b.N/A — 5. Is this a worst case? No _ 6. Conditioned floor area(ft2) 2598 ft2 c. N/A — 7. Glass area&type _ _- a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 478.0 ft2 _ a. Electric Heat Pump Cap: 100.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 — d.Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A — 8. Floor types _ — a. Raised Wood,Post or Pier R=19.0, 1331.0ft2 _ c. N/A _ b.N/A _ — c. N/A 14. Hot water systems 9. Wall types _ a. LP Gas Cap:50.0 gallons — a. Frame,Wood,Exterior R=19.0,2557.0 ft2 _ EF:0.66 — b.N/A _ b.N/A — c. N/A _ — d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,1331.0 ft2 _ 15. HVAC credits MZ-C,MZ-H _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) yO�ZBE SrAT�o in this home before final inspecti se,a new EPL Display Card will be completed . based on installed Code compliant es. aHr � Builder Signature: Date: Address of New Home: D T'crk City/FL Zip: � -- r�coD WF *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarT"'designation), your home may qualify for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge®(Version: FLRCNA-200) A LEE RESIDENCE HVAC LOAD ANALYSIS } ; n. � N -7 ` L City OF Atlain is Env?ach B."ildiflF, and Zoning for Custom Homes by Bryan Lendry 3202 Sawgrass Village Circle Ponte Vedra Beach, FL 32082 i A MANIR R�� DMIAL H V HVAC LOADS Prepared By: Andy Bryan Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 (904)249-8251 8-12-99 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Lee Residence Neptune Beach,FL 32266-1798 8-12-99 Page 2 Project Summary Project: Lee Residence Company: Ocean State Heating &Air Conditioning jClient: Custom Homes by Bryan Lendry Representative: Andy Bryan Address: 3202 Sawgrass Village Circle Address: 1476 Atlantic Boulevard City: Ponte Vedra Beach, FL 32082 City: Neptune Beach, FL 32266 Phone: (904) 285-8986 Phone: (904) 249-8251 Fax: (904) 285-8660 Fax: (904)249-8949 �I I Design Data Project Name: Lee Residence Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 I Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A 1 Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 1,682 CFM per square foot: 0.647 Square feet of room area: 2,598 Square feet per ton: 649.377 Building Loads Total heating required with outside air: 49,813 Btuh 49.813 MBH Total sensible gain: 36,967 Btuh 85 % Total latent gain: 6,735 Btuh 15 % Total cooling required with outside air: 43,702 Btuh 3.642 Tons (based on sensible+ latent) 4.001 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,August 12, 1999 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Lee Residence Neptune Beach,FL 32266-1798 8-12-99 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 387 12,628 0 17,039 17,039 91 French Door Double Clear Glass Metal Frame 91 3,087 0 3,327 3,327 10D Door Wood Solid Core 32 662 0 362 362 j 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 2,557 6,904 0 3,774 3,774 16G Ceiling R-30 Insulation 1,331 1,976 0 1,976 1,976 I 201 Floor Over Open Crawl Carpet+ R-19 1,331 2,875 0 1,022 1,022 Subtotals for structure: 5,729 28,132 0 27,500 27,500 Active People: 3 0 690 900 1,590 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,200 1,200 Lighting: 0 0 0 0 0 !: Ductwork: 0 2,371 0 3,362 3,362 Infiltration: Winter CFM: 390.5, Summer CFM: 173.5 510 19,310 6,045 4,005 10,050 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 36,967 Temperature Swing Multiplier: X1.00 Building Load Totals: 49,813 6,735 36,967 43,702 Check Figures Total Building Supply CFM: 1,682 CFM per square foot: 0.647 Square feet of room area: 2,598 Square feet per ton: 649.377 Building Loads - Total heating required with outside air: 49,813 Btuh 49.813 MBH Total sensible gain: 36,967 Btuh 85 Total latent gain: 6,735 Stuh 15 % Total cooling required with outside air: 43,702 Btuh 3.642 Tons (based on sensible+ latent) l 4.001 Tons (based on 77% sensible capacity) i Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. i Thursday,August 12,1999 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Lee Residence Neptune Beach,FL 32266-1798 8-12-99 Page 4 System#1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quart Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 223 7,276 0 11,303 11,303 91 French Door Double Clear Glass Metal Frame 64 2,171 0 1,858 1,858 10D Door Wood Solid Core 32 662 0 362 362 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 1,387 3,744 0 2,047 2,047 16G Ceiling R-30 Insulation 64 95 0 95 95 201 Floor Over Open Crawl Carpet+ R-19 1,331 2,875 0 1,022 1,022 Subtotals for structure: 3,101 16,823 0 16,687 16,687 Active People: 0 0 0 0 0 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,200 1,200 Lighting: 0 0 0 0 0 Ductwork: 0 1,383 0 2,014 2,014 Infiltration: Winter CFM: 219.5, Summer CFM: 97.5 319 10,853 3,398 2,251 5,649 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 22,152 Temperature Swing Multiplier: X1.00 System Load Totals: 29,059 3,398 22,152 25,550 I Check Figures Supply CFM: 1,008 CFM per square foot: 0.757 Square feet of room area: 1,331 Square feet per ton: 555.184 System Loads Total heating required with outside air: 29,059 Btuh 29.059 MBH Total sensible gain: 22,152 Btuh 87 % Total latent gain: 3,398 Btuh 13 % Total cooling required with outside air: 25,550 Btuh 2.129 Tons (based on sensible + latent) 2.397 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,August 12,1999 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Lee Residence Neptune Beach,FL 32266-1798 8-12-99 Page 5 System#2 Summary Loads Component Area Sen. Lat. Sen. Total Description Quart Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 164 5,352 0 5,736 5,736 91 French Door Double Clear Glass Metal Frame 27 916 0 1,469 1,469 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 1,170 3,160 0 1,727 1,727 16G Ceiling R-30 Insulation 1,267 1,881 0 1,881 1,881 Subtotals for structure: 2,628 11,309 0 10,813 10,813 Active People: 3 0 690 900 1,590 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 0 0 Ductwork: 0 988 0 1,348 1,348 Infiltration: Winter CFM: 171.0, Summer CFM: 76.0 191 8,457 2,647 1,754 4,401 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 14,815 Temperature Swing Multiplier: X1.00 System Load Totals: 20,754 3,337 14,815 18,152 Check Figures j Supply CFM: 674 CFM per square foot: 0.532 Square feet of room area: 1,267 Square feet per ton: 790.218 System Loads Total heating required with outside air: 20,754 Btuh 20.754 MBH Total sensible gain: 14,815 Btuh 82 % Total latent gain: 3,337 Btuh 18 % Total cooling required with outside air: 18,152 Btuh 1.513 Tons (based on sensible+ latent) 1.603 Tons(based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I it Thursday,August 12,1999 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Lee Residence Neptune Beach,FL 32266-1798 8-12-99 Page 6 Room Load Summary Reports System#1 Room Load Summary Htg Htg Run Run Clg Clg Cig Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Gatherin 462 12,918 168 0-0 0 7,555 1,555 344 1.00 344 344 g Room 2 Dining/Kit 378 5,779 75 0-0 0 6,098 575 277 1.00 277 277 chen 3 Foyer 172 2,357 31 0-0 0 865 341 39 1.00 39 39 4 Study/St 319 8,005 104 0-0 0 7,634 927 347 1.00 347 347 udy Bath System 1 Totals 1331 29,059 378 22,152 3,398 1,008 1,008 1,008 Main Trunk Size: 18x10 in. System#1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.129 87°/x/13% 22,152 3,398 25,550 Recommended: 2.397 77%/23% 22,152 6,617 28,769 i System#1 Equipment Data Heating System Cooling System i i Thursday,August 12,1999 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Lee Residence Neptune Beach,FL 32266-1798 8-12-99 Page 7 j Room Load Summary Reports System#2 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1- 5 Master 462 11,718 152 0-0 0 6,464 2,123 294 1.00 294 294 Suite 6 Master 182 604 8 0-0 0 481 0 22 1.00 22 22 WIC 7 Master 203 3,032 39 0-0 0 2,681 333 122 1.00 122 122 Bath 8 Suite 420 5,400 70 0-0 0 5,189 881 236 1.00 236 236 2/Bath 2 System 2 Totals 1267 20,754 270 14,815 3,337 674 674 674 Main Trunk Size: 12x12 in. System#2 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.513 82°/x/18% 14,815 3,337 18,152 Recommended: 1.603 77%/23% 14,815 4,425 19,240 1 I 1 I I Thursday,August 12,1999 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION: �_ _ _ ,.LOCATION INFORMATION Permit Number: 18949 Address: 2028 BEACH AVENUE Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):69A Block: Section: 3 Square Feet: Subdivision: NO. ATLANTIC BCH Est. Value: 225,800.00 Parcel Number: Improv. Cost: 225,800.00 -_OWNER INFORMATION __ Date Issued: 10/11/1999 Name: LEE,WALLY & SHEILA Total Fees: 3,703.00 Address: 2028 BEACH AVENUE Amount Paid: 3,703.00 ATLANTIC BEACH Date Paid: 10/11/1999 Phone:_ (904)389-95.89 Work Desc NEW REST E CONSTR L a _ CONTRACTORS APPLICATION FEES_ CUSTOM HOMES BY BRYAN LENDRY,LTD PERMIT 1,287.00 WATER IMPACT FEE 700.00 SEWER IMPACT FEE 1,250.00 WATER METERITAP 85.00 RADON GAS-H.R.S. 9.97 RADON CAB 5% 0.53 CAPITAL ;MPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 9.44 SCI-iARGE/ATL SCH. 1.06 Inspections Re NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i operator; JLP+` Date; 18!t t Total ATLANTIC BEA CH, UILDING CITY OF ATLANTIC BEACH FLORIDA Approwdby APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: Ou-ck3c-f Iq l9q9 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. P /� Munson and Bryan Electric Co. •�G EC-00017.13 — - 14 23' ELECTRICAL FIRM: ER LE I Q'Lk P-t MPAe's yDqQ� NAME_..F-CLIC Yl PAZ4C, ADDRESS:_15?10x� JP�C�.�l- RFD BOX BLDG.SIZE QQA.A0)�- Q -F. Q 06 BETWEEN: senu ncjP P-d . i RES. ("1 APT, ( ) comm, ( 1 PUBLIC l 1 INDUS. ( 1 NEW (vrl- OLD ( 1 REW. ( 1 ADDITION ( ) TRAILER ( I TEMP. ("I SIGNS ( I S0. FT. SERVICE: NEW ( 1 INCREASE i 1 REPAIR ( I FEE CONDUCTOR SIZE -:0 Lo '__Dl_J AMPS COPPER ALUM. SWITCH OR BREAKER M J PH 3W ( ` V LT P Y EXIST,SERV,SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED I OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 31,100 AMPS. SNITCHES INCANDESCENT FLUORESCENT &M. V• FIXED 0.100 AMPS. OVLR APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0•l OVER MOTORS H.P. VOLTAGE PHS NO, l N.P. VOLTAGE PHS MISCELLANEOUS CITY OF AT LANTIC BEACH I MECHANICAL PERMIT I 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 f PERMIT INFORMATIOR LOCATION,INF.QRMAj-T QN Permit Number: 19536 Address: 2028 BEACH AVENUE Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):69A Block: Section:3 Square Feet: Subdivision: NO. ATLANTIC BCH Est. Value: 225,800.00 Parcel Number: Improv. Cost: OWNI=. I: - RIIIIATl01 `, Date Issued: 2/01/2000 Name: LEE, WALLY & SHEILA Total Fees: 69.00 Address: 2028 BEACH AVENUE Amount Paid: 69.00 ATLANTIC BEACH Date Paid: 2/01/2000 Phone: 904)389-9589 Work Desc: INSTALL CENTRAL HEAT AND AIR . r, CONTRA► R,S, , OCEAN STATE HEAT&AIR PERMIT 69.00 __� __ r ctiohs Ft uid1 - ROUGH MECHANICAL FINAL NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. VA.Rt 14 01 ATLANTIC BEACIi BUILDIN PT. CHE1,KS 1493 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH AMANrIC WRActl. rIORIDA eaale APPLICATION FOR MECHANICAL PERMIT --CAi i+NUM©En-__ IMPORTANT — Applicant to complalo all items in sections I, 11, 111, and IV. I. O NQ�2-rMIcrE' LOCATION Slr•ef Addn++: �_ Of Imlerteclimq Slreel+: Ilelween And WILDING sub•dir OOR II. IDENTIFICATION -- To be completed by all applicants, In tnnnderer;on of pe,m;t rt;,,en for doin,r the work of described in 1110 above tletem•nl we hereby agree to perform said woil in •ccordnntm .;th the aneclvd plans and spec;P,caGont which are a p•rl hereof and in accordance with fhe City of JactfonvOle ordinance+ and standards of poed p,ect;ta I;tted ,,•rein. Hese al ►lecal 5T47 Vile- Contraeforl Ce,alroefer (►►toll C-C�t�vN Molter CK� Ct� Xyj Naw• •/ ^ _ hoprty Omer x.1_ & - Si %*Nre of Orme algnslYte el w A*Aorisod Aqe Arehlfect or Engineor IIB. CEN L INFOR AN --_., ► A. Trpe of b•alinq •I; IS OTNER CONSTRUCTION BEING OON 0 td (3•t/rte TNIS BUILDING OR SITE 1 gel--Q U ❑ NoNtal ❑ Central Utility IF YK/a GIVE NUM/�R Off' RUCTION Q 09 PERMIT C`�!2�� ❑ Of1w — Sp"ify IV. NBCRANICAl IIQUI11`141*0 10 t! INSTALLED NATURE OF WORK 1►roV44 carpi•,lief of cempeotah es bed of this "I � neeldenlial or ❑ Commercial ❑ Heal ❑ Space [I fl•c•eeodceefral O /Boer New Bullding A;t'Coo4,f;oaiwe: C] It"sm �Coatr•) !!!�//❑ Existing SVllding �O.tf Syefow: flfafert•I llticln•� L_7 Riplseement of existing system Ataetrwtaw capacity aQ� e.f,tn. fa Now Installation(No system ptwlously insialln(l) ❑ R•l.:q•.aKew Extension of add-on to exleting system 0 Ceol;" 1a.•e. capacity ❑ Other -- Specify ❑ Nry eprinkl•rt: NvntL•► el 1+•ode Q H•refer ❑ I.lat+iilt ❑ bulaler (nYN►f>sr) Q 9004" pv,mfe. THIS S+PACfE 10011 0►/'1C1 USE OMLY (avtnb•r) ' �) Q Ts Ad (nvrmb•►I fleft►sr11 ❑ LPG teethiaert►.. {srrtmbN) ❑ UAW" pewavts rase+ ❑ uu-q Permit Appn wrd Do1. O 041 -- Specify Permit Fee LIST ALL EQUIPMENT AIR COND1710NING AND REFRIGERAIION EQUIll URNT mumb*r Valta I>eeettpfkow Model Number 1"Nut"tttrer (T"W) A�t CC— e3 L 0MTce_&-- p TRA_NSM FTTAL DCCUMENT FOR JF.A DAT, E : C) inscect an: -our reccras acccrdi 7gly. C77Y C" a7-•=.,NT7C BEACH ;�JCS r' Pat Harrib From: Don Ford Sent: Wednesday, October 04, 2000 1:56 PM To: Pat Harris Subject: C.O. for 2028 Beach Ave. Pat, Would you please call Mrs. Sheila Lee @ 249-3077 and give her the date the C.O. was issued for 2028 Beach Ave. Don BUILDING, PLANNINGAND ZONING INSPECTION DEPART,-HENT CITY OFA TLANTIC BEACH, FLORIDA CER TIFIC4TE OF OCCUPANCY WORKSHEET Date Requested: C, Building Contractor: � a� Building Permit Number: /Sl ` -V S' Address : Le^-1 Description: 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 Lowest Floor Elevation: �� �l • � required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire Public Works '7-2G Planning � �0 &wilding r7 r(0,3 e {firo-n u 4 r-/ f, a u I L.; �`� /`4) J f``.� fi� ,'s P/k o /0 e- �- `� "e' en w/} !`��,, �� 4- f- a 6 z F AUG-26-1999 01:20P FROM: 247-5845 70:92858660 P:3/8 FLOODPLAIN DEVELOPMENT INFORMATION J� Location:: Lot OA '°��-t /`AVE A3r 95.OS r � Uta m- 3 c Type of Development: Si•�� + �'�'»{„°�-' Flood Zone: x Required Lowest Floor Elevation: *� - If building is located within a flood hazard zone, a survey must be made AFTER TBE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no cc 61iicatc of muupaucy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable r 2ions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the prop sed dev pent. Date 9 Applicant's Signature Department'Use: Required Lowest Floor Elevationy J As Built Lowest Floor Elevation A Survey Filed with Building Department Building Department Represen tive FAX CONF = Rl'�A'I'= ©N DATE OCT-4-2000 WED 03:31 PM NAME TEL. 247-5845 F NE 992499782 ES 0/1 RT TIME 10-04 03:30PM ELAPSED TIME 00'00" MODE ECM RESULTS NO ANSWER first page of recent document failed to send fully. . . O'8aLt03 �NOO OOOUL078 :lied 66881 :jegwnN iluuad i A11VYtld 31JN1S :uopeaylvselo ern 3Wbiid QOoM ;W4 udiarvisnoy H�tl38 311Nb'lltl 3fW3AVHOV3084OZ ££ZZSlj' H38BZ0Z 1ltl �es+rPPtl Y113HS 8 A1ltlM'33"I �au�xp V :6•!MOIIW hp,o� yin m uatpt¢woa hwwq&NNW W��.n I•a��0+o.ngm,.wF ww r ngwm u aeM ana�� . w,oa,ese p w,n+w w ua au:ppao w+o�OuWIMe w.wers 8 auw aor uwws w auewwN.ecu aw wiusname pa,vp nwwue�.nu f AONW(1000 90 31WJIdIli130 14Dtl38:iuN'V71Y ao a"n lib il�S.il�l� 1 1'db HLL HMLP I(l PN SUKVbYUPS - 2HbUbbW MU•db 2 W141 MAP SHOWING BOUNDARY EAST 95.08 FEET OF LOT 69A, A),c RIGHT ANGLES TO REACH AVENUE, AS NORTH ATLANTIC BEACH--UNIT N0.3--R � ' AS RFCORnCD IN PLAT BOOKI!, PACE 93. OF THE CURRENT pU8 CCRTIF1Cn T0: CUSTOM HOMES BY BRYAN LENDRY. LTD. / BAND OF AM£ STEWART TITLE GUARANTY CORPORATION / RICHARD y d F' SEMlNOI.E BEACH ROAD " `� �a (100' R/W) $r kk a x 50.00' --- � r� Lyr 1p0 „ 4. 0 ti �,�1 � '' 5'x•59 �� � p{VQ t iQ l a � .2,44 w I J d an n. n h t�. Tars ( 1 OD •° 3.2 ry COURTYARD lji O Op O rn 2 STORY �' �'• I n STUCCO RESIDENCE I I ANo TEP91 202$ -, - F. .E. 111.69) •� Ld 5 21' 2'x2' COL, .6 �. _ . ( r' fN�.C'yfjA vl. OHC. 8 8 7,2• STENS � 9.2•' '• Ilj�7� fp. •-° y�yr +�i •d:UNI:. . . . •. , flFNC:HMARK /�ti g9 RAILROAD SPIKE IN 10" WOOD POWER �JaZ• vENV�a`� RjWI F $19A0N ( Nt �NEOOPOLE AE.,765)ELE iATION 9 9 REFER r0 THE N.0,Y, DATUM 0 �r uu• w In a OQ-1M1tl-9. 7-17-(YXm nl CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 2028 BEACH AVENUE Owner: LEE, WALLY & SHEILA ATLANTIC BEACH, FL 32233 2028 BEACH AVENUE ATLANTIC BEACH Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 18949 Date: 8/07/2000 DON C. FORD, B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 2028 BEACH AVENUE Owner: LEE, WALLY & SHEILA ATLANTIC BEACH, FL 32233 2028 BEACH AVENUE ATLANTIC BEACH Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 18949 Date: 8/07/2000 DON C. FORD, .B.O. Post in a conspicuous space CITY OF r¢tla e& Ve4a - 57&%4& 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS it Please call me at 904-247-5826 if you have any questions. Sin , ATLANTIC BEACH BUILDING DEPARTMENT NOTICE TO: Water Department FROM: Building Department DATE: �� -------------------- Please ----------------Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Address ERU Number _ -------------------- ------------- ------------- --------------------------- _--_-_____---_--_-_- Sincerely, &IZ7 Pat Harris Building Department CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 2028 BEACH AVENUE Owner: LEE, WALLY& SHEILA ATLANTIC BEACH, FL 32233 2028 BEACH AVENUE ATLANTIC BEACH Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 18949 Date: 8/07/2000 ----- --------------------- — ;Dace DON C. FORD, B.K06. CITY OF ATLANTIC BEACH PERMIT CALCULATION SKEET Address 20 2 EA-cc t-t V L aatPd Sa_uare Footage :- C iq a_aae/Sher _ ;c $ �,e _ 7. 2- s car' - _/f(0,0 o TOTAL Bj ii:DING FEES ® n + = Fi i ina FeeFirenlaces td SIS Ste_ r 3JILDT^4C PERMIT F`".= WATER IMPACT FEE 1700-00 EWE*, T 1CT FEF. - E Q� CAPI'l-i iMPROVEMEId Q SEWER T-_' QQ RADON (HRS l C C '. =_ ci3� SECTION h PAVING - Q- FiYDRAULIC SHARES S -- CROSS CONNECTION S 35 ! 00 _ SURCHARGE . 00 G 0T,HEF. GRAND TOTAL DUE - 0,31 ADDITIONAL PERMITS OR FEES : Mechanical Plumbing_ Eiectric/New Electric/Temp ; SwimminaPool Septic Tank Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH FLxcure Unit Worksheet for Water Impact Fez FIXTURE UNITS ARE ESTABLISHED AS THE MEASURZuENT OF WATER DE.'AND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY wA7ER SYSTEM. THE WATER SUPPLY C.i RGE IS HEREBY FIXED AT T,IEVTY DCL'-AFS PER FIXTURE UNIT CONNECTED TO THE CIT; WATER SYSTE-M. 3 BATHStOQlf GROUP CONSISTING OF SERVICE Si*IK TR4? STAND WATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOWER STALL (b) 1? WATER CLOSET fQ WATER CIASEL, TAATX OPERATED (4) VALVE 0?ER;'"ED (8) V BA7TLJB/SHOWER (2) URINAL WALT. L.? (�) �SHGWF_j GROUP PER HE.SD (3) FLOOR ORA:N (1) �SHOWEX STALL DOMESTIC (2) _LAUNDRY T,-kY (_) 2 ( LAVATORY (1) Co!.�B7 ZA:IGN S..`{K A.'i^ _ -HASHING MACHINE (3) S_-NK (" 1 OISHWASkaR (2) � STASH SINK =AC:'. SE. CF T FAL'CEI'S (3) KITCHEN SINX (2) s DENTAL LAVATORY (L) Lx Sin WZTa WASTE -3 DE2•ITAL UNIT OR CUSPIDOR ( L) GRINDER (3) BII)Ei, (G) URINAL STALL, WASHOUT (�) FLIISHiJiG RIM SINK (8) CON.gI:taT_ON SINK AND TRAY wIT- FOOD DISPOS. (4) URINAL, MESTAL, SY?HON JET DRINKING FOUNTAZN (1/2) BLOWOUT (2) LAVATORY, nARBER/BEAUTY Z ICE MAKER SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS ('_) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 3 $20.00 EACH $ - M O O JOB IAFORMATION AC({ LL Book 9411 Pg 293 Permit No. Tax Folio No. 169701-000 NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF MVAL 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: 1. Description of Property (legal description of the property and street address if available): The East 100 feet of Lot 69ANORTH ATLANTIC BEACH UNIT 3 according to plat thereof as recorded in Plat Book 15, pg VJ or the current public records or DuvalCounty Florida 2. General description of improvement: CONSTRUCTION 3. Owner Information: (a)Name and address: WALTER M LEE III XXXX BEACH AVENUE,ATLANTIC BEACH,FLORIDA 32233 _ Phone: . 904-389-9589 Fax: 904-396-6693 (b)Interest in property: Fee Simple (c)Name and address of fee simple titleholder(if other than borrower): \� 4. Contractor(Name and address): _ BRYLEN HOMES,LTD. 3202 Sawgrass Village Cir Ponte Vedra Bch F1 3208: Phone: 904-285-8986 Fax: 904-285-8660 5. Surety: (a)Name and address: (b)Amount of Bond:$ 0�6. iff\ Lender(Name and address): NATIO SSBBANC MORTOAGECORPORATION 1201 MAIN STREET, 11TH FLOOR,DALLAS,MAS 75202 Phone: 214-743-9200 Fax: 7. Pelrgons within the State 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 and address: 8. In addition to himself, Owner designates NationsBanc Mortgage Corporation of 1201 MAIN STREET, 11TH FLOOR,DALLAS.TEXAS 75202 ATTN: Construction Lending Department to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a ifferent date is specified): qUG-26- 999 01:20P FROM: 247-5845 TO:92858660 P:2'8 PROPERTY DESCRIPTION Lot # WA , Block # , Section # 3 Subdivision:_ �� =t+ `�`� " '�� Beach �5uwIln and LOn a Ing Street Namedid S� rESCRIPT20N OF WORK or Address' (If in a FLOOD HAZARD Flood zonc:—K—_�—ea uumplete page 3) Brief Description Class of Work: New/ Remodel/Addition: ZONING INFORMATION Type of Construction: Zoning Proposed District: Use: 5i-AL%4SACA'",k) Estimated Value Exceptions +or Variance � Materials: 't'�G � Granted: Solid or Filled A, Ground: Sr. lf:)� Roof: Method of Heating: 4C T Ful�nk(> OWNER INFORMATION Property Owner: Phone: Mailing Address LC 4MA 64k,0 Zip- 'Z.Z CONTRACTOR X"02MTI0N Contractor: 4)-, � t Phone: Mailing Address: :i�zol C.It2_ {, Zip: 2.092, ,� ,,, Expiration STATE LICENSE NO: cBLo C��o4 Date: $-31- I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PRV'V15.LUN5 Ur' THE LAWS AND ORDINANCES UOVSRNINU 'i HIS TYPE ON' WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATION$, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature DATE fl%111 Contractor Signature DATE 3 Kw SWORN TO AND SUBSCRI >3Yems/GC.'YI ;l M THIS c DAY OF 19a P -r-- Z-'°' a..€ - P'��w 1 FfY SEAL Lynne GOffin PUBLIC " �' FLORIDA " 's`fion Expires 5-14-2000 NP, QQ634€64 PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: 201- f C� i�-tu A Li,__—�S OWNER: WNL(--( A- P 13 ti S I t A F [ 1. Determine Occupancy Classification of the structure. Select occupancy classification which most accurately fits the use of the Building. (Chapter 133) [✓]' 2. Determine actual physical properties of building. a. Determine building area each floor. (Area definition Chapter 132) b. Determine grade elevation for building. (Grade definition Chapter 132) [�]' C. Determine building height in feet above grade. (Height definition Chapter 132) [� d. Determine building height in stories. (Story definition Chapter 132) e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 62) f. Determine percent of exterior openings per floor. t d [✓f 3. Determine minimum Type of Construction necessary to accommodate proposed structure. .���i ,- (Chapter 66) [✓f a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table 8500) [�] b. Check allowable height and area increases permitted. (Chapter 65) 4. Check detailed Occupancy requirements. (Chapter 64) [ r] 5. Check detailed Construction requirements a. Fire Protection of Structural Members (Chapter B6 &Table 8600) b. Fire Protection Requirements (Chapter B7 and Table 8700) C. Means of Egress Requirements(Chapter B10) [ �} d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [�r j 6. Review design as related to standards. (Chapters B16-B26) h ] 7. Check other requirements as necessary. [�] a. Construction projecting into public property(chapter B32) [ ] b. Elevators and conveying systems (Chapter B30) ] C. Sprinklers, standpipes and alarm systems(Chapter 139) .�' d. Use of combustible materials on the interior(Chapter 138) e. Roofs and roof structures (Chapter B15) [ ] f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other d — - -� O/ CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: 1 `—` Don C. Ford, Building 6fficial don/sb.1 CITY OF ATLANTIC BEACH, FLORIDA ADProv*C by APPLICATION FOR ELECTRICAL PERMIT C_ TO THE CHIEF ELECTRICAL INSPECTOR: DATE; ObP.( �� 19qq 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 TH ELECTRICAL REGULA7EC-0001713 NS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. �Gy Munson and Bryan Electric Co. .1423 / ELECTRICAL FIRM: M ER I Cu-Svcs-t 4co--es rJ NAME 'C ADDRESS: AGAR fDe CLCk- CLUIe- • RFD-BOX- BLDG. FO BOXBLDG.SIZE BETWEEN: !�n(e �`��� • � I RES. ( "( APT. ( 1 COMM, t ) UBLIC ( 1 INDUS. ( ) NEW ( \!✓ OLD ( 1 REW. t 1 ADDITION ( ) TRAILER( 1 TEMP. ( ) SIGNS I ) SO. FT. SERVICE: NE ( "1 INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE 0 � AMPS COPPER ALUM. SWITCH OR BREAKER 3�MAMPS PH 3 W 12 VOLT QALU RACEWAY EXIST,SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE N0. SIZE NO. SIZE LIGHTING OUTLETS I CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN I TOTAL 0.30 Ampo. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT &M.V. FIXED 0.100 AMPS, OV[R 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. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS T0AA/CClIOA/C0C. ImincO RAA