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Permit 1483 Laurel Way (vault folder) f 1 _ 4 joBADDREss 1463 L-A u r-( lA)q TYPE woRK SF i2 PROPERIT OWNER TFJ'_F.movE CONMCTOR M. EPHONE Pmzmr- 'NumRmZ DAZE 10 -2-Ci l O Z .IIVSPEMONS. FOOnNG / O 2- SLOB v 1 z o2,- r 30 m BE" 1VA,ILIN G i- zz�(�3 FBA& NGiCOYER tTP - s LVSUI AITON 1 ,73 FINAL BUILDING CF.B FTCATE OF OCCUPANCY < ET,EM ICAL PERMIT# 1- ,2' z Cp liVSPELTIONS " ROUGE? FINAL I-, X2- 0 L4] Eye e-L v ;>cz-)Ee �a✓� LTe - � K o3 3 EC YAMCAL PERAM a j - Z-1�15 24, INSPECTIONS ROUGE' FINAL ITITPEC.TIONS ROUGEIUNDER,SLAB 0 ,oSo ,Z f 2 Z CaZ TOPOUT WA ? FINAL l I 2W=.. PREPARED 2/18/03, 8:42:24 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 2/18/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1483 LAUREL WAY SUBDIV: CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER PHONE PARCEL . APPL NUMBER: 02-00025026 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PMIT: BLDG 00 BDILDIN PBRNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 11/20/02 LJH BD FOOTING TIME: 08:00 11/20/02 AP 11 01 12/30/02 LJH BD SLAB TIME: 13:00 12/30/02 AP 17 01 1/17/03 LJH BD SHEATHING TIME: 13:00 1/18/03 DP WALL AND ROOF SHEATHING AND NAILING 17 02 1/21/03 LJH BD SHEATHING TIME: 17:00 1/21/03 DP 17 03 1/22/03 LJH BD SHEATHING TIME: 17:00 1/23/03 AP OVERRIDE TAKEN BY JSCHLUETER DATE: 01/22/03 TIME: 08:28:17 ROOF AND WALL SHEATHING AND EXTERIOR STRAPPING 13 01 2/12/03 LJH BD FRAMING TIME: 08:00 __________ ______ * OVERRIDE TAKEN BY SDUNHAM DATE: 02/12/03 TIME: 09:08:18 15 O1 2/18/03 LJ BD.INSULATION TIME: 08:00 MRRIDE TAKEN BY JSCHLUETER DATE: 02/18/03 TIME: 08:39:27 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 2/12/03, 9:20:16 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 2/12/03 ------------------------------------------------------------------------- ---------------------- ADDRESS . : 1483 LAUREL WAY SUBDIV: CONTRACTOR BESTCON, INC. PHONE : (904) 246-3747 OWNER PHONE PARCEL - APPL NUMBER: 02-00025026 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PBRNIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 11120/02 LJH BD FOOTING TIME: 08:00 11/20/02 AP 11 01 12/30/02 LJH BD SLAB TIME: 13:00 12/30/02 AP 17 01 1/17/03 LJH BD SHEATHING TIME: 13:00 1/18/03 DP WALL AND ROOF SHEATHING AND NAILING 17 02 1/21/03 LJHBD SHEATHING TIME: 17:00 1421403 DP 17 03 1/22/03 LJH BD SHEATHING TIME: 17:00 1/23/03 A * OVERRIDE TAKEN BY JSCHLUETER DATE: 01/22/03 TIME: 08:28:17 ROOF AND WALL SHEATHING AND EXTERIOR STRAPPING 13-- 01 2 12/03 LJH- BD_PRAMING TIME: 08:00 _ __ OVERRIDE TAKEN BY SDUNHAM DATE: 02/12/03 TIME: 09:08:18 -----------------------4---------------------------------------------------------------------- PmIT 9L9C40 ICA, "MIT w:EdiR UY34Al�iC �bECT&IC COMPANY (904)726-8144 REQUESTED IN DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------- ---------------------------------------------------------------------------- 22 01 2/12 03LJH EL ROUGH TIME: 08:00 ------------------------------------------------------------------------------------------------ PBRNIT: NBCB 01 NBC ICAL PBRNIT SUB: CHAPPELL HEATING & AIR (904)724-1344 REQUESTED INSP DESCRIPTION TYP/SQ COMPLETE RESULT RESULTS/COMMENTS 32 01 2/1 LJH , ME ROUGH TIME: 08:00 ------------------------------------------------------------------------------------------------ PBRNIT: PLBG 00 PLDNBIBG PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------- ---------------------------------------------------------------------------- 41 01 12/05/02 LJH PL UNDERSLAB TIME: 08:00 12/23/02 DP 772-0900 41 02 12/ /02 LJH PL UNDERSLAB TIME: 08:00 12/26 AP 43 01 2/12/03 LJ PL TOP OUT TIME: 08:00 ,<<Z-� ----- -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 12/30/02, 8:45:01 INSPECTION TICKET PAGE 3 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 12/30/02 ------------------------------------------------------------------------------------------------ ADDRESS . : 1483 LAUREL WAY SUBDIV: CONTRACTOR : BESTCON, INC. PHONE (904) 246-3747 OWNER PHONE PARCEL - APPL NUMBER: 02-00025026 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PWIi: BLDG 40 BOILDIX PRINIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 11/20/02 LJH BD F DOTING TIME: 08:00 11/20/02 AP 11 01 12/30/022 LJH -------------------------------------- COMMENTS AND NOTES -------------------------------------- a a u 9 r A R V i LL GO Q ✓ O N J r G 2 z aDU cy -E w ONZ t o 7 ICY. N +� aaa cP d 0 so 1 0 y o J E N 9 c E 7m u d m PREPARED 4/16/03, 16:40:58 INSPECTION TICKET PAGE 2 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 4/17/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1483 LAUREL WAY SUBDIV: CONTRACTOR : BESTCON, INC. PHONE (904) 246-3747 OWNER PHONE PARCEL - - - APPL NUMBER: 02-00025026 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ REQ-ftsviD INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 11/20/02 LJH BD FOOTING TIME: 08:00 11/20/02 AP 11 01 12/30/02 LJH BD SLAB TIME: 13:00 12/30/02 AP 17 01 1/17/03 LJH BD SHEATHING TIME: 13:00 1/18/03 DP WALL AND ROOF SHEATHING AND NAILING 17 02 1/21/03 LJH BD SHEATHING TIME: 17:00 1/21/03 DP 17 03 1/22/03 LJH BD SHEATHING TIME: 17:00 1/23/03 AP * OVERRIDE TAKEN BY JSCHLUETER DATE: 01/22/03 TIME: 08:28:17 ROOF AND WALL SHEATHING AND EXTERIOR STRAPPING 13 01 2/12/03 LJH BD FRAMING TIME: 08:00 --- 2/-18103 AP + OVERRIDE TAKEN BY SDUNHAM DATE: D2/12/D3 TIME: D9:Da:la 15 01 2/18/03 LJH BD INSULATION TIME: 08:00 2/19/03 AP OVERRIDE TAKEN BY JSCHLUETER DATE: 02/18/03 TIME: 08:39:27 16 O1 4)11/03 J a' ' � K s Bd;NLTER DATE: 04/16/03 TIME: 16:26:59 AM OR PM ------------------------------------------------------------------------------------------------ 4 irk SUB: DYNAMIC ELECTRIC COMPANY (904)726-8144 �� `R�$Q �TBD INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 22 01 2/12/03 LJH EL ROUGH TIME: 08:00 2/18/03 AP 24 01 4/04/03 LJH EL ECTRIC TEMP SERVICE TIME: 13:00 4/08/03 AP 23 01 4 17/ H ., -- -- -- -- ------------------- --------------------------------------- REQUBSTBD INSP —DESCRIPTION TYP/SQ COMPLETED RESULT RE ULTS/COMMENTS --------------------------------- -------------------------------------------------------------- 34 01 447 ----------$-�- --------------- --------------------------------------------------------------- z r ,�IT5 1 SUB: CHAPPELL HEATING & AIR (904)724-1344 RE' UES'fBD TNSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 32 01 2/12/03 LJH M ROUGH TIME: 08:00 2/18/03 AP 3401 _ __ ---- --------------------------------------------------------------- REQUESTED INSP DESCRIPTION TYP% COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ Of o \pN 4,!,°e 0 O E5� e Vie gay �� P�,. ��..� MPS�o�d•& G log- "\e e6 s P aCgs �° �oo9hPo�e �°�°� LX- G �F na 00 tr°ie eco.0A ra D\ G ocy G aagt5 � �oouo9 G �P`0`t F� FM�p,. 00 ,`o5gC Occ°Qa � Nang G G S�?age A fed F �,C�catie Ge G OaEe FtacPPo. P�SUCat`0n (Jes. r � . wSggct`on L \(,Sge ,REPARED 4/16/03, 16:40:58 INSPECTION TICKET PAGE 3 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 4/17/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1483 LAUREL WAY SUBDIV: CONTRACTOR : BESTCON, INC. PHONE : (904) 246-3747 OWNER PHONE PARCEL . - APPL NUMBER: 02-00025026 SINGLE FAMILY RESIDENCE - ---------------------------------------------------------------------------I------------------- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------------------r---- --------------------------------------------------- 12/23/02 DP 772-090 41 02 12/26/02 LJH PL UND RSLAB TIME: 08:00 12/26/02 AP 43 01 2/12/03 LJH PL T OUT TIME: 08:00 2/18/03 AP 45 01 4/17/03 H PL INAL �: 17:00 ---------- -- -- ------------------- COMMENTS AND NOTES -------------------------------------- b3:"�c RUCIP IC, INC. 3167-20.15-ST-JOHN*aLurr Flo JAcKwtmujL1FL 32246 Date: / o?003 1 �; Mr. Don Ford City of Atlantic Beach Inspection Department 800 Seminole Road, Atlantic Beach FL 32233 Don — We respectfully request that temporary power for the new BESTCON, Inc. home con- structed at the address listed below be turned on for a period of thirty (30) days for testing purposes. We will be responsible for anything that may occur due to the energizing of the service prior to the Certificate of Occupancy, and the approval and completion of the job. Yours truly, APPROVED CITY OF ATLANTIC BUILDING O Gary Perkins ? (� ru 2003 Dynamic Electric, Inc. Re: �_?/ 1" a Residence: f �%%4%, IEN L,enc•• Address: o�'Missi;i,• c o . Permit #: ocq — S �/� =*;�`� �° DD002737 •Q S V < d CITY OF Office of Building Official �� REQUEST FOR INSPECTION Date 1 �i � Permit No. 0.2, C) , L— Time A.M. Received P.M. IF— ck 1.t r "J Job Address Locality Owner'st. ��rE Name ✓✓✓��� Contractor BUILDING CONT CAL PLUMBING MECHANICAL Framing O Footih Wiri ❑ Rough ❑ Air Cond. & ❑Re Roofing ❑ Slaboe ❑ Top Out ❑ Heating Insulation ❑ Linte ❑ Sewer ❑ Fire Place ❑Pre Fab R INSPECTION Mon. Tues. Thurs.r� A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ CITY OF vL 4&4aa is hmt:4-4041" S4 5- TS Office of Building Official 111 REQUEST FOR INSPECTION Date _-1 — Permit No. �� k� Time A.M. Received . n � 4 If Job Address Loca Owner's Contractor > Name BUILDING CONCRETE L RlCAL PLUMBING MECHANICAL Framing ❑ Footing C7 Rough firing 0 Rough Cl Air Cond.8 G Re Roofing ❑ Slab G Temp Pole 0 Top Out D Heating Insulation ❑ Lintel D Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION -- M. Mon, Tues. Wed. Thurs. Friday PM. A.M. Inspection Made PM. Inspector Final Inspection Certificate of Occupancy El Date - r P.�LANr'C F— c') 0RIOa OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB AOORESS /n�n /'' / OATS g 3 6qu'(..� W / - q-0 t THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted JM,00,00 REINSPECT FEE It is unlawful for any Carpenter,Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have beery made,call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. PRBFARBD ` f/17/03, 8:44:59 INSPECTION TICKET PAGE 4 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 1/17/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1483 LAUREL WAY SUBDIV: CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER PHONE PARCEL . oCK#APPL NUMBER: 02-00025026 SINGLE FAMILY RESIDENCE ------------------------------------------------------------ --------- PUNIi: BLDG 00 BUILDING PWITREQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 10 01 11/20/02 LJH BD FOOTING TIME: 08:00 11/20/02 AP 11 01 12/30/02 LJH BD SLAB TIME: 13:00 12/30/02 AP 17 01 1/17/03 LJH BD SHEATHING TIME: 13:00 ------- WALL AND ROOF SHEATHING AND NAILING -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 1/22/03, 8:47:49 INSPECTION TICKET PAGE 3 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 1/22/03" ------------------------------------------------------------------------------------------------ ADDRESS . : 1483 LAUREL WAY SUBDIV: CONTRACTOR ; BESTCON, INC. PHONE (904) 246-3747 OWNER PHONE PARCEL . . APPL NUMBER: 02-00025026 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PMIT: BLDG 00 BUILDING PXRNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 11/20/02 LJH BD FOOTING TIME: 08:00 11/20/02 AP 11 01 12/30/02 LJH BD SLAB TIME: 13:00 12/30/02 AP 17 01 1/17/03 LJH BD SHEATHING TIME: 13;00 1/18/03 DP WALL AND ROOF SHEATHING AND NAILING 17 02 1/21/03 LJH BDS BATHING TIME: 17:00 1/21/03 DP 17 03 1/22/03 LyTH BD ATHING TIME: -17:00 --- --_m _� ___ * OVERRIDE TAKEN BY JSCHLUETER 01/22/03 TIME: 08:28:17' OO AND WALL SHEATHING AND E%TERIO& STRAPPING -------------------------------------- COMMENTS AND NOTES -------------------------------------- PR (02, 8:34:32 INSPECTION TICKET PAGE 2 CI., U. .,.". IC BEACH INSPECTOR: LARRY J HIGGINS DATE 12/05/02 ------------------------------------------------------------------------------------------------ ADDRESS . : 1483 LAUREL WAY SUBDIV: CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER PHONE PARCEL - - APPL NUMBER: 02-00025026 SINGLE FAMILY RESIDENCE -------------------------------------------------------------- -- -------------------- PUNIT: PLBG 00 PLUNBI1G PBY!!IT REQUESTED INSP DESCRIPTION ' '" TYP/SQ COMPLETED RESULT RB�DERSLAB TS/COMMENTS ��Z ------------------------------ -------------- ----- 41 01 12/05/02 LJH L TIME: :0'X 772-0900 /i/ -------------------------------------- COMMENTS AND NOTE - ----------------------------------- PREPARED 12/23/02, 15:28:12 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 12/26/02 ------------------------------------------------------------------------------------------------ ADDRESS . : 1483 LAUREL WAY SUBDIV: CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER PHONE ; PARCEL APPL NUMBER: 02-00025026 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PWIT: PLBG 00 PLUNBIE PBYNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------------- ------------------------------------------------------------ 41 01 12/05/02 LJH P UNDERSLAB TIME: 08:00 12/23/02 DP 72-0900 41 02 12/26/02 LJH PL UNDERSLAB TIME: 08:00 -------------------------------------- COMMENTS AND NOTES -------------------------------------- LAN r N F�0RIOQ` OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE !4'S3 L" zs��z- THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted l tr.il� 02 Fm' nnd6 u w Dill Q Pc_/ &r+ _aFill, _ 1A ftl4l MW— `Sk2i I.LCi e7(lact PC' 00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-6826, Building Depart- PLUMBING ment for an inspection. Field Inspectors EHEC are in the office from 8:00 a.m.to 5:00 BLDG p.m. Monday through Friday. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 4/18/03 Parcel Number . . . . . - - - Property Address . . . 1483 LAUREL VAY ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . RESIDENTIAL SINGLE FAMILY Owner . . . . . . . . . Contractor . . . . . . BESTCON, INC. 904 246-3747 Application number 02-00025026 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . TYPE VI Occupancy type . . . . Flood Zone . . . . . . ZONE X Approved . . . . . . . & ,,, Q - Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL BUILDING, PLANNINGAND ZONING INSPECTIONDEPARTMENT C1TY 0FATLANTIC BEACH, FLORIDA CER TIFIC4TE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor: -� Building Permit Number: 06 - Address : ��`� �tl ( Itr-t:� �.,'v (L" J-- +.ecal Descriction: 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 L I . Lowest Floor Elevation: r /0' ,3 required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DE2ARTMENT DATE NOTIFIED DATE APPROVED BY Fire Public Works �� 4/ Planni ng ! j71-0.3 Lj- J( ` B-wilding L�_LZ-03 L/ Apr•21 . 2003 11 :16AM BESTCON, Inc, No.4192 P. I FRUM :CLARSON & ASSOCIATES FAX NO. :904 396 2533 Apr. 21 2003 09:51AM P2 MAP SHOWING BOUNDARY SURVEY OF LOT 3 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECO RM IN PIAT WDIK 54, PANS 97 THROUGH 97A OF THF l:I1RRFNT PURI IC RFCOFMr OF 1TI1VA1 [:OI INTY, FI ORMA. Fens ISS`7' N. Ow. BEARING R&CRENCE: BEARING OM RIONT—OF—WAY HEREON IS T1R� �JAME AS SNOMN ON A90 NE71T1 PLAT. ElEVATR7NS OWN THUa� 10.30 REFER TO NATIONAL gE00ET10 VERTICAL DATUM. 4E:RTIFIED TO• SHIRLEY LE£ WELLS FARCO HOME MORTCACE, INC. OLD REPUSLIC NATIONAL TITLE, INSURANCE COMPANY DEBORAH W. TAYLOR, ATTORNEY AT LAW, P.A. TQt 1 1 as ( SECTION "H" - ATLANTIC BEACH PLAT BOOK 18, PAGE, 34 is L O T 1BLOCK 252 Sol.i 1 q 'i 1 q i LOT 3 55.00' _. t5 UldJtr 8AZ4LMCN7—> 7.S718' tp' PRIVATE ORAINAtMG tAStMFNI - +� 1 1 •S' LOT 3 1 ,.,,t • 1'� i .i'. >.i..l.l � -CONCQErE WALE[ . 10 1 �— : 1 7.1 i IQ� IN 1 � �.' I C/) : 10 I I �. e1 i I 2 STORY FRAME 1 DWELLING 1111483 f 1 i 1w i F N `, E EAVES EL (10.m) [ 4z oz 1 7.1 -w/oo uMMS V S gas, 1- 0 v t 1 P R •_I 1p I •=t.•• i (�I m • KAL). $ ; Ip) I ' i 100 1 ,,.4' (A 1 0 0.i 1 I(,.. r7 . 9w ILF 6As , 1 E7s6 N01611 1•i �• /�/'� •uNta.G lG 1•NJ 55a 00/ WM"NYBRANT LAUREL WAY (50" RIGHT Of WAY) FINAL 9—AVER: 4-17-2003 NOTE: OUND ALL IRONS �TIFY THAT TMS SURVEY.PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE LtGtNU: IiMRiVN STANDARDS FOR LAND SVRVFYQRS IN ACCOROANCE VRTH CHAR,TAR BiC17-6, FLORIDA MA"CAL "CAL CODE (PURSUANT TO SECTION 472.027. FLORA STATUTES). AMD QUI,—wii CERTIFY THAT 1 IrF= T )HkR£ARE NO Vises ENCROACHMENTS UPON THE "JECT PROPERTY D%CEPt�/lS S(IOwN_ oR.L(£TtlRnN W01tj r.,e Lar aWVr1TD"KMW4—E-3 To UE*MTNIN FLOOD CLAROOWAND ASSMAIMSIL-INC, IR, i+z•C'tF11¢1N TOIILt AS 9CAIM FROM TIIE FLOOD"9MVICE RATE 1643 NALBD,1Vk„�AC!(?RltAll„TL, 32207 6 _�ppFF MA7lr,.CQ.MIUNI1l'PAN[i ,, M7y—0001D,OATEA —tS—TDB. P.T. P1)H1T OFC1R1YE SURVEYED NQYEMSE72 TD, 2002 � T a astc SCALE: 1' — ?o' n4ftA ROPY REMFDRM COMIGIM E max—li PRIVACY FOXE FIELD BOOK 697 PAGE 57 IARF A HILI, .IR wihlt R.._..._j r._. .. 6, ,, nn,u 5T0 FAM LC0DPLA2 DP'VELOP?.9= lNF'O d.A-' QN Location:: 1 sur Type of Development: Flood Zone: x Required Lowest Floor Elevation: 5 If building is located within a flood hazard zorm, a survey must be made AFTER THE SLAB ILLS 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 certificate of occupancy will be issued until the survey is on file with the Building Department. CONDAEN'TS: Applicant Acknowledgment: I understand that the issi,�ce 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 requked. I agree to comply with all applicable provisions of Ordh3mce No. 25-7-11 and all other laws.or ordinances affecting the propos PmeinL Date ��o 02/ Applicant's Signature G✓ Departm=Use: / Required Lowest Floor Elevation . S As Built Lowest Floor Elevation /G• 3 S Survey Filed with Boding Department Building D �=== lepres 'Ofti ntic ch tCU5TOMERaRECEIPT a*** Opera` CKOMOREK Type: OC Drawer: 1 Date: 4/07/03 01 Receipt no: 48116 Descr_p_3 n 25823 Qty Amount BP BUILDING PERMITS 1 $50.00 Tender detail CK CHECKS 1888 $50.00 Total tendered $50.00 Total payment $50.00 Trans date: 4/07/033 Time: 10:27:27 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025823 Date 4/07/03 Property Address . . . . . . 1483 LAUREL WAY Tenant nbr, name . . . . . . IRRIGATION Application description . . . PLUMBING ONLY Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BESTCON, INC. 1484 LAUREL WAY ATLANTIC BEACH FL 32233 (904) 246-3747 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. r, 1; BUILDING OFFICIAL CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: - � � — TEL. c��/ -3 7(- 7 PLUMBING CONTRACTOR: 6 CONTRACTOR'S ADDRESS: /YI,tD! legoC gam' l STATE LICENSE NUMBER: -A- -- �S� 7 TEL.,_�3;�cp SO' HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER , WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: X $7.00 +$35.00= MINIMUM PERMIT FEE: $35.00 SIGNATURE OF OWNER: SIGNATURE 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. x CITY OF ATLANTIC BEACH i 800 SEMINOLE ROAD -r ATLANTIC BEACH,FLORIDA 32233 V INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025026 Date 1/21/03 Property Address . . . . . . 1483 LAUREL WAY Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 169224 Owner Contractor ------------------------ ------------------------ BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246-3747 ------ Structure Information NEW SFR ----- Construction Type . . . . . TYPE VI ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . DYNAMIC ELECTRIC COMPANY Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 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 WHICIj ARE PART OF THIS SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF i TLANTIC BEACH, FLORIDA a sbr A►►LICA ION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:— i IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GI EN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING. WE HEREBY AGREE TO PERFORM SAID WO 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. CC ILEMIMLFIRM ELECTRICIAN _URE JQURNIEYPiM NAME IkDDRESS: ��S 3 C ��`�` -� ^RFD 807( BLDG.SIZE BETWEEN: / RES.Ute! AFT.1 ! COMM.( PUBLIC I I INDUS.( ! NEW OLD( I REW.1 ADDITION 1 1 TRAILER I` ! TEW.( ! SIGNS I I r ___SO.FT. SERVICE: NEW Iet INCRE E( ! REPAIR( 1 FEE CONDUCTOR SIZE Y�o - AMPS � COPPER t ALUM. IIIINVITCH OR SIR AKE o10� AMPS PH V LT RACEWl11 - -- 1XIST.SERV.SIZE AMPS PH W VOLTRACEWAY FEEDSRS NO. SIZE N . SIZE NO, SIZE LIGHTING OUTLETS CON4 EALED OPEN TOTAL _ RECEPTACLES CONCEALED OPEN TOTAL S W ITCH ICs INCANDESCENT FLUORESCENT At M.V. FIX90 o•tion AUri: ovsN APPL1ANCKS BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR THER MOTORS AMPSCELL HEAT: KW-HEAT 0.1 � OVER MOTORS M.P. VOLTAGE PHS NO. I M.P. VOLTAGE PHS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO, I XVA NO. KVA NO,NEON TRANSF. NO. V NtA. MOTOR SIZE SWITCH FLAffiHE EACH SKIN FORWARDED S TOTAL FEES I City of Atlantic Beach *** CM RECEIPT *** k4w. 1 81 RWOBiptno: 28442 homigtion oty An of 7 2W2 258x16 r WILDING PERMITS 1 $198.84 Teeter detail C[ cow 1178 $198.44 To Ul t oared $198.84 Total peyaent $188.84 Tram date: 1/71/83 Tire: 18:23:84 'r t City of Atlantic Beach "t CUSTM EA RECEIPT tin Oper: CKOKOREK Type: OC Driver: i Date: 12123!82 01 Receipt no: 22184 Deacr121 o 2502G Qty Aaount � BP 2BUILDING PERMITS 1 535.80 2882 24535 BP BUILDING PERMITS 1 $35.88 2882 24781 BP BUILDING PERMITS 1 535.E Tender detail CK CHECKS M $185.8® Total tendered $105.88 Total payment $105.00 Trans date: 12/23/82 Time: 15:18:21 1q� uVe V� S C e C— City��o��f��A��tlantic Beach tww t31ST�1ER RECEIPT tw* Oper: DSKITH Type: OC Drayer: 1 Date: 1/21/83 81 Receipt no: 28874 Description Gtr Iaount BP Z882 2593 BUILDI1i PERMITS 1 987.88 Tender detail CK CJiM 1771 $87.88 Total $87.0 Total pt yyseaendest at $87.88 Trans date: 1/21/43 Tive: 14:11:24 f CITY OF ATLANTIC BEACH S} 800 SEMINOLE ROAD -; ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025026 Date 1/21/03 Property Address . . . . . . 1483 LAUREL WAY Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 169224 Owner Contractor ------------------------ ------------------------ BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246-3747 ------ Structure Information NEW SFR ----- Construction Type . . . . . TYPE VI ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc INSTALL NEW HVAC Sub Contractor CHAPPELL HEATING & AIR Permit Fee . . . . 87 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 87 . 00 87 . 00 .00 . 00 Plan Check Total . 00 .00 . 00 . 00 Grand Total 87 . 00 87 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PEMIT�0 SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW, G' AIIII nym .OFFICIAL BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. I. Street Address: LOCATION OF Intersecting Str :]Between And BUILDING I Sub-division 14 W C r II. INDENTIFICATION—To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical /✓ Contractors n p p Contractor Print (,, c Master tr �rJO 7i Name of Property ,j, i Owner J(-o d Signature of Owner e7 Signature of Or Authorized Agent Architect or Engineer II1. GENERAL INFORMATION A. Ty of heating fuel: B. Electric IS OTHER CONSTRUCTION BEIUG DONE ON THIS O Gas: _LP _Natural _Central Utility BUILDING OR SITE? V Qom_ ❑ Oil ❑ Other—Specify IF YES,GIVE NUMBER OF CO STRUCTION PERMIT tZ (O IV. MECHANICAL EQUIPMENT TO BE NATURE OF WORK INSTALLED Residential or _ Commercial New Building (Provide complete list of components o3oback of this form) ❑ Existing Building E7 Heat _Space _Recessed eCentral _Floor ❑/ Replacement of existing system O Air Conditioning: Room Central Q New Installation o ❑ Duct System: Material hi kness O Extension or add-ono system ist ng system Installed) Maximum capacity 00 cfm O Other- Specify ❑ Refiigeration ❑ Cooling tower: Capacity gpm O Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY O Elevator: _ Manlift_Escalator (Number) O Gasoline pumps (Number) (Received) O Tanks (Number) ❑ LPG containers (Number) Remarks O Unfired pressure vessel Permit Approved by Date O Boilers O Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving Tons Agency �D o�L �4A • s u c. HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BTU Agency TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency yS, CITY OF ATLANTIC BEACH -� 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 .y INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025026 Date 1/16/03 Property Address . . . . . . 1483 LAUREL WAY Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 169224 Owner Contractor ------------------------ ------------------------ BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246-3747 ------ Structure Information NEW SFR ----- Construction Type . . . . . TYPE VI ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 55 . 00 55 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW, BUILD NG OFFICIAL BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. I. 1 Street Address: L+iW2 LOCATION OF Intersecting Streets:Between LZA4 40 Acr d (.q.[C.twh" BUILDING Sub-division lmkipor4 P II. INDENTIFICATION—To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical ww __ Contractors Contractor(Print) Master LQ Name of Property Owner �' L'�T C-0 Signature of Owner Signature of Or Authorized A eat Architect or Engineer III. GENERAL INFORMATION A. .Type of heating fuel: B. (al Electric IS OTHER CONSTRUCTION BEING DONE ON THIS IL Gas: SLP Natural _Central Utility BUILDING OR SITE?_�_ Cl Oil O Other—Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT Z IV. MECHANICAL EQUIPMENT TO BE NATURE OF WORK 6 Residential or Commercial INSTALLED a Now Building (Provide complete list of components on back of this form) ❑ Existing Building ❑ Heat _Space _Recessed _Central _Floor p Replacement of existing system O Air Conditioning: Room Central C16 New Installation(No system previously installed) Cl Duct System: Material Thickness p Extension or add-on to existing system Maximum capacity cfin O Other.Specify O Refrigeration O Cooling tower. Capacity sDm O Fire sprinklers: Number of heads THIS SPACE FOR 0FFICX USE ONLY O Elevator: _ Manlift_„Escalator (Number) O Gasoline pumps (Number) (Received) Q Tanks (Number) Remarks 5i LPG containers 1 (Number) O Unfired pressure vessel Permit Approved by Date O Boilers Other—Specify -- — Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving Tons Agency HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving T enc TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions ontained Manufacturer No. Agency I 2 S'O Q City of Atlantic Beach ttom�► Cz Type: OC Drawer: 1 1116M 01 Receipt no: 27564 Description Oty Amt 2W2 25M V MLDIDG POETS 1 sm.00 TWAW detail CA CASI M►00 Total taldarw M." Tt'B1Depayreat $66$15:0 Tries date: 1/16/63 Tine: 13:20:27 City_STai_i#.lantic Beech NSCM *41* Oar: =71 Type: OG Drawr: 1 Ms: 121MM Id Newpt aa: 166ft b"Wi_ptios 25Moty Ivoaat r WILDING pIMM 1 $154.06 Tood r detail a cow Tow tai w"m Mo $154.0 Tavel payment $154.0 Trace date: 12/MI02 Tice: 12:41:19 r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 03t Application Number . . . . . 02-00025026 Date 12/04/02 Property Address . . . . . . 1483 LAUREL WAY Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 169224 Owner Contractor ------------------------ ------------------------ BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246-3747 ------ Structure Information NEW SFR ----- Construction Type . . . . . TYPE VI ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 154 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 154 . 00 154 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 154 . 00 154 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 4 BUILDING OFFICIAL CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: T4. PLUMBING CONTRACTOR: _ -s [DJ�)/j, CONTRACTOR'S ADDRESS: J�U '�4 322110 STATE LICENSE NUMBER: TEL. HOW MANY OF THE OL nG FIXTURES RE-PIPED OeNN � / SINKS _.L -SHOWERS LAVATORY / WATER HEATERS BATH TUBS / DISHWASHERS URINALS DISPOSALS CLOSETS / WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER _WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES:_,/. X$7.00 +$35.00= MINIMUM PERMIT FEE: $35.00 SIGNATURE OF OWNER: SIGNATURE 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. City of Atlantic Beach *** CUSTOMER RECEIPT *** Oper: CHERYLE Type: OC Drawer: 1 Date: 10/29/02 01 Receipt no: 7899 Description Qty Amount 2002 25026 BP BUILDING PERMITS 1 $3228.29 Tender detail CK CHECKS 2293 53228.29 Total tendered $3228.29 Total payment $3228.29 Trans date: 10/29/02 Time: 12:35:29 CITY OF ATLANTIC BEACH S. 800 SEMINOLE ROAD j � ATLANTIC BEACH FLORIDA 32233 x INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025026 Date 10/29/02 Property Address . . . . . . 1483 LAUREL WAY Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 169224 Owner,. Contractor ------------------------ ------------------------ BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246-3747 ------ Structure Information NEW SFR ----- Construction Type . . . . . TYPE VI ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc Permit Fee . . . . 685 . 00 Plan Check Fee 335 . 00 Issue Date . . . . Valuation . . . . 169224 -------------------------------------------------------------------------- Other Fees . . . . . . CITY RADON SURCHARGE . 52 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 11 . 52 AB CONSTRUCTION SURCHARGE 1 .28 STATE RADON SURCHARGE 9 . 97 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 490 . 00 WATER CONNECT METER 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 685 . 00 685 . 00 . 00 . 00 Plan Check Total 335 . 00 335 . 00 . 00 . 00 Other Fee Total 2208 . 29 2208 . 29 . 00 . 00 Grand Total 3228 . 29 3228 . 29 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ,Q), ( - q�7-K, BUILDING OFFICIAL ECET :. OCT 1 6 2002 BY; City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 - http://wwwlci.aUantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS,MOVING OR DEMOLITION) qq`` i ii DATE I (� l� (p 1 JOB ADDRESS �`fI3'3 1,d(JrC I WQ t( APPLICANT _ S'nn . -,Tjor-, �/ ADDRESS Q440 �t,l, rh RIrIL.wgUj PHONE: o246 311 LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER ZONING DISTRICT CONTRACTOR U 11 / ! I (�10 S c�STATE LICENSE NUMBER C��2 0 3 3 ADDRESS,� 200 50(A BMC /) �(Jli PHONE q �_L�7�7 CITYUct.�p'1V! f r° Ch STATE zlP FAX _ qCP DESCRIBE PROPOSED USE AND WORK TO BE DONEYu 41A)p PRESENT USE OF LAND OR BUILDING(S) N ONe VALUATION OF PROPOSED CONSTRUCTION l oa�Q 4t • 00 Is this an addition? If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? ew electri or increase in service? New plumbing fixtures? New fireplace? — New heating heating/air conditioning? Is approval or Homeowner's Association or other private entity required?A)O If yes,please subp it with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATE ? tl'N' O. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6118/02 F STEP 3. Pleasd submit Energy Code Forms,Notice of Commencement,Owner/ConttuctorAffmdavit if owner is contractor,and four(4)complete sets of construction plans to the Building De#artment,which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT FORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER W DATE• /b �6 0.�, I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND. CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) " NAME 16 rem L&c4 MAILINGADDRESS � r(-�► ��� rL uMf ��1(�Di1 U► 11 e (� % � a PHONE o�CjCo '3_7`f'7 FAX a q(a -1 tQ(0 E-MAIL (SLI rrAi Q IACo n 0 ory oc. • on-) SWORN AND `SUBSC IIpIN �9RE ME THIS /(001 DAY OF l/l k f (`� A?rr� i STATE OF FLQI�ID �, F> � _VAL Cj `% NOTARY'S SIGNATURE z• %c n.*= AS TO OWNFi DD092737 :y :p•. Personally known 9 o 0 ❑ Produced identification X °tided 9`1 Type of identification produced z�Z/CSTASE��`��,, AS TO CONTRACTOP011111110 [5 ersonally known ❑ Produced identification Type of identification produced 6/18/02 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address l S/ 3 .4 y to F– N 0 W S F12— .Date— 2.Date /0 2 P –0 '2-- Heated -p2Heated Square Footage 0100 _@$ per sq ft= $ Garage/Shed @$ per sq ft= $ J Carport/Porch �� @$ per sq ft= $ Deck per sq ft= $ VAS Patio rl @$ per sq ft= $ TOTAL VALUATION: $ (o 21X _ $ Total V uation 1 S` $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: X-2 + %= Filing Fee $ _ FLOOD ZONE: _X_ (1)Fireplaces @ $15.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ WATER IMPACT FEE $ q90 SEWER IMPACT FEE $ y 5-6 WATER METER/TAP $ CAPITAL IMPROVEMENT$ 3 z SEWER TAP $ C (;/04 RADON Ii50050 $ SECTION H PAVING HYDRAULIC SHARES $ G — CROSS CONNECTION $ STP SG 4 SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ WATER IMPACT FEE WORK SHEET ADDRESS:_ I_i¢vt2E L 0 DRAINAGE FIXTURE UNIT FIXTURE TYPEVALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 2— Bathroom -Bathroom group.consisting.ofwater closet, lavatory., bidet, and bathtub or shower 6 Z-- 12— Bathtub 2— Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory_ 1 Dishwashing machine, domestic 2 .2— Drinkingfountain c4 H ✓1 F_n-- 1/2 Floor drains '2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or Z dishwasher 2 Laundry tray (1 or 2.compartments) 2 Lavatory 1 2 �" Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink(circular or multiple) each set of faucets 2 Water closet, flushometer tank, pubtic or private 4 / Water closet, private installation 4 l Water closet,public installation 6 TOTAL NUMBER OF UNITS = a Y J i MULTIPLIED x 20 TOTALS �'D IR. Energy Code Information: 1. Is the current energy code form completed properly and signed; RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS correct climate zone and correct jurisdiction? (FBC 13-600) No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? ea No N/A (FBC 13-602.I.ABC.1.1) PLANS EXAMINER: �n N p/Z DATE: ��-LS L 4. Is the"R"value for added insulation on exterior walls shown? No N/A 5. Is the"R"value for ceilings shown? (FBC 13-604.LABC.1) No N/A 6. Is the"R"value for raised floors shown? (FBC 13-605) ea- f N N/A OWNER: LAS Ci S 1" )OB ADDRESS:HY S I�/�(efe ���// 7. Are Energy Credits Claimed? Yea o A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yes No N/A CONTRACTOR: b (� r PHONE NUMBER: B. White Roof Credit (FBC 13-607.I.A,5) Yes No N/A C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes No (CIRCLE) I. Survey: IV Foundation Plan: 1. Is a specific purpose survey submitted? No N/A 1, Are all footings shown,including interior hearing walls, 2. Is correct Flood Zone shown? �c No N/A Column pads and concentrated loads? No NIA 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? No N/A in an"A"or"V"zone? Yes No 3. Are all elevation changes in slab shown? No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No / 4. is minimum concrete PSI shown? No N/A 5. Is property in a flood way? Yes No S. Is slab reinforcement shown? No NIA 6. Is flood way line shown? Yes No A. Wire mesh size and gauge? No NIA B. Fibermesh reinforcement? No 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) No "IJ/A II. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) No N/A 1. Are plana sealed by architect or engineer( No N/A g, Is type of soil treatment for termites shown?(FBC 1816) ea. No NIA A. Are structural calculations submitted? No NIA 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) es No NIA Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yea No NIA 3. Is exposure category shown? (FBC 1606.L8) No N/A 10. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 1606? No NIA (FBC 1805.1) Yes No NIA S. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? No N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: _ Shown per FBC 1606.2.57 t No NIA 1. Is finished grade shown? Ygg, No NIA 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? No N/A stories and allowable area? No NIA A. Minimum 8"above adjacent grade? No N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? No N/A for structural elements? No H(A C. Base flood elevation? es, No N/A 9. Are plans designed per SSTD 10-99? -7'es No �N/ 3. Is minimum footing depth beneath finished grade shown? a No NIA A. Are all appropriate charts and tables shown? Yes No (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No 4. Are all footing sizes shown? cs No NIA 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? No N/A Construction in High Wind Areas'"? Yes No ]VIA 6. Is vertical reinforcement shown? No NIA A. Are all appropriate charts and tables shown? Yes No `NPA 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes NoWIA A. is exterior wall finish shown? Yes No UA 11. Are plans designed per"WPPC Guide to Wood Construction in /, B. Is interior furring shown? Yes No MIA High Wind Areas? Yea No /A`",` C. Is exterior wall insulation shown? Yes No (��N/�A�� A. Are all appropriate charts and tables shown? Yea No N/A . i D. Is exterior wall finish shown? Yes No B. Are all appropriate requirements circled or highlighted? Yes No NIA 12. Are plans designed per"AF&PA Wood Frame Construction g. A.WWood Freme ConsWctionIe stud size,spacing,grade and lumber species shown? No NIA Manual for One-and Two-Family Dwellings,High Wind Edition'? Yea No A1/A B. Is exterior sheathing(type and thickness)shown? No NIA A. Are all appropriate charts and tables shown? Yea No /'N/A ,' C. Are nailing requirements(size and spacing)shown? f"Ireas>No N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A,w' (FBC Table 2306.1) ' ••'` D. Is exterior wall finish shown? No N/A 15. Does bedroom open directly into garage? YesNo N/A E. Is interior wall finish shown? ea No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? No N/A grade shown? (FBC 23042.5) NoNIA G. Are shear wail segments shown? No N/A 17. Is Designer's name and address shown on plans? Y No NIA A. Type of hold-downs shown? No N/A 18. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 12022) No N/A and FBC 1012.1.5? to No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? No NIA 19. Are habitable rooms shown with the minimum light and ventilation 11. Is ceiling type shown,drywall thickness? No N/A requirements of FBC 1203.1? es No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? No N/A wind load requirements for components and cladding per FBC 1606? No N/A B. Are conventional frame rafters used? Yes No 21. Does floor plan show freplaceT No NIA 1. Rafter size shown? Yes No /A 22. Are stair details shown? No N/A 2. Species of lumber shown? Yea No N/A A. Is minimum stair width shown? (FBC Table 1004) No NIA if 3. Grade of lumber shown? Yes No NIA B. Are tread and riser sizes shown? (FBC 1007.3) Yes C. Type of roof sheeting shown? es No C. Do spiral stairways comply with FBC 1007.8,27 � No 1. Thickness of roof sheeting shown? No NIA D. Are required landing shown? (FBC 1007.4)? COY No N/A? 2. Grade of roof sheeting shown? No NIA E. Is required headroom clearance shown? (FBC 1007.4) Yes No 3. Nailing pattern of roof sheeting shown? Yes No cv,;) 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes No D. Weight of Dry-In felt shown? No NIA 24. If required,are tenant separations shown? Yes No N/A E. Type of roof cover shown? dR No N/A A. Duplex (FBC Table-704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) No NIA 25. Are all columns and beams shown for porches and lanais? Yea No 2. Attachment of the roof shown? Yes No �a A. Are column type,size and anchorage shown? Yes NoTN/A (FBC t507.3.7) B. Are beam type,size,span and anchorage shown? Yes No 3. Other roof covering and attachments shown? Yes No 26. Are all lintel and beam details shown? Yes NoF. Length of roof overhang shown? - No 27. Are engineering details provided for butt glass? Yes No G. Type of soffit and fascia shown? No N/A H. Attic ventilation shown? No NIA I. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) iffoNo N/A 1. Are engineered truss plans provided showing loads,uplifts and J. Type and gone of eave metal shown? No k required connections? YSS No N/A �" ' 2. Are all headers,beams,girders and interior bearing walls shown? `/ es J No N/A 3. Framed roof. VT. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No ONIA application? `Zrr+b No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? No N/A species,grade of lumber,span and connections? Yes No 3. Are all door and window sizes shown? No N/A C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? a No NIA grade of lumber and connections? Yes No 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade - (FBC 2405.2) No N/A oflumber? Yes No 6. Are all vertical reinforcements shown? No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? es No N/A pattern? Yes No N/A 8. Are all hold-downs and hurricane anchorages shown? es No N/A 9. Is required attic access shown? esN/A 10. Are all plumbing fixtures shown? No NIA VEIL, Floor Framing. 11. Are all electrical fixtures shown? No N/A 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? No NIA uplifts and connections? No NIA A. Is air handler and condensor location shown? es No N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? No N/A grade of lumber and connections? Y No NIA 13. Are all smoke detectors shown? (FBC 9052) es No NIA 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the fust habitable floor level nailing pattern? Y No N/A Have a 29"net clear door opening and handicap accessible �y� route? (FBC II-11) Z No N/A OWNER:Rainey Lot 3 Hidden Paradise SPECIFICATIONS DATE: 10/16/02 BUILDER: BESTCON,INC CONSTRUCTION JOB ADDRESS: Lot 3 Hidden Paradise 1483 Laurel Way All Items may not apply.(Mark those either"In Allowance," "Owner Choice,"Not Applicable"N/A,"None.) 1.FOUNDATION: FOOTING-Concrete Mix or PSI:2,500 �A7Slump:NA Width: 20" Depth: 10" Reinforcing:#5 Number: 2 Spacing:N/A Dowels:N/A Spacing:N/A Keyway:N/A FROST FOOTING-Concrete Mix or PSI:N/A Slump:N/A Width:N/A Depth:N/A Reinforcing:N/A Number:N/A Spacing:N/A Dowels:N/A Spacing:N/A Keyway:N/A FOUNDATION WALL-Material: Concrete Block If Concrete Block-Size:8"x 16" Concrete Mix or PSI:N/A Slump:N/A Width:N/A Beam Pocket Size:N/A Reinforcing:N/A Number:N/A Spacing:N/A N/A PIERS-Concrete Mix or PSI:N/A Slump:N/A Diameter N/A Depth:N/A Spacing:N/A N/A Reinforcing:N/A Number:N/A Spacing:N/A PILINGS-Material:N/A Size:N/ASpacing:N/A Depth:N/A N/A FIREPLACE PAD-Concrete Mix or PSI:N/A Slump:N/A Width:N/A Length:N/A Depth:N/A N/A Reinforcing:N/A Number:N/A Spacing:N/A FOUNDATION WINDOWS:N/A Size:N/A FOUNDATION DOORS:N/A Size:N/A CRAWL SPACE-Ground Cover:N/A TVents.N/A Access:N/A Drain:N/A DRAIN TILE-Material/Size:N/A Material over Tile:N/A FOUNDATION WATERPROOFING:N/A Vapor Barrier:N/A Foundation Insulation:N/A R-Value:N/A Found. Bolt/Size:N/A Spacing:N/A Termite Protection:2%Dursban GIRDERS-Material:N/A Size:N/A Span:N/A BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page I of 18 CRC-022365 1 OWNER:Rainey Lot 3 Hidden Paradise 11 COLUMNS-Material:N/A Size:N/A Spacing: N/A 2. FLAT CONCRE'T'E: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump:N/A Thickness:N/A Reinforcing:N/A Fill:N/A Vapor Barrier:N/A Finish&Curing Compound/Sealer:N/A HOUSE FLOOR-Concrete Mix or PSI:2500 Slump. 3" Thickness:4" Reinforcing:Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish&Curing Compound/Sealer: Steel smooth(no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness:4" Size:Varies Finish&Curing Compound/Sealer:Broom finish SIDEWALKS-Concrete Mix or PSI:2500 1 Slump: 3 Reinforcing:Fibermesh Fill: Sand Thickness:4" 7Z 3'wide Finish&Curing Compound/Sealer:Broom PATIOS-Concrete Mix or PSI: 2500 Slump. 3" Reinforcing: Fibermesh Fill: Sand Thickness:4" Size: 8'x 10' Finish&Curing Compound/Sealer:Broom DRIVEWAY-Concrete Mix or PSI:2500 Slump:3" Reinforcing: Fibermesh Fill: Sand Thickness:4" Size: 16' wide Finish&Curing Compound/Sealer:Broom IF REINFORCING REBAR-List Spacing: 2 -#5 at perimeter FOUNDATION BOLTS-Spacing: '/2"x 10"32"O.C. Location:At perimeter EXPANSION JOINTS-Type:None Location:N/A CONTROL JOINTS-Type: Scored Location: Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists; floor joists; sub flooring;plates; exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging;joist hangers; rough Beaming materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and soffit; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings;windows;exterior doors(excepting the garage door);ventilation materials;fiuring blocks on concrete walls;bracing;stiffbacks; backing blocks; nailing blocks; fiaming for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring;deck handrail and seating;deck stairjacks,treads and risers. BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 2 of 18 CRC-022365 OWNED:Rainey Lot 3 Hidden Paradise FraminS Materials: Sill Insulation: Foam Termite Shield:N/A Bridging Material:N/A Joist Hangers:N/A SubFloor Material:N/A Size:N/A Glue:N/A Underlayment Material:N/A Size:N/A Glue:N/A Wall Sheathing Material: 7/16"O.S.B Size:4'x8' Corner Brace Material:N/A Wall Siding Material:Concrete Impregnated Lap Siding Size: ''/z"x 8" Roof Sheathing Material:O.S.B. Size:7/16"x 4 x 8 Flitch Plate Material/Size:N/A Bolts:N/A Nails-Framing Members:Common or Galvanized(weather related) Siding:Galvanized Windows: 8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top&Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers,Windows&Doors #2 or Better SYP 2x10/12 N/A 6' Headers,Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 3 of 18 CRC-022365 OWNER:Rainey Lot 3 Hidden Paradise Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Stucco Garage Door Trim Vinyl wrapped 2x8 PT Window Trim SYP PT 3 %z" Door Trim SYP PT1—''/z" 31/29' Rake Board Vinyl Exterior Beams Varies Exterior Posts Varies Flashing Material:#26 galvanized steel Windows:Aluminum Doors:None Off Ridge Vents: Galvanized steel Soffit Vents:Vinyl Gable Vents:None 4. WINDOWS: Manufacturer/Style:KINCO MARK 50 Material:Aluminum Insulated Glass: 5/8" Screens:Fiberglass Storms:N/A Grilles:Muntins on all windows and sliding glass doors Shutters:N/A 5.ROOFING: Shingles Material:TAMKO Fiberglass Grade: 20 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4"galvanized Felt: 15# Size/Weight: 36"x 15# Nails: 1-1/4"galvanized Roof Edging: 6"pre-painted galvanized steel Step Shingle Flashing: 5"x 5"galvanized Chimney Flashing:N/A Chimney Counter Flashing:N/A Valley Flashing:26#x 18"galvanized Roof Fans/Vents: 6' steel off-ridge BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 4 of 18 CRC-022365 OWNER:Rainey Lot 3 Hidden Paradise 6.S'T'AIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1 st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54"x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7.EXTERIOR DOORS: (Including Storm Doors) Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal 3'-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage ROLL-LITE Model 110 16'x7' 2-1/2" ROLL-LITE Other: BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 5 of 18 CRC-022365 OWNER:Rainey Lot 3 Hidden Paradise 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek 1650 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft 1700 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer Style Size &/or Material Doors Generic Hardboard 6-Panel Varies r Generic Fingerjointed white pine WMP-256 2-1/4" Generic Masonite WMP-623 3-1/4" ng Ventilated steel Standard 12" w Stool Generic Finger jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 6 of 18 CRC-022365 OWNER:Rainey Lot 3 Hidden Paradise 10. IN'T'ERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No.of Coats Installation Walls Ceilings ALL WALLS Sheetrock %z" Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock/Popcorn Texture '/z"Ceiling Nailed 3 Finish-Walls: Smooth Finish-Ceilings:Popcorn Texture Other: 1 /2"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over "High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 7 of 18 CRC-022365 OWNER:Rainey Lot 3 Hidden Paradise 11. CABINETS,VANITIES, COUNTER'T'OPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE &/OR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Guest Bath Bath#1 Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Bath#2 Other: 12. MASONRY: MORTAR MIX:Type N FACE BRICK/STONE, Style/Number: $200/ 1000 Allowance Bond/Pattern:N/A Mortar Color:Off White Joint: Tooled Lintels: Steel—3/8"x 3 x 3 Brick Tie Spacing: 16"OC FIREPLACE BRICK/STONE, Style/Number:N/A Bond/Pattern:N/A Mortar Color:N/A Joint:N/A Lintels:N/A Brick Tie Spacing:N/A FIREPLACE FIREBOX:N/A Size:N/A Ash Dump:N/A Cleanout:N/A Flue Tile&Size:N/A Fireplace Lining Material:N/A Hearth Size:N/A Mantel: Glass Doors:N/A Combustion Air:N/A STUCCO MIX:Masonry Finish:Textured Thickness: 5/8" No. of Coats:3 Mortar Color/Painted:Per Color Sheet Metal Lath:w/felt Other: Stucco front&foundation only BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 8 of 18 CRC-022365 OWNER:Rainey Lot 3 Hidden Paradise 13. HEATING: Gas Furnaces shall have an AFUE of 80%or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name,Model, Size: Heating Brand Name,Model, Size: Heat Pump/Air Conditioner Brand Name,Model,Size: JANITROE C/U CPKE42, A/H A42-10 Evaporator Coil,Brand Name,Model,Size:N/A Thermostat,Make,Type: SECO Supply Ductwork Material:Fiberglass R-6 There will be NO dampers(except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material:Fiberglass R-6 Insulated returns:Flex-duct R-6 Area Number of Supplies Number of Return Air Other Basement N/A N/A First Floor 15 1 Second Floor N/A N/A Registers Brand Name, Style,&Number: CODY One-way throw- 15 Grilles Brand Name,Style,&Number: CODY Flue Material:N/A Size:N/A Humidifier Brand Name,&Model:N/A Electronic Air Cleaner Brand Name,&Model:N/A Baseboard Heat Brand Name,Model&Numbers:N/A Stove Vent:N/A Dryer Vent:4"metal Bath Vents:3"diameter aluminum Flue Cap:N/A Other: Bath vents in Hall Bath ONLY BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 9 of 18 CRC-022365 OWNER:Rainey Lot 3 Hidden Paradise 14.PLUMBING: Waste Disposal-Public:N/A Private:FL Water Services Disposal Field:N/A Water Supply-Public:N/A Private:FL Water Services Pressure Reducing Valve-Make&Model:N/A Gas Supply-Public:N/A Private:N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue 3/" House to Water Heater CPVC SCD40 Glue 3/" House to Bathrooms CPVC SCD40 Glue 3/"TO %" House to Kitchen Sink CPVC SCD40 Glue 3/"TO 1/2" House to Refrigerator CPVC SCD40 Glue 3/a"TO 1/2" House to Dishwasher CPVC SCD40 Glue 3/"TO '/z" House to Ice Maker N/A Other: BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 10 of 18 CRC-022365 OWNER:Rainey Lot 3 Hidden Paradise Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name,Model Number,etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING Elongated STERLING Elongated Toilet Seat Church Church Shower LASCO 3442 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D-2710LHP/H62/A62WH DELTA D- 1448LHP/H71/A72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A72WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A22WH 2521 LHP/H22/A22WH Lavatory BRIGGS 3002 BRIGGS 3002 Feature Tub OCOV-60 Location,Type&Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location,Type&Number of Water Stops/Shutoffs: @ all lavatories,sinks,&toilet. Main shutoff @ hose bib on front of house Location, Soft Water:N/A Other: BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 11 of 18 CRC-022365 OWNER:Rainey Lot 3 Hidden Paradise Fixture Description-Brand Name,Model Number,etc. Size/Other Kitchen Sink STERLING 3322 STAINLESS STEEL 33"x 22" Kit. Sink Faucet/Control DELTA 400 WHWF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81 V52DT 52 gallon electric Sump Pump Water Softener Other: 15.ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer&Size: 150 amp Square D -7 No.of 14/2 Circuits: 5 No.of 12/2 Circuits:3 No. of Power Circuits: 5 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material:PVC Brand Name-Switches: Levington Receptacles: Levington Cover Plates:Levington Maximum Number of Outlets per Circuit 14/2 with ground: 20 12/2 with ground: 8 BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 12 of 18 CRC-022365 OWNER: Rainey Lot 3 Hidden Paradise 220 Iii h Voltage Wiring Detail: Item Wire Breaker Size Individual Quantity Size Circuit Stove #8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA T.V. RG59 coaxial 3 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 13 of 18 CRC-022365 OWNER:Rainey Lot 3 Hidden Paradise 110 Voltage Wiring Detail: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 3 Single,Two 3-way 1 Reg,2 Recessed 7 Dinmg/Family 15 amp #14 CU 1 Single 1 5 Foyer 15 amp #14 CU 2 Single,One 3-way 1 0 Halls 15 amp #14 CU Four 3-way 4 2 Master Bath 15 amp #14 CU 4 Single 2 2 Guest Bath 15 amp #14 CU 2 Single 1 1 Bath#1 Bath#2 Master Bedroom 15 amp #14 CU 2 Single 1 7 Bedroom#2 15 amp #14 CU 1 Single 1 4 Bedroom#3 15 amp #14 CU 1 Single 1 4 Bedroom#4 15 amp #14 CU 1 Single 1 4 Closet#1 15 amp #14 CU 0 0 0 Closet#2 Closet#3 Closet#4 Clothes Washer 15 amp #14 CU Two 3-way 1 1 Garage 15 amp #14 CU 1 2 One(1)GFi BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 14 of 18 CRC-022365 OWNER:Rainey Lot 3 Hidden Paradise 110 Voltage Wiring Detail(continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 Cl I Garage(Outside) 15 amp #14 CU Storage Room Attic 1 Pull Chain Bath Fan 15 amp #14 CU 2 Garbage Disposal 20 amp #12/2 CU 1 Single Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU I Dishwasher 20 amp #12/2 CU I Ceiling Fan Prewire 15 amp #14/2 CU 2 Single Exterior Lighting—Back 15 amp #14/2 CU Two 3-way 1 Porch Exterior Lighting—Garage 15 amp #14/2 CU Two 3-way 1 Exterior Lighting—Front 15 amp #14/2 CU 1 Single 1 Weatherproof Recepts. 15 amp #14/2 CU 2 Smoke Detectors 15 amp #14/2 CU 5 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name&Model Number Wire Size Quantity Dining Room Progress 4032-30 1 Breakfast Nook Progress 4609-30 1 Foyer Recess with open trim 1 Rear Porch Progress 5590-31 1 Master Bedroom Closet Progress 3408-30 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls,Closet or Laundry Progress 3408-30 2 Garage 4'2 light wraparound 2 Kitchen 4' 2 light wraparound I Garage(front wall bracket) Progress 5815-31 1 Front Porch(O/H) Progress 5590-31 1 Kitchen Sink(O/H) Recess with open trim 2 BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 15 of 18 CRC-022365 OWNER:Rainey Lot 3 Hidden Paradise 16.PAINTING: PAINT,EXTERIOR: Sherwin Williams in owner's choice of color Number of Coats:2:N/A Siding:Lap Trim: StuccoNinyl Doors: Owner's Choice Windows:N/A Deck:N/A Garage Doors:To Match vinyl trim Caulking: Siliconized Acrylic PAINT,INTERIOR: Sherwin Williams 1901/1900 Walls of Finished Area: Sherwin Williams 1900/1901 Number of Coats: 2 Walls of Papered Area:N/A Number of Coats:N/A Ceilings: Popcorn texture Number of Coats:N/A Garage Walls: Sherwin Williams 1900/1901 Number of Coats: 2 Basements Walls:N/A Number of Coats:N/A Floors:N/A Number of Coats:N/A Ceilings:N/A —T—Number of Coats:N/A Paint and Number of Coats Interior Millwork: Sherwin Williams-coats Glamorous White 1900 Stain,Finish,and Number of Coats Interior Millwork:N/A Paint and Number of Coats Cabinets:N/A Stain and Number of Coats Cabinets:N/A 17.GUTTERS AND DOWNSPOUTS: NONE Material:N/A Gage or Weight:N/A Size:N/A Number of Downspouts:N/A Splash Blocks/Downspout Extensions:N/A Other: BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 16 of 18 CRC-022365 OWNER:Rainey Lot 3 Hidden Paradise 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To 7'-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To 7'-0"AFF Bath#2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thinset over underlayment I Walls: Thinset over 1 /2"MR Sheetrock Grout:Owners' Choice Other: 19. SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name&Model:Pre-wire ONLY Attic Fan Brand Name&Model:N/A Skylight Brand Name&Model:N/A Roof Ventilator Brand Name&Model:N/A Smoke Detectors Brand Name&Model: Firex 4418 w/battery backup Intercom Brand Name&Model:N/A Style&Number of Speaker Outlets:N/A Number of Telephone Outlets: 2 Number of Television Outlets: 3 Burglar Alarm Brand Name&Model: PRE-WIRE ONLY Other: BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 17 of 18 CRC-022365 OWNER:Rainey Lot 3 Hidden Paradise 20. LOT GRADING and LANDSCAPING: Lot will be final g2ded for proper drainage after or near com letion of the house. Square footage and type of sod:Fully sodded Number and species of plants: 20-3 gallon plants(species varies with availability) Yardage and type of mulch: 4 yds Cypress Other: 21. SURVEY:Final survey shall be given to Buyers at closing,showing all improvement locations. 22.ALLOWANCES: ITEM Manufacturer and INSTALLATION Model/Style DATE(Tentative) Wallpaper,Materials,&Labor N/A N/A Floor Coverings-Carpet Portico-Monte Carlo, N/A Fascination or Illumination Floor Coverings-Vinyl Armstrong-Prevail N/A Range MAYTAG CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hoodvent MAYTAG H 304RA N/A Disposal MAYTAG L20 N/A Garbage Compactor,Refrigerator N/A N/A Cabinets,Vanities,Countertops,Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors,Shower Doors,Bath Hardware,Medicine Cabinets Lee-Rowan&Omni N/A Landscaping: Shrubs, Seeding,Seed Bed Preparation,Fertilizing& See Above N/A Labor N/A N/A N/A N/A N/A N/A 23.PORCHES,DECKS, GREENHOUSE: N/A 24.MISCELLANEOUS:N/A BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 18 of 18 CRC-022365 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Lot 3 Hidden Paradise Builder: Bestcon Const Address: �%3 t 3 Hidden Paradise Permitting Office: City, State: LoLtt(fA i JOA.] 3�a3 3 Permit Number: Owner: �'IGtI�- ' C.. C0Lh Jurisdiction Number: Climate Zone: North "Rath eA--,,- 1. New construction or existing (� New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Centra]Unit Cap:42.0 kBtu/hr - 3. Number of units,if multi-family 1 _ SEER: 10.00 - 4. Number of Bedrooms 3 _ b.N/A _ 5. Is this a worst case? Yes _ - 6. Conditioned floor area(ft2) 2100 ft2 c. N/A - 7. Glass area&type a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 284.0 ft2 _ a. Electric Heat Pump Cap:42.0 kBtu/hr c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:6.80 d. Tint/other SHGC-double pane 0.0 ft2 b. N/A - 8. Floor types _ - a. Slab-On-Grade Edge Insulation R=0.0,177.0(p)ft _ c. N/A b. Raised Wood,Adjacent R=19.0, 139.0ft2 _ c. N/A 14. Hot water systems 9. Wall types _ a. LP Gas Cap:40.0 gallons - a. Frame,Wood,Exterior R=11.0,917.0 ft2 _ EF:0.54 b. Frame,Wood,Exterior R=11.0,519.0 ft2 _ b. N/A _ c. Frame,Wood,Adjacent R=11.0,237.0 ft2 _ _ 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, 1661.0 ft2 _ 15. HVAC credits 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=6.0,125.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) I Glass/Floor Area: 0.14 Total as-built points: 29353 PASS SS Total base points: 29776 r I hereby certify that the plans and specifications covered Review of the plans and zt;E sr by this calculation are in compliance with the Florida specifications covered by this9TF0 Energy Code. ` ( calculation indicates compliance PREPARED BY: rZC�� with the Florida Energy Code. Before construction is completed 114 a DATE: 9` J 0 JV Z-_. this building will be inspected for I hereby certify that this buildi as designed, is in compliance with Section 553.908 compliance Florida ergy Co Florida Statutes. °D w>r OWN /AGENT• �� BUILDING OFFICIAL: DATE: oZ� DATE: '�-- EnergyGauge®(Version: FLR1 PB v3.21) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 3 Hidden Paradise, , , 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 2100.0 20.04 7575.1 Double,Clear E 9.0 6.0 14.0 40.22 0.43 243.8 Double,Clear E 1.3 6.0 36.0 40.22 0.94 1356.3 Double,Clear N 1.3 6.0 9.0 19.22 0.95 165.0 Double,Clear N 1.3 6.0 16.0 19.22 0.95 293.3 Double,Clear N 1.3 6.0 36.0 19.22 0.95 660.0 Double, Clear W 1.3 6.0 36.0 36.99 0.94 1247.9 Double,Clear W 1.3 6.0 36.0 36.99 0.94 1247.9 Double,Clear W 1.3 6.0 20.0 36.99 0.94 693.3 Double,Clear E 1.3 6.0 30.0 40.22 0.94 1130.2 Double,Clear E 1.3 6.0 9.0 40.22 0.94 339.1 Double,Clear N 1.3 6.0 30.0 19.22 0.95 550.0 Double,Clear W 1.3 6.0 12.0 36.99 0.94 416.0 As-Built Total: 284.0 8342.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 237.0 0.70 165.9 Frame,Wood, Exterior 11.0 917.0 1.70 1558.9 Exterior 1436.0 1.70 2441.2 Frame,Wood, Exterior 11.0 519.0 1.70 882.3 Frame,Wood,Adjacent 11.0 237.0 0.70 165.9 Base Total: 1673.0 2607.1 As-Built Total: 1673.0 2607.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 41.0 6.10 250.1 Exterior 41.0 6.10 250.1 Adjacent Wood 19.0 2.40 45.6 Base Total: 60.0 295.7 As-Built Total: 60.0 295.7 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1637.0 1.73 2832.0 Under Attic 30.0 1661.0 1.73 X 1.00 2873.5 Base Total: 1637.0 2832.0 As-Built Total: 1661.0 2873.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 177.0(p) -37.0 -6549.0 Slab-On-Grade Edge Insulation 0.0 177.0(p -41.20 -7292.4 Raised 139.0 -3.99 -554.6 Raised Wood,Adjacent 19.0 139.0 0.40 55.6 Base Total: -7103.6 1 As-Built Total: 316.0 -7236.8 EnergyGauge@ DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details FADDRESS, Lot 3 Hidden Paradise, , , PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2100.0 10.21 21441.0 2100.0 10.21 21441.0 Summer Base Points: 27647.3 Summer As-Built Points: 28323.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 28323.3 1.000 (1.090 x 1.147 x 1.00) 0.341 1.000 12085.6 27647.3 0.4266 11794.3 28323.3 1.00 1.250 0.341 1.000 12085.6 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 3 Hidden Paradise, , , PERMIT#: BASE AS-BUILT FGLASSESditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2100.0 12.74 4815.7 Double,Clear E 9.0 6.0 14.0 9.09 1.39 176.9 Double,Clear E 1.3 6.0 36.0 9.09 1.03 336.2 Double,Clear N 1.3 6.0 9.0 14.30 1.00 128.9 Double, Clear N 1.3 6.0 16.0 14.30 1.00 229.2 Double,Clear N 1.3 6.0 36.0 14.30 1.00 515.7 Double,Clear W 1.3 6.0 36.0 10.77 1.02 394.1 Double,Clear W 1.3 6.0 36.0 10.77 1.02 394.1 Double,Clear W 1.3 6.0 20.0 10.77 1.02 218.9 Double,Clear E 1.3 6.0 30.0 9.09 1.03 280.1 Double,Clear E 1.3 6.0 9.0 9.09 1.03 84.0 Double, Clear N 1.3 6.0 30.0 14.30 1.00 429.8 Double,Clear W 1.3 6.0 12.0 10.77 1.02 131.4 As-Built Total: 284.0 3319.4 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 237.0 3.60 853.2 Frame,Wood, Exterior 11.0 917.0 3.70 3392.9 Exterior 1436.0 3.70 5313.2 Frame,Wood,Exterior 11.0 519.0 3.70 1920.3 Frame,Wood,Adjacent 11.0 237.0 3.60 853.2 Base Total: 1673.0 6166.4 As-Built Total: 1673.0 6166.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Wood 41.0 12.30 504.3 Exterior 41.0 12.30 504.3 Adjacent Wood 19.0 11.50 218.5 Base Total: 60.0 722.8 As-Built Total: 60.0 722.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1637.0 2.05 3355.8 Under Attic 30.0 1661.0 2.05 X 1.00 3405.0 Base Total: 1637.0 3355.8 As-Built Total: 1661.0 3405.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 177.0(p) 8.9 1575.3 Slab-On-Grade Edge Insulation 0.0 177.0(p 18.80 3327.6 Raised 139.0 0.96 133.4 Raised Wood,Adjacent 19.0 139.0 2.20 305.8 Base Total: 1708.7 1 As-Built Total: 316.0 3633.4 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 3 Hidden Paradise, , , PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2100.0 -0.59 -1239.0 2100.0 -0.59 -1239.0 Winter Base Points: 15530.5 Winter As-Built Points: 16008.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 16008.0 1.000 (1.069 x 1.169 x 1.00) 0.501 1.000 10031.7 15530.5 0.6274 9743.8 16008.0 1.00 1.250 0.501 1.000 10031.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot 3 Hidden Paradise, , , 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 3 2746.00 8238.0 40.0 0.54 3 1.00 2412.00 1.00 7236.0 As-Built Total: 7236.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 11794 9744 8238 29776 12086 10032 7236 29353 PASS OjTfIE ST4.�, 1,1,00 WE Cyt EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot 3 Hidden Paradise. . . PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION _ REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.ft._d_oor 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>118"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 regts 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(ust-be met or exceeded by all residences.) _ REQUIREMENTS CHECK COMPONENTS- SECTIOF 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 1612.1 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 dwater 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-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.21 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 81.9 The higher the score,the more efficient the home. Lot 3 Hidden Paradise, , , 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:42.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER: 10.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area(ft') 2100 ft' c. N/A 7. Glass area&type a. Clear-single pane 0.0 ft' - 13. Heating systems b. Clear-double pane 284.0 ftz a. Electric Heat Pump P Cap:42.0 kBtu/hr c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:6.80 _ d. Tint/other SHGC-double pane 0.0 Wb. N/A 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0, 177.0(p)ft _ c. N/A b. Raised Wood,Adjacent R=19.0, 139.0112 _ c. N/A 14. Hot water systems 9. Wall types - a. LP Gas Cap:40.0 gallons _ a. Frame,Wood,Exterior R=11.0,917.0 ft2 _ EF:0.54 _ b. Frame,Wood,Exterior R=11.0,519.0 ft2 _ b. N/A c. Frame,Wood,Adjacent R=11.0,237.0 ft2 _ 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, 1661.0 ft2 _ 15. HVAC credits _ b. N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 1. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 125.0 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) ZI3E ST in this home before final inspection. Otherwise, a new EPL Display Card will be completedy04 = Argot based on installed C eco pliant features. Builder Signature: Date: Address of New Home: J City/FL Zip ` *1`FC0 D WE'D *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 EnergyStar7mdesignation), your home may qualms for energy efficiency mortgage(EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version: FLR1 PB v3.21) DATE: 9/10/02 MANUAL "J" SUMMARY REPORT -------------- Prepared For: Prepared By: Bestcon Const R.B. Ellis Energy Design Systems Job Name: Lt 3 Hidden Paradise *********************************************************************** DESIGN CONDITIONS For Jacksonville OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 32 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor ($) 5 Latent Factor ($) 29 *********************************************************************** Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM ------ ------- ------- WHOLE HOUSE 39906 1330 33252 1385 ------- ------- ------- ------- HEATING COOLING DELTA T 40 DELTA T 23 NOTE: **Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements.*** PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 DATE: 9/10/02 MANUAL "J" DETAILED REPORT FOR WHOLE HOUSE Prepared For: Prepared By: Bestcon Const R.B. Ellis Energy Design Systems Job Name: Lt 3 Hidden Paradise ************************************************************************ EXPOSURE GLASS NORTH SOUTH EAST WEST NE/NW SE/SW HORZ TOTAL ------------------------------------------------------------------------ AREA 91 89 104 284 COOLING 2275 6586 7696 16557 HEATING 2912 2848 3328 9088 ------------------------------------------------------------------------ WALLS TOTAL ------------------------------------------------------------------------ AREA 1673 1673 COOLING 4183 4183 HEATING 6692 6692 ------------------------------------------------------------------------ DOORS TOTAL ------------------------------------------------------------------------ AREA 60 60 COOLING 792 792 HEATING 1242 1242 ------------------------------------------------------------------------ FLOOR AREA COOLING HEATING ------------------------------------------------------------------------ SLAB 177 6443 RAISED WOOD 139 125 306 ------------------------------------------------------------------------ CEILING AREA COOLING HEATING ------------------------------------------------------------------------ UNDER ATTIC 1661 2575 2492 SGL ASSEMBLY KNEE WALL ------------------------------------------------------------------------ MISCELLANEOUS COOLING LOADS --------------------------- People Sensible Load 1200 Latent Load 4001 Lights & Appl. Load 1200 Latent Safety Btuh 200 Ventilation Load Duct Heat Gain 2672 Infiltration Load 2492 Sensible Safety Btuh 1456 TOTAL SENSIBLE LOAD 33252 TOTAL LATENT LOAD 4201 Summer ACH 0.4 Temp. Swing Mult. 1.00 *** Total Cooling Load 41198 BTUH Or 3.43 Tons *** MISCELLANEOUS HEATING LOADS --------------------------- Infiltration Load 10493 Ventilation Load Duct Heat Loss 1313 Safety Btuh 1838 Winter ACH 0.8 *** Total Heating Load 39906 BTUH Or 3 . 33 Tons*** LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 ►o / 14 12002 Re: Wind Loading Requirements For Lot 3 Hid . Fa Akm, Alec' Fl. Dear Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 2001- FBC for three second gust wind speeds of 120 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 2001- FBC as long as sheets 7 -thru 9 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 the ceiling sheathing will provide adequate lateral resistance and will relieve the ceilingoists of any shear forces acting normal to their longitudinal axis, f) 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 through soil removal or soil report, then I shall be notified and possible footing design revisions may need to be Implemented prior to commencing footings work, Please let me know, if further help is needed. Sincerely Louis J. Gabriel, P.E. WIND FORCES STRUCTURAL ANALYSIS FOR !.oT 3 1419i1EA PARA91St• A'►LANllG OWN , FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1605 OF THE 2001- FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE:OCYo&K., 2002 d UC Doneet . e -::5 u bzk"t r a Li ve s , ALm e e- tic, s t;,1 e. Po Clue 5 truc tuYa L 4 tt %6%tc, FLDor -F4-6 pvvoor�, 9'0 '0 TYu Sle f 4 P1,3o r JY IA SJe.1 — ►�e�~ Framir . � 5,ee 1,gye[, , Ya.W i Y% "C"N a C uli tee;tuL4 raW i ria s /A b1Li O Yav:1E t0 5'tewv � ,• boLL� (� 8 0 . �•� Pe�e�rgt-;,, It < 5 �wr► v�J� Yom+ Forcer�e�t: — V v1 Le S i v►O C� l� �.eY�J;s c 1 #9 RocQ ov% at Gotxers hoo �,1 s heG��1 'i L � Cu• S w�,nn w i te- 'A�P P,:Ld (o o•c• a pAvA -pop qC5 ^Aw.V ,nw 5 L -ppo-( tS. VAIeSS 'wot7eJ pb�•e�r��se a reA C T-Ac" a Aia c P o(a zs,� 0 Y an Re LS Qe c ("-e toy- • _ r- ; _ P A � � f W )ATE: Sheet Z of g W V+A s ee : t 2 0 C 3 se C J us O S tf%A4LW&- LCJ +L" 60 M tt . I f`t Et t,,. CX oswre- Q 'fes / IM,�o�t�ce Factor, I = 1•o p W wU tovele- Ow 6s%s cs� 'fie / . F t3e S 4"w. S tfw'ttw(�a usri fv�r' t� (-act#- Iry tv v+ns�► FY"''�'%e o,r- tum �lIG" p"'"�` Fa,�� Q 51 oum 6t40,ew.,4 D 1 WIND-BORNE DEBRIS PROTECTION FASTENING SCDOLE FOR WOOD STRUCTURAL PANELS FASTENER FASTENER SPACING(In.)t. TYPE Pawl Spans 2 ft 2 h<Panel Span 4 It<Panel Span 6 ft<Panel Span c4ft <6ft <aft 2 1/2 86 Wood Scmw3 16 16 12 9 2 112#8 Wood Scmws3 16 16 16 12 Double-Headed Nails4 12 6 4 3 SI:I inch-25.4 mm I foot--305 mm Notes: 1. This table is based on a maximum wind speed of 130 mph(58.m1s)and man roof height of 33 feet(10 m)or less. 2. Fasteners shall be installed at opposing ends of the wood structural panel. 3. When screws are attached to masonry or masonrylstucco,they shall be attached using vibration-n sistant anchors having a minimum withdrawal capac- ity of 490 lb(2180 W). 4. Nails shall be.ltld common or 12d box double-headed nails. n C� O P GAS orc�', o ev% tY�Mc,. u pu�r �• IRAu F s1��, C Cov�O"hti,�� c� �� C�5•� PS� hUAW. u Wi'tLA(40 Q Fir a cT f IW-4'Av'h 00-St SP44CC ON (o o•L. CZ p C��y = 8z Ibs (95-4 lbs tic v�Ltf� per Nim w4 cciist-n stmAtA 'e \ e •i r `1 �' C �>3o)= CC �; U pts i t ATE. Sheet --i of CiN 0 w I Z-64 36Z per- t�24 Sbre L Aod- 01 VOL 0- e7ef f P10 V ik4b 10 ' C(.33) /5 - 53ZpRF .�. 1 r �st.c��t..ia�� w1 415 I&J4 Ute. (00 a-C- f1fa14J.&Ab vLI) } k(crw- Tems,,M r/z X136 P.)ott, ^ 0..5 Ap e �e sSer Or . O . z Ah �� OF V&kzv crrl E i ,'rm :_ 1600 Psi F� = 36000 P'•' A4 = o•2 wAQ_ ZQ6 ,. � 1�ll�r� .T`v,���•, 6-1 o r 1 -1-10 �lbs 4---- ��� E r�=t s W_ ►•+Xlf iAtiLk row 'Ste-IL A36 W" -V'3... a,rt-uJeJ —7 Fb luz,� -27...ks (srcr' 4;:6-1. tuaoJ)—' 400 s�.---) Fb _—((�q4�/ tz)�tr)C�/4�-1a.5�� = 545Psi - - }�LaQlrs�•)^ C9 oo)tl 33) = 532 P b► 19! 5-1 S Psi c-ti= F x�.f M�m�•tit- (c-Onj (0-7•5)(2/s)(5 5Xl.1i)=ga'16.�.1�Jc6 =M/s _�a 1'0.0026 AA _ =15299L(Z?ooa)(l 33 5 11 e a rr 11aC �h S 1wt O Y1 A 1n LtAu r to LtS 5 gd�p•r-• PrLLvwA tole T,,.c►v- w, 'IZ�� A3G --� Ft : 1-440 Idf (Sce above) (Alluu 4.lole S'Aev-, a-vt llz.'. + A16 bo 11.E = 350 9 Fes, A6 �SSCr o r 0-11 86 F� /; 6Lz.ie-.bic 5h6r= 350 CrSoo)(o•z.) = 19 57 Ibs V 0 y (o•12)(o-1)( 36,000) = 869 16s Sheet S of 4TE: 6) Pw&t4 stY,,Aa--.L , vs F6C - Z0v 1 crttO-(I'A� Pr Sale �►YQ,w� A s 0 U'0 t lis 3 Building,simple diaphragm:A building which complies 4 4 LONGITUDINAL with all of the following conditions: ? 1. enclosed building, 4E ' ` 2. mean roof height,h,less than or equal to 60 ft(18 m), 2 -gtlEwoR 4E U*M UM*j_ 3. mean roof height, h,does not exceed least horizon- ZONE tal dimension, ANROOFGLE 4. building has an approximately symmetrical cross �aD section, ZONE 1 LOil3PTtlDK 1 1.01 5. building has no expansion joints or structural sepa- rations within the building, 1ELONGRUpINAL< 1E 6. wind loads are transmitted through floor and roof diaphragms to the vertical lateral-force-resisting _ �2a systems, and 'MND DIRECTION 7. if the building has moment-resisting frames, roof RANGE slopes do not exceed 30%'0. FIGURE 1606.2b MAIN WIND FORCE LOADING DIAGRAM OOF EWARD ROOF LEEWARORCOF .. - .AL1 1_._L_f. .i 1 1 RI I.1_L1 VEqICAL' _ ZE'77777777777=7777777777777' In LR TRANSVERSE ELEVATION LONOffl1D6NAL ELEVATION FIGURE 1606.2a APPLICATION OF MAIN WIND FORCE RESISTING SYSTEM LOADS FOR SIMPLE DIAPHRAGM BUILDINGS TABLE'1606.2D ~ HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS Main Exposuro Roof Helght a C D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.0o 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 Note:All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. m Skew �,c� le �Cvy- W Ott- 4"w(e or sir ; ► irnrpnuonnunnnurueunuunnnnrunnrruunnuruorrrrrrrrnnrrrrrrrrrarrnmuruurruurrtntutrtrtritlnuttrrru"rntruntenr,rut,n,aounuwnnnmunnnunnnunnrnnnnnnnnonuuunnuaun,uonaun�, o, TABLE 1606.2A -� v MAIN WIND FORCE RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN m Exposure B r' m Horizontal loads= Vertical Loads(psf) Max.Horizontal Wall LoadsAl(psf) o, N Windward n End Zone Interior Zone End Zone Interior Zone Overhang Zone Wind Roof Velocity Load angle Windward Leeward Windward Leeward End Interior (mph) Direction (degrees) Wail Root$ Wall Roof$ Roof Root Roof Root Zone Zone IE 4E 1 4 90 Transverse 0-5 1 .8 -6.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 10.0 -7.5 7.2 -5.8 20 17.8 -4.7 11.9 -2.6 -15.4 -10.7 -10.7 -8.1 -21.6 -16.9 12.0 -10.1 8.8 -7.5 30 c an le S 45 14A 9.9 11.5 7.9 5.6 -8.8 4.8 •7.5 -5.1 1 -5.8 11.0 -8.1 9.1 -6.8 Longitudinal All angles 12.8 -6.7 8.5 -4.0 -15A -8.8 -10.7 -6.8 -21.6 -16.9 10.0 -7.5 7.2 -5.8 100 Transverse 0-5 15.9 -8.2 1 10.5 4.9 1 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 12.0 -9.3 8.8 -7.2 20 22.0 -5.8 14.6 -3.2 -19.1 -13.3 -13.3 -10.1 -26.7 -20.9 15.0 -12.5 10.8 -9.3 30 < an le S 45 17.8 12,2 14.2 9.8 6. -10.8 5.9 -9.3 -6.3 -7.2 13.0 -10.1 11.3 -8.4 Longitudinal All Angles 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 12.0 -9.3 8.8 -7.2 110 Transverse 0-5 19. -10.0 12.7 -5.9 -23.1 -13.1 -16. -10.1 -32.3 -25.3 15.0 -11.3 10.7 -8.7 20 26.6 -7.0 17.7 -3.9 -23.1 -16.0 -16.0 -12.2 -32.3 -25.3 18.0 -15.1 1 13.1 -11.3 30 < an le 5 45 21.6 14.8 17.2 11.8 8.3 -13.1 7.2 -11.3 •7.6 -8.7 16.0 -12.2 13.7 -10. Longitudinal All Angles 19.2 40.0 12.7 -5.9 -23.1 •13.1 -16.0 -10.1 -32.3 -25.3 15.0 -11.3 10.7 -8.7 120 Transverse 0-5 22.8 -11.9 15.1 -7.0 7.4 -15.6 -19.1 -12.1 -38.4 -30.1 17.0 -13.4 12.7 -10.3 20 31.6 -8.3 21.1 -4.6 -27.4 -19.1 -19.1 -14.5 -38.4 -30.1 22. -18.0 15.6 -13.4 30 < an le< 45 25.7 1 17.6 20.4 14.0 9.9 •15.6 8.6 -13.4 -9. -10.3 19.0 -14.5 16.2 -12.1 Longitudinal All Angles 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -38.4 -30.1 17.0 -13.4 12.7 -10.3 130 Transverse 0-5 26.8 -13.9 17.8 -8.2 -32.2 -18.3 -22.4 -14.2 -45.1 -35.3 20.0 -15.7 14.9 -12.1 20 37.1 -9.8 24.7 -5.4 -32.2 -22.4 -22.4 -17.0 -45.1 -35.3 25.0 -21.1 18.3 -15.7 30 < an le 45 30.1 20.6 24.0 1 16.5 11.6 1 -18.3 10.0 -15.7 -10.6 -12.1 22.0 -17.0 19.1 -14.2 Longitudinal All Angles 26.8 -13.9 17.8 -8.2 -32.2 -18.3 -22.4 -14.2 45.1 -35.3 20.0 -15.7 14.9 -12.1 140 Transverse 0-5 31.1 -16.1 20.6 -9.6 .37.3 -21.2 -26.0 -16.4 - .3 -40.9 24.0 -18.2 17.3 -14.0 .n 20 43.0 -11.4 28.7 -6. -37.3 -26.0 -26.0 -19.7--..-52.3 -40.9 29.0 -24.5 21.2 -18.2 r 30 c angle<_ 45 35.0 23.9 27.8 19.1 13.4 -21.2 11.7 -18.2 -12.3 -14.0 26.-0---.-19.7 22.1 -16.4 Longitudinal All Angles 31.1 -16.1 20.6 -9.6 -37.3 -21.2 -26.0 -16.4 -52.3 -40.9 24.0 -18.2 17.3 -14.0 d 150 Transverse 0.1 35.7 -18.5 23.7 -11. -42.9 -24.4 -29.8 -18.9 -60.0 -47.0 27.0 -20.9 19.9 -16.1 W 20 49 4 •13.0 32.9 -7.2 -4 .9 -29.8 -29.8 -2 .6 -60.0 -47.0 34.0 - 8.1 24.4 -20.9 r 30 < an le 5 40.1 7A 31.9 .0 15.4 -24.4 13.4 -20.9 -14.1 -16. 30.0 •22.6 25.4 -18.9 z Longitudinal All Angles 35.7 -16.5 23.7 -11.0 -42.9 •24.4 -29.8 -18.9 -60.0 -47.0 27.0 1.20.9 19.9 -16.1 AO For 5I: 1 ft2=0.0929 m2. 1 mph=0.447 m/s,1 degree of angle=0.01745 rad,l psf=47.88 N/m2. m Notes: t Pressures for roof angles from 5 to 20 degrees shall be interpolated from the table. 2 Pressures are the sum of the windward and leeward pressures and shall be applied to the windward elevation of the building in accordance with Figure 1606.2(c). W 3 If pressure is less than 0,use 0. 4 Pressures shall be applied in accordance with Figure 1606.2(b). 0 z )ATE: Sheet of y d .o Frc -t�b� i(�o�• 2A F$C—20 o I �wa ov &vof .� 1?•GQsF or kliQsF r D.T.M _ Sot 2 w oY- 56�J 'COO 5 ee PA'(,)Kt 5\.eeti Ny _ GEWRAL NOT —— SERVICE SIZE: 200 AMP ARC FAULT PROTECTION IN BEDROOMS ELECTRIC PANEL BOLD SAY WINDOW FOR GU55 BLOCK "myoma katdaRMA•c« Fbw- ------ , Cao lac nater h rteW L—Itkn u MASTER BDRM d wen DATH CLOSET u GARAGE I I ' \1 I I y Au BACKSAVEx FGT Z6 HALL 15A11i I I � I i O I I inuwzY L———— NOOK C — � i \ KITCI-EN DINING ss GREAT ROOM " SCREENED LL i LANAI-NO i VENRE55 GAS 9fi �\ KNEEWALL — " PORCH ENTRY 0 PEP LIVING AREA 1498 5a ft n.. U wr b)c- (unitless) (►b) �•., }()6b`Iv2 -17000 3� Ste, 1471 -3sS � -2 H,VA � OIS 3100 71Z �1tb6i 6 4 MA6 3°�� N I A 1 A 10 160 vow, mv { CALCULATIONS o_ w� {s n1 V&LS, OR THE EFOR TORY EARALL MOM wool FOF tt3 7kT 4 " L� Sheet of ate4��Z �A�r �'t••' Qto S - N� V Y o v. G 3 -tr C lb-sl FLS= ���' AiLZ MA5TER BORM •styes' BATH - aoser _ HALL ,o i mm- —.-D3 �� �EDiZ00M w , o i w ti � O o i i NOTICE OF COMMENCEMENT Building Permit No.__^ Tax Folio No. __ Hook 10644 Ph►g� 2167 STATE OF FLORIDA COUNTY OF Di/VAL Res not write in this plank area $1jA'71'1 I`' Reserved for recording purposes only). THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property. and in accordance with Chapter 713, Florida Statures, the following information is provided In this Notice of Commencement 1. Description of Property:(Legal description of the property and street address, if available). Lot 3,HIDDEN PARADISE,according to the plat thereof, as recorded in Plat Book 54,pages 97,97A and 978,of the current Public Records of Duval County,Florida. 2. General Description of Improvements ac P 45,798 Construction of'a single family residence. ��ee1 4k� Fil6 i RicordQd 3. Owner It formation: 09/04/e2W 10157:09 AM a. Name and address: JIM FULLER Bestcon,lnc. CLERK CIRCUIT COURT 2440 South Beach Parkway ROWTC�TY 1.00 Jacksonville,Florida 31150 1.0 00 CERCamloppTIFY f 1.00 b. Interest in property: RECORDING f 5.00 Fee simple. C. Name and address of lee simple titleholder(if other than owner): 4. Contractor: (name and address) \9• / Besteon,lnc. 2440 South Beach Parkway Jacksonville,Florida 32250 S. Surety; a. Name and address: b. Amount of bond$_-__... 6. Lender Information: a. Name and address: SunTrust Bank 100 .West Forsyth Stre,'t Jacksonville,FL 31202 b. Designated Contact:Darlene Riggs 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(()(a)7.,Florida Statutes- (Name and address) Lynn Verntilya SunTrust Bank, 200 West Forsyth Street Jacksonville,FL 32202 8. In addition to himself, Owner designate Darlene Riggs of SunTrust Bank, to receive a copy of the Lienor's Notice as provided In Section'13.13(a)(b). Florida Stahnes. 9. Expiration date of Notice of Commencement (the expiration date is One (1) Year from the date of recording unless a different date is specified). Other expiration date: December 20,2003 BES INC: P Nichols.Its President STATE OF FLORIDA COUNTY OF DUVAL FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Aug. 21 2002 01:15PM P2 MAP SHOWING PLOT PLAN OF LOT 3 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK $4, PAGES 97 THROUGH 976 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, hLVRIDA. FOR: SESTCON, INC. BEARING REFERENCE. SNAKING SHOWN ON RIGHT—OI` WAY LINE HEREON IS TFIF SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. SECTION "H" — ATLANTIC BEACH L 0 T PLAT BOOK 18, PAGE 34 L O T 3 01 '11 '11 "E 55.00 4"OAK 2a twoµ t` 10' PRIVATE DRAINAGE1 LAURn W (7.7) EASEMENT (,8•�� 1 e'LAUR� onK i5"LIVE OAK — 1-1 Fj W I I I I I ; I 20' BRL10 w 1 Z 1 1 6 a � PA-TIO 0 14.7 Ts, w O b 12.0' Mi a I IN y7.1� 1 N o 10 z .. X3.3 d I Ir" Z r N I 10' 10' I °' Iia• � d, N I r 1 T PROPOSED DWELLING 1 Iuj I m FIN FL EL (9$) b�N 1 I n " o I IL} 1 �I �' 0Z r- J 1 La O 4 l~r I �. 1 C��a .� z el$. 0 f''� D z J q 7.�' .7' F 1 1 La W I i Q a I Izq�10) ` 100 Iz I �5�20' SRL , — . .._.. a 1 1 I I GJ 11i"HEOKORY eIn N d ® 7`WA R OAK Ft -.r bAK 1 ( 12'WA�kH O•K 1 I 2"s�/c L1�1 'l n -gnTrW1AI k t V 0 1 •1 1 ' f ! �� Yy �S J 55 00' " PAGE 1 Date: 09/23/2002 MANNING BUILDING SUPPLY LOG #: B0732F • TRUSS DIVISION JOB # : JACKSONVILLE ,Salesman: JOHN FERGUSON Pitch: /12 `Customer: BESTCON HOMES Job Name: Address : 2440 South Beach Parkway Address : LOT 3 HIDDEN PARADISE Jacksonville Bch, FL. 32250 )esigner: LR ---------------- ---------------------------------------------------------------- Lef Right Ztyl Span l O.H. l O.H. i Description -------------------------------------------------------------------------------- „ 5 10' 11"8 0 ' 0 ' F1 2 18' 7" 0 ' 0 ' F2 3 16' 3" 8 0 ' 0 ' F3 1 16' 3" 8 0 ' 0 ' F4 3 16'4" 0 ' 0 ' F5 1 16'4" 0 ' 0 ' F6 3 16' 1" 0 ' 0 ' F8 2 15 ' 10" 0 ' 0 ' F9 1 6 ' 7"8 0 ' 0 ' KW1 1 7 ' 10" 0 ' 0 ' KW2 1 16 ' 1" 0 ' 0 ' KW3 ** Hardware Floor ** 19 I THA422 SY42 Hanger ' 1 R HGUS48 2-ply GPLam Hanger 1 W HGUS5 . 5/12* 3-ply GPLam Hanger ** Beams ** 1 10 ' 2/5 ' BM1 GPLAM 16" 1 8 ' 2/4 ' BM2 GPLAM 16" 1 8' 2/4 ' BM3 GPLAM 16" 3 32' BM4 GPLAM 16" ------------------------------------------------------------------------------- 23 - Trusses 21 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 0 - Jacks 6 - # of Beams 0 - # of Rim Board --------------------- 23 - Total Trusses 17'14 :-5'8" + 37' 3'48 1. DO NOT CUT OR ALTER TRUSSES, UNLESS BM4 APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS F TRUSSES WILL BE BUILT IN STRICT °D F F5 ACCORDANCE WITH THIS LAYOUT 3. NO BRCKCHARGES ALLOWED, UNLESS APPROVED LL LL ¢ IN WRITING BY TRUSS PLANT MANAGER N 4. APPROVED BY s m APPROVAL DATE: DEL. DATE o r ATTENTION * Fs BUILDER IS RESPONSIBLE TO INFORM ALL BM2 SUBCONTRACTORS AND FRAMERS NOT TO CUT, P E DRILL OR NOTCH SYS42 TRUSSES OR BEAMS. m F8f ONSIBLE FOR REPAIRS, REPLACEMENT COSTS &/OR ENGINEERING FEES. JOB: B0732F BESTCON LOC: LOT 3 HIDDEN PARADISE v' PLAN: MODIFIED HAWKINS PLAN m DESIGNER: LARRY RUCKEL m 16" DEEP SYS42 FLOOR TRUSSES 24" O.C. ,�-- 8 35'8" 8.4- -4 10' MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PH# 268-8225 I' 62• JAX. FLA. 32256 HARDWARE SCHEDULE REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A HUS 26 278 332 155 (14) 16d (6) 10d X 1.5• TRUSS B HUS 28 338 358 200 (22) 16d (8) 10d X 1.5 TRUSS C HGUS 28-2 624 781 265 (36) 16d (20) 10d X 1.5 2 PLY TRUSS D HGUS 28-3 624 781 265 (36) 16d (12) 16d X 1.5 3 PLY TRUSS E SUL/R 26 40 80 100 765 (6) 16d (6) 10 d X 1.5 TRUSS F SUL/R 210 133 166 125 (16) 16d (10) 10d X 1.5 TRUSS G LSSU 210 96 120 62 (10) 10d (7) 10d X 1.5 TRUSS H THJA 26 219C, 274 134 (16) 16d (5) 10d+(7)10d HIP JACK I THA 422 363 414 1.550 (22) 16d (6) 10d X 1.5 SYS 42 J SUR/L 410 186 233 127 (16) 16d (10) 16d SYS 42 K IUT 312 136 120 24 (14) 10d (2) 10d X 1.5 I-JOIST L IUT 312-2 185-. 2320 90 (16) 16 (6) 10d DBL I-JOIST M MIT 316 240 (12) 10d X 1.5 (2) 10d X 1.5 I-JOIST N I SURiL 310 1860 178 72 (14) 16d (6) 10d X 1.5 I-JOIST 0 SUPUL 314 239 179 96 (18) 16d (8) 10d X 1.5 I-JOIST P LSSUH 310 1385 105 99 (14) 16d (12)10d X 1.5 I-JOIST Q HU 11 2181 227 92 (22) 16d (6) 10d X 1.5 1 PLY LVL R HGUS 48 5472 684 583 (36) 16d (24) 16 d 2 PLY LVL S HGUS 412 9531 1133 478 (56) 16d (36)16 d 2 PLY LVL T HGUS 412 L 851 1064 875 (56) 16d (36) 16 d 2 PLY LVL U HGUS 412 R 10 875 (56) 16d (36) 16.d 2 PLY LVL V HUC 412 610 6801 310 (56) 16d (36) 16 A 2 PLY LVL W HGUS 5.25/12 953 1133 478 (56) 16d (36) 16 d 3 PLY LVL X HGUS 7.25112 953 9665 478 (56) 16d (36) 16 d 4 PLY LVL !" UL1 H16S N NA 164 (10) 10d (2) 10 d TRUSS UL.2 H16 NJ NA 16 (10) 10d (2) 10 d TRUSS UL3 H16-2 NA NA 160 (10) 10d (2) 10 d 2 PLY TRUSS ' ULA MTS 12 NA NA 10 (7)10d EA. SIDE NONE TRUSS U15 HTS 20 NA NAi 145((10)10d EA. SIDE NONE 2 PLY TRUSS UL6 MSTA 36 199 213 26) 10d TRUSS UL7 MGT N NA 420 (22) 10d PLUS UL8 UL8 P'HD 5 N4 NA 450f 14 SDS 1/4X3 ADD UL7 TBS 2-24 4) 10d X 1.5 TRUSS BRACING 12 BR1TE COM 1-3/8 TRUSS NAIL 3/4 X 023 BANDIN SNAP ON SEALS as MANNING BUILDING SUPPLIES Larry Ruckel 23 Sep 2002 9:11 am 11155 PHILLIPS PKWY DR E , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTSealn®Engineering Analysis 01996-2002 Georgia-Pacific Corporation Version: 3.3 Build: 3.3.0.0 Project : B0732FBM1.FBD Information : Mark# : BM1 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= 0360 TL = 0240 Composite Action : No 3.5", 565 psi 3.5", 565 psi 4'6"`6" LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 psf Roof.'Live=30 psf,Dead=17 psf. Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape QStart O_End @Start P_End Span# Starts Ends Additional Info 1 Uniform(plf) 110 0 100% 0 010" 46, z Uniform(plf) 430 274 125% 0 0'0" 46, Uniform(plf) 15 0 0 0 46, Self Weight "Dimensions measured from left end when span#is 0, otherwise,from left end of the specdied span. SUPPORTS(lbs) � z Max R'n 1248 1248 Min R'n 630 630 DL R'n 630 630 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 427 1 1.61 41 13300 125% 0.03 M(ft-lbs) 1404 1 2-3" 41 44445 125% 0.03 LtRn(lbs) 1248 0 0.0.. 41 6921 100% 0.18 See Note#5 RtRn(lbs) 1248 0 4'6" 41 6921 100% 0.18 See Note#5 LLDefl(in.) 0.00 1 2-3" 41 0.15 022349 TLDefI(in.) 0.00 1 2-3" 41 0.22 011061 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each and of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. fuu+ 6.This reaction Is based on the combination of loads b duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from Supports'section above. 0.Bearing length based on design material,support material capacity shall be verlBed(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. S.This engineered lumber product has been sized for residential use.A concentrated load check per the building code,must be performed for commercial uses. 9.Verify that load is applied at top or equally from both sides. 10.Nall piles together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Max0th reactions are based on the applicable load combinations outlined In the notes.Summation of max/min reactions for various DOL may not match total max(min reaction. 12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.For explanation of GROUP,change to expanded printout MANNING BUILDING SUPPLIES Larry Ruckel 23 Sep 2002 9:12 am 11155 PHILLIPS PKWY DR E , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTBeamO Engineering Analysis 01996-2002 Georgia-Pacific Corporation Version: 3.3 Build: 3.3.0.0 Project : B0732FBM2.FBD Information : Mark# : BM2 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5", 565 psi 3.5", 565 psi 4' 0"0" LOADS Project Design Loads:Floor.Live=40 psi,Dead=15 pst, Live+Dead WIT) Live Ld(L) LDF Location* # Shape QStart QEnd Start End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0'0" 4'0" 18'r's.c.- °"' Uniform(plf) 15 0 0 0 4'0" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 1051 1051 Min Wn 308 308 DL R'n 308 308 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span x Group Allow LDF Ratio V(lbs) 274 1 2-6- 21 10640 100% 0.03 M(ft4bs) 1051 1 2'0" 21 35556 100% 0.03 LtRn(lbs) 1051 0 0'0" 21 6921 100% 0.15 See Note#5 RtRn(lbs) 1051 0 4'0" 21 6921 100% 0.15 See Note#5 LLDefl(in.) 0.00 1 2'a' 21 0.13 1_/20390 TLDefl(in.) 0.00 1 2'0" 21 0.20 1_/14418 USE. GPLAM 2.0E 1.75x16.00"2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design SpecMcatlons for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each and of the member.Continuous lateral support required for compression " edge. 3.Loads have been Input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design vaNd for dry use only. 6.This reaction Is based on the combination of loads 6 duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max R'n from Supports'secdon above. 8.Bearing length based on design material;support material capacity shall be verlBed(by others). 7.When required by the building code,a registered design professional or building ofllc/a/should verify the Input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Verify that load is applied at top or equally from both sides. 10.Nag plies together with 18d nails @ 12"o1c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP change to expanded printout. MANNING BUILDING SUPPLIES Larry Ruckel 23 Sep 2002 9:15 am 11155 PHILLIPS PKWY DR E , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTBean7O Engineering Analysis©1996-2002 Georgia-Pacific Corporation Version: 3.3 Build: 3.3.0.0 Project : B0732FBM3.FBD Information Mark# : BM3 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL = L/240 Composite Action : No 3.5", 565 psi 3.5", 565 psi " LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 psf, Roof.'Live=30 psf,Dead=17 psf. Live+Dead Ld(T) Live Ld(L) LDF Location" # Shape @Start O-End @Start O-End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0.0.. 40.. 16'0"S.C.- 2 Concentrated(lbs) 1051 764 100% 0 1'Z. 3 Concentrated(lbs) 2336 1491 125% 0 1'Z. Uniform(plf) 15 0 0 0 40.. Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. op SUPPORTS(Ibs) 1 2 Max Wn 3308 1897 Min R'n 1071 599 DL R'n 1071 599 Min Brg(in.) 1.67 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span x Group Allow LDF Ratio V(Ibs) 1225 1 2'6" 71 13300 125% 0.09 M(ft4bs) 3550 1 1'Z. 71 44445 125% 0.08 LtRn(lbs) 3308 0 0'0" 71 6921 100% 0.48 See Note#5 RtRn(lbs) 1897 0 4'0" 71 6921 100% 0.27 See Note#5 LLDefl(in.) 0.01 1 2'0" 71 0.13 U7629 TLDefl(in) 0.01 1 7 0.. 71 0.20 U5170 USE. GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: nw 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verified by Georgia-PacMc Engineered Lumber Technical Services. 4.Design valid for dry use only. 6.This reaction Is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rhi from Supports'secdon above. 8.Bearing length based on design material,support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the Input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Verify that load is applied at top or equally from both sides. 10.Nall plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nall from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP,change to expanded printout MANNING BUILDING SUPPLIES Larry Ruckel 23 Sep 2002 9:22 am 11155 PHILLIPS PKWY DR E , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTBeam®Engineering Analysis 01996-2002 Georgia-Pacific Corporation Version: 3.3 Build: 3.3.0.0 Project : B0732FBM4.FBD Information : Mark# : BM4 Desc : Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 "* Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5" 565 psi 5.5" 565 psi 5.5" 565 psi 3.5", 750 psi LOADS Project Design Loads:Floor.Uve=40 psf,Dead=15 psf Roof:Live=30 psf,Dead=17 psf. Live+Dead Ld(T) Live Ld(L) LDF Location' #_ Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Partial(plf) 300 218 100% 0 0.01. 1110.. 2 Partial(plf) 566 412 100% 0 11.0.. 20'6" 3 Concentrated(lbs) 1229 894 100% 0 20'6' 4 Partial(plf) 815 593 100% 0 20'6' 28'6' 5 Concentrated(lbs) 3044 2214 100% 0 28-6" 6 Uniform(plf) 110 0 100% 0 0'0" 30'10" 7 Uniform(plf) 200 126 125% 0 010" 30'10" 8 Span Carried(psf) 47 30 125% 0 0.01. 30'10" 3'6"s.c.- Uniform(plf) 22 0 0 0 30'10" Self Weight "Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 3 4 Max R'n 3494 7990 15942 7460 Min R'n 1387 2770 5594 2583 DL R'n 1491 2774 5594 2664 Min Brg(in.) 1.50 3.00 5.37 1.89 (Based on bearing stress below) Brg Str(psi) 565 565 565 750 DESIGN Value Span x Group Allow LDF Ratio V(lbs) 7568 3 1'7" 25 15960 100% 0.47 M(ft-lbs) 18351 3 81o.. 22 53334 100% 0.34 LtRn(lbs) 3494 0 go.. 72 10382 100% 0.34 See Note#5 a RtRn(lbs) 7460 0 30'10" 72 13781 100% 0.54 See Note#5 IntRn(lbs) 15942 0 18'0" 75 16314 100% 0.98 See Note#5 LLDefl(in.) 0.12 3 6151. 72 0.43 U1244 TLDefl(in.) 0.19 3 6'S. 72 0.64 U811 USE. GPLAM 2.0E 1.76x16.00" 3 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been veriffed by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5.This reaction Is based on the combination of loads b duration factors that produces the highest stress ratio and may be less than maxlmum reaction. Therefore,when reaction values are required,use Max Rn from Supports'secdon above. 6.Bearing length based on design material;support material capacity shall be verH/ed(by others). 7.When required by the building code,a registered design professional or building official should verify the Input loads and product application. 8.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Verity that load is applied at top or equally from both sides. 10.Nall plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nall from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP,change to expanded printout. A Mp A (B0732F- - F1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 4-7-0 1 18 I 4-8-12 _I 5" Typ. 1.5X4(R) 3X5= 3X3= 3X3= 3X3= 3X3= 3X5= 1 4-0 1-0 1T 0 2X4111 3X5= 3X3- 1.5X4111 3X5= 2 X 4 III 1.5X4 III 3X3= 10-9-12 Over 2 Supports J R=595 R=582 W=3" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/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 R 151--434 INTE TUTE,RE 563 D' NOFRIO OR FER TO HIB-91 H' SUITE 200DLING ?AMADI SONLLING NDW1 AC 531191 PU60RSSAPETY PR ATPICTICES(TRUPR IDR SS ATO \�� . �R'PIF //� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED J•iL / I� T C D L 10.0 P S F DATE 0 9/2 3/0 2 STRUC TU0.AL PANELS, BOTTOM CHOftD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, `\\ • `tFIC�•-✓A�i� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED /G I'•• B C D L 5.0 P S F D R W HCUSR151 02266025 PRODUCTS, INC. SHALL NOT BE HESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO V BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BC LL 0.0 P S F HC-ENG M N M/W P F ALPINE BRACING SPECIFICOF TRUSSES. THIS DESIGN CONE OR MS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OF GN = No.22839 _ CONNECTORSI ARE MADE 20GAT ASTMM A653AGIC NR40RGALV.EST STEELP AP E0.EXCEPTI ASI NOTEpND TAPPLYACONNECTORS TD STATE OF TOT.LD. 55.0 P S F S E A N - 25611 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ,[ref\ DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '���"(•1 f'40R%V1'0*'V\; OUR.FAC. 1.00 FROM LR Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY ANO USE OF THIS / •��•c Haines City,FL 33844c`^ ANSI( "COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S @ �l•�`��\\\ P A C I N G 24.0LFIf- ° `ate of ation ' ' '995 SE "^" ' p p (B0732F- - F2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REOUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. " 8-4-12 18 J JS 8-6 _1 5" Typ. 1.5X4 III 3X3=- 5X7 X3=5X7= 3X5= 3X3= 3X3= 1.5X4111 3X3= 3X5= 5X7= T T T 1 4-0 1-4-0 1-4-0 8-1-1 2X4111 5X5= 4X4= 3X3= 3X3= 3X3= 3X3= 3X5= 5X5= 2X4111 fE 18-5-4 Over 2 Supports R=1014 R=1014 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/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 1 5 1--435 BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE ��1�����I�!!!/// INSTITUTE. 583 O'ONOFRIO CTIONS. SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO E R P.,c''/i, T C D L 10.0 P S F DATE 09/23/02 STRUPERFOCTURAL PANELS, OTTOMSCHORD ESHALOLHHAYESA PROPERLY DATTAC HEDOR DI GIDACEIL ING,LL AV PROPERLY ATTACHED `\`\\\ �mc— /Aw ' **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED `� C` F r�•Y_Y BC DL 5.0 P S F D R W HCUSR151 02266015 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 No.22839 – B C L L 0.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. Tit IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 55.0 P S F S E A N - 25614 EACH FACE OF TRUSS, AND UNLESS OTH ERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �� ••�, P• •.�' DR ANINGS 160 A-2. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ``(V1 C ORIS % D U R.FAC. 1.0 0 FROM L R Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS C //��,A'...•�G` `\\\\ T Haines City FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER `* `pj ^!E O A L_4 ^ 47 AN 51/ •' '-'995 2 N G 0 (B0732F- - F3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 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 100 PLF at 0.00 to 100 PLF at 16.02 HANGER= SIMPSON'S THA422 BC From 10 PLF at 0.00 to 10 PLF at 16.15 FILL ALL NAIL HOLES. TC 712 LB Conc. Load at 10.69 NOTE: THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD SPECIFIED HANGER(S) BASED ON SOUTHERN PINE MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT TRUSS ENGINEER & FABRICATOR ARE NOT RESPONSIBLE FOR LOAD CATALOG FOR PROPER APPLICATIONS. MAGNITUDES AND LOCATIONS. I _1 18,E I J 7-3 0 T 7-4-12 5" TYp• 1.5X4(R) 5X7= 5X5= 5X5= 5X5= 4X4- 5X5= 5X7= 5X7= 1T 0 1T 0 I II 1-0-8 8-1-2L 2X5111 5X7= 5X5= 5X5= 2X5111 5X7= 5X9= 2X5 III 4X4= 2X5 III fE 16-1-12 Over 2 Supports J R=1125 R=1350 W=3" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/E/-/- Scale *B RACING *REF RRUSSES TO HIB 91 IR(HANDLRING INSTALILNINGAN0 BRAOCNNG]HANDLING, AN PUBL ISHE DH B YP TPI INSTALLING IPLATED ,�llilllllll���' TC LL 40.0 PSF REF R151--436 INSTITUTE, 503 D'ONOFRIO DR„ SUITE 200, MADISON, NI 53719], FOR SAFETY PRACTICES PRIOR TO E R P. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TDP CHORD SHALL HAYE PROPERLY ATTACHED ` •) I�j''��' TC DL 10.0 PSF DATE 09/23/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �fNo. •"IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � BC DL 5.0 PSF DRW HCUSR151 02266016 PRODUCTS, INC. SHALL NOT BERESPONSIBLE FOR ANYDEVIATION FROMTHIS DESIGN; ANY FAILURE TOGUILD THE TRUSSES IN CONFORMANCE NITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLINGAND 22839 : ° B C L L 0.O P S F H C-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS N[TH AP PL ICARLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION] AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 55.0 P S F S E O N - 25617 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '� •• AC P, DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �j (j • 4�RI� •• �� Alpine Engineered gines City, eredlProduucct,Inc. RES, 33844 PONSIBILITYFOR ASOOLNY PARTIOR THEAR BTRUSS COMPONENTG THE RDEESIGNGPONSISHOWN HO N. OF TTHE HE SUILDBWGIDESIGNERSEPOF THIS �/��5� •pENG�r �� DUR FAC. 1.00 FROM LR F ^- t" Sep 6lh6dulq 11� CPnrING AFF A Bp 11G (B0732F- - F4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. TOP CHORD 4x2 SP #1 Dense SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 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 630 PLF at 0.00 to 630 PLF at 10.69 TC From 440 PLF at 10.69 to 440 PLF at 16.02 BC From 10 PLF at 0.00 to 10 PLF at 16.15 HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 1 Typ 1.5X4(R) 5X5= 5X5= 5X7= 4X4= 5X5= 4X4= 4X4- 4X4= 1-4-0 1-0-8 1 4 0 8-1-2 2X5 III 04= 5X7—= 4X4= 5X5= 5X5= 4X4- 4X4= 2X5 III 16-1-12 Over 2 Supports R=1170 R=668 PLF W=12-1-0 Note: All Plates Are W04 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 E Scale **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE t011111111ti" T C L L 40.0 P S F R E F R151--437 INSTITUTE, 563 D'ONOFRIO DR., SUITE Z00. MADISON, NI 53119), FOR SAFETY PRACTICES PRIOR TO �•�`Q`•'�ERp R'��. TC DL 10.0 PSF DATE 09/23/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `,�� • _.�• •C ��' STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVf A PROPERLY ATTACHED RIGID CEILING. I�I�•'•'� � —IMPORTANT_ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED % B C D L 5.0 P S F D R W HCUSR151 02266017 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO _ BUILD THE TRUSSES IN CONFORMANCE WIT Tp7; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN B C L L 0.0 P S F H C-E NG M N M/W P F SPECIF[CAT ION PUBL ISHfO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO .�• TOT.L D. 5 5.0 P S F S EON - 25619 EACH FACE OF TRUSS, AND UNLESS OTHERWI SF LOCATED ON THIS DESIGN, POSITION CONNECTORS PER % �( P` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �i G� 4�RIO• v�� D U R.FAC. 1.0 0 FROM L R Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS 'i��` FR�tj EAG\r;\�� I1aineS C1t ,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS TI RFSPONSIBILI Y nF THE BUI DING DESIGNE PFR _ \ _ __ F cateo 7ahon ANSI :;. ., ep nutU1 ., ING AB ,;, (B0732F- - F5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #1 Dense SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 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 100 PLF at 0.00 to 100 PLF at 16.06 HANGER= SIMPSON'S THA422 BC From 10 PLF at 0.00 to 10 PLF at 16.19 FILL ALL NAIL HOLES. TC 1207 LB Conc. Load at 6.35 NOTE: THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD SPECIFIED HANGER(S) BASED ON SOUTHERN PINE MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT TRUSS ENGINEER & FABRICATOR ARE NOT RESPONSIBLE FOR LOAD CATALOG FOR PROPER APPLICATIONS. MAGNITUDES AND LOCATIONS. 1 " Typ 1.5X4(R) 5X7= 5X7= 5X5= 3X5= 3X3= 3X5= 5X7= 5X5= 1T 1-0-8 0 1T0 IT I 8-14- 2X5 —2X5 III 6X8= 6X8= 5X7- 4X4= 5X5- 5X7= 6X8- 2X5 III 16-2-4 Over 2 Supports iii.I R=1628 R=1347 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/E/-/- Scale **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE l�tlflllllfl///, TC LL 40.0 P S F R E F R151--438 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO �.�``�E R P.,�%,, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T0P CHORD SMALL HAVE PROPERLY ATTACHED `� _.�iisC��/ �'I TC DL 10.0 PSF DATE 09/23/02 STRUCTURAL PANELS, BOTTOM CHORD SH SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `�� �l F -(, **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� BC DL 5.0 P S F D R W HCUSR151 02266018 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WIT TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 = BC LL 0.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ; STATE OF CONNECTORS ARE MADE OF 20GA ASTM A. GR40 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 55.0 P S F S E Q N - 25622 EACH FACE OF TRUSS, AND UNLESS OTHER NI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER • p, •4 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL IN Gl••�.�0111 • �� D U R.FAC. 1.0 0 F R 0 M L R Alpine Engineered Products,111C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF iHIS ���j��Y�p GGNG��;`��� TIames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER R F r yep fti... E, .. �.�ING AB F ,:.rflittt — :: (B0732F- - F6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 MAX JT VERT DEFL: LL: 0.24" DL: 0.27" RECOMMENDED CAMBER 3/8" SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ------ (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 400 PLF at 0.00 to 400 PLF at 6.35 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. TC From 295 PLF at 6.35 to 295 PLF at 16.06 BC From 10 PLF at 0.00 to 10 PLF at 16.19 HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 1 Typ 1.5X4(R) 2X5111 6X10= 6X8= 5X5= 4X4- 5X7= 6X8= 6X6= T 1-4-0 1-0.1-4-0 6X6= 6X10= 5X7= 4X4= 5X5= 6X8= 6X10= 3 X 5 III LE 16-2-4 Over 2 Supports _I R=3012 R=2556 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND `IIIt111i1IAA TC LL 40.0 P S F R E F R151--439 (INSTITUTE,RE 583 DFER oONOFRIO DRHANSUI TE LING 200T AMADISONNOWBR AC53719),ING PUFORSS ATE TY PR BY ACTI CESU PRI OR ATO \TE \\\, ER�°,c'�4, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ��� • .};�i•��/�jw'/ TC DL 10.0 PSF DATE 09/23/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� ` C•�•.-Y / ** p IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��. B C D L 5.0 P S F D R W HCUSR151 02266019 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONF00.MANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 _ BC LL 0.0 PSF HC-ENG MNM/WPF A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN — 41 41 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ,� •• STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO r •• TOT.L D. 55.0 P S F S E Q N - 25624 EACH FACE OF TRUSS, AND UNLESS OTHERNI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '� •�L` DRAWINGS 160 A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGORI �j/ /ti• • ` � OUR.FAC. 1.00 FR0M LR Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS Haines City,FL 33844 GunvoNExr FOR ANY PAgT[CULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER S e /�/�••R DEQ`\\\\ c n A r I N G c C C A WC — .. Icafe0 7Zat10 ANS _ 1995 -� ,....._ : ... - (B0732F- - F8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 18" 7-3-8— _I� � 7-3-8 -1 5" Typ. 3X5= 1.5X4(R) 1.5X4(R) 3X5= 3X3= 3X3= 3X3= 3X3= 3X5= 3X5= -T �1 4 0 1 0-8 1 0 3X8= 3X5= 3X3- 1.5X4111 3X5= 3X8= 2X4111 1.5X4 III 3X3- 2X4111 16-1-0 Over 2 Supports R=885 W=3.5" R=885 W=3" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/E/-/- Scale =.375" Ft. -WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND tttttXtltt l�, OR ACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TP i (TRUSS PLATE \�\�t,�ERP �,���� TC LL 40.0 PSF REF R151--440 INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO \� T C D L 10.0 P S F DATE 09/23/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SNA LL HAVE PROPERLY ATTACHED A-2. t��iC.• /G �i�iSTRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .q ?/'IMPORTANT*` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEENGINEERED ((e• BC DL 5.0 PSF DRW HCUSRI5I 02266020 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANYDEVIATION FROM THISDESIGN; ANY FAILURETO •BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND .22839 - 8C LL 0.0 PSF HC-ENG MNM/WPF ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNSPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TTE OF CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i9�••� • T 0 T.L D. 5 5.0 P S F S E 0 N - 25590 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER .N ,,��..`` DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��j�V/ ORIO�P1; � � D U R.FAC. 1.00 F R 0 M L R Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS I "/ ••per NG \� P HainesCity',FI. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SE'. '2 'lldLy,�F ttt�� CPAC F r ;Fcateo »Xh�ization I;rl ANSI TPT I-1995 S TInN 2. P ttttlt ING 4.0" (B0732F- - F9) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 18" 7-2-0 -� --� 7-2-0 J 5" Typ. 3X5= 1.5X4(R) = 3X5= 3X3= 3X3= 3X3= 3X3= 3X5= 3X6= 1 0 8 1T 0 1T 0 f�j —L 1' h +8-1-2 3X6= 3X5= 3X3= 1.5X4111 3X5= 3X6= 2X4111 2X4111 1.5X4 111 3X3= LE 15-10-0 Over 2 Supports R=858 W=3.5" R=871 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/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 1 5 1--441 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \�\tllllI I111//// INSTITUTE, 583 O'ONOFRIO OR., SUITE Z00, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO `\%% ��'R P ' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED \\ �. L A� 'T C DL 10.0 P S F DATE 09/23/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `\� •�ISI�+q "YA ' **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Y BC DL 5.0 P S F D R W HCUSR151 02266021 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO S/� stn BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND No.22839 = B C L L 0.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE SIGN = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALL S STATE OF • - CONNECTORS ARE RADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO + T 0 T.L D. 5 5.0 P S F S E Q N - 25595 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 �•' �[ P. •0/C Alpine EngilleeredProducts,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. INE SUITABILITY AND USE Of THIS i�C/vcf•/,• ��i1O'` ` \�� DUR.FAC. 1.00 FROM LR 1IO1ReS City,FI, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PE0. . 1, '% p 9 d F' PrtifiGetCO[ 1�thn.iyg(IOR St;'7 ANSI al 1-1.995 SE�Trnu �, Sep - IMG 0" (B0732F- - KW1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SPECIAL LOADS TRUSS DESIGNED TO SUPPORT UP TO A 2X6 LOAD BEARING WALL ABOVE ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) PLUS UP TO 24" OF FLOOR LOAD. VERTICAL WEBS SHALL NOT EXCEED TC From 640 PLF at 0.00 to 640 PLF at 6.63 SPACING OF WALL STUDS ABOVE. SEE DWG GBLSY42AO699 OR BC From 10 PLF at 0.00 to 10 PLF at 6.63 GBLSY42BO699 FOR GABLE DETAILS. 3X3= 3X3111 2X4111 3X3111 3X3111 1.5X4111 T T T 1-4-0 1-4-0 1-4-0 8-1-2 1.5X4111 4X4= 1.5X4111 1.5X4111 1.5X4 III 1.5X4 III 0-1-12 �6-7-8 Over Continuous Support R=636 PLF W=6-7-8 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ��tlllllllflf/ff TC LL 40.0 P S F R E F R151--442 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO .\�`�SR P.F ,, PERFORMING THESE FS.ONCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ���� �'��.A.. I��j,J TC DL 10.0 PSF DATE 09/23/02 ID CEILING. **IMPORTANTTRU T RAL P PANEL FURNIISHOTTOA COPYDOFHTHISILL HDESIGN A A PTO P THE Y INSTALLATION ATTACHED GCONTRACTOR. ALPINE ENGINEERED �� t C��',:Y� PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO tr B C D L 5.O P S F D R W tiCUSR151 02266022 BUILD THE TRUSSES IN CONFDRMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND . No.22839 = BC LL 0.0 P S F HC-ENG M N M/W P F ALPINE BRACING SPEC F OF TRUSSES. THIS DESIGN CONFORMS WITEST H APPLICABLE PR O'ISIONS OF NDS (NATIONAL DESIGN = = IC N CONNECTOR SAT I AN EP MADE 20GAT ASTMMA653ATO GR40R GAL V' STEELPAI ER EXCEPTI AS NOTE DNO T APPL YACONNECTORS TO t. STATE OF r TOT.L D. 5 5.0 P S F S E O N - 25626 EACH FACE OF TRUSS. AND UNLESS OTHERN[SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER j�P {fpQ7... ORAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �i��(j����ORIQP� �`� OUR.FAC. 1.00 FROM LR Alpine Engineered Products,Inc. RESPONS 18 IL I TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS /, ul�'ccpp C GSC`�� Haines City,FL, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S 2 1'yt��1G� \\ n A I N G r r r A r A-1 ANSI _... 1995 5 _.......: ' „ ' I lzation `" _--i� -- --� --�;: ,,. p mutt ,• .: . (B0732F- - KW2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. TRUSS DESIGNED TO SUPPORT UP TO A 2X6 LOAD BEARING WALL ABOVE PLUS UP TO 24" OF FLOOR LOAD. VERTICAL WEBS SHALL NOT EXCEED SPACING OF WALL STUDS ABOVE. SEE DWG GBLSY42AO699 OR GBLSY42BO699 FOR GABLE DETAILS. 3X3= T T T 1-4-0 1-4-0 1-4-0 8-1-2 3X3= �--7-10-0 Over Continuous Support —� R=110 PLF W=7-10-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL/-/3/-/E/-/- Scale *B RACING * TRUSSES REFER TO NIB 91U IR(HANDLREME CARE ING INSTALLIING AND BRACING)HAN PUBLISHED BY TPI INSTALLING IPLATED %till 1111U/ TC LL 40.0 PSF REF R151--443 INSTITUTE, SB3 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI DR TO ��` 1�ERPF/',, TC DL 10.0 PSF DATE 09/23/02 PERFORMING THESE FUNCTIONS. UNLESS 0TH ER SE INOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `\\\P�•�• ••, �/� STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t�IC,9•�2 moi' **IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� •�_ ��: BC DL 5.0 P S F D R W HCUSR151 02266023 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 / o.22839 BC LL P S F HC-ENG M N M/W P F %E ALPINE BRACING SPECIFICOF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE Pft OV ISIONS OF NDS (NATIONAL DESIGN �l _ CONNECTORSI ARE0 N P MADESOFD20GAT ASTMM A653AGIC NR40REST GALY. STE ELERE%CEPTI ASI NO TEDND T11.APPLYAPINCONNECTORS TO ��\ STATE OF c TOT.L D. 55.0 P S F S E Q N - 25599 EACH FACE OF TRUSS, AND UNLESS OTHER NI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER � •• F P DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �j�lid••��R'Q••• ��� D U R.FAC. 1.00 FR0M LR Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS p g Haines City,FI, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S2 �E \� A -`cateo izatlon 11111 (B0732F- - KW3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SPECIAL LOADS TRUSS DESIGNED TO SUPPORT UP TO A 2X6 LOAD BEARING WALL ABOVE ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) PLUS UP TO 24" OF FLOOR LOAD. VERTICAL WEBS SHALL NOT EXCEED TC From 670 PLF at 0.00 to 670 PLF at 16.08 SPACING OF WALL STUDS ABOVE. SEE DWG GBLSY42AO699 OR BC From 10 PLF at 0.00 to 10 PLF at 16.08 GBLSY42BO699 FOR GABLE DETAILS. 3 X 3 III 3X3= 3X3111 3X3111 3X3111 3X3111 3X3111 3X3111 3X3111 3X3111 3X3111 3X3111 T T T 1-4-0 1-4-0 1-4-0 8-1-2 4X4= 16-1-0 Over Continuous Support R=680 PLF W=16-1-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/E/-/- Scale xBRACNG. RN ING­EFERTRUSSES TO HIB 91 R(HANDLRING INSTALCARE LING ANO BRACING)HgNPUBILISHEO BYSHIPPING, TPI IH(RUSSING AND PLATE \\11111111111, TC LL 40.0 PSF REF R151--444 INSTITUTE, 563 D'ONOFRIO DR., SUILE ITE 200, MADISON, WI 53719), FOR SHASAFETY PRACPER L TICES PRIOR TO `00 1 E R p F�.�,/, PE RE OR M THE I SE I ATTACHED 'SIMPC ON UMORTAL PANELS, NIOSH OAS CCH OPRDOFHTNISHDESIGNRW PTOPTHEYIOATTACHEDDIOONGIONTRACTOR.L HAVEPALOPINE YENGINEERED `� pTC DL 10.0 PSF DATE 09/23/02 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO �c B C D L 5.O P S F D R W HC.USR151 02266024 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING ANO Q,ZZH3.7 = B C L L O.0 P S F H C-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OESI GN — = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE • STATE OF CONNECTORS ARE MADE Of 20GA ASTM A653 GR 40 GAL V. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO TOT.1-0. 55.0 P S F S E A N - 25601 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �� •••F P CLQ'` DRAWINGS 160 A-2 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I C ORIS. v. D U R.FAC. 1.00 FROM L R Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY f00. THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS SII •..•c P Haine Clly,FI, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER '� q C 4� \\\ C D A r C C C C �, .Sep 1111 I .... ...... TOP CHORD 4X2 SP #1 SYSTEM42 FLOOD GABLE BOT CHORD 4X2 SP #1 WEBS 4X2 SP #3 THIS TRUSS DESIGNED TO SUPPORT: 628 PLF REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. MAXIMUM UPWARD TOP CHORD LOAD IS 400 PLF, PROVIDE ANCHORAGE SYMM I CONTINUOUS TO FOUNDATION. ABOUT 24 MAX 24 MAX 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION �j �^�--� 8'0" STUD WALL ( PLF) F WITH ( I � I 20'0" ROOF SPAN WITH NO OVERHANG; 37 OR 40 PSF AT 1.25 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 DURATION, OR 47 PSF AT 1.33 DURATION W=3X4 OR 1-6-0 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION W=3X4 MAX 8'0" STUD WALL (110 PLF) 17'2" ROOF SPAN WITH NO OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, OR 55 PSF AT 1.33 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 _ LENGTH AS REQUIRED DRAG LOADS MUST BE TRANSFERRED AND CARRIED OVER CONTINUOUS BEARING BY PROPERLY ATTACHED STRUCTURAL PANELS. TOP CHORD 4X2 SP #1 SYSTEM42 FLOOR GABLE BOT CHORD 4X2 SP #1 WEBS 4X2 SP #3 A) THIS TRUSS DESIGNED TO SUPPORT: 1182 PLF. MAXIMUM UPWARD TOP CHORD LOAD IS 600 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) SYMM ABOUT 16" 16" 36"0"" ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, —MAX_, AMAX—+ OR 47 PSF AT 1.33 DURATION OR J I i I 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 30'0" ROOF SPAN WITH 2'0" OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, W=3X4 OR 55 PSF AT 1.33 DURATION 1-6-0 B) DOUBLE MEMBER TOP CHORD, TRUSS DESIGNED TO SUPPORT: 2038 PLF MAX MAXIMUM UPWARD TOP CHORD LOAD IS 1300 PLF, PROVIDE ANCHORAGE =3X4 CONTINUOUS TO FOUNDATION. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 8'0" STUD WALL (110 PLF) 60'0" ROOF SPAN WITH 2'0" OVERHANG; 47 OR 55 PSF AT 1.33 DURATION, LENGTH AS REQUIRED OR 37, 40, 45, OR 50 PSF AT 1.25 DURATION. OVER CONTINUOUS BEARING NOTE: FOR DOUBLE MEMBER TOP CHORDS, CHANGE 1.5X4, 2X4, 3X3, AND 3X5 PLATES TO 2X5, 2X5, 4X4, AND 4X5 PLATES, RESPECTIVELY. 3X4 SPLICE DRAG LOADS MUST BE TRANSFERRED AND CARRIED PLATES REMAIN UNCHANGED. SPLICES OF DOUBLE MEMBER TOP CHORDS BY PROPERLY ATTACHED STRUCTURAL PANELS. TO BE STAGGERED. THIS DRAWING REPLACES DRAWING 657,275 INSTALLING A DRUSSES REQUIRE EXTREME BRACING. REFER TO HIB-91 RE IN HANDLINGIINSTALLINGNDLING, SHIPPING,AND BRACING), PUBLISHED TC LL 40.0 PSF REF SY42-FLOOR GABLE BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR lWilllffiti" SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ���� E DL 10.0 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ��� �. "+i HAVE A PROPERLY ATTACHED RIGID CEILING. ���,� �'�L 5.0 PSF DRWG GBLSY42A0699 ..IMPORTANT*- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, $C F� O.O PSF -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH o.(283! _- APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE - TaT.=LD. 55.0 PSF AMERICAN FOR AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA STATE O '- ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �'• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i F P POMPANO BEACH,FLORIDA ENGINEERING ftE SPONSIBILITY SOLELY FOR THE TRUSS CONPON£NT DESIGN SHOWN. THE ii�C��.��R�O FAC. 1.00 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE FRED ENG ACING SEE ABOVE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. / CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 1 SSTEM42 FLOOR SABLE CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 WEBS 4X2 SO. PINE #3, DFL #3, OR HF #3 THIS TRUSS DESIGNED TO SUPPORT: 583 PLF MAXIMUM UPWARD TOP CHORD LOAD IS 400 PLF, PROVIDE ANCHORAGE REFER TO DRAWING 1602 FOR TYPICAL PLATE LOCATIONS. CONTINUOUS TO FOUNDATION, SYMM I CL 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION ABOUT 24" MAX 21 MAX 8'0" STUD WALL (110 PLF) 1 18'0" ROOF SPAN WITH NO OVERHANG; 37 OR 40 PSF AT 1.25 1.5X4 1.5X4 1.5X4 *1.5X4 1.5X4 3X5 DURATION, OR 47 PSF AT 1.33 DURATION OR W=3X4 11 yX 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) W=3X4 15'0" ROOF SPAN WITH NO OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, OR 55 PSF AT 1.33 DURATION 1.5X4 I-5X4 1.5X4 1,5X4 3X3 2X4 DRAG LOADS MUST BE TRANSFERRED AND CARRIED LENGTH AS REQUIRED - _I BY PROPERLY ATTACHED STRUCTURAL PANELS. OVER CONTINUOUS BEARING TOP CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 SYSTEM42 FLOOR GABLE BOT CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 A) THIS TRUSS DESIGNED TO SUPPORT: 1000 PLF. MAXIMUM UPWARD TOP WEBS 4X2 SO. PINE #3, DFL #3, OR HF #3 CHORD LOAD IS 600 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION, REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) SYMM 16" 16" 31'0" ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, ABOUT Mf MAX OR 47 PSF AT 1.33 DURATION OR 2) 2'0" FLOOR LOAD 55 PSF AT 1,00 DURATION 8'0" STUD WALL (110 PLF) 1,5X4 11,5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 26'0" ROOF SPAN WITH 2'0" OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, I OR 55 PSF AT 1.33 DURATION -W=3X4- 1�6�X-o B) DOUBLE MEMBER TOP CHORD, TRUSS DESIGNED TO SUPPORT: 2038 PLF MAXIMUM UPWARD TOP CHORD LOAD IS 1300 PLF, PROVIDE ANCHORAGE =3X4- CONTINUOUS TO FOUNDATION. 1 1) 2'0" FLOOR LOAD 55 PSF AT 1,00 DURATION 8'0` STUD WALL 4110 PLF) 1.5X4 1.5X4 I.5X4 I-5X4 1.5X4 3X3 2X4 60'0" ROOF SPAN WITH 2'0" OVERHANG; 47 OR 55 PSF AT 1.33 DURATION, OR 37, 40, 45, OR 50 PSF AT 1.25 DURATION, LENGTH AS REQUIRED NOTE: FOR DOUBLE MEMBER TOP CHORDS, CHANGE 1.5X4, 2X4, 3X3, AND 3X5 OVER CONTINUOUS BEARING PLATES TO 2X5, 2X5, 4X4, AND 4X5 PLATES, RESPECTIVELY. 3X4 SPLICE DRAG LOADS MUST BE TRANSFERRED AND CARRIED PLATES REMAIN UNCHANGED, SPLICES OF' DOUBLE MEMBER TOP CHORDS TO BE STAGGERED. BY PROPERLY ATTACHED STRUCTURAL PANELS, THIS DRAWING REPLACES DRAWING 657,2758 **WARNING*m TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING, SHIPPING, INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED TC LL 40,0 PSF REF SY42 FLOOR GABLE BY TPI (TRUSS PLATE INSTITUTE, 583 WONOFRIO DR., SUITE 200, MADISON, WI, 53719) FOR %t01111111111, � SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, R 11 �YC DL 10.0 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, DL 5.0 PSF DRWG GBLSY42BO699 "IWORTANT19 FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE *t3C!LL 0,0 PSF -ENG MLII/KAR DESIGN! ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI, FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH • ,7 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE Now22839 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA LD. 55.0 PSF Tm A653 G 40 GALV. STEEL EXCEPT AS NOTED. t STATE OF R APPLY CONNECTORS TO EACH FACE OF UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL • k FAC. 1.00 -y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE --"-nNENI FOR ANY PARTICULAR BUILDING IS THE 'PACING SEE ABOVE PER ANSI/TPI 1-1995 SECTION 2, REDe� k 1 it 1 9 t f PAGE 1 mate: 09/23/2002 MANNING BUILDING SUPPLY LOG #: B0732 TRUSS DIVISION JOB #: JACKSONVILLE "talesman: JOHN FERGUSON Pitch: /12 Customer: BESTCON HOMES Job Name: Address: 2440 South Beach Parkway Address : LOT 3 HIDDEN PARADISE Jacksonville Bch, FL. 32250 Designer: LR -------------------------------------------------------------------------------- ' Qty Span I LO.Ht I OO.Hht Description -------------------------------------------------------------------------------- ps 1 20 ' 2 ' 2 ' Al 5 20 ' 2 ' 2 ' A2 1 20 ' 2 ' 2 ' A3 12 3 ' 4"8 2 ' 0 ' A4 1 818" 2 ' 2 ' A5 4 818" 2 ' 0 ' A6 „ 1 15 ' 41' 2 ' 2 ' A7 3 15 '4” 2 ' 2 ' A8 1 14' 8" 2 ' 2 ' A9 3 14' 8" 2 ' 2 ' A10 5 1418" 2 ' 0 ' All 5 916" 0 ' 0 ' B1 1 25 ' 10"8 0 ' 0 ' B2 4 25 ' 10"8 0 ' 0 ' B3 1 26 ' 2" 0 ' 0 ' B4 4 26' 2" 0 ' 0 ' B5 4 25 ' 10"8 2 ' 0 ' B6 1 11 ' 11" 2 ' 2 ' C1 1 21 ' 10"8 2 ' 0 ' C2 3 21 ' 10"8 2 ' 0 ' C3 3 17 ' 3" 0 ' 0 ' C4 1 6 ' 7"8 2 ' 0 ' D1 1 6 ' 7"8 2 ' 0 ' D2 1 20 ' 8" 2 ' 0 ' E1 5 20 ' 8" 2 ' 0 ' E2 1 26 ' 2" 0 ' 0 ' P1 4 26' 2" 0 ' 0 ' P2 4 25 ' 10"8 2 ' 0 ' P3 2 5 ' 2 ' 0 ' 5 'EJ NC 1 7 ' 0"2 2 ' 9"15 0 ' 5 'HJ D45 ow 2 3 ' 0117 2 ' 0 ' 3 'CJ 1L 1R 2 1 ' 0117 2 ' 0 ' 11CJ 1L 1R ** Hardware Roof ** 26 A HUS26 1-ply Truss Hanger ** Beams ** 1 18 ' 2/9 ' BM1 GPLAM 9-1/2" 1 18 ' 2/9 ' BM2 GPLAM 9-1/2" -------------------------------------------------------------------------------- 74 - Trusses 26 - # of Hardware 0 - # of I-Joist 9 - Piggy' s 7 - Jacks 2 - # of Beams 0 - # of Rim Board --------------------- 90 - Total Trusses 17'4" *=5'8" 37' - - 1. DO NOT CUT OR ALTER TRUSSES, UNLESS n,41 I I I APPROVED BY TRUSS OFFICE VERIFY RLL SPANS RND AMOUNTS RS TRUSSES WILL BE BUILT IN STRfCT ACCORDANCE WITH THIS LAYOUT E1 3. NO BACKCHRRGES ALLOWED, UNLESS APPROVED No o R2 IN WRITING BY TRUSS PLANT MANAGER m - 4. APPROVED BY = ? E2 o APPROVAL DATE: N DEL. DATE = _ BUILDER TO CONV. FRAME ROOF, VALLEYS AND O.HRNGS AS NEEDED. 86P3 BUILDER TO FRAME DOWN CEILINGS o a AS NEEDED. zr 3--m BUILDER TO BUILD UP WALLS TO C4 N C3 MATCH TRUSSES AT HIGHER PLT HT. U t ALL WALLS SHOWN ARE LOAD BEARING m 85 P2 -a UNLESS NOTED OTHERWISE. m JOB: 80732 BESTCON LDC: LOT 3 HIDDEN PARADISE 84 Pi PLAN: MODIFIED HAWKINS PLAN DESIGNER: LARRY RUCKEL to ~ 83 in m PITCH 8/12 BMlA6 m 04ANNGC 24" B2 MANNING BLDG . SUPPLIES 8'4" + 10' 11155 PHILLIPS PKWRY PH# 268-8225 JAX. FLA. 32256 62' :; HARDWARE SCHEDULE REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A HUS 26 278 332 155 (14) 16d (6) 10d X 1.5- TRUSS B HUS 28 1 338 358 200 (22) 16d (8) 10d X 1.5 TRUSS C HGUS 28-2 624 781 265 (36) 16d (20) 10d X 1.5 2 PLY TRUSS D HGUS 28-3 624 781 265 (36) 16d (12) 16d X 1.5 3 PLY TRUSS E SUL/R 26 fA 80 100 76�4 (6) 16d (6) 10 d X 1.5 TRUSS F SUL/R 210 133 166 125 (16) 16d (10) 10d X 1.5 TRUSS G LSSU 210 96(, 120 62 (10) 10d (7) 10d X 1.5 TRUSS H THJA 26 2190 274 134 (16) 16d (5) 10d+(7) 10d HIP JACK I THA 422 363 414 155 (22) 16d (6) 10d X 1.5 SYS 42 J SUR/L 410 IVA186 233 127 (16) 16d (10) 16d SYS 42 K IUT 312 136 1201 24 (14) 10d (2) 10d X 1.5 I-JOIST L IUT 312-2 185--, 2320 90 (16) 16 (6) 10d DBL I-JOIST M MIT 316 1 240 (12) 10d X 1.5 (2) 10d X 1.5 I-JOIST N SUR/L 310 1 1860 178 72 (14) 16d (6) 10d X 1.5 I-JOIST 0 SUR/L 314 1 2390 1790 96 (18) 16d (8) 10d X 1.5 I-JOIST " P LSSUH 310 1385 1050 99 (14) 16d (12) 10d X 1.5 I-JOIST Q HU 11 2183 2270 92 (22) 16d (6)10d X 1.5 1 PLY LVL R HGUS 48 5472 684 583 (36) 16d (24) 16 d 2 PLY LVL S HGUS 412 9531 1133 478 (56) 16d (36)16 d 2 PLY LVL T HGUS 412 L 8512 1064 875 (56) 16d (36) 16 d 2 PLY LVL U HGUS 412 R 8512 1064 875 (56) 16d (36) 16.d 2 PLY LVL V HUC 412 610 6801 310 (56) 16d (36) 16,d 2 PLY LVL W HGUS 5.25112 953 1133 478 (56) 16d (36) 16 d 3 PLY LVL X HGUS 7.25/12 953 966 478 (56) 16d (36) 16 d 4 PLY LVL ULl H16S N N4 160 (10) 10d (2) 10 d TRUSS UL2 H16 NA NA 160 (10) 10d (2) 10 d TRUSS UL3 H16-2 NA NA 160 (10) 10d (2) 10 d 2 PLY TRUSS UL4 j MTS 12 NA NA 100 (7)10d EA. SIDE NONE TRUSS UL5 HTS 20 NA NA 145( 10)10d EA. SIDE NONE 2 PLY TRUSS UL6 MSTA 36 199 213 26) 10d TRUSS UL7 MGT N4 NA 420 (22) 1 O PLUS ULS UL8 PHD 5 N NA _ 4500 14 SDS 1/4X3 ADD UL7 TBS 2-24 4) 10d X 1.5 TRUSS BRACING 12 BRITE COM 1-3/8 TRUSS NAIL 3/4 X 023 BANDIN SNAP ON SEALS MANNING BUILDING SUPPLIES Larry Ruckel 20 Sep 200210:56 am 11155 PHILLIPS PK1NY DR E , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTBeamO Engineering Analysis 01996-2002 Georgia-Pacific Corporation Version: 3.3 Build: 3.3.0.0 Project : B0732BM1.FBD Information : Mark# : BM1 Desc Usage : Beam(Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= U360 TL= U240 Composite Action : No Slope : 0/12 3.5", 565 psi 3.5", 565 psi 9'v" LOADS Project Design Loads:Roof.,Live=30 psf,Dead=17 psf, Live+Dead Ld(T) Live Ld(L) LDF Location` # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 545 348 125% 0 010" 9'0" 2 Uniform(plf) 200 128 125% 0 0'0" go., Uniform(plf) 9 0 0 0 9.01. Self Weight "Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 3391 3391 Min Wn 1252 1252 DL R'n 1252 1252 Min Brg(in.) 1.72 1.72 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 2685 1 01111, 41 7898 125% 0.34 M(ft4bs) 7631 1 461, 41 16603 125% 0.46 LtRn(lbs) 3391 0 0.01. 41 6921 100% 0.49 See Note#5 RtRn(lbs) 3391 0 9'0" 41 6921 100% 0.49 See Note#5 LLDefI(in.) 0.15 1 4'6' 41 0.30 U708 TLDefl(in.) 0.24 1 4'6" 41 045 U447 USE. GPLAM 2.0E 1.75x 9.50"2 Plies Grade selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed/n accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verified by Georgia-PacHlc Engineered Lumber Technical Services. 4.Design valid for dry use only. 6.This reaction Is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max R'n from Supports'section above. 8.Bearing length based on design material;support material capacity shall be verlfled(by others). 7.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 8.When required by the building code,a registered design professional or building official should verify the Input loads and product application. 9.This engineered lumber product has been sized for residential use.A concentrated load check per the building code,must be performed for commercial uses. 10.Verify that load is applied at top or equally from both sides. 11.Nall plies together with 18d nalls @ 12"o%along top and bottom edges. Nall from alternate faces,2"from edges. It Max/Min reactions are based on the applicable load combinations outlined In the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 13.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 14.For explanation of GROUP,change to expanded printout MANNING BUILDING SUPPLIES Larry Ruckel 20 Sep 200210:59 am 11155 PHILLIPS PKWY DRE , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTSeam®Engineering Analysis 01996-2002 Georgia-Pacific Corporation Version: 3.3 Build: 3.3.0.0 Project : B0732BM2.FBD Information : Mark#: BM2 Desc Usage : Beam(Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= U360 TL= U240 Composite Action : No Slope : 0/12 3.5", 565 psi 3.5", 565 psi LOADS Project Design Loads:Roof..Live=30 psf,Dead=17 psi Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape Start End Start End San# Starts Ends Additional Info 1 Uniform(plf) 541 345 125% 0 0.0" 661. Uniform(plf) 9 0 0 0 8-6" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 2336 2336 Min R'n 868 868 DL R'n 868 868 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brq Str si 565 565 DESIGN Value Span x Group Allow LDF Ratio V(lbs) 1821 1 7-7- 41 7898 125% 0.23 M(ft-lbs) 4964 1 4'3" 41 16603 125% 0.30 LtRn(lbs) 2336 0 0.0" 41 6921 100% 0.34 See Note#5 RtRn(lbs) 2336 0 8'6" 41 6921 100% 0.34 See Note#5 LLDefl(in.) 0.09 1 43" 41 0.28 01143 TLDefl in. 0.14 1 4'3" 41 0.43 L1718 USE: GPLAM 2.0E 1.75x 9.50" 2 Plies Grade,Pries selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verltied by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction Is based on the combination of loads 6 duration factors that produces the highest stress ratio and may be less than maximum reaction. Theretbre,when reaction values are required,use Max Rn from Supports'section above. S.Bearing length based on design material;support material capacity shall be verlBed(by others). 7.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 8.When required by the building code,a registered design professional or building official should verity the Input loads and product application. 9.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 10.Verify that load is applied at top or equally from both sides. 11.Nail piles together with 16d nails @ 12"o/c along top and bottom edges. Nail from alternate faces,2"from edges. 12.Max/Mln reactions are based on the applicable load combinations outlined In the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 13.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 14 For explanation of GROUP,change to expanded printout e 17 k 00 1 I _:, ry '�� I'� �..i 4^'" 40 '60732- - Al) THIS DWG PRI_PARI D FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. )P CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, )T CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. IECIAL LOADS SEE DWGS A12015EC0901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ----(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) From 54 PLF at -2.16 to 54 PLF at 0.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. From 154 PLF at 0.00 to 154 PLF at 20.00 From 54 PLF at 20.00 to 54 PLF at 22.16 From 4 PLF at -2.16 to 4 PLF at 0.00 From 30 PLF at 0.00 to 30 PLF at 20.00 From 4 PLF at 20.00 to 4 PLF at 22.16 4X4= B F- 8 6-8-4 3X3% 3 X 3 F1 n 8-1-2 71 5X5= 3X6= 3X6= L-2 0 0-;;--J L-2 0 0--J 10-0-0 I 10-0-0 20-0-0 Over Continuous Support J R=196 PLF U=86 PLF W=20-0-0 Note: All Plates Are W1.5X4 Except As Shown. T TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE . 19.5d FL/-/3/-/E/-/- Scale =.3125" Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-486 BRACING. REFER T(1 HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE _ INSTI TOTE, 583 1) NOFRIO OR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO •"� T C D L 7.0 P S F DAT E 09/23/02 PERFORMING IIIE SE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CCITEHORD SHALL HAVE PROPERLY ATTACHED t /� "IRU TONAL MPOR TA NTF ANE LS.FURNIO FURNISH COPY DOFSHALL THI SHDES[GNAVE APT OP7HEYATTA INSTALL ADTIONRIGID CONTR ACTOR. ALPINE ENGINEERED V`••••••'r,"� PRODUCTS, INC. SHALL NO BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �(L�jI ' B C D L 5.0 P S F D R W HCUSR151 02266055 BUILD THE TRUSSES IN CUNFOft MANCE WIT TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND + ALPINE BRACING OF TRUSSES. TNII DESIGN CONFORMS WITH APLICABLE PR UV III NS OF NDS (NATIONAL DESIGN = ♦ t {• B C L L 1 0.0 P S F H C-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND'PAPER ASSOCIATION) AND TPI. ALPINE CO NNECTORI ARE MADE OF 2OGA ASTM 1653 GR4O GALY. STEEL, E%CEPT AS NO TIO. APPLY CONNECTORS TO i� •Q T 0 T.L D. 4 2.0 P S F S E 0 N - 25460 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Ifn pine Engineered Products,Inc. RESPUNTIB[60TY THE TfRUSSICOMPONENT DE INDICA SIGNTSHONNACCEPTANCE THE OSUITABIL[TYOAHD USEIOFETHIS ��5' �QR��P�\��4� IT DUR.FAC. 1 .25 FROM LR Hames City,FI, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER nSep 'P+ ,R�Q EN $PA ING S ARI VE CertifcateofAuthozatlon#567 ANSI/TPI 1 1995 SECTION 2 (80732- - A2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, OT CHORD 2x6 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. PECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. -----(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) C From 54 PLF at -2.16 to 54 PLF at 22.16 C From 4 PLF at -2.16 to 4 PLF at 0.00 C From 30 PLF at 0.00 to 30 PLF at 5.35 C From 90 PLF at 5.35 to 90 PLF at 14.65 C From 30 PLF at 14.65 to 30 PLF at 20.00 C From 4 PLF at 20.00 to 4 PLF at 22.16 4X4 1.5X4 III 1.5 X 4 III 8 � 8 7-0-7 8-1-2 3X5= 5X7= 3X5 3X5(AI) 3X5(A1) 40 PSF MAX STORAGE L-2-0-0-3;--J L-2-0-0--J 10-0-0 I 10-0-0LE J 20-0-0 Over 2 Supports J R=1240 U=546 W=3.5" R=1240 U=546 W=3.5" -T TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/E/-/- Scale =.3125" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--487 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 M�•-Mr PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �,'"`t t, TC DL 7.0 P S F DATE 09/23/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '- IMPORTANT`` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '�IF �/,�" BC DL 5.0 P S F D R W IICUSR151 02266026 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR ON THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; ON FABRICATING, HANDLING, SHIPPING, INSTALLING AND • S 4 F L BC LL 10.0 P S F HC-ENG M N M/MMA ALPINE BRACING, OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN f { •# SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAGE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO =9'. T 0 T.LD. 42.0 P S F S E O N - 2 5463 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 =�/s:F�QR�OP'�� D U R.FAC. 1.25 FR0M LR ]pine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS t ITaines City,FI. 33844 COMPONENT FOR ANY PARTICULAR BUILDING, IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S e pE�ENG Certificate of Authorization 11567 ANSI/TPI 1-1995 SECTION 2 P SPACING SEE ABOVE ;60732- - A3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. lP CHORD 2x4 SP #2 N 3 Complete Trusses Required 7T CHORD 2x12 SP #2 N WEBS 2x4 SP #3 SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) kILING SCHEDULE: (0.131x3.0_g_nails) TC From 54 PLF at -2.16 to 54 PLF at 22.16 )P CHORD: 1 ROW @ 12" o.c. BC From 4 PLF at -2.16 to 4 PLF at 0.00 )T CHORD: 1 ROW @ 4" o.c. BC From 30 PLF at 0.00 to 30 PLF at 20.00 :BS : 1 ROW @ 4" o.c. BC From 4 PLF at 20.00 to 4 PLF at 22.16 :PEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING BC 7460 LB Conc. Load at 3.50 :TWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ) 1/2"—bolts MAY BE USED FOR (2) 0.131x3.O_g_nai1s ON 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT 1E BOTTOM CHORD ONLY. DO NOT APPLY BOLTS IN 2X4 MEMBERS. LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. IE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD 1GNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) 4X4= DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. LUSS ENGINEER & FABRICATOR ARE NOT RESPONSIBLE FOR LOAD \GNITUDES AND LOCATIONS. ** THE MAXIMUM CONCENTRATED LOAD IS 7460# ** CLUSTER (3) ROWS OF 10d NAILS SPACED 3" OC TO EACH OUTER FACE OF (3) PLY UNIT. MINIMUM (18) NAILS REQUIRED TO EACH OUTER FACE. 3X8% 3X8�� 8 (— -1 8 7-0-7 5X8= 5X8= F Ll 8-1-2 5X14111 3X8= 5X14111 � 7460# R=2193 U=965 W=3.5" R=7188 U=3163 W=3.5" L-2-0-0--J �2-0-0� 10-0-0 _I, 10-0-0 }E 20-0-0 Over 2 Supports J -T TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.3125" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F 8 1 5 1 4 8 8 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFft 10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT 7ACHE0 �~w T C D L 7.0 P S F DATE 09/23/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 3�v�A B C D L 5.0 P S F D R W HCUSR151 02266056 PR ODUC LS, INC. SHALL 1107 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ) PS�F�C4 BUILD THE TRUSSES [N CON FORMANf.E WITH TPI; OR FABRIf.ATING, HANDLING, SHIPPING, INSTALLING AND +li '•Ci�•••• BC LL 10.0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN r =A SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE t1ADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOT EO. APPLY CONNECTORS TO s y f = TOT.L D. 42.0 P S F S E A N - 25608 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER >4� Q DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '+C�• F Qp10P,:'4� D U R.FAC. 1.2 5 F ROM L R Ipine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ! s p Haines City,FL 33g4� 7DMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S 2 N ` Cer'f,"rPnfAu n ,fl�nN56 ANSI/TPC 1995 SEITiu z P ®� yrr SPA ING S E ABOVE (B0732- - A4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N 120 MPH WIND, 8.87 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT OT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. EFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. ANGER= SIMPSON'S HUS26 ILL ALL NAIL HOLES. OTE: PECIFIED HANGER(S) BASED ON SOUTHERN PINE UMBER VALUES.REFER TO MANUFACTURER'S PRODUCT ATALOG FOR PROPER APPLICATIONS. 1.5 X 4 III 8 F- T T 2 7-7 2-7-7 12 1.5X4 III 2X4(A1) L---2-0-0--3;;j 3-4-8 Over 2 Supports R=328 U=180 W=3.5" R=76 U=180 LT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL/-/3/-/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 R151--489 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 �•,Wb T C D L 7.0 P S F DATE 0 9/2 3/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED l 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 C D L 5.0 P S F D R W IICUSRI5I 02266027 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO � C.4 '%* BUILD THE TRUSSES [N CONFORMANCE W[TN TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND fff . : BC LL 10.0 P S F HC-ENG M N M/MM A ALPINE BRACING OF TRUSSES. THIS DESIGN CUNF OR MS 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 i A TOT.LD. 42.0 P S F S E A N - 25465 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER % ,Ipine Engineered Products,Inc. RESPONDRA SIBILITY SOLELYTFOR HE STHE EAL TRUSSN I ICOMPONENT DEs DRAWING SIGNTSHOWN. ES CEPTATHE CE SUITABILITYFESS OANo USENAL ENGIOFETHIS i 31 ORIOP-\�w� D U R.FAC. 1.25 F R 0 M L R Haines City,FI 33844 COMPONENT FUR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Sep REQ ENG S P C I N G 4.0" LC +F Wit,of Au ni—l;on#5 ANS17TPI 1 1996 SECTI 2 (B0732- - A5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N 120 MPH WIND, 9.01 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED OT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. =E DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. FLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 04= 3X3% 8 F— 3X3�� 3X6 o� 5X7 (R) III 8 3 X 6 2-10-14 8-1-2 3X8% 3X8o� L-2-0-0---J L-2-0 0---J —4-4-0E 4-4-0---� 8-8-0 Over Continuous Support R=112 PLF U=78 PLF W=8-8-0 LT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--490 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, XI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERXISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �M"�"""tA' TC DL 7.0 P S F DATE 09/23/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED v ���� ��/f�/` EIC D L 5.0 P S F D R W HCUSR151 02266028 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ���� �F P / BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND .V B C L L 1 0.0 P S F H C-E N G M N M MMA ALPINE BRACING OF TRUSSES TH Is DESIGN CONFORMS WITH APPLICABLE PR OYISIONS OF NOS (NAT[ONAL DESIGN S PECIFICATI ON 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 =p T 0 T.L D. 42.0 P S F S E A N - 25468 EACH FACE OF TRUSS, AND OIL OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �� TE OF _Q DRAM NGS 160 A-Z. THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 'C '• F P:�� D U R.FAC. 1.2 5 FROM LR = i �ORI�• dpine Engineered Products,Inc. RE SP ON SIBILIIY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1 s ••• •.•r�� Ilaines City,FL 33544 COMPONENT FUR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER '< G LCe ifilateofAu rizntinn#56 ANSI/TPI1995 SECTION2 - ;_ + $eP "Gl►EN SPACING 24.U° 60732- - A6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. )P CHORD 2x4 SP #2 N 120 MPH WIND, 9.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED DT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. FLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= 8 8 F- 3-3-2 5 X 7(R) III _I5 51 _ �6-8-1-2 2X4(Al) 2X4(A1) L-2-0-0--J 4-4-0E 4-4-0 --� 8-8-0 Over 2 Supports R=505 U=366 W=3.5" R=344 U=180 W=3.5" -T TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale `*WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F 8 15 1--4 9 1 8RACING. REFER TO HIM 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 09/23/02 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PR UPERLY ATTACHED RiG]D CEILING. ,``'� ``IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED v••�• •• r PRODUCTS, INC„ SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO B C D L 5.0 P S F D R W HCUSR151 02266029 BUILD THE TRUSSES IN CONFORMANCE NITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND + � �� B C L L 10.0 P S F H C-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC IFICATIUN PUBLISHEQ BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • �� TOT.L D. 42.0 P S F S E A N - 25470 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STE EI, EXCEPT AS NOTED. APPLY CONNECTORS TO .SJ$ EACH FACE OF TRUSS, AND UNLESS OTHER NISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER >�� DRAWINGS 160 A-Z. THE SEAL ON THIS ORANING INDICATES ACCEPTANr_E OF PROFE55IONAl ENGINEERING ���n•• F�� P'TE •4,� D U R FAC. 1.25 FR0M LR Ipine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHNN. THE SUITABILITY AND USE OF THIS S u ' Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Sep R�op ENG SPACING 4 .Cef ficate of ALL n7ation#56 .ANSI/TPI 1-1995 SECTION 2 (80732- - A7) THIS DWG PREPARED fPOM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N 120 MPH WIND, 10.12 FT MEAN NGT, ASCE 7-98, CLOSED BLDG, OT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP 8, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. EE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. EFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= 8 F- 3X3 5X7(R) III 8 3 X 3 5-1-9 5 BALOON FRAME 51 3X6 o� 3 X 6 8-1-2 If 3X8% 3 X 8 L-- 2-0-0-- t--- 2-0-0--j 7-8-0 7-8-0 �I 7-8-0 7-8-0 fE 15-4-0 Over Continuous Support R=100 PLF U=49 PLF W=15-4-0 Note: All Plates Are W1.5X4 Except As Shown. -T TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.375" Ft. 'B RARNGNC*REFERRUSSES TO H18 91 IRE EXTREME(HANDLING INSTALLINE IN GAND BRAOC'ING)„AR PURL ISHED BY TPI INSTALLING IPLATED TC LL 20.0 PSF REF R151--492 INST I TU iE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO _0MM�wryy T C D L 7.0 PSF DATE 09/23/02 PERFORMING THESE FUNCTIONS. UHLE SS OTHERWISE INDICATED, TOP CHORD IN ALL HAVE PROPERLY ATTACHED r•_ STRUCTURAL PANELS. 80TTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��l• r�/�j —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED tt ••-/ B C D L 5.0 P S F D R W IfCD$RISl D2266D3D PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ��` l S� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO ffff S V F•1 ALPINE BRACING, OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS IN DESIGN B C L L 10.0 P S F HC-ENG M N M/MMA 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 j A TOT.L D. 42.0 P S F S E G N - 25473 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TH[S DESIGN, POSITION CONNECTORS PER 1(fA Q DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING =s�j •• /C P�•�� (pine Engineered Products,Inc. RESPONSIBILITY SOLELY F00. THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS S�s L R. r•� D U R.FAC. 1.2 5 FROM L R Maines City,FL 33844 COMPONENT FOR ANY PARTICULAR BU IL 01X6 IS THE RESPONSIBILITY OF THE BUILOT NG DESIGNER PER } gppp���yy[Pv .CFCa[e OCfrlZiltiOtiM SGI ANSI/71995 SECTION 2. ;. ^. ...: $eI). •-.: ING Nf4 n� :..... 11 (B0732- - A8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N 120 MPH WIND, 10.30 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, OT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. EFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= 8 F- 8 5-5-12 5 X 7(R) III —J5 5L_ �}8-1-2 2X4(A1) 2X4(A1) YY �-- 2-0-0--;J �--2-0-0-- 7-8-0 7-8-0 7-8-0 7-8-0 15-4-0 Over 2 Supports R=765 U=378 W=3.5" R=765 U=378 W=3.5" -T TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/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 R151-493 BRACING. REFER TO LIN 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO y�MM»MMr T C D L 7. P S F DATE 09/23/02 PFR FORMING THESE FUNCTIONS. UNLESS OTHERN ISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �'"`, ue STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT`* FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FFF B C D L 5.0 P S F D R W HCUSRI 51 D2266D3I PRODUCTS, INC. SNALL NOT BE 0.ESPONSIB LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO •�(`�` q�.�� BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING ANO V �•� ALPINE BRAC[Nf, Of TRUSSES. TN 15 DESIGN CONFORMS WIT APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN j =+ B C L L 1 0.0 P S F H C-ENG M N M/MMA SPEL IFICAT I ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CUTIN ECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO %13� FQ T 0 T.L D. 42.0 P S F S E Q N - 25475 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER IL(n DRAWINGS 160 A 2. TME SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING =C/s �L R1aP � D U R.FAC. 1.25 FROM L R (pine Engineered Products,hic. RE SP ONSIB IL FY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS \ Haines City,FI. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER S e p p�EN,,, I N( Q (�° ... . Certificate" -oC AUl11 'iZatlOR�t S�i7 ANSI/TPI 1.1995 SECT -.: ;.. '.:: :: S B0732- - A9) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. )P CHORD 2x4 SP #2 N 120 MPH WIND, 10.01 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, )T CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. =E DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= 1.5X4 III 1.5X4 III 8 F— 3X3�� —� B 4-10-14 3X3% 5X7(R) III 5 1.5X4 III 1.5X4 III BALOON FRAME 5 3X6 3X6 8 1 2 3 X 8 3X8% L---2-0-0- L--2-0-0—J r 7-4-0 7-4-0 14-8-0 Over Continuous Support R=100 PLF U=51 PLF W=14-8-0 -T TYP. Wave TPI -95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/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 R151-494 BRACING. REFER TO HID 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 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 09/23/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. /a/'q .. T,.I —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ,H t •!/ B C D L 5.0 P S F D R W IICUSR151 02266032 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO + •�`� ' �,��y ❑ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND +[ !^•� B C L L 10.0 P S F HC-ENG M N M/MM A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN • J* = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE f CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i A i TOT.LD. 42.0 P S F S E Q N - 25479 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i �• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i C� /C� R1aP:�4 D U R.FAC. 1.25 F ROM L R (pine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS 1 �� ITaInes C1ty,171, 33844 1:011PONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PERS e p S P A,I N G 4 O I .Ce 'fi�A-P Of/------t ,nrL ....ANit/TPI },1445 SECTIO :..: ':. :: :.-. .: :-..." - .: ,..:, ....: ... (80732- - A10) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, OP CHORD 2x4 SP #2 N 120 MPH WIND, 10.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, OT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PST, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. FLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 4X4= si— 8 5-3-2 5X7 (R) III —1 5 5 L_ 8-1-2 2X4(A1) 2X4(Al) s �--2-0-0----,J L--2-0-O—J 7-4-0 7-4-0 J IE 14-8-0 Over 2 Supports R=737 U=373 W=3.5" R=737 U=373 W=3.5" _T TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale kBRWAA ZING, *REFERft OSES BR91 (HANDLINGEINSRALLNNGABNDCBRACING)HANPUBLISHEU BYPTPI IN TRUSSIPL TED TC LL 20.0 PSF REF R151--495 INSTITUTE, 583 D'ONOFRIO OR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO .-•M�p~'r► T C D L 7.0 P S F DATE 09/23/0 2 PERFORMING TffESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �1r�' �d� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDPROF �IF� B C D L 5.0 P S F D R W I-ICD$R15I 02266033 BUIL DCTHE IBUS SESTS INC. AIN LL CONFORMANOT E CEOW I I HL T PICR ORAN FABRICATINIATIG HANDFR ONLING 9H1 P P�NG,A I NN YSTAL LINGFA It E AND :C1�'� �(� AL P I N E BRAC,iNG OF TRUSSES HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN + j BC LL 10.0 PSF HC-ENG MNM/MMA SF'ECIFICATI ON PUBLISHEU BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GALV. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO '� tQ TOT.L D. 42.0 P S F S E Q N - 25481 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER T'i" DRAWINGS 160 A-7. SHE SEAT ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR.FAC. 1.25 FROM LR .pine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS s G\� Haines City,Fl 33844 COMPONENT FOR ANY PARTICULAR 8 UiL 01NG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S P C I NG 4. " LCe re f of Au �nll5 nu`I/TPI vuc SE CTI Sep (B0732- - All) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N 120 MPH WIND, 10.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT OT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. FLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= 8 8 5-3-2 5 X 7(R) III 5 51 8-1-2 2X4(A1) 2X4(A1) -2-0-0—� 7-4-0E 7-4-0 _I LEE 14-8-0 Over 2 Supports j R=748 U=391 W=3.5" R=605 U=240 W=3.5" _T TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/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 R151--496 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO w/gyy PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TUI CHORD SHALL HAVE PROPERLY ATTACHED 0-0 T C D L 7.0 P S F DATE 09/23/02 STRUCTHRAL PANELS, BOTTOM CH ORO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V`��.••.�•�� "IMPORTANT— FURNISH A COPY OF THIS OE SI GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •�t�F BC DL 5.0 P S F D R W HCUSR151 02266034 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .V� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 4 BC LL 10.0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN I • _ _� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE I CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Z o, OF T 0 T.L D. 42.0 P S F S E Q N - 25483 EACH FACE OF TRUSS, AND UNLESS QTIERXISE LOL'ATED ON THIS DESIGN, POSITION CONNECTORS PER }� DRAWINGS 160 .A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING % .!�C RM '�ti O U R FAC. 1.2 5 FROM L R (pine 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 REdk EN Certificate of uthorization#567 ANSI/TPI 11995 SECTION 2. Sep �,� SPACING 24.0' ,60732- - 61) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N 120 MPH WIND, 11.63 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, DT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF, 4NGER= SIMPSON'S HUS26 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ILL ALL NAIL HOLES. OTE: PECIFIED HANGER(S) BASED ON SOUTHERN PINE UMBER VALUES.REFER TO MANUFACTURER'S PRODUCT 4TALOG FOR PROPER APPLICATIONS. 1.5X4 III 1-8-9 3X5 8 F— 3 X 5 -8-7 1.5 X 4 III 6.5 8-1-2 2X4(A1) 9-6-0 Over 2 Supports R=404 U=180 R=394 U=313 LT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL/-/3/-/E/-/- Scale =.375" Ft. " STALLNG AN BRACftING. NEFER TOSHIR91 (HANDLING INSTALLING AND BRACING), PUBLISHED BYpTPI !N(TRUSSI PLATED TC LL 20.0 PSF REF R151--497 INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISON. HI 53719), FOR SAFETY PRACTICES PRIOR TO TC DL 7.D P S F DATE 0 9/2 3/0 2 PERFORMINf, THESE FD NCTIONS. UNLESS OTHERWISE INDICATED, TOP CN ORD SHALL HAVE PROPERLY ATTACHED 1�'t STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �FL �• "iMPOft rANi" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED \� •• BC DL 5.0 PSF DRW HCUSR151 02266035 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BD ILD THE TRUSSES IN CONFORMANCE WITH TP OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND : •••• ,� p A L P I N E BRACING OF TRUSSES. TO IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN A t = B C L L 10.O P S F HC-ENG M N M/MM A SPEC IF II:AT ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A853 IR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L�; OF T 0 T.L D. 42.0 P S F S E O N - 25487 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �/•• �� R104''•�� D U R.FAC. 1.25 FR0M LR �Ipine Engineered Products,lnc. RESPONSIBILITY SOLELY FOR THE TRUSS CONpUNENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS = Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BOIL DING DESIGNER, PER p NGS � of Au `onHS "' ••'surPl .,,,,_ secn ., � Sep 'P �1�E SPACING 24.0" -- "-- — (B0732- - B2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N 120 MPH WIND, 15.51 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, OT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 :W2 2x4 SP #2 N: WIND BCDL=2.5 PSF. ALCULATED HORIZONTAL DEFLECTION IS 0.42" DUE TO LIVE LOAD AND GABLE END SUPPORTS 8" MAX RAKE OVERHANG. .17" DUE TO DEAD LOAD. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. HE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE DOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. UPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS 8X8= ATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE ESIGNED BY THE BUILDING DESIGNER. MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. 3 X 5 0k BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 3X6111 ANGER= SIMPSON'S HUS26 3X50 1 8 ILL ALL NAIL HOLES. OTE: PECIFIED HANGER(S) BASED ON SOUTHERN PINE 8 3 X 5 + UMBER VALUES.REFER TO MANUFACTURER'S PRODUCT 5X5 ATALOG FOR PROPER APPLICATIONS. 3X6 III 5 X 7(R) III 6.5 L 3X5 � + T 12-10-8 5X7(R) /// + 1-2-15 3X513-4-12 L —1 6.5 3X8�i + 5 X 7 1-11 7 + 8-1-2 R=1087 U=359 R=1087 U=420 L 16-4-10 _I_ 9-5-14 17-10-0 T 8-0-8 fE 25-10-8 Over 2 Supports J Note: All Plates Are W1.5X4 Except As Shown. LT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.25" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1 4 9 8 8RACING. REFER TLr H18-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE _ INSTITUTE, 583 D'ONOFRIO DR., SO TE 200, MADISON, NI 53119), FOR SAFETY PRACTICES PRIOR TOft T C D L 7.0 P S F DATE 0 9/2 3/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � ,.•.,,./�� "IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �Q•Q�j'F� �t B C D L 5.0 P S F D R W HCUSR151 02266036 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �. r l'� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND + V- B C L L 10.0 P S F HC-ENG M N M MM A ALPINE BRACING OF TRUSSES THIS DESIGN CO Nf OR MS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _* / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COtINECt ORS ARE MADE Uf 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO A; OF Q T 0 T.L D. 42.0 P S F S E A N - 25495 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER L ORA NGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIN EERING �� � OUR.FAC. 1.25 F R 0 M L R 1pine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SDI TAB ILITY AND USE OF THIS p G\ Maines Cit)',FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER PER rF EN Ce ficateOfAU ri7ation#56 ANSI/TPI 1995 SECTIO 2 Sep �.r'r SPAJ24-0" (80732- - 83) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N 120 MPH WIND, 15.86 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, OT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. -FT END VERTICAL NOT EXPOSED TO WIND PRESSURE. CALCULATED HORIZONTAL DEFLECTION IS 0.31" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD. FLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ANGER= SIMPSON'S HUS26 ILL ALL NAIL HOLES. )TE: DECIFIED HANGER(S) BASED ON SOUTHERN PINE 6X8= UMBER VALUES.REFER TO MANUFACTURER'S PRODUCT ATALOG FOR PROPER APPLICATIONS. 3X5-- 3 X 5 8 8 r 4X4o� 3X50 3 X 5 i 6.5 L— T 13-2-11 5X7 (R) III 5X50 1-7-2 13-4-12 4X4oi J 6.5 1.5X4 III 3 X 5 2-3-10 6 X 6 8-1-2 1.5 X4 III I� 16-4-10 _�, 9-5-14 J f 17-10-0 T 8-0-8 25-10-8 Over 2 Supports j R=1087 U=362 W=3.5" R=1087 U=428 -T TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 E - Scale =.1875" Ft. **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151-499 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 10P CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 09/23/02 STRUCTURAL PANELS BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �`'L••• �• IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '(� BC DL 5.0 P S F D R W IICUSR151 02266037 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO •��� �t BUILD THE TRUSSES IN CON FORMANf.E WI TM TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND Off' �!n:_ B C L L 1 0.0 P S F H C-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS IN DESIGN _ SPECIFICATION PUBLI'HED BY THE AMERICAN FOREST AHD PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL,. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO s y FQ T 0 T.L D. 42.0 P S F S E A N - 25499 EAC 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 s�j�n• �� R�QP:•�4� D U:R.FAC. 11.25 F R 0 M L R Ipine Engineered Products,Illc, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS V ............ • , Hautes City, l- 33844 COMPONENT FOR ANY PAR(1C'LAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING 1) IGHER, PER Seo R ENG S PT Nr, A n,- ,Ce .�...�•�ofAu ^�:^nN56 ^NS17TP1 -. (80732- - B4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N 120 MPH WIND, 16.12 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT OT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. NO VERTICALS NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= 3X8= 3X5,i� 0-3-8 T 17-7-0 8 r— 3X5= 5X5 ie, 5X8. 3-9-0 5X5 3X5% 6.5 2-3-10 3X5 8-1-2 �E 17-2-1 _�s 8-11-15 17-9-12 T 8-4-4 26-2-0 Over 2 Supports R=1087 U=258 W=3.5" R=1111 U=563 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. LT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.1875" Ft. **WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T(, L L 20.0 P S F R E F R151-500 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5X3 U'ONOFRIO DR.. SUITE 200, MADISON, XI 53719), FOR SAFETY PRACTICES PRIOR TO NyyW PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED G~ TC DL 7.0 P S F DATE 0 9/2 3/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ���•Mqq�• **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 3 B C D L 5.O P S F D R W HCUSR151 02266038 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN DEVIATION FROM THIS DESIGN; ANY FAILURE TO i (`�t� ' �.•.�► p BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND Z •V B C L L 10.0 0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAT ID NAL DESIGN _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE w t Fes, TOT.L D. 42.0 P S F S E O N - 25504 'ON" TORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ==7 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER {rn; DRAWINGS 160 .A2. THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •C�•• R pplpP••�4 D U R.FAC. 1.25 FROM L R Opine Engineered Products,Inc. RESPONSle IF 1Y SOLELY FOR THE TRUSS COMPONENT DESIGN SH OHX. THE SUITABILITY AND USE OF THIS s is ••.,•,•.••" Iittines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER SePt'2 R80 E�.r" SPACING 24.0" [,Ce'['fi slr Of FAD n—finil#562.. .ANSI/ ::.1995 SE 2 (80732- - B5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. -OP CHORD 2x4 SP #2 N 120 MPH WIND, 16.12 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT (OT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. NO VERTICALS NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= 3X8= 1.5X4111 3X5 0-3-8 T17-7-0 B r 1.5X4 III 3X5= 5 X 5 i 5X8 3-9-0 5X5 4 X 4 6.5 2-3-10 4 X 4 8-1-2 1.5 X 4 III 17-2-1 _IS 8-11-15 �{ 17-9-12 T 8-4-4 1 �E 26-2-0 Over 2 Supports R=1087 U=258 W=3.5" R=1111 U=563 W=3.5" LT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.1875" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--501 BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANG BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED t T C D L 7.0 P S F DATE 0 9/2 3/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, -'2 `�• T� "*IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ,f `Q�iF�C B C D L 5.D P S F D R W HCUSR151 02266039 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO F •�`l� BU ILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABft ICAT 1NG, HANDLING, SMIPP IND, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIC,N CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = t t N& '_ BC LL 10.0 PSF HC ENG MNM/MMA SPECIFICATION PUBLISHED HY THE AMER l r_AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE { Z CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO =p •7' Q TOT.L D. 42.0 P S F S E A N - 25510 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DR.AWI NGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING . DUR.FAC. 1.25 FROM LR Upine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1I G\ Haines City,171, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SE AE�EN SPACING 2 4.0" —1.Ceyr;tificatenf.Aut110rization#567 AN—SI/TP—I[1-1995 SECTION 2. p ..� (80732- - B6) THIS DWG PREPARID FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 3P CHORD 2x4 SP #2 N 120 MPH WIND, 15.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT DT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. ND VERTICALS NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ANGER= SIMPSON'S HUS26 ILL ALL NAIL HOLES. OTE: PECIFIED HANGER(S) BASED ON SOUTHERN PINE UMBER VALUES.REFER TO MANUFACTURER'S PRODUCT 4X4= 3X8= 1.5X4 III 4 LOG FOR PROPER APPLICATIONS. 3X5! 4-I3-2 *117-0 1.5X4 III 3X5= 5X5� B r 5X8= 3-9-0 6.5 5 X 5 4X4! 2-3-10 4X4 8-1-2 1.5X4 III 2 17-2-1 Is 8-8-7 �I 17-9-12 T 8-0-12 1 fE 25-10-8 Over 2 Supports R=1212 U=378 W=3.5" R=1082 U=546 -T TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.1875" Ft. *B RACING—WARNING— TRUSSES TOSHIB 91REQUIRE(H.ANDLINGE CARE INSTALLING AND BRACING)H ANPUB)LISHED BYP TPI INSTALLING PL TEAND TC LL 20.0 PSF REF R151--502 INSTITUTE, 583 D'ONOFR ID DR., SUITE 2D0, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO �•MMr PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T0P CHORD SHALL HAVE PROPERLY ATTACHED ',-` ` T C D L 7.0 P S F DATE 09/23/02 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 1 ��i IFIC - BC DL 5.0 PSF DRW HCUSR151 02266040 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO f BUILD THE TRUSSES IN CON OR MANCE WITH iPl; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND g} • �•; ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PflOVISI0N5 Of NDS (NATIONAL DESIDN i t =# B C L L 10.0 P S F H C E N G M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE F f,ONNEC TORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L 9 S OF FQ� TOT.L D. 42.0 P S F S E Q N - 25517 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER %. DR AN INGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING IL C/n•F pg10p='�a�� (pine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THISuT�....... f�` D U R.FAC. 1.25 FR0M LR Hames City,FI 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S e D R •C1 ENV ,Ce r ArPofAu —ti,tl#56 ANSI/TPI 0„5 secTlO > Y SP Tnlr. A n (B0732- - Cl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N 120 MPH WIND, 19.04 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT OT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. EFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 4X4= 8 � 3 X 3 3X3 —, 8 3-11-14 5X7 (R) III 5 BALOON FRAME 3X6; 5 � 3 X 6 17-7-0 3X8 3X8% �--2-0-0—J Lc-2-0-0--;-J 5-11-8 5-11-8 LF 11-11-0 Over Continuous Support R=104 PLF U=68 PLF W=11-11-0 LT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/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 R 151--5 0 3 BRACING. REFER T? HIB (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON• WI 53719), FOR SAFETY PRACTICES PRIOR TO .»..M, TC DL 7.0 P S F DATE 09/23/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED, T 0 P CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. v�-• 9p -IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 5.O P S F D R W HCUSR151 02266057 PR UDUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �Q\t 8UILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND !!�(V� �L. A L P I N E BRAC NG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN p B C L L 10.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _ C,O NN FIT RS ARE MADE OF IDEA ASTM A653 GR,I GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO s.p:• = TOT.L D. 42.0 P S F S E Q N - 25520 OF EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ;� J' QJf DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING C�'• �� R`QP;•f'V��F D U R FAC. 1.25 F R 0 M L R Upine Engineered Products,111C. RE SPUNSIB ILITY SOLELY FOR THE TRUSS "UMP ONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS s cs •.•••••.. n� }'lames City,1'T 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER } V\� , Lc ^` of Au ^ on#5 <NS17TP1 I-IROS SECTI Sep R ®2EN � SP CING 4.n' (B0732- - C2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N :T3 2x4 SP #1 Dense: 120 MPH WIND, 20.70 FT MEAN NGT, ASCE 7-98, CLOSED BLDG, NOT OT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. ALCULATED HORIZONTAL DEFLECTION IS 0.42" DUE TO LIVE LOAD AND DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. .17" DUE TO DEAD LOAD. 4X4(R) III 7X10(R3X3�i 3X5O� ) �0 8 F— T3 8 6X6= 7-3-12 3 X 3 J 5 5 1 1.5X4 III 1.5X4 III 5X8o� 3 X 6 17-7-0 3 X 5(A1) + L--2-0-0-;J 10-11-4 10-11-4 J IE 21-10-8 Over 2 Supports R=1033 U=602 W=3.5" R=85 PLF U=43 PLF W=10-3-0 LT TYP. Wave TPI-95 Design Criteria: TPI (STD) , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.3125" Ft. *`WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R151--504 INSTITUTE, 583 D'ONOFR ID DR., SUITE 200, MADISON. NI 53719), fOR SAFETY PRACTICES PRI DR TO �N�w PERFORMING TNESE FUNCTIONS. UNLESS TITER INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED r• ~� TC DL 7.0 P S F DATE 09/23/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. 5 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED tIF� B C D L 5.0 P S F D R W HCUSR151 02266041 PRODUCTS, INC. SHALL 401 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO :�_(*� ���.► BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDL IN G, SHIPPING. INSTALLING AND Cis ALPINE GRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = f =+ B C L L 10.O P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOR AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASMTA 653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO a y OF Q TOT.L D. 4 2.0 P S F S E Q N - 25525 EON FAf.E OF TRUSS, AND UNLESS OHERWISE LOCATED ON TN[S DESIGN, POSITION CONNECTORS PER �� DRAWINGS ]60 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING $C/ /C[OR,QP' D U R.FAC. 1.25 F R 0 M L R Upine Engineered Products,InC. RESPON51 [L1 SOLELY FOR THE TRUSS COMPONENT DESIGN SNONN. THE SU HE TY AND USE OF THIS s A7�j .....••'( Haines City,FI. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DES iONER. PER N J{._� �v\ �firate Ol Aa ri—tion�S ANSI/TPI 1995 SE CTI N 2 SeP ""•„oiiiWWW �E., SPACING 24.0" (80732- - C3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. "OP CHORD 2x4 SP #2 N 120 MPH WIND, 20.88 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT OT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. ALCULATED HORIZONTAL DEFLECTION IS 0.30" DUE TO LIVE LOAD AND DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. .12" DUE TO DEAD LOAD. 4X4(R) III 3X5 0 30o 8 8 F— 60 = 7-7-15 _J5 5L— I.5X4 III 1.04 Ill -1,-17-7-0 3X5(Al) 3X5(Al) L--2-0-0-;;�J (< 10-11-4 - ��E 10-11-4 _I i 2140-8 Over 2 Supports 'I R=1047 U=608 W=3.5" R=911 U=444 W=3.5" LT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.3125'' Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 151--505 BRACING. REFER TO HIO 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 DNDR SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO FUT C D L 7.0 P S F DATE 09/23/02 PERFORMING THESE FUNCTIONS. S. UNN LESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `7 '�'/�a7� STRUCTURAL PANELS, B07T OM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �tIF'C'•.:/�` BC DL 5•0 PSF DRW HCUSR151 02266042 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO •N•• P BUILD THE TRUSSES IN CONFOR14ANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND . ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN f* j _+ BC LL 10.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Sii f CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TOi� FQ. T 0 T.L D. 42.0 P S F S E Q N - 25527 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER }(rl DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING °Cj ' F(OR110P�•� D U R.FAC. 1.25 FR0M LR Jpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS % u ........ Tialnes City,F1, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S e% E� LCertificateofAuthorization#567 ANSI/TPI 11995 SECTION 2 P _ SPACING 24.0" (60732- - C4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N 120 MPH WIND, 21.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT OT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. EFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 5X7= 8 1.5 X 4 III 8 (- 4X4 7-7-15 6X8= 3-5-7 .J5 51 ul - -0 5X5= 2X4(A1) 1.5X4111 L. 10-11-4 _I_ 6-3-12 r 5-11-8 '� 5-8-0 T 5-7-8 �E 17-3-0 Over 2 Supports R=737 U=355 W=3.5" R=712 U=373 W=3.5" LT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING- 5RARNGNG tREFER TOSHIBR 91 IR(HANDLINGE CARE IN INSTALLINGAAND BRACNNG)HANDLING,PUBLISHEDBYBYP TPI IN(TRUSSING AND PLATE TC LL 20.0 PSF REF R151--506 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 01HERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 09/23/02 ST UC.T URAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATT AC NED RIGID CEILING. VG '*IMPORTANT'* FURNISH A CO P'f OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �1 I BC DL 5.0 P S F D R W HCUSR151 02266043 PRODUCTS, INC. SHALL NOT BE RESPONS I8LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO •�•• •• r•� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND fff • F ALPINE BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN F • t j# B C L L 10.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED By THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE t CONNECTORS ARE MAO OF 2OGA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO '�' TE OF jQt T 0 T.L D. 4 2.0 P S F S E O N - 25529 EACH FACE T, TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �wT l DR AN IN 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i�sl••:C� RIOP'�ti,p D U R.FAC. 1.25 F R 0 M L R �1I1111C Engineered Products,Inc. RE)PONSIBIL[[Y SOLELY FOR THE TRUSS f.OMPONENT DESIGN SHONN, THE SUITABILITY AND USE OF THIS ••• � H111tte5 CIIy,FL 33544 COMPONENT FOH ANY PARTIf.UL0.R BUILDING IS THE ftESPONS[BILITV OF THE BUILDING DESIGNER, PER R SPACING 2 4.0" [I G LC CT�1f1G1[C Of/�lll IIZRIIOI1�56� ANSI/ 1995 SECTION 2. .:. ,.... ;.. $eP. -� (60732- - D1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N 120 MPH WIND, 18.90 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, OT CHORD 2x4 SP #1 Dense LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. 1 HIP SUPPORTS 5-0-0 JACKS WITH NO WEBS. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. EFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= 1.5X4111 s � 3-8-7 3-8-7 n In 0 1.5X4 III 2X4(Al) = 1.5X4 III L----2-0-0----J L. 5-0-0 _1_1-7-8_I 6-7-8 Over 2 Supports R=496 U=310 W=3.5" R=412 U=210 W=3" LT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.375" Ft. '`WARNING-" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--507 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1NRE TUTS, 583 ''UNCTIONOFRIO DR., SUITE 200, MADISON, NI 53119), FOR SAFETY PRACTICES PRIOR TO _..MM�Mhy T C D L 7.0 P S F DATE 0 9/2 3/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Ir' STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��L•�� r —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •� B C D L 5.O P S F D R W HCUSR15l 0226G04A PR UDUC TS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �� •� 8UILD THE TRUSSES IN CUN FORMANCE NITH TPt; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND •� ALPINE 'RACING OF TflUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL 1)' IGH i s BC LL 10.0 PSF HC ENG MNM/MMA SF'ECI FI IAT ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE e$ • CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO =�] = T 0 T.L D. 42.0 P S F S E O N - 25532 EACH FAf.E OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Q' Jpine Engineered Products,Inc. RESPONSIBILAWING 6ULTY SOLELYTFORHE STHE TRUSSEA ON If.OMPONEHi DE DS IGNTSHONNCEPTANCE HE OF PROVE SU[TAB[LITYONAL AND USEIOFEIHTS C/I 'F�ORIOP=\�w D U R.FAC. 1.25 FROM LR L CeHfic to oPAu or 7aortN 56 ANSICOMPONENT 1F1995Il SECTIONLpLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Sep R®B ENG,,. SPACING SEE ABOVE (80732- - D2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N 120 MPH WIND, 19.44 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT OT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. EFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 1.5 X 4 III 8 � 4-9-7 4-9-7 2X4(A1) 1.5X4111 L-2-0-0- i —6-7-8 Over 2 Supports R=437 U=266 W=3.5" R=240 U=202 W=3" LT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL/-/3/-/E/-/- Scale =.375" Ft. xBRAC1RI N G. **WARNING- TRUSSES TO H�BR91 (HANDLINGS INSTALLING AND BRACING),E IN FABRICATION, AN PUBLISHED BY TPI INSTALLING PLATE TC LL 20.0 PSF REF R151--508 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, XI 53119), FOR SAFETY PRACTICES PRIOR TO MM�����yMr PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 09/23/02 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V��••••-�/b_ -IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 5.0 P S F D R W HCUSR151 02266045 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ( •� BUILD THE TRUSSES IN CONFORMANCE NITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND F ' •� ALPINE BRAC[NG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 1 f t •* B C L L 1 0.0 P S F H C E N G M N M/MMA SPECIFICATION PUBL ISM BY THE AMERICAN FOREST AMD PAPER ASSOCIATION) AND TPI. ALPINE A t CONNECTORS ARE MADE OF 20GA ASTM A653 GR4D GALY, STEEL, EVCEPT AS NOTED. APPLY CONNECTORS TO OF �t,Q TOT.L D. 42.0 PSF S E Q N - 25534 EACH FAI.E OF TRUSS. ANO ONLESS OTHER NI SE LOCATED ON THIS DESIGN, POSITI DN CONNECTORS PER ���• V DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL IN •C/s Upine Engineered Products,Inc. OUR R.FAC. 1.25 FR0M LR ftESPONS IB[L ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Flaines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERs e RE�zE S P A C I N G 2 4.0" P .r ,, (80732- - E1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N 120 MPH WIND, 20.50 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT OT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP 8, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. ABLE END SUPPORTS 8" MAX RAKE OVERHANG. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. EE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND ,HIM ALL SUPPORTS TO SOLID BEARING. SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. DESIGNED BY THE BUILDING DESIGNER. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 4X4 8 r 8 +21-8-8 5X7(R) III + 6-10-14 + 20-0-8 3X3% 3 X 3 —1 5 5 1 + 3X6 +17-7-0 3X6 3X8% 3X8�� L__2-0-0-lE 6-4-0 SIF 4-0-0 SIE 4-0-0� I, 10-4-0 IF 10-4-0 �I 10-4-0 lT 10-4-0 1 20-8-0 Over 5 Supports —I R=393 U=375 W=3.5" R=447 U=376 W=3.5" R=509 U=399 W=3.5" R=172 U=180 W=3.5" R=283 U=180 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. LT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.3125" Ft. kB RACINGNO xREFERTRUSSES HIB 91 IB(HANDLINGE INSTALLNING AND BRACING)H AN PUBLISHED BY TPI INSTALLING PLATED TC LL 20.0 PSF REF R151- -509 1NSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ~ TC DL 7.0 P S F DATE 09/23/02 STRUCTURAL PANELS. aOTTOM CHORU SHALL HAVE A PROPERLY ATTAC BED RIGID CEILING. ,�L�,``.L -IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED { v F. B C D L 5.0 P S F D R W HCUSR151 02266046 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGN; ANY FAILURE TO ��� BUILD THE TRUSSES IN f,ONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND + j(�•••• 1F B C LL 1 D.D P S F H C-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OV iSfONS OF NDS (NATIONAL DESIGN SPE CIFICA7IOM PUBLISHED BY THE .4MER ICAN FORE 57 AND PAP Eft ASSOCIATION) AMD TPI. ALPINE + 1 }} CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 1 p s* TOT.L D. 42.0 P S F S E Q N - 25538 EACH FACE OF TRUSS, AND UNLESS UTHERWI SE LOC.ATED ON THIS DESIGN, POSITION CONNECTORS PER �� OF Q' DRAWINGS 160 A-:. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PR Of ESSIONAL ENGINEERING '+(T ../C�Op�QP.,•'�LV� D U R.FAC. 1.25 FROM LR alpine Engineered Products,Inc. RESPONSIBILITY SULELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS L \ Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER T1 ///�����jy.... G „ 'LC e�tific;ate of Au oriZaflOn ,,.ANSI/1...1995 SE 2 .J ..... .. s ;:..,.. .Sep Ep SPACING 4.- -. .. - (80732- - E2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. fOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.68 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT 30T CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. ;ALCULATED HORIZONTAL DEFLECTION IS 0.26" DUE TO LIVE LOAD AND DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1.11" DUE TO DEAD LOAD. 4X4(R) III 3X5-i 3 X 5 8 8 (- 7-3-1 6X8= —1 5 5 L- 1.5X4 III 1.5X4 III ,1-17-7-0 2X5(A1) 2X5(Al) L,;E-2-0-0--J I� 10-4-0 31F 10-4-0 _I 10-4-0 10-4-0 IE 20-8-0 Over 2 Supports R=997 U=601 W=3.5" R=860 U=433 W=3.5" LT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151--510 BRACING. REFER TO HIB-91 (HANDLING 3NST ALL3NG AHD BRACING), PUBL ISHEO BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP-CHORD SHALL HAVE PROPERLY ATTACHED �- TC DL 7.0 P S F DATE 09/23/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, JG•,'...G•:,/)�_ "*IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 P S F D R W 11CU$R]5] 027.66047 PRUDUC TS, [NC. SHALL NUT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .• � r� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND t S B C L L 10.0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THis DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ♦ l 82 _ SPECIFICATION PUBLISHED DY THE AMER If.AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i'37 OF 1.4c TOT.L D. 42.0 P S F S E A N - 25540 EACH FACE OF TRUSS, AND UNLESS OTH ERNISE LUC ATED ON THIS DESIGN. POSITION CONNEr TDRS PER LR` DRAWINGS 160 A-Z. THE SEAL ON THIS DR ANI NG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �L/�1'•.;l ORV D U R.FAC. 1.25 F ROM LR 1lpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS C0MP0NENT DESIGN SHOWN. THE SOITABILITY ANO USE OF THIS t� ..'' Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER S e p �.t,,R&D Et�1 S P P I N d 0 LC�t,ficafeOfAU oii7afiOU#S .;>..ANSISI/� 1995 <ECTi N12 .::. ;.: (80732- - P1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS HER, OP CHORD 2x4 SP #2 N 120 MPH WIND, 23.17 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT OT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. EFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD, EFER TO DWG PIGBACKA1001 OR PIGBACKB1001 FOR PIGGYBACK ETAILS. 4X4= 8T8 f 2-6-0 rl �}21-10-2 2X4(A1) = 1.5X4 III 2X4(Al) o� 9 7oI_ 9-71 I' 3-2-3 -----7-11-6 Over 2 Supports--� R=334 U=180 W=3.5" R=334 U=180 W=3.5'' LT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-LE/-/- Scale =.375" Ft. "WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151--511 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED~~� TC DL 7.0 P S F DATE 09/23/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. " IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED v * �', B C D L 5.0 P S F D R W HCUSR]51 02266048 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO t_�\1 • ,� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND Cir B C L L 10.0 P S F H C-E N G M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _•• Z 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 =p t TOT.L D. 42.0 P S F S E Q N - 25501 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A 7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s�C�• /�' '. OURFAC. 1.25 FROM LR i = . Opine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIT AB3L ITY AND USE OF THIS S s�. �OR10:,• ,,, IkXlnes City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER C 1,CCj�ifirsiN Of/All mstipn ANSA 1995 SECT[ N 2 Sep p rl Y!-�� _.. JP C1i NG4.0 ...:-_:- (B0732- - P2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N 120 MPH WIND, 23.34 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT OT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. EFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. EFER TO DWG PIGBACKA1001 OR PIGBACKB1001 FOR PIGGYBACK ETAILS. 4X4= 8 F- 8 2-10-4 inU }21-10-2 2X4(Al) = 1.5X4111 2X4(A1) 0 9710-9-71 1, 3-8-8 _I, 3-8-8 _I �----8-11-15 Over 2 Supports R=378 U=188 W=3.5" R=378 U=188 W=3.5" LT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL/-/3/-/E/-/- Scale ..WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151--512 BRACING. REF ER TO HIB-91 (HANDLING INSTALLING ANU BRACING), PUBLISHED BY TPI (TRUSS PLATE PERFORMING TOESEOFONOCTIONS FRIORUNLESST0THERWE 200'ISEOINDICATED, TOPICHORDFSHALLFHAVEPPROPERLY ATTACHED "Q4 RIOR TO »yam TC DL 7.0 P S F DATE 09/23/02 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. aVv �G_ -IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��'* Q'�� � '7f�_ BC DL 5.0 PSF DRW HCUSR151 02266049 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO •••• jF BUILD SHE TRUSSES IN CONFORMANCE WITH T➢1; OR FABRICATING, HANDLING. SHIPPING, INSTALLING ANO B C L L 1 0.0 P S F HC-ENG M N M J MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 1 • { _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L p'. OF Q TOT.L D. 42.0 P S F SEAN - 25506 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON IN DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��/Si'Ft QRvot-* D U R.FAC. 1.�5 �F M L R1 ine En ineered Products,Inc. RE SPONSIB[LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THISP Hainevs City,Fi. 33844 COMPONENT f0R ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Se � Cerfr—ta fAuth� 6 n#567 A I/TPI 119 SECTPOx P P .,� SPACTN 24 _ _ (80732- - P3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N 120 MPH WIND, 23.34 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT OT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. EFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. EFER TO DWG PIGBACKA1001 OR PIGBACKB1001 FOR PIGGYBACK ETAILS. 4X4= of� 8 2 10-4 (hT21-10-2 2X4(Al) 1.5X4 III 2X4(Al) 0�9 0-5-15 3-8-8 I 3-8-8 I 8-8-7 Over 2 Supports R=366 U=182 W=3.5" R=366 U=185 W=3.5" LT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151--513 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. ONLESS OTI{ERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 0 9/2 3/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��Lr **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED ,? B C D L 5.0 P S F D R W HCUSR151 02266050 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO j '�ZIFI�'•'•ti� BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND F BR ACINI, OF TRUSSES. THIS DESIGN CONFORMS WITT APPLICABLE PROVISIONS OF NDS (NAT ID DESIGN 2 i B C L L 10.0 P S F H C-ENG M N M/MMA ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) ANO TPI. ALPINE * d = CONNECTORS ARE MADE OF 20GA ASTM A653 GR4D GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 9 TOT.L D. 42.0 P S F S E Q N - 25512 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 I C/••.At 0RVA- 'EV O U R.FAC. 1.25 F ROM L R k1pnre Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS % V •....••••. Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Se LCe ^^* ofAutti '"L nN56-7 A S17TPI I Iqa SECTION 2 p pEQKEN SPACING 24.0 (80732- - 5'EJ NC) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N 120 MPH WIND, 18.90 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT OT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. EFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 20-11-4 R=98 U=180 8 3 8-7 3-8-7 17-7-0 R=65 U=180 �2XA1) L-2-0-0 ��E - 5-0-12 _I � 5-0-0 Over 3 Supports R=378 U=264 W=3.5" LT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 PSF R E F R151--514 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR.. SUITE 200, MADISON, WT 53719), FOR SAFETY P0.AC7ICES PRIOR TO TC DL 7.0 PSF DATE 09/23/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED 1. 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 t�FI� '•,� BC DL 5.0 P S F D R W HCUSR151 02266051 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO p BUILD THE TRUSSES IH CONfOR MANCE NITN TPI; OR fABR[C ATI NG, NAN DL IN G, SN IPF IHG, INSTALLING AND S B C L L 1 0.0 P S F N C-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN • t }+ SPECIE IC AT ION PUBLISHED BY THE AriERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE s} CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY COXNECtORS TO } •Q T 0 T.L D. 42.0 P S F S E A N - 25542 EACH FACE DF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S�S ��/ DRAWINGS 1E0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �/s:FC ORI. .... ' OUR.FAC. 1.25 F ROM L R Upine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOMN. THE SUITABILITY AND USE OF TN IS �` Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Se aE�FN 5 P A C I N G 24. LCCrtiflcaf. o (}lon�AL7,:.:ANSI/TPI 1 1995 SN 2A; .. p (B0732- - 5'HJ D45) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N 120 MPH WIND, 18.91 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, OT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. IPJACK SUPPORTS 5-0-0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 20-11-3 R=168 U=180 5.66 3-8-1 3-8-1 0-4-7 17-7-0 R=104 U=180 2X4(A1) -2-9-15 �� 7-0-14 --7-0-2 Over 3 Supports R=378 U=253 W=4.95" ILT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.375" Ft. ;B RACING REFER TOSES HIBR 9IU IRE EXTREME CARE IN FABRICATION,(HANDLING INSTALLING ANO BRACINGIHANPUBLISHED BYP TPI IN(TRUSSIPGATE TC LL 20.0 PSF REF R151AND --515 INSTLT UTE, HES DFUNCTION DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO ,`rMM'�M4M T C D L 7.0 P S F DATE 09/23/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED VV•'A�w7 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ';IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Z�FI BC DL 5.0 P S F D R W HCUSR151 02266052 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY IAT[ON FROM THIS DESIGN: ANY FAILURE TO _4�•••••••f� RU ILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND V- B C L L 10.0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES. TN IS DESIGN CUNF OR MS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN + SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR4a GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L A; FQ TOT.L D. 42.0 P S F S E Q N - 25544 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER fn S DRAWINGS 160 A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CTS,::�ORIOP•�w D U R.FAC. 1.25 FR0M LR Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TN IS G\ Haines City,F� 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S e p 'rR6a EK S P A C I N G S E E ABOVE LCe ry ofAut .. n#SFS sl/TPI I Ica sEcnnx 2; (B0732- - 3'CJ IL 1R) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. i0P CHORD 2x4 SP #2 N 120 MPH WIND, 18.24 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT 30T CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. )EFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD, 19-7-8 R=26 U=180 8 2-4-12 2-4-12 17-7-0 R=29 U=180 2X4(A1) L--2-0-0--1- -3-1-3—� 3-0-7 Over 3 SUDDortsl r� R=320 U=285 W=3.5" LT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL - 3 - E - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC L L 20.0 P S F R E F R151--516 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTf, 563 D'ONOFRIO OR., SUITE 200, MADSSON, NI 53119), FOR SAFETY PRACTICES PRIOR TO TC DL 7.0 P S F DATE 09/23/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t,. jy_ *`IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED \FIC*r*. B C D L 5.0 P S F D R W HGU SRL 51 02266053 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OFVIATION FROM THIS DESIGN; ANY FAILURE TO p BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND p C L L 10.0 P S F HC- BRACT E N G M NM J MMA ALPINE NG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN + _ _+ SPEC IV CATION 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 y; pp �� TOT.L D. 42.0 P S F S E Q N - 25546 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER :� j DRAWINGS 160 A I- THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING C/s,;!t pR�pP 4. D U R.FAC. 1.25 FROM L R alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �jr,�,�c SPA I'Iai Es City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Se RGItl C SPACING N G 2 4. " T Certificate ofAUthOn79tion#567 ANSI/TP] 1 1995 SECTION 2. P N � (80732- - 1'CJ 1L 1R) THIS DWG PREPARED [RUM COMPUTFR INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. -OP CHORD 2x4 SP #2 N 120 MPH WIND, 17.58 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT IOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. [EFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ROVIDE (2) 16d TOE-NAILS AT TOP CHORD. ROVIDE (2) 16d TOE-NAILS AT BOTTOM CHORD. 8 F 18-3-8 T 1-0-12 1-0-12 -� 17-7-0 �- 2X4(A1) 1-0-7 Over 3 Supports R=397 U=535 W=3.5" LT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale —NARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--517 BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 1'0"OFRIO OR., SUITE 200, MAOI SON, NI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7.0 P S F DATE 0 9/2 3/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ` u,A STRUCTURAL PANELS, 80ITCH CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `*IMPORTANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �'F(`V 'Y B C D L 5.0 P S F D R W HCUSR151 02266054 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO :(r-� �Of�,� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND V� BC LL 10 0 P S F HC-ENG M N M/MMA ALPINE BRACING OF 7R U SSES. THIS DESIGN CONFORMS WITH APPLICAH LE PROVISIONS Of NDS (NATIONAL DESIGN =f SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ��� S �� T 0 T.L D. 42.0 P S F S E A N - 25548 EACH 'ACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER L� Jpine Engineered Products,Inc. RESPONS10 IL DRAWINGSO[TY SULELYTFURHE SEAL THE IRUSSTHIS COMPONENT DESIGNTSH0WNACCEPTANCE HE SUITABILITYOAND USENAL TOFEIHIS 4RING /s' ORI�P'��� D U R.FAC. 1.2 5 FROM LR Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER('] Sep'PTCI@ ENG S p J{r I N 2 4 n LCeitit�ll'.BtCO0I778[iQll�{$ ANSI/TPI 1 1995. SN 2 #i-56 ASCE 7-98: 120 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE (1) 1X4 "LP BRACE . (1) 2X4 "L" BRACE (2) 2X4 '1." BRACE •' (1) 2X6 "L" BRACE " (2) 2X6 'T." BRACE GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B #1 / 2 3' 7" 6' 3" 6' 5" 7' 4" 7' 7" 8' 9" 9' 0" 11' 7" 11' 11" 13' 9" 14 0" BRACING GROUP SPECIES AND GRADES: SPF #3 3' 6" 5' 5" 5' 5" 9" 8' 9" 11' 1" IV 1" 13' 9" 13' 9" GROUP A: HF STUD 3' 6" 5' 4" 5' 4" 7' 1" 7' 1" 8' 9" 8' 9" 11' i" 11' 1" 13' 9" 13' 9" SPRUCE-PINE-FIR HEN-FIR W STANDARD 3' 6" 4' 7" 4' 7" 6' i" 6' 1" 8' 2" 8' 2" 9' 6" 9' 6" 12' 11" 12" 11 t 2 STANDARD 1 #2 STUD c 1 3' 11 6' 3" 6' 8" 7' 4" 7' 11" 8' 9" 9' fi" 11' 7" 12' 6" 13' 9" 14' 0" 3 STUD 3 STANDARD S P #2 3' 10" 6' 3" 6' 8" 7' 4" 7' 11" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" N #3 3' 8" 5' 6" 5' 6" 7' 4" 7' 4" 8' 9" 9" 3" 11' 5" 11' 5" 13' 9" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE dicmDFL STUD 3' 8" 5' 6" 5' 6" 7' 3" 7' 3" 8' 9" 9' 3" 11' 3" 11' 3" 13' 9" 14' 0" STUD STUD STANDARD 3' 7" 4' 9" 4' 9" 6' 3" 6' 3" 8' S" 8' 5" 9' 9" 9' 9" 13' 2" 13' 2" L STANDARD STANDARD 1 "2 4' 1" 7' 1" 7' 4" 8' 5" 6' 8" 10' 110' 4" 13' 3" 13' 7" 14' 0" 14' 0 S P F " #3 4' 0" 6' 7" 6' 7"' 8' 5" 8' 5" 10' 1" 10' 1" 13' 3" 13' 3" 14' 0" 14' 0" HF STUD 4' 0" 6' 7" 6' 7" 8' 5" 6' 5" 10' 1" 10' 1" 13' 3" 13' 3" 14' 0" 14' 0" GROUP B: W STANDARD 4' 0" 5' 8" 5' 8" 7' 6" 7' 6" 10' 1" 10' 1" 11' 8" 11' 8" 14' 0" 14' 0" '> 1 4' 6" 7' 1" 7' 8" 8' 5" 9' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" HEM-Elft s P1 & BTR 2 45" 7' 1" 7' 8" 8' 5" 9' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0 1 #1 W #3 4' 3" 6' 9" 6' 9" 8' 5" 8' it" 10' 1" 10' 7" 13' 3" 13' 11" 14' 0" 14' 0" STUD 4' 3" 6' 9" 6' 9" 8' 5" 8' 10" 10' 1" 10' 7" 13' 3'" 13' 9" 14' 14' 0" SOUTHERN PINE DouctA®H DFL STANDARD 4'• 1" 5' 10" 5' 10" 7' 8" 7' B" 10' 1" 10' 3" 11' II" 11' 11" 14' 0" 14' 0.. 1 2 4' 7" 7' 10" 8' 1" 9' 3" 9' 6" 11' 1" 11' 5" 14' 0" 14' 0" 14' 0" 14' 0" 2 2 S P F #3 4' 5" 7' 8" 7' 8" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" STUD 4' 5" 7' 7" 7' 7" 9' 3" 9' 3" il' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" O HF STANDARD 4' 5" 6' 7" 6' 7" 8' 8" 8' 8" 11' 1" 11' 1" 13' 5" 13' 5" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: JG` 1 5' 0" 7' 10" e' 5" 9' 3" 10' 0" 11' 1" 11' 11" 14' 0" 14' 0" 14' 0" 14 0" ,�j #2 4' 10' 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' 11" 14' 0" 14' 0" 14' 0" 14' 0'" LIVE LOAD DEFLECTION CRITERIA IS L/240. nj #3 4' 8" 7' 10" 7' 10` 9' 3" 9' 9 11 1' li' 8" 14' 0" 14' 0" 14 0" 14 PROVIDE UPLIFT CONNECTIONS FOR 105 PIF OVER DFL STUD 4' B" 7' 9" 7' 9' 9' 3" 9' 9" 11' 1" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 4' 7" 6' 8" 6' 8" 8' 10" 8' 10" 11' 1" 11' 5" 13' 9" 13' 9" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" ABOUT,S J OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ' + PLYWOOD OVERHANG. GABLE TRUSS ATTACH EACH "1." BRACE WITH IOd NAILS. 2X4 #2N OR BETTER * FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. DIAGONAL BRACE OPTION: T + IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. VERTICAL LENGTH MAY BE 18" * **FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. DOUBLED WHEN DIAGONAL y { + IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. BRACE IS USED, CONNECT I L L I "L" BRACING MUST BE A MINIMUM OF 80% OF WEB DIAGONAL BRACE FOR 740# BRACE MEMBER LENGTH. AT EACH END. MAX WEB *# TOTAL LENGTH 1S 14'. GABLE VERTICAL PLATE SIZES I 2X4 SP OR DF-L STUD VERTICAL LENGTH NO SPLICE OR #3, SPF I11/T2, H-F #2 18" VERTICAL LENGTH SHOWN OR BETTER DIAGONAL + + + LESS THAN 4' 0" 1X4 OR 2X3 IN TABLE ABOVE. BRACE; SINGLE OR L -I- GREATER ;;'s;', BUT 2X4 y DOUBLE CUT (AS SHOWN) GREATER THAN 11' 6" 2.5X4 AT UPPER END. ONTINUOUS BEARBi j% + REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. - x■WARNING■• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF ASCE7-98-GAB12015 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR„ SUITE 200, MADISON, WL 53719) FOR ,_ T DATE 09�10�01 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, [f TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL •7 HAVE A PROPERLY ATTACHED RIGID CEILING. C DRWG A12015EC0901 U-IMPORTANT-■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINtIFI E ::(��••••••q " ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS V• DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, • t 471 -ENG HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 7 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA p STA ALPINE TE ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF lK`t AX, TOT. LD. 60 PSF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Al,� A-pp10P=• POMPANO BEACH,FLORIDA ENGINEERING EE ING RESGS 60 PONS BILIAY SOLELHY SFOR ATHIE GTRUSS CTOMPONENT TDENSIGN OF N. THONAL •1►. �F•,;-p•EN��� SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Sep 24'MQ •• » I(�AX. SPACING 24.0' RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 2X6 "T" GABLE DETAIL REINFORCING GABLE VERTICAL PLATE SIZES MEMBER SYW 2X4 'T" VERTICAL LENGTH PLATE IF PLATES REINFORCING ABOUT + FOR LET-IN VERTICALS BETWEEN CHORDS SIZE OVERLAP*- MEMBER LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENAIL LESS THAN 11' 6" GREATER THAN 11' 6" 2.5X4 2.5X8 Q REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. + IF GABLE VERTICAL PLATES OVERLAP, USE A + TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) EXAMPLE: 2X4 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE GA LE VERT CAL + 2X4 4 2X8 APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR LENGTH SBCCI WIND LOAD. TYP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED "T" REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 7 10 7. + 15 FT 2x6 40 7. 50 7. 110 MPH 2x4 10 7. 10 7. 30 FT 2x6 50 7. 50 7. 100 MPH 2x4 10 7. 10 7 15 FT 2x6 30 7. 50 7. 100 MPH 2x4 10 7. 10 7. 30 FT 2x6 40 7. 40 7 + + PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 90 MPH 2x4 20 7. 10 715 FT 2x6 20 7. 40 7. RIGID SHEATHING ATTACH EACH "T" REINFORCING MEMBER WITH 90 MPH 2x4 10 7 10 7 HAND DRIVEN NAILS: 30 FT 2x6 30 7. 50 7. 4 TOE NAILS 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 10 7 20 7 AND B0170M CHORD. 15 FT 2x6 10 7. 30 7. p GUN DRIVEN NAILS - 0.131" X 3": 80 MPH 2x4 20 7. 10 7. REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. MEMBER 30 FT 2x6 20 7. 40 7.THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE 70 MPH 2x4 0 7. 20 7.15 FP 2x6 0 7. 20 7. OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS 70 MPH 2x4 10 7 20 7. GABLE TOENAILS 30 FT 2X6 10 7. 30 7. TRUSS SPACED AT A11015EN0699. A10015ENO699, A09015EN0699, A08015ENO699, A07015EN0699 4" O.C. Al1030EN0699, A10030ENO699, A09030EN0699, A08030EN0699, A07030EN0699 EXAMPLE: ASCE 7-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 MEAN ROOF HEIGHT = 30 FT A13030ECO901, A12030ECO901, A1103OECO901, A10030ECO901, A08530ECO901 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 S11015ENO699, 510015EN0699, 509015EN0699, S08015ENO699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 107. = 1.10 S11030EN0699, S10030EN0699, S09030EN0699, S08030EN0699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" 4 TOE AILS SEE APPROPRIATE ALPINE GABLE DETAIL ASCE OR SBCCI MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH ( 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 ..WARNING-' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF LET-IN VERT INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1. 53719) FOR ­ffipoo­�% SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, uA DATE 10/24/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL •'•"7 HAVE A PROPERLY ATTACHED RIGID CEILING. t'FI --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE :_4Ql• �C• DRWG GBLLETIN1001 7ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ttt CC�1'- DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, iyff -ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ,p AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA STATE 11 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF i AX TOT. LD. 60 PSF ALPINE ENGINEERED PRODUCTS,INCTRUSS. DRAWINGSD160NAEZS THEN SEALS ON THISED ON DRAWINGIS DESIGN,INDICATES ACCEPTANCEOFOFCTORS PER PROFESSIONAL �/s ........ OHIOP•�4. POMPANO BEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE .. ENG\ DUR. FAC. ANY RESPON IIBILITYDOFSTHEE BUILDINGFOR PERANY ANSI//T ANSI/TPI 1-11995BUILDING SEC SECTION 2 THE Sep 2�4''M,{ �N » MAX SPACING 24.0 ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4BRACE (1) 1X4 "L" BRACE * (1) 2X4 "L" BRACE * (2) 2X4 "L" BRACE ** (1) 2X6 '1," BRACE * (2) 2X6 1" BRACE *• GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 / #2 3' 5" 5' 11 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" BRACING GROUP SPECIES AND GRADES: S P F #3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" GROUP A: H F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" SPRUCE-PINE-FIR HEN-FIR W Q STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' B" 7' 5" 7' 5" 8' 7" 8' 7" il' 8" 11' 8" 1 z srANDARD z s__ UD 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13 1" 14 0" 1 #3 STUDr V3 1 STANDARD S p #2 3' 8" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 6' 9" 10' 3" 10' 3" 13' 1" 13' 9" DOUGLAS FIR-LARCH SOUTHERN PINE di CQ DFL STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" 33 STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11" STANDpRp STANDARD SPF1 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" j� #3 3' 10" 6` 0" 6' 0" 7' 11" 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" HF STUD 3' 10" 5' 11" 5' 11" 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" GROUP B: W O STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 11.- 10' 6" 10' 6" 14' 0" 14' 0" > 1 4' 3" 6' 9" 7' 3" 8' 0" 6' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" HEM-FIR 1 k BTR sp #2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" 1 W #3 4' 0" 6' 2" 6' 2" 8' 0" e' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" DFL STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' D" 12' 5" 12' 5" L4' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" l0' 9" 13' 10" 14' 0" 14' 0" 14' 0" 2 2 SPF #3 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14 0" HF STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" O 11 STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: 1 4' B" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6 11' 4" 13` 10" 14' 0" 14' 0" 14' 0' d sp #2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. CQ #3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" I1' 0" 13' 10" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER DFL STUD 4' 5" 7' 0" 7' O" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 4' 4" 6' 1" 6' 1" 8' 0" e' O" 10' 6" 10' 9" 12' 5" 12' 5" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' O" SYMMOUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUTI PLYWOOD OVERHANG. + ATTACH EACH "L" BRACE WITH 10d NAILS. GABLE TRUSS 2X4 p2N OR BETTER i FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. DIAGONAL BRACE OPTION: T + #�k FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. DOUBLED WHEN DIAGONAL VERTICAL LENGTH MAY BE 18" * IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. BRACE IS USED. CONNECT "L.. L + 'L" BRACING MUST BE A MINIMUM OF 60% OF WEB DIAGONAL BRACE FOR 87011 BRACE MEMBER LENGTH. AT EACH END. MAX WEB ** TOTAL LENGTH IS 14'. t GABLE VERTICAL PLATE SIZES 2X4 SP OR DF-L#2, OR BETTER DIAGONAL VERTICAL LENGTH NO SPLICE 18 * R VERTICAL LENGTH SHOWN BRACE; SINGLE OR LESS THAN 4' 0" 1X4 O2X3 GREATER THAN 4' 0 BUT IN TABLE ABOVE. i DOUBLE CUT L 1 + + + LESS THAN il' 6" 2X4 y (AS SHOWN) AT UPPER END. GREATER THAN 11' 6" 12.5X4 ON-16115 BEARIN + REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. x■WARNING■• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF ASCE7-98-GABI2030 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DATE 09/10/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRWG A12030ECO901 .IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE �Q.T�FiCq ENG NEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS Cl" DESIGN; ANY FAILURE TD BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, !s —ENG HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH • i N&* i APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ALPINE F AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA s9'. STATE OF TO EACH ALPINE ENGINEERED PRODUCTS,INC. TRUSSASTMAAND,653 UNLESS THERWISER40 GALV. STEELEXCEPT LOCATEDSONOTHS DESIGN, POSITIONAPPLYRCONNECTORSFACE PER DFs;:!�LOR1�P•�4� TOT. LD. 60 PSF DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL POMPANO BEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ;•��p ENG SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Sep MAX. SPACING 24.0" RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. "*+....*N�* „ c PIGGYBACK DETAIL IMPH WIND, 30-00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, 80 MPH WIND, 30.00 FT MEAN HGT, SBC, 100 MPH WIND, 30.00 FT MEAN HGT, ICATED ANYWHERE IN ROOF, 100 MI FROM COAST, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF CLOSED BLDG, LOCATED ANYWHERE IN ROOF, AT 1, EXP C, WIND TC DL=5,0 PSF, WIND BC DL=5.0 PSF, WIND TC DL=5.O PSF, WIND BC DL=5.0 PSF. EXP, C, WIND TC DL=5.0 PSF, MIND BC DL=5.0 PSK ,OTE: TOP CHORDS OF TRUSSES SUPPORTING PIGGYBACK CAP TRUSSES MUST BE ADEQUATLY BRACED BY SHEATHING OR PURLINS. PROVIDE DIAGONAL BRACING OR OTHER SUITABLE iNCHORAGE TO PERMANENTLY RESTRAIN PURLINS. ,ETAIL A FIAT TOP CHORD <= 12' PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON (0.148"x3-) NAILS, 12" MIN RIGID SHEATHING OVERLAP WITH 8d COMMON (0.131"x2.5") OR GUN NAILS IN OVERLAP ZONE SPACED AT 4" O,C, FLAT TC BRACING PER ENGINEER'S SEALED DESIGN DETAIL B FIAT TOP CHORD <= 20' PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON (0148'13") NAILS AND 4' 2- 2' 4' SECURED WITH 2X4 #3 GRADE SCAB (I SIDE ONLY) ATTACHED WITH 10d COMMON NAILS AT 4" O.C. 2' 2' FLAT TC BRACING PER ENGINEER'S SEALED DESIGN CAP TRUSS TOENAILED TO TOP CHORD BRACING AND SECURED WITH 3X8 TRULOX PLATES (EACH FACE) AT EACH END AND AT 1/3 POINTS, DETAIL C CIRCLED NUMBER INDICATES REQUIRED NUMBER OF 0.120" X 1.375' NAILS PER FACE. SEE DRAWING 160TL FOR TRULOX INFORMATION. FLAT TOP CHORD <= 30' IN LIEU OF TRULOX CONNECTORS, ALPINE 62PB SPECIAL PIGGYBACK CONNECTORS MAY BE USED, SHOP APPLY TOOTHED PORTION, FIELD ATTACH TO MATING TRUSS WITH (4) 0,120" X 0,375" NAILS MINIMUM EACH FACE, FLAT TC PER G /An rAo - 4) 8d COMMON NAILS (0.131 X26") X wwx I/v SHEATHING GUSSETS (EACH FLAT �C BRACING Y /2' RATED PER ENGINEER'S FA M BE USED IN LJEU OF TRULOX PLATES. SEALED DESIGN ATTACH WITH (8) 8d COMMON NAILS PER GUSSET, N (4) IN CAP BC AND (4) IN BASE TRUSS FLAT TC, THIS DRAWING REPLACES DRAWINGS 581,670 & 961,860 *AWARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL PSF REF PIGGYBACK INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 VIINGFRIO DR,, SUITE ZOO, MADISON, WI, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC DL PSF DATE 10/24/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BUTTON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, IIII(IMPORTANT-Ka FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE C DL PSF DRWG PIGBACKA1001 ENGINEERED PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS • Al PINE DESIGN, ANY FAILURE �O BUILD THE TRUSSES IN CONFORMANCE WITH TPIj OR FABRICATING, C LL PSF —ENG DLJ/KAR HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH N& APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE x AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF ZOGA $TATE OF' T, LD. MAX 60 PSF I GRIO GALV - STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF •,. - _ b. SS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �91� •:,IORIO-,* 'ZVAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ....... R. FAC, I A 5 rLY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE —IT FOR ANY PARTICULAR BUILDING IS THE Sep 2 ANSI/TPI 1-1995 SECTION 2, SPACING 24.0" HORD 2X4 #2 OR BETTER :HORD 2X4 #2 OR BETTER PIGGYBACK DETAIL WEBS 2X4 #3 OR BETTER SPANS UP TO ;R TO SEALED DESIGN FOR DASHED PLATES. JOINT RE PIGGYBACK VERTICALS AT 4' OC MAX, TYPE 30' 34' 38' 52' ? AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE NOT DIRECTLY OVER ANOTHER, A 2X4 2.5X4 2.5X4 M3X5 iGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO RUSS TOP CHORD WITH 1,5X3 PLATE. B 4X6 5X6 5X6 5X6 tTTACH PURLINS TO TOP OF FLAT TOP CHORD, IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD Of SUPPORTING TRUSS. C 1.5X3 I�6X4 1.5X4 1,5X4 REFER TO ENGINEER'S SEALED DES'IGN FOR REQUIRED PURLIN SPACING. D 5X4 5X5 5X5 5X6 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: 110 MPH WIND, 30' MEAN HGT, ASCE 7=93, CLOSED BLDG, 130 MPH WIND, 30' MEAN HGT, ASCE 7-98, CLOSED 4X6 OR 3X6 TRULOX AT 4' OC, LOCATED ANYWHERE IN ROOF, I MI FROM COAST BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP. C, E ROTATED VERTICALLY CAT, 1, EXP C, WIND TC DL=5 PSF, WIND BC DL=5 PSF WIND TC DL=5 PSF, WIND BC DL=5 PSF 110 MPH WIND, 30' MEAN HGT, SBC ATTACH TRULOX PLATES WITH (8) 0120" X 1.375" NAM, OR ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO WIND TC DL=5 PSF, WIND BC DL=5 PSF BE CONNECTED. 'REFER TO DRAWING 160 TL FOR TRULOX FRONT FACE (E,*) PLATES MAY BE OFFSET FROM BACK FACE INFORMATION. PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2XI 2 #2 OR BETTER I WEB BRACING CHART A En En A En EA WEB LENGTH REQUIRED BRACING Ep u E rl u Ep AE E 0' TO 7'9" NO BRACING IX4 "r" BRACE. SAME GRADE, SPECIES AS WEB 20' FLAT TOP CHORD MAX SPAN 7'9" TO 10' MEMBER, OR BETTER, AND 807 LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB B MEMBER. ATTACH WITH 16d NAILS AT 4" OC, EITHER PLATE OPTIONAL C LOCATION IS SP 8 at�-, B ACCEPTABLE B SPLICE C PIGGYBACK SPECIAL PLATE B f C ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF ----------- 2' C FABRICATION, ATTACH TO SUPPORTING TRUSS WITH L 'I 0 EITHER H AE T ACCEPTABLE p LOCATION N LATE IS A TA LE TYP, B (4) 0.120' X 1.375- NAILS PER FACE PER PLY. APPLY C PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND B SPACE 4' OC OR LESS. C B J'Al C 0 B 0 2" �- C-Typ' C 12 c 00 12 - MAX Vj 8 1/4" *ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. THIS DRAWING REPLACES DRAWINGS 634,016 634,017 & 847,045 wwWARNING*9 TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED MAX LOADING REF PIGGYBACK BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, DATE 10/24/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL 55 PSF AT HAVE A PROPERLY ATTACHED RIGID CEILING, . ........ 1.33 DUR, FAC. w-IMPORTANTwx FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE DRWG PIGBACK131001 NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS .�v ENGINEERED PRODUCTS, INC, SHALL $ 4 PINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 50 PSF AT -ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH N& APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 1,25 DUR. FAC. "MERICA.N FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA :p STATES : 11 GR40 GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of .1 47 PSF AT OTHERWISE LOCATED ON THIS DESIGN, POSITION COW, 41 F-CTURS PER �'IORJ'ot ItAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i ul, I.......... 1.15 DUR FAC. 11-Y FOR THE TRUSS COMPONENT DESIGN SHOWN. THE FOR ANY PARTICULAR BUILDING IS THE Sep 2 ED L L24LO-Lj -1 ANSI/TPI 1-1995 SECTION 2. SPACING PLAN REVIEW COMMENTS Permit Application # Applicant: Address: q 41 Soc> e¢ ' Project: aq, Your application is approved n Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by -7l 7 Signed hPrf cS_ k�jr ate Contractor Notified Date *: 9 OCT 1 6 2002 BY: City of Atlantic Beach 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 • http://wwwlci.atiantic-beachM.us BUILDING PERMIT APPLICATION FOR SINGLE-FAM LY OR TWO-FAMILY.(DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS,MOVING OR DEMOLITION) DATE aoB ADDRus I x-16?)_ L-dwe I W a u APPLICANT 'on. , ADDRESS Q4 0 at iA48 rll r----g PHONE: ,2q L 314-1 LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER+ ZONING DISTRICT CONTRACTOR PJl,{ �8``I i ( �"�()1 S STATE LICENSE NUMBER ) ADDRESS 6A44Q 50(.l•- j �C-C�(?�Ik"YIIC_lfb n—f-, PHONE CITY aC�C` '1 _ (� t,°9' L' ZIP y C�i STATE I s - FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE 4amilorSl PRESENT USE OF LAND OR BUILDING(S) N Gy e VALUATION OF PROPOSED CONSTRUCTION JL:,qSo q. G � Is this an addition? If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? i3 ew electri or increase in service? New plumbing fixtures? '' New fireplace? — New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? If yes,please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL. MATE NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow allsteps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6!18!02 1LJk, RIECEITEI: OCT 1 6 2002 BY: City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • FAX (904)247-5805 . http://www/ci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FANIILY OR TWO-FANULY.(DUPLEX-) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS,MOVING OR DEMOLITION) i ,, DATE S I I (o] JOB ADDRESS �..�.(; M i Wry'( (j APPLICANT_ -ii' n , �jo r,, ADDRESS 9440 '` h iUj_ rh : Y- _WIq PHONE: ,,.24(a `31 LZ LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER_ZONING DISTRICT . CONTRACTOR j,{ i \,k)IQ 1'( Ilt)/S STATE LICENSE NUNMER C PX, ADDRESS 2440 Soak 1CJC'('cb K/irf(' _(/yCL4 � -�� PHONE o�q Co - ,�_7Lf� CITY J G C�S i'1 f�p9 f C'_ �'�"'�"t '41 STATE � ZIP �� FAX p�4 Lt's DESCRIBE PROPOSED USE AND WORK TO BE DONE �1 PRESENT USE OF LAND OR BUILDINGS) N CNS VALUATION OF PROPOSED CONSTRUCTION _ 1&QL4c Q q• C)V Is this an addition? —No If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? - r3 ew electri or increase in service? New plumbing fixtures? New fireplace? _-- New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? If yes,please suilmit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATEA�? �INO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 9G4-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Departrnent of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of 6/18/02Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor-Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Deparanent, which is located at the Atlantic Beach City.Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including seibacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ,OR�M�ATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER �-" � s DATE.—loll k I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND. CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION. BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. ~``l SIGNATURE OF CONTRACTOR I " �tr4-�--' �L- DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION f (PLEASE PRINT) NAME (... Bck , MAILING ADDRESS �) i' J � i ]/� P f PHONE c 7 FAX (�� _71Q(0 E-MAIL J�fa�Y'?o a lxJeon(ior me.- '¢,)m SWORN AND SUBS`�1y�IHD,UL�Ty��ORE ME THIS �7I DAY OF ,., pS�E eF��++,,���i STATE OF FLQID �{,� TVAL �� V �VpRY NOTARY'S SIGNATURE =Z: DD092737 ;a AS TO OWNEi;y • p Personally]mown •�i�� 0�° ❑ Produced identification �1�A•�po4ded SI" �� �O`�� Type of identification produced '� '•�bllcUnde�•• � �. �f'i,"ID, 8TASE �� `'% AS TO CONTRACTOM*�rI iPersonally known. ❑ Produced identification Type of identification produced 5118/02 PLAN REVIEW COMMENTS Permit Application Applicant: C Address: o Project: NO3 Your application is approved ov, o Your permit application has been reviewed and the following items need Q attention: MA-W el - , 04 AL Please re-submit your application when these items have been completed. Reviewed by 20-221y7a� Signed Date f61�/Z Contractor Notified Date RECEIVED nr,T 1 6. 2002 City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 322 Phone: (904)247-5800 • FAX (904)247-5805 . http://www/ci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FANIILY.(DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS,MOVING OR DEMOLITION) DATE JOB ADDRESS 03?) Care 1 VVa u APPLICANTon . ADDRESS c 4 0, 141 PHONE: .9_432LZ LEGAL DESCRIPTION: BLOCK NU +MBER LOT NUMBER ZONING DISTRICT CONTRACTOR Jy I`(E11)1fS STATE LICENSE NUMBER (' ADDRESS �244()Spc,c 41` -DCh 7 r Ly PHONE o q fo x!4-7 CITY �, SLY14"h'I(L' t�"Y'v^�C�t STATE �=' ZIP FAX `'f Ct'' DESCRIBE PROPOSED USE AND WORK TO BE DONE 1' PRESENT USE OF LAND OR BUILDING(S) s11p'CNt VALUATION OF PROPOSED CONSTRUCTION �("��c�c� 7 • 00 �l Is this an addition? / O If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? ;�I ew eQ lectri or increase in service? New plumbing fixtures? New fireplace? --- New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? AA0 If yes,please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL. MATE ? NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit PROCEDURE: (In order to expedite issuance of permits, please follow allsteps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6118/02 STEP 3. Please submit Energy Code Fors,Notice of Commencement,Owner/Contractor-Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Deent, which is located at the Atlantic Beach City.Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including seibacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Departinent of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT FORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER a � �� DATE.— loll b k I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND. CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION. BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR DATE r/ ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME L (STIL- _ MAILING ADDRESS So o-'11 " Ll � C PHONE c � FAX�� 710(D E-MAm (�I�P�^d6 1;n4 Co Vl(/ICF'VeS SWORN AND SUBS IH L /ORE ME TMS 1(0-441 DAY OF (. X77 �.� Q.RE....eFcc. STATE OF FL Q ID• • f3�r �3_VAL .` •G VARY f -1,0+• 0 NOTARY'S SIGNATURE �N:*= Z DD092737a= AS TO OWN i:y .p— 2/Personally known 0�° 1(t. ❑ Produced identification Type of identification produced AS TO CONTRACTOZ..i►►►►►► [g ersonally known. ❑ Produced identification Type of identification produced 5118/02 2 0 7f1('T i 6 2002 City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • FAX (904)247-5805 . http://wwwlci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FANHLY(DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS,MOVING OR DEMOLITION) ,� `. , DATE JOB ADDRESS_ - uu rc 1 V1r'a() APPLICANT � tt `` ], ADDRESS s� �Yct j j G� t�' �'ll_I :T PHONE: c24L STLI LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER ' ZONING DISTRICT r CONTRACTOR 1.( � 1'1[ti STATE LICENSE NUMBER �'_CS?IQ--33 ADDRESS A440 JCC 41'tJ_-AC RIf(C.Lvap-t PHONE CITY 5a& Vfi J I e ?'�-,,t C�i STATE ZIP FAX 4 Le DESCRIBE PROPOSED USE AND WORK TO BE DONE 4 , PRESENT USE OF LAND OR BUILDING(S) N W C VALUATION OF PROPOSED CONSTRUCTION I • 00 Is this an addition? /( o If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled?_ ew electti or increase in service? New plumbing fixtures? New fireplace? --- New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? AAIf yes,please sut,}mit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATE NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit PROCEDURE: (In order to expedite issuance of permits, please follow allsteps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone: (904)247-5834 6/18/02 jTEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor-Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Defwment, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including seibacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT AL FORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER ..� DATE. � I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND. CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR @` t✓'-�— �— DATE aj ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME L -J� MAILING ADDRESS � � � ' 1r' 1 P PHONE24 3.74-1 FAXQW(,i 71Q(0 E-MAIL t�f�lYP4'pCC$ CCVI�CW l }J�J'1 SWORN AND SUBSID 1ORE ME THIS I1 DAY OF .�`PRE(�L�eF�i�4 STATE OF FL( bi •�• �SfJVAL NOTARY'S SIGNATURE AS TO OWN y D0092737 a= personally Down � ❑ Produced identification '��A• ,0,17ded Zf-t�A--0�`- Type of identification produced UD. F� C,,S;A' p AS TO CONTRACTOM. % [Personally known ❑ Produced identification Type of identification produced 5118/02