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616 Paradise Ct (vault) JOBADDRFSS .(o l�) 0-i-ad l b( 10.02u r TYPE WORK PROPERTY OWNER4&-�' _ TBZF.PHONE ' a 7�r J coNTRACTOR f TELEPHONE PERMrrNUMBM �4a `7 DATE 2,/ I ; INSPECTIONS: FOOTVVG -- SLAB 3 - TIE BEAM LINTEL NAH-NGASHE4nu2vq FRAMMC71COVER MSULATION FINAL BDZLDING `7 a •� C 7 TF7CATE OF OCCUPANCY -7- pecvf ctpc_V 4 tiu42M Skecevox-7 -WOOZ ELEC7VCAL PERMIT# 3 74�(o !!� INSPECTIONS ROUGE '� I -LI 0-2-I -1 0 FINAL -- 645 MEc7TANIG4L PERMIT# ?,"7�G`� 4 .2:31 o l INSPECTIONS ROUGE 121 FINAL_ 2---- �,--f�S PLUMMNGP.£R1M INSPECTIONS ROUGUVWER TOPOUT Ll 11-2402- ' WATE1�LrSEWJER .�._ d Z FINAL NOTFS• BUILDING, PLANNINGAND ZONING INSPECTIONDEPARTNENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor: L°.�?�K, �. Building Permit Number : a 3 a7 Addrass . Lec=1 Descriction: t J Improvements to the above described property have been completed in accordance with the terms of the pe snit and is certified to be ready for occupancy as Z) ()7i Lowest Floor Elevation: Z. 13 , required as bui t BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire &/ & // Public Works `Q Z Building Jun-24. 2002 10:33AM BESTCON, Inc, HD-5312 P- 1 FROM :CLARSON & ASSOCIATES FAX NO. :904 3% 2533 Jun. 24 2@02 99',15RM P?- MAP 2MAP SHOWING BOUNDARY SURVEY OF LOT 15 AS SHOWN ON MAP OF PARADISE COVE AS RECORDED IN FLAT 1300K 33, PAGES E2 & 82A OF THE CURRENT PU9LIC MCORDS OF DUVAL COUNTY. FLORIDA. FOR DESTCON, INC. BEARING CE BEARING SMOIIIN OM,RIGHT-OF-WAY LINK MiREON IS THE SAME AS NNL-QN INE ABOVE MENTIONED a�vAnp+ 13.8 KERS TO NATIONAL GEODETM VOMCAL DATUM. v KV-e PARADISE cot1RT j u� 2 ' nnr (BD' FLIGHT OF WAY) of Riluiltl 4 u:1 N87-23.540-oW as 4 ar�d ii'` ' 7:'*%'- CH= . D_0042 47' PO 2S.48, P DELTA=11' '.tn' 7. 7♦ PO V Ufa, PT ,�.•" .-��;s'coNCR611�e! ' ,.': °., Y, JCA CASEMENT M6Nf r y VwfL PENCE 10'7('10'JEA PAP �V AMJDRNA d EAkENT LOT 15 cp CtlNCfliTE WALK h 'pan N OD 1e r 7.4' CC � ✓�� +:PJ1Ta i 7.$ 1 a 1 STORY VINYL 4t r Q " SIDING " ODwCLUNG I{1F18 0 W 0 12" EAVES 0 J tV e1N FL EL (IJL15) M w p N O7.4 © NO Z _ 7.4• ;i 16'PIfC .M,.$.�•..1 INLET a•wall DOOM d S$9 36*14'fW 50.00' KESTNER ROAD (50' R/W) FINALSURvEY: ROM F9VND ALL IRONS I �� CnFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE LE ND: m" CHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH giAPTER 9107-6, FLORIDA �No�Tr u ADMMlSr RA n VE CODE (PURSUANT TO SF(111AN 479 097, F-LMOA STATUTES), AND FURTHER CERnFY THAT i / rouNo�Ka+liS"i7p;T TF1lRE ARE NO VISIBLE FNt710ACriMENTS UPON TNF SUBJECT PROPERTY FXCFPT AS SHOWN. OCL r 1704 �A�, �� a�wN ��c INCu ANpI[ AlliFl. THE LAT SlA1V!<ti'eD H ON APPEARS 10 LIE WIIW FLOW �Rr'� AND ASSMAIM C+. mnen - '9P Ail MAUL)MON THE ROM W*ANCE RAIE 10A3 NA1170 ASE..JACKSONVULt FL.32207 � PQOtOMRO MAPk OBW"rrT PANEL,ND 12pp7S-OODID•DA70 4--17-8D. 1 W 01"AlURE TMKNCY BtC.POINT OF REVERgC p1p� SURVFYFn Ff'RRIIARY 22 , 2002, f mo cryw'OUNDGMVE ySCALE: 1" a.R.v.OFF>CIM. ti+01JAaE RLGRIER RVHYOR N0..7,ROmOl% J'F'A• iNt FICL,D BOOK 677 PAGE-19, 25 JOSE A. WILL JP.. " 1>Fae wE. 1�E Received Time-Jun-24vgIID WITHOUT FAISMSED SUR%EyUW0 VAL FL CODPLA I DEVELOPL= INFORMATION Location:: ? Type of Development: Flood Zone: Required Lowest Floor Elevation: 4-D . 2, If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. CONDAENTS: Applicant Acimbwledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all;phcprovisions of Ordinance No. ?5-7-11 and all other laws or ordinances aff the proed velopment. Date licanIf s Signature Departs Use: Required Lowest Floor Elevation f 2 As Bu&Lowest Floor Elevation % 3 - Survey Filed with Building Departaoent , Building DepartmentRepreseatative NOTICE TO: Water Department FROM: Building Department DATE: /' ` r'{ _ f' 2-- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Add r ss ERU Number -------------------- ------------- -------------------------- -------------------- ------------- -------------------------- -------------------- ------------- --------------------------- ------------------- ------------- --------------------------- ------------------- Sincerely, Pat Harris Building Department CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: i +f I Address: 616 PARADISE COURT Owner: BESTCON, INC. ATLANTIC BEACH, FLORIDA 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 23427 I Date: 7/01/2002 Fe. ` DON C. FORD, C.B.O. L—Poet in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: I i Address: 616 PARADISE COURT Owner: BESTCON, INC. ATLANTIC BEACH, FLORIDA 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 23427 Date: 7/01/2002 1 DON C. FORD, C.B.O. Post in a conspicuous apace _ J CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: I Address: 616 PARADISE COURT Owner: BESTCON, INC. ATLANTIC BEACH, FLORIDA 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY I f Permit Number: 23427 Date: 7/01/2002 i L DON C. FO D, C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: I I I Address: 616 PARADISE COURT Owner: BESTCON, INC. ATLANTIC BEACH, FLORIDA 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY I Permit Number: 23427 I Date: 7/01/2002 DON C. FORD, C.B.O. Post in a conspicuous space L — — -1 1 CERTIFICATE OF OCCUPANCY { This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: I Ii I j Address: 616 PARADISE COURT Owner: BESTCON, INC. ATLANTIC BEACH, FLORIDA 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 I r Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY i Permit Number: 23427 Date: 7/01/2002 DON C. FO D, C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH j CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: I I 1 i i I j Address: 616 PARADISE COURT Owner: BESTCON, INC. ATLANTIC BEACH, FLORIDA 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 i Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 23427 Date: 7/01/2002 1 i DON C. FORD, C.B.O. { Post in a conspicuous space N, .47Q5 � i _!gin 4. 2��2 4 ?_IPti� �ESTCON, 3167-201 s.Sir_ DWFer JA=X90KV=NAZ_ L 3 lune 4,2002 - 'ED ,.2002RECEIV Mr. Don Ford i City of Atlantic Beach Inspection Department vuti 4 ^l# 800 Seminole Road, Atlantic Beach FL 32233 City ofi Atlantic Beach Building and Zoning 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. Y s truly, r ' ns Dynamic Electhc. Inc. Re: 15 Paradise Cove Residence: Buettner Address: 616 Paradise Court Permit#: 23427 CITY OF ATLANTIC BEACH I MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23908 Address: 616 PARADISE COURT Permit.Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):' Block: Section: Square Feet: Subdivision: MARSH OAKS Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 4/22/2002 Name: BESTCON, INC. Total Fees: 50.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 50.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 4/22/2002 Phone: (904)246-3747 Work Desc: INSTALL GAS FIREPLACE CONTRACTOR (S) APPLICATION FEES FIRST CHOICE SUPPLY INC. :"` ` ^ ;;w ="`-h- 50.00 `i.:�31':.may ;t - NOTICE _ TION BUILDING MATERIALrt = = IC SPACE,AND MUST BE CLEARED , FAILURE TO COMPL IN THE PROPERTY - OWNER PA - .ISSUED ACCORDING TO APPRD ND SUBJECT TO REVOCATION FOR VIOLATIOR OF APPLICABLE PRO - aper: CH KYLE Type: OC Draver: 1 = Date: 4/22/82 81 Receipt no: 447. 14 PUNITS-BUILDING 1 $5852 58 88 AT TIC BEACH UILDIN 616 PINNISE CT CK CHECKS 2147 $58.68 Trans date: 4%22/82 Tim: 16:89:58 Rpr ie 02 09: 48 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC.CAGN,ILO11/A 1111, APPLICATION FOR MECHANICAL PERMIT CKL�q Nuwl.[It IMPORTANT—Appiicanf to compWo all items in sections I.II, 111, and N. ioc.�r,or Of 101n010§ IU1tDING p,� RJRD:S C'av e t.1.N.R.1.. IL IDENTI CATION —To be compieted by all applicants. M....Wo-tt.. .1 1w..11 yi—S.. 4.1.7 .A. k..d.w,il.fi; 1h.A— 1t./•....1..4,.1y woote I.0-(0—..N.rk 1,—664-4..flI f11.1-11-444 pi... ..a ,.N{fluflu..hi4h .,• . p.» k.'"I ..W I. .N..d..N.i1h M.CRT 1 J-60-111."A.m..4.4.bd.0d. .l M.w. Nail..lIowo IN...i.. N.w.h W, M.1 r /�A CuMUN.. �t` i C.t�,,,cr .i44 Moo.I NI q..A O.,• �' -W Aft b.r 111. I TION �. Typo 1 W14111 wolf a. S3 aT1091 67oNiT1111Rl00 e[IMe aOM[OM V,P� Mswass.asa alrty T V N1Awi Q Cr1+.t IIMUIy Q OI ►[NY T t:t V[MYNe 3 Z SOM Q OMr�—Ss«M i!/1 IV. mwm4m;�z loWlktlR m IS fow^L w fMriMOF WONX .f w.►• n++• ..1..11 Mr. Mr t. 111 -flsNs.nt111 a C3 W1n.n.teifU Q' hwt Q 1" Q a.a...J O G.fwl G lr.. P:"w SwIlfAao Q OTA t`.I.w. kw—L.. Iwo— Q ib}11ew~t of 14lnne vivion j M..1w.11 NMdW tJa � New InAWlteft(Na 1y111n1 leRnlwflly I1A1fl.q . Q bM1r.1..NN Q wafto"or a1K+.to 441611M Wskm Q Oe1.r s".1eT Q 6..11.E 11..tt 6MAM �,Ihn► Q PI1.�w llNwkw 1111 iR� Q ilw.laf q Y.1JIh O s...l.r.. I wi"1 THRs SPA=ba awl"V=cwtr '0.s1...a.�r1.rd I•�•1•►r! ISI 13., toomAd Q In a1}1111r� (.1nr..� Q Irlfloodlplr.w w4 Q 1101n l.1wA ApEwi br fl cow-F-5..111 hr1r1/1� tsre� sa;arisslrr rat N210 ><{TRtOW►riON s�urTssslrs AX&T1NG i TV)WACzs,7OUARA.TiiLnAcm Iormumboor tjem 7?w11}L3,11% 2911.1)HERS" +IST TAN= 1u.w..y >rammw.&o...acr r wasim,s.es sow f .ea DSR.e.1..r i CITY OF Office of Building Official +� EQUEST FOR INSP CT� 1191N ,� Z�o li at f �_,,,.��+ Permit No. im Cjy# A. Rec ed Job Add res AMBING Owner's Name Contractor IL ING CONCRETE I A ' MECHANI rammg FooGanem Re Roofing ❑ b ❑ Temp PoleTop Out y/ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer (0' Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday (:: A.M. Inspection Made Z P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ A Date 49 //►/11��a��,� //CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time r Received PM• Job Ad ss ooality (n^ Owner's � � Name Contracto BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating ` Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tue Oed Thurs. Friday P.M. A.M. Inspect Made ✓�\ -RM. In ector Final Inspection ❑ Certificate of Occupancy ❑ } t A Date s �-s CITY OF ri&mac. //e440.4-0;&U ,�,�2 Office of Building Official 22 rr REQUEST FOR INSPECTION Date ��J l/ Permit No. ;—> Time A.M. Received P.M. Job Address Locality Owner's Name Contractor BUIL CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ / Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation C9/ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. es. Wed. Thurs. Friday P.M. �f,V v`"J�V� A.M. Inspection Made PM. Inspector Final Inspection ❑ Vk Certificate of Occupancy ❑ Date CITY OF �l�.iti�c /.3eacls-�lauda �. ^ 1 Office of Building Official REQUEST FOR INSPECTION 4. Date —�� Permit No. t2 Time A.M. Received P•M Job Ad ress j Lo ity Owner's Name -�--� l ,Contractor., BUILDING CONCRETE LECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ ouah 1^iri�� -s Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ p Out ❑ Heating Insulation ❑ Lintel ❑tnal ❑ ewer ❑ Fire Place ❑ Pre Fab RI E 10A.M.Mon. Tues. Thurs. Friday P.M. �^1 - A.M. Inspection Made —P.M. Inspector— Inspector Final Inspection ❑ Certificate of Occupancy❑ Date CITY OF S "" -/1 4&4094.0 Bim- a ir Office of Building Official REQUEST FOR INSPECTIO a3 Date t,� 'Z Perm Time A.M. Received PM. Job Address Locality Owner's 4-5— A / `— '' ► 1 ntractor BUILDIN CONCRETE ELECTRICA PLUMBING _ MECHANICAL raming ❑ Footing ❑ oug iring ❑ oug ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues.. P. ( Wed. Thurs. Friday M. �C L�l©11 A.M. Inspection Made P Inspector Final Inspecti0 Certificate of Occupanc Date 1` �,� CITY OF rigdaa �C Bead- Office of Building Official REQUEST FOR INSPECTION y Permit No. �� Date — Time A.M. Received P.M. bb Address ,/ Locality Owner's (_ � Contractor f✓` sr li Name -�"-J BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION �7 MTues. Wed. Thyrs. Friday P.M. Inspection Made Inspector Final Inspection ❑ Certificate of OcfyPaa y G� Data � morlcla Uepartment of Agriculture and Consumer Servicies Bureau of Liquefied Petroleum Gas P.O.Box 6720 Tallahassee, Florida 32399-6720 i i License Numbe': 15068 Business Mailin Address: Licensed Location Address: i FIRST CHOICE SU PLY, INC. FIRST CHOICE SUPPLY; INC. 1041 FOXMEADOW TRAIL 1041 FOXMEADOW TRIVIL MIDDLEBURG, FL 132068 MIDDLEBURG, FL 32066 i The liquefied pe roleum gas license at the bottom of this form is valid ONLY for the company located at the address on the license. Each business location of a company must be licensed. All LP Gas Licenses must be renewed annually. Any license allowed to expire shall become inoperative bec use of failure to renew. The fee for restoration of a license is equal to the original license f e and must be paid before the licensee may resume operations. I Pursuant to Chapter 527, Florida Statutes, LP gas licensees must present proof of licensure to any consumer, owner, or end user upon request when engaged in the business of servicing, testing, repairing, maintaining or installing LP gas systems and/or equipment. For future corre4pondence, please make any needed corrections or changes to your business mailing address and/or your licensed location address and return the UPPER PORTION with corrections to: 11 ll�lorida Department of Agriculture and Consumer Services Bureau of Liquefied Petroleum Gas P.O.Box 6720. Tallahassee, Florida 32399-6720 i I Cut N•►• State of Florida i Department of Agriculture and Consumer Services Division of Standards License Number: 15088 Bureau of Liquefied Petroleum Gas Expiration Date: AUGUST 31, 2002 as (850) 921-8001 Date of Issue: SEPTEMBER 01, 2001 POST LICENSE ! License Fee: $200.00 CONSPICUOUSLY Tallahassee, Florida Type and Class: 0408 Liquefied Petroleum Gas License Specialty Installer C - App liances, Equipment and Piping GOOD F�R ONE LOCATION This license is issued under authority of Section 527.02, Florida Statutes, to: FIRST CHOICE SUPPLY, INC. 1041 FOXFOEADOW TRAIL MIDDLEBURG, FL 32068 CHARLES N. BRONSON /nC�ITYOF � �_�� 4& lls" -Tf4Yi�l�ii(i Office of Building Official f REQUEST FOR INSPECTION Date —2— 'L/ 'Z Perm' No Time Received _ Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUkw : MECHANICAL Framing ❑ Footing O Rough Wiring ❑ g O Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewerire Place ❑ Pre Fab READY FOR INSPECTION / Mon. Tues. Wed. Thurs. f f Friday P.M. Y A.M. �! . Inspection Made pM, Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF J,-Y-5 C47 S7!3 Office of Building Official REQUEST FOR INSPECTIO �t(� Date Permit No. Time A.M. Received / �P% s^ n C / ddres cality Owner's � Name —Contracto 17 BUILDING CONCRET ELECTRICAL PLUMBING MECHANICAL Framing o mg Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. n`Tues. Wed. Thurs. Friday P.M. A Inspection Made �( 1 2� `bZ '(T� Inspector al Inspection ❑ Certificate of Occupancy ❑ Date CITY OF 4&44s& Be4c.A-40 Office of Building Official REQUEST FOR INSPECTIONt j/��/,/� Permit No. —234— 1 A. ved _ P,M. r3 0- . Job Address Locality !r's t Q :t)� f'} Contractor �� 51 .DING CONCRETE ELECTRICAL PLUMBING MECHANICAL ng ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ :)ofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating lion ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Tues. Wed. Thurs. Friday P.M.' / A.M. ction Made P.M. ctor Final Inspection ❑ C� C' o-n d w c,�� h efa�t()g Certificate of Occupancy❑ �e Date CITY OF 4& Bim-0; Office of Building Official REQUEST FOR INSPECTION .n Date (3 `(5 Permit No. Time 1 , Received ! P Job A,,�essity Owner's )21� Name _ Contract &- \ BUILDING CONCRETE ELECTRICAL �PLWUMBIN� MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ gFj READY-EOR INSPECTION Mon. Tues. Wed. Thurs. FridaA.M.Inspection Made VP.M, Inspector Final Inspection ❑ Certificate of Occupa Date 774- a 5? a u n��// CITY OF �� oq&4ff4C Q�-A;&uJ s Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time M. Received P.M. Owner' Name Contractor- BUILDING CONCRETE ELECTRICAL BIN MECHANICAL Framing ❑ Footing ❑ ou ig ❑ ug .,Air Cond. & ❑ Re Roofing ❑ Stab 101TPot �❑ p 0 t Ll Heating Insulation ❑ Lintel 0 F 1b ewer ❑ Fire Place ❑ Pre Fab R DY WNSP5gQK �- Mon. Tues. Wed. ( Thurs. Friday Inspection Made Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF 4&aa& f3e4CA- Office of Building Offi ial REQUEST FOR INSPE i Date d x(22 C z Permit No. Time A.M. Received / PM.1� hoAd t Job Address Locality Owner's Name Contractor BUILDING �Foonq RET ELECTRICAL PLUMBING MECHANICAL Framing ❑ ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab x Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION 11 A.M. Mon. Tues. Wed. Thurs. FridayP.M. A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date Z O o LL Ctoo Z o x l o _O L Q Vd0 LL 06 � C . W LL r CMIX J E cV CU fD CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23874 Address: - 616 PARADISE COURT Permit Type: PLUMBING ATLATNIC BEACH, FL 32233 Class of Work: IRRIGATION/DRAINAGE Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot(s):15 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 4/15/2002 Name: BESTCON Total Fees: 25.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 25.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 4/12/2002 Phone: 1904)246-3747 Work Desc: INSTALL LAWN SPRINKLERS CONTRACTORS APPLICATION FEES H2O MANAGEMENT, INC. 25.00 - - FN : .,: 'TJ' c�N1 ; ! ..47 . �C'1.. A •y,. � ( k��G k� �gr'ytv�fn'Yt .T4Y:9 M +�� a•' xyC� � ,z\ ",' t ✓• N' i^ r 4. N 2 � sx'�" - �+' i,y �.i�M tlri p•. �i ,tx't� �.gE �'' }°� S ;,k3 .?`' �� .r�± F:y . y .fig" iF' R A NOTICE 1 1 xp ATLT24OR ifs I _ ECTION . ..Y ...^ M ..y `�.,, ,'' �k t� -An#�1'S�,;�P �: q,,y°•3��x `3'",wtl '".d;ii `z °'#c BUILDING MA NOTICE iFIf { � °` I Pt A IN.PUBLIC. SPACE, AND MUST i ... . 1f1fi4tIr1sI �' :) 1llt . A R OWNER IAI Tum "FAII 1 IRF r_ Tn C)MPI' w CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT . ..PEF MM[ INFORMAT[OiVi *trt J, . # r.w. ..r 1r CArTlO .[I1IP' Permit Number: 23766 ~ Address: 616 PARADISE COURT Permit Type: ELECTRICAL ATLATNIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot(s):15 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: = r._z.. r Date Issued: 4/01/2002" Name: BESTCON Total Fees: 50.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 50.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 3/29/2002 Phone: (904)246-3747 Work.rDes�cv: INSTALL 200 AMP SERVICE ,., i .w.. 'k. ..�? .TRACTO DYNAMIC ELECTRIC COMPANY R.M. 50:00 77 Vf s r ` NOTICE ICT[ # E. T4 PECTION ' BUILDING MATERIAL* LIC SPACE,AND MUST BE CLEARED i3 H _�oi' 1r#Yt' }ER € ►JTt flR "FAILURE TO COMP ' r T171- A IN THE PROPERTY OWNER . . ISSUED ACCORDING TO APPRO ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR Oper: DSMITH Type: 0C Drawer: 1 Date: 4/81/08 81 Receipt no: 46332 14 PERMITS-BUILDING 1 $50.88 ez, �. Trans number: 860785 ATLANTIC BEACV BUILDI PT. CK CHECKS 3314 $58.08 CITY OF ATLANTIC BEACH, FLORIDA .,-.�er APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 41? -4aV,�- IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH AREA PART HEREOF,AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ,ELECTRICIIAN(SSIGNATURE C/ JOURNE /� _,¢ 14AME �c7l ADDRESS: 16v14Pa2�0 L��tk Rf'?`___,_80X BLDG.SIZE BETWEEN: RES.IkZEAPT.( 1 COMM.( ► PUBLIC( 1 INDUS.( 1 NEW( 1 OLD( 1 REW.( ► ADDITION 1 1 TRAILER ( I TEMP.( I SIGNS 1 1 SQ.FT. SERVICE: NEW U'T INCREASE( 1 REPAIR ( I FEE CONHUCTOR SIZE O AMPS 46e COPPER ( 1 ALUM.(41-*"' WATCH OR BREAKER ol� AMPS PH J W I 4WVOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 3 1.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. I OVER - - -� APPLIANCES BELL TRANSF. AIR H.P.RATING N.P.RATING CbNbltIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT OVER MOTORS MOTORS H.P. VOLTAGE . PHS NO. 1 N.P. VOLTAGE PHS a ISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN. FORWARDED S TOTAL FEES ! CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23780 Address: 616 PARADISE COURT Permit.Type: MECHANICAL ATLATNIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lots)-.15 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: ..QW-NER INF+QRMATION Date Issued: 4/03/2002 Name: BESTCON Total Fees: 47.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 47.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 4/02/2002 Phone: (904)246-3747 Work Desc: INSTALL HVAC AND DUCT SYSTEM COIIITRACTO S APPLICATION PEES MCGOWAN'S HEATING &AIR COND 47.00 Y v f � s I ywr NOTICE. - y� . � ;� .�- � � TION .. BUILDING MATERIA)� - MUST BE CLEARED LIC-SPACE,AND "FAILURE TO COMP - IN THE PROPERTY OWNER ISSUED ACCORDING TO APPRO ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE P Oper, DSM1TH_ Type: OC_ Drawer: 1 Date: -4/83/02 81 Receipt no.. 45844 ATLANTIC BEACH UILDING DEPT. 1Tran5�R�6eSr.DUILDiNG 1 347.08 88134! CK CHECKS 24230 347.08 Trans date: 4/03!82 Time: .,. `. BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. k LOCATION Street Address: OF Intersecting Streets: Between And BUILDING �� ;, Sub-division W 1r, II. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of MechanicalMcGowan' S Heating & Air— Contractors Contractor (Print) Cond. Inc . Master CACO-18970 Name ofY h/ /� M-48 Property Owner J n 1 r Ili Signature of Owner Signature of or Authorised Agent Architect or Engineer III. GENERAL INFORMATION A' Typo of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON � � — Ehlctric THIS BUILDING OR SITE? ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION 0 ��( Q Oil PERMIT (/ ❑ Other — Specify IV. VICHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back f this form) 0I Residential or ElCommercial Heat 13Space 13 Recessed Central O now New Building Air Conditioning: ❑ Room � Central )) ❑ Existing Building Duct System: Metoria I bar SS Thickne 1 El of existing system New installation(No system previously Installed) Maximum capacity 0CC c.f.m. ❑ Extension or add-on to existing system ' Q Refrigeration ❑ Other — Specify ❑ Cooling tower: Capacity q•P m. Q Fin sprinklers: Number of head Q Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ .Gasoline pampa (number) (Reaiwd) (]. Tanks. (number) Remarks Q LPG contain*K (number) Q Unfired pressure vessel P•rmif Approved by Dat Q Other — Specify Permit Fee, MEW ALL EQUIPMENT AIIt CONDITIONING AND REFRIGERATION EQUIPMENT C:Hmdty wA� Number Units DwcrlpUoa Yodel Number Manufacturer ( ) PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: ( Co '. /I�+ :D Js E CT OWNER: F -F< [� 1. Determine Occupancy Classification of the structure. Select occupancy classification I� , which most accurately fits the use of the Building. (Chapter 133) [✓j 2. Determine actual physical properties of building. [�J' a. Determine building area each floor. (Area definition Chapter 62) [ b. Determine grade elevation for building. (Grade definition Chapter B2) [ C. Determine building height in feet above grade. (Height definition Chapter 62) (•� d. Determine building height in stories. (Story definition Chapter 62) [ �]' e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 62) [ f. Determine percent of exterior openings per floor. 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 66) a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) [ b. Check allowable height and area increases permitted. (Chapter 135) [✓]� 4. Check detailed Occupancy requirements. (Chapter 64) [�]' 5. Check detailed Construction requirements a. Fire Protection of Structural Members (Chapter B6&Table 8600) [�,] b. Fire Protection Requirements (Chapter B7 and Table B700) [✓J/ C. Means of Egress Requirements (Chapter B10) [ ] d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [� 6. Review design as related to standards. (Chapters B16-B26) [ 7. Check other requirements as necessary. [ J a. Construction projecting into public property(chapter B32) [ ] b. Elevators and conveying systems(Chapter B30) [ ] C. Sprinklers,standpipes and alarm systems(Chapter 139) [ d. Use of combustible materials on the interior(Chapter 138) [ e. Roofs and roof structures (Chapter B15) [ f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other CD CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: Don C. Ford, Buildi g Official don/sb.1 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE 62f CZr 0 a-,- SIGNATURE OF CONTRACTOR ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE/PRINT) NAME Akers-rc o/'y,�� `/�C . I MAILING ADDRESS )2VV / L9,040-4h &-a-CA A /0kl J CSL K�SC�rt✓•C�Ii ll- �y�(� PHONE QD 2�6,3 N 7 FAX 90// 02 T5o•7l oL�n / E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS��/ DAY OF tc�cGLc.c fc pZOD oC/ STATE OF FLORIDA,COUNTY OF DUVAL / ) NOTARY'S SIGNATURE AS TO OWNER: Personally known ❑ Produced identification , HEIDEWO1111AN0 Type of identification produced NOTARY PUBLIC•STATE OF FLORIDA My COMMISSION EXPIRES DEC.28,2003 COMMISSION NO.CC897712 AS TO CONTRACTOR: Personally known ❑ Produced identification HEIDEWOLFQANO Type of identification produced NOTARY PUBLIC•STATE OF FLORIDA MY COMMISSION EXPIRES DEC.26,2003 T COMMISSION NO.CC897712 01/02/02 CITY OF ATLANTIC BEACH PERMIT CAfLCULATION SHEET Address 6 t 6XAVLS F- C f, Date ;2 Q Z Heated Square Footage @ $ per sq ft = $ Garage/Shed _=p @ $ per sq ft = $ �d I Carport/Porch @ $ per sq ft = $ v Deck _@ $ per sq ft = $ N (, Patio @ $ per sq ft = $ TOTAL VALUATION: $ �� — -/6 o $ C f( C Total V luatiy 1st $ (0 o . Remaining Value $3. per thousand or portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ .- d BUILDING PERMIT FEE $ � WATER IMPACT FEE $ SEWER IMPACT FEE $ S WATER METER/TAP $ CAPITAL IMPROVEMENT $ 21 SEWER TAP 1$ (0-6f ) RADON (HRS) . 0050 $ 67,71 , C SECTION H PAVING ( ) $ --t� - HYDRAULIC SHARES $ - CROSS CONNECTION $ �.- (IS�� SURCHARGE .0050 $ 2 ,o _ OTHER $ GRAND TOTAL DUE $ ci `3 Z ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: REQ ' D City Of Atlantic Beach Building and Zoning 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 PERMIT APPLICATION FOR REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION DATE / ' �0 ' 0� APPLICANT 13E,57-(f /0 ADDRESS o? yCU SouTH ,6cf! 10A-AIVV�1X 13r"HONE: 1�b4 02 . J ZY 7 ADDRESS WHERE WORK IS TO BE PERFORMED PROPERTY APPRAISER'S REAL ESTATE NUMBER ZONING DISTRICT CONTRACTOR /04ZIG SCJ, NIC,4`OL.S /�O1V.'1r1 STATE LICENSE NUMBER CR- 0022_365 ADDRESS 2 a/ p &tRTH ��f-f/G!t �,,&GIJ 4� �1�f X d lCf f PHONE �O 7` �� CITY 1 Ck SUM 1 i&rC//��a.6CSTATE FL ZIP 022,56 FAX �D DESCRIBE PROPOSED USE AND WORK TO BE DONE /VZ6J s Q rn.cJL &2__P_94� PRESENT USE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION Is this an addition? /U6 If yes,what are the dimensions of the added space: /1/iq feet by A11,A feet Will the added area be heated and cooled? S New electrical or increase in service? I S New plumbing fixtures? 1�� New fireplace? � ) p /v New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? AJ'O If yes,please submit with this application. 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 is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 01/02/02 ' DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233- el: 247-5826- Fax: 247-5877 PLUMBING PERMIT — -- _, R1 05W _- _I PO-- �- -y Address. . 6'16 PARADISE COURT Permit Number. 23553 ATLATNIC BEACH, FL 32233 Permit Type: PLUMBING Township: Range: Book: 53 Class of Work: NEW Lot(s):15 Block: Section: Proposed Use: SINGLE FAMILY Subdivision: PARADISE COVE Square Feet: Parcel Number: - Est. Value: 7 , � - --- � PORMATION u _�.. Improv. Cost: Name: BESTCON Date Issued: 3/05/2002 Address: 2440 SOUTH BEACH PARKWAY Total Fees: 53.50 JACKSONVILLE BEACH, FL 32250 , Amount Paid: 53.50 _ Phone: (904)246-3747 Date Paid: 3/05/2QQ2 — _ Work Desc: NSTALL PLUMBING IN NEW HOME ._ CC>R1 TOR _�. .: ' -- " i1FE1* __ _ -53.50--- pC}N HARRIS PLUMBING k— Y } I NOTICE l T ' *&A. T� T� �; PECTION ----- --- .z xa fix,n „-'r`.'a�.,. ".s'n +•sr} Y err '6��i`'.Y a-+ "* i-.ia_�e',�tusz^' .=; 3v...Y _'..y4r `�R!'C #lE D IN PUBLIC BUILDING MATE RI i , HACfitIfi .. OR OWNER SPACE, AND MUST T.1N THE "FAILURE TO COMPL N L . PROPERTY OWNER PA *'= AND SUBJECT TO REVOCATION ISSUED ACCORDING TO APPROV R FOR VIOLATION OF APPLICABLE PRFOR —} Oper: CHERYLE Type: OC Drawer: I % Date: 3/95/82 81 . Receipt no: 39448 14 PERNIT5-BUILDING 1 X53.5® Trans nusber: 793487 � -�_- ATLANTIC B_ CH BUILDING DEPT. _ CK CHECKS — 1776 $53.58 —_ —T-- --- Trans date: 3/85/82 Time: 16:31:28 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT Bldg. Permit# 2 t 0 JOB LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR: 75 ij - Afl(- PLUMBING CONTRACTOR Don Harris Plumbing, C6. AND ADDRESS: P.O. Box 14668 Jacksonville FL 32210 TELEPHONE NUMBER: (904) 772-0900 STATE LICENSE NO: CFC019194 TYPE OF BUILDING: New Construction TYPE OF WORK: New Plumbing HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS / SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS 'URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: O z 53.50 + $15.00 = $ . ------------------------------------------------------ --------------------------------------------- ------- 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 LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 1 / 23 / 200 Re:-Wind Loading Requirements For New Residence Located On Lot 15 Paradise Cove, Atlantic Beach , Fl. Dear Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 1997-SBC for wind speeds of 100 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 1997-SBC as long as sheets #8 thru #10 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 ceiling joists 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. APPROVED Sincer CITY OF ATLANTIC BEACH BUILDING OFFICE FEB Q 6 2002 Louis J. Gabriel, P.E. g , c "WIND FORCES STRUCTURAL ANALYSIS FOR THE NEWMAN RESIDENCE LOCATED ON LOT 15 PARADISE COVE, ATLANTIC BEACH, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR 100 MPH WIND SPEEDS AS OUTLINED BY SECTION 1606 OF THE 1997-STANDARD BUILDING CODE" PREPARED BY: LOUIS GABRIEL, P.E. DATE: JANUARY , 2002 PFIDate Sheet X02 1- � G�bt�G�, ,E o� LOt7 is f- � u b3• n. 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Z.v : 29oD lbs C Z x fs PLq.. , :*Z -typ ) i Y DATE: --------------�------------ ------------ -------7j 12T27/Oi \ I --- I FLAT CE0.1I NS F FUIL*ALL1wat CATFEORAL I CAT)EDP.AL I v I— \CEILL G CE0.1NG _ ALL OTHER CE0.1NG5.NOT NOTED TO I CATHEDRAL CEILING j;{jI BENCH \ BE FtAiSEAT I CATHEDRAL CEP j I D ROOF PITCH UNLE55 NOTED TO BE I -..._. _ .... 1 \\ I S 2 • 1 7.12,ALL INTERIOR PITCHES TO BE ! asc�EwN� MAA7MdZED AS 4:12 I I I %y'I 42 FIAT CEIIhw i 1,4 c} KNEE LIVING/ v SCREENED ,'s, WALL "--y % PORCH LANAI (. I ro I i I o HALL — --- — I BFLnr CKING I I ATH \LL05ET I I I I I e FLAT CUING 6FLAT OMING I CATHEDRAL CEILING I I I i I I HDWLAUlDRY M,haro c° • I i LLJ I ! I I I GARAGE \ I \ I I 11FIAT EING E5I ———_—.———— ——— DESIGNED FOR STORAGE) I D'FLAT CUING B'FLAT CEILINGr4+5ieR s+a MASTER ROM �I I I BEDROOM I BEDROOM as CATHEDRAL I I I I --------------------- ---------------- ------------ ----- --------------� O LIVING AREA J )267 5c{ft ROOF PLAN PAGE BUILD SET SCALE: 1/4" = 1 FOOT 17 Z�j to WA N/A l-35 IE 9)E 573 4I 1G t 10331 IG I Z Z6 `{3 �► �� 1. t �3 # a f i NOTES: lQ= "Z" IS ALWAYS EQUAL TO 5,33 WHICH IS WIND MAGNIFYING FACTOR. E Q� NDNRSAOR SPACINGw ES-NP- TEERMEIATE SUPPORTS EXTERIOR OR SHEAR WALLCALCULATIONS I SPACING AT THE PANEL EDGES AND INTERMEDIATE SUPORTS FOR I INTERIOR WALLS, UNLESS OTHERWISE NOTED, FOR EXAMPLE: FOR AN EXTERIOR WALL MEANS THAT 16" OSB F 0 R FIRST STORY WALL S SHEATHING SHALLLL BE BE NAILED AT B" O.C. ON PANEL EDGES ANDNDA7 12" jQ.C. ON INTERMEDIATE SUPPORTS, SHEET No. ____ OF __ FORM 60OA-97 FLORMA ENERGYI I ` CODE CONSTRUCTIONFOR BUILDING Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1201 Builder: BESTCON Address: Lot: Seib: I Plat: Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:30.0 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(112) 1201 ft c. N/A - 7. Glass area&type - - a. Clear-single pane 0.0 ft2 - 13. Heating systems b.Clear-double pane 175.5 ft2 - a. Electric Heat Pump Cap:30.0 kBtu/hr - c. Tint/other SC/SHGC-single pane 0.0 f[2 - HSPF:7.00 d.Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A - 8. Floor types - - a. Slab-On-Grade Edge Insulation R=0.0,152.0(p)ft - c. N/A - b.N/A - - c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0,907.0 112 - EF:0.86 - b. Frame,Wood,Adjacent R=11.0, 138.0 W - b.N/A - c. N/A - - d.N/A - c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=30.0,1220.0 ft2 - 15. HVAC credits - b.Under Attic R=19.0,88.0 ft2 - (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=6.0,100.0 ft - MZ-C-Multizone cooling, b.WA MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as-built points: 18423.00 PASS SS Total base points: 18603.00 �1 1 hereby certify that the plans and specifications covered Review of the plans and s� by this calculation are in compliance with the Florida specifications covered by this yob Energy Code. calculation indicates compliance PREPARED BY; =''d ERT MILLER with the Florida Energy Code. Before construction is completed c ®ATE= -/� � .T� this building will be inspected for I hereby certify that this buildin as d igned, is in compliance with Section 553.908 compliance with the Florid erg e. Florida Statutes. ®Q� D ®!!VINE ENT: BUILDING OFFICIAL: ' DATE ®ATE: EnercvGauae®(Version: FLR3PA 203) FORM SOOA-97 SUMM ER CALCULA7MNS Residential Whole [wilding Performance Method A m Details A®DRESS. Lot: Sub: PARADISE, Plat: , 9 , PERMIT#. SASE AS-BUILT GLASS TYPES 11 .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1201.0 33.05 7145.8 Double,Clear W 1.5 9.4 34.0 36.99 0.97 1225.0 Double,Clear W 1.5 5.0 9.0 36.99 0.88 291.4 Double,Clear N 1.5 3.5 9.0 19.22 0.86 148.6 Double,Clear E 9.0 5.5 30.0 40.22 0.42 502.5 Double,Clear E 10.5 7.0 7.5 40.22 0.43 130.6 Double,Clear E 1.5 10.0 48.0 40.22 0.98 1888.8 Double,Clear S 1.5 4.5 8.0 34.50 0.78 214.2 Double,Clear S 1.5 14.0 15.0 34.50 0.99 512.4 Double,Clear S 1.5 11.0 15.0 34.50 0.97 503.6 As-Built Total: 175.5 5417.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 138.0 0.7 96.6 Frame,Wood,E)derior 11.0 907.0 1.70 1541.9 F)derior 907.0 1.70 1541.9 Frame,Wood,Adjacent 11.0 138.0 0.70 96.6 Base Total: 1045.0 1638.5 As-Built Total: 1045.0 1638.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 17.7 2.40 42.5 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 17.7 1.60 28.3 Base Total: 37.7 164.5 As-Built Total: 37.7 110.3 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1201.0 0.60 720.6 Under Attic 30.0 1220.0 0.60 732.0 Under Attic 19.0 88.0 1.10 96.8 Base Total: 1201.0 720.6 As-Built Total: 1308.0 828.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 152.0(p) -37.0 -5624.0 Slab-On-Grade Edge Insulation 0.0 152.0(p) -41.20 -6262.4 Raised 0.0 0.00 0.0 Base Total: -5624.0 As-Built Total: -6262.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 1201.0 10.21 12262.2 1201.0 10.21 12262.2 EneravGauce D DCA Form 60OA-97 EneravGauae6XResFREE'97 FLR3PA 203 FORM 60®A-97 SUMMERCALCULATIONS Residential Whole Building Performance Method A - Detafls ADDRESS. Lot: Sub. PARADISE, Plat: 9 ' 9 PERMIT#. BASE AS-BUILT Summer Base Points: 16307.5 Summer As-Built Points: 13994.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 13994.6 1.000 1.047 0.341 1.000 5000.8 16307.5 0.3573 5626.7 13994.6 1.00 1.047 0.341 1.000 5000.6 EneravGauae'rm DCA Form 600A-97 EneravGauae®/ResFREE'97 FLR3PA 203 FORM 8OOA-97 WN7ER LAMONS Residential Whole Building Performance Method A - Details ADDRESS. Lot: Sub: PARADISE, Plat: 9 9 . PERMIT#. BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 1201.0 9.76 2111.0 Double,Clear W 1.5 9.4 34.0 10.77 1.01 368.6 Double,Clear W 1.5 5.0 9.0 10.77 1.03 100.2 Double,Clear N 1.5 3.5 9.0 14.30 1.01 129.7 Double,Clear E 9.0 5.5 30.0 9.09 1.41 385.3 Double,Clear E 10.5 7.0 7.5 9.09 1.39 94.8 Double,Clear E 1.5 10.0 48.0 9.09 1.01 441.9 Double,Clear S 1.5 4.5 8.0 4.03 1.26 40.6 Double,Clear S 1.5 14.0 15.0 4.03 0.99 60.1 Double,Clear S 1.5 11.0 15.0 4.03 1.00 60.7 As-Built Total: 175.5 1681.9 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Advicent 138.0 3.6 496.8 Frame,Wood,Exterior 11.0 907.0 3.70 3355.9 Exterior 907.0 3.70 3355.9 Frame,Wood,Adjacent 11.0 138.0 3.60 496.8 Base Total: 1045.0 3852.7 As-Built Total: 1045.0 3852.7 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 17.7 11.50 203.6 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 17.7 8.00 141.6 Base Total: 37.7 449.6 As-Built Total: 37.7 309.6 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1201.0 1.20 1441.2 Under Attic 30.0 1220.0 1.20 1464.0 Under Attic 19.0 88.0 2.00 176.0 Base Total: 1201.0 1441.2 As-Built Total: 1308.0 1640.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 152.0(p) 8.9 1352.8 Slab-On-Grade Edge Insulation 0.0 152.0(p) 18.80 2857.6 Raised 0.0 0.00 0.0 Base Total: 1352.8 As-Built Total: 2857.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1201.0 -0.59 -708.6 1201.0 -0.59 -708.6 EneravGauae®DCA Form 60QA-97 ErwavGauoe&Re9FREE'97 FtR3PA 203 FORM 6COA-97 W RCALCULAMONS Residential Whole Building Performance Method A s Details ADDRESS: Lot: Saab: PARADISE, Peat: , , , PERMIT#: BASE AS-BUILT Winter Bass Points: 8498.6 Winter As-Built Points: 9633.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 9633.2 1.000 1.064 0.487 1.000 4993.1 8498.6 0.5340 4538.3 9633.2 1.00 1.064 0.487 1.000 4993.1 EneravGauae7l°DCA Form BOOR 97 EnemvGauae8JResFREE'97 FLR3PA 203 FORM 60OA-97 COMPUANCE STAT` ►ResodentW Whoie Building Performance Method A - Detaiis ADDRESS: Lot: . Sub: PARADISE, Plat: , , , 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 2746.0 8238.0 50.0 0.86 3 1.00 2809.86 1.00 8429.6 As-Built Total: 8428.6 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 5626.7 4536.3 6236.0 13602.9 5000.6 4993.1 6429.6 16423.5 E I a f Fr:wft A t'i to"i o&zIUS r 1� COD WE EnerovGauaeT" DCA Form 60DA-97 EneravGauoe0/ResFREE'97 FLR3PA 203 FORM 60OA-97 Code CompNu ncaChacklfl'st Residential Whole Building Performance Method A 0 Details ADDRESS: Lot: , Suis: PARADISE, Plat: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area;.5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate,joints between exterior wall panels at comers;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>1Z'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&Y 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 must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.Extemal or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pods must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EneravGauaeTM DCA Form 6004-97 EnemvGauae8/ResFREE197 FL.R3PA 203 ERGY FIS - A, (EFL) DISPLAY . SYCARD ESQ A-TED ENERGY PERFORMANCE SCORE' _82.4 The higher the score,the more efficient the hoose. Lot: ', Sub: PARADISE, Plat: , , , 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a- Central Unit Cap:30.0 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(W) 1201 ft2 c. N/A 7. Glass area&type a. Clear-single pane 0.0 W 13. Heating systems b.Clear-double pane 175.5 W _ a. Electric Heat Pump Cap:30.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 it _ HSPF:7.00 d.Tint/other SC/SHGC-double pane 0.0 fF b.N/A 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 152.0(p)ft _ c. N/A b.N/A _ c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Eaaerior R=11.0,907.0 ft2 , EF:0.86 b. Frame,Wood,Adjacent R=11.0, 138.0 W b.N/A c. N/A d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1220.0 W _ 15. HVAC credits b.Under Attic R=19.0,88.0 W _ (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=6.0,100.0 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) TUE ST in this home before final inspection.Otherwise,a new EPL Display Card will be completedd® based on installed C mpliant features. Builder Signature: Date: a Address of New Home GC�t'1f,�P,e✓� City/FL Zip: *NOTE The home's estimated energy performance score is only available through the FL41RES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPAIDOE EnergyShk designation), Your home may qualify for energy efficiency mortgage (EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucf editfor information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnerP-vQauaeQ(Version- FLR3PA 203) Residential System Sizingla tion Summary Project Title: Class 3 Rating 1201 Registration No. 0 Climate: North 5/24/2001 Location for weather data: Jacksonville -Defaults: Latitude(30) Temp Range(M) Humidity data: interior RH 50% Outdoor wet bulb 7F Humidity difference 49 r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heating load calculation 21264 Stuh Total cooling load calculation 24757 Btuh Submitted heating capacity 30000 Btuh Submitted cooling capacity 30000 Btuh Submitted as% of calculated 141.1 % Submitted as % of calculated 121.2 % INTER CALCULATIONS Winter Heating Load for 1201 ft Load component Load Window total 176 sqft 4844 Btuh Wall total 1045 sqft 3332 Btuh InALC24%, Door total 38 sqft 524 Btuh Ceiling total 1308 sqft 1762 Btuh Floor total 152 ft 4682 Btuh Infiltration 122 cfm 5108 Btuh D=s(2%) Subtotal 20251 Btuh Duct loss 1013 Btuh �orz(22%) vvens(1 s%) TOTAL HEAT LOSS 1 21264 Btuh SUMMER CALCULATIONS Summer Coolie Load for 1201 s ft Load comoonent Load Window total 178 sqft 8496 Btuh LalxR intemeK4%) Wall total 1045 sqft 2001 Btuh Cadent if,}4;15%, Door total 38 sqft 400 Btuh Ceiling total 1308 sqft 1980 Btuh Floor total 0 Btuh Infiltration 113 cfm 2365 Stuh tr,t.c.W(,2%, Internal gain 3000 Btuh Subtotal(sensible) 18242 Btuh Dmis(T%) Duct gain 1824 Btuh Total sensible gain 20066 Btuh Latent gain(infiltration) 3771 Btuh Latent gain(intemal) 920 Btuh The sizing method used was EnprgyGaugee System Sizing. Total latent gain 4691 Btuh PREPARED BY: d TOTAL HEAT GAIN! 1 24757 Btuh DATE: EneravGauae® FLR3PA 203 OWNER:SPEC Lot15, Paradise Cove SPECIFICATIONS DATE: 1/28/2002 BUILDER: BESTCON, Inc. CONSTRUCTION JOB ADDRESS: Lot15 , Paradise Cove 616 Paradise Court Atlantic Beach, FI. All Items may not apply.(Mark those either"in Allowance,""Owner Choice,'Not Applicable-"N/A"or None. 1. FOUNDATION: Not Applicable- Monolithic Slab FOOTING-Concrete Mix or PSI: NA Slump: NA Width: N/A Depth: N/A Reinforcing: N/A Number: N/A 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: N/A If Concrete Block-Size: N/A 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/A Spacing: 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 Vents: 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: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: N/A Size: N/A Spacing: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 1 OWNER:SPEC Lot15, Paradise Cove 2. FLAT CONCRETE: 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 1 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand E 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" Size: 3'wide Finish &Curing Compound/Sealer: Broom PATIOS-Concrete Mix or PSI: 2500 1 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" 1 Size: 8'x 10' Finish &Curing Compound/Sealer: Broom DRIVEWAY-Concrete Mix or PSI: 2500 1 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: 1/2"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 framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding comers; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck staidacks, treads and risers. BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 2 OWNER:SPEC Lot15, Paradise Cove BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 3 OWNER:SPEC Lot15, Paradise Cove Framing 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: Hardiplank sides, stucco front Size: Varies 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. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 4 OWNER:SPEC Lot15, Paradise Cove Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2"vinyl decorative trim Door Trim 3-1/2"vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl 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 IL Grilles: Muntins on all windows and sliding glass doors Shutters: N/A S. 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 I Step Shingle Flashing: 5"x 5"galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A feyFlashing: 26# x 18"galvanized Roof Fans/Vents: 6' steel off-ridge BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 5 OWNER:SPEC Lot15, Paradise Cove 6. STAIRS: LOCATION SACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st 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. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 6 OWNER:SPEC Lot15, Paradise Cove S. 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 Casing Generic Finger jointed white pine WMP-256 2-1/4" Base Generic Masonite WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window 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. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 7 OWNER:SPEC Lot15, Paradise Cove 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No. of Coats Installation Walls Ceilings ALL WALLS Sheetrock 1/2" Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/ Popcorn or 1/2 "Ceiling Nailed 3 Knockdown Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn or Knockdown 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. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 8 OWNER:SPEC Lot15, Paradise Cove 11. CABINETS VANITIES COUNTERTOPS BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE &/OR MATERIAL Kitchen Dakota Flat panel WilsonArt 4"WilsonArt None Master Bath Dakota Flat panel WilsonArt 4"WilsonArt None Guest Bath Bath #1 Dakota Flat panel WilsonArt 4"WilsonArt None Bath #2 Other: 12. MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style/Number: N/A TBond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A 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, front only Finish: Textured Thickness: 5/8" No. of Coats: 3 Mortar Color/Painted: Per Color Sheet Metal Lath: w/felt Other: Stucco at foundation only BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 9 OWNER:SPEC Lot15, Paradise Cove 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: JANITROL C/U CPKE30-1A A/H A30-05 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 Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, & Number: CODY One-way throw—11 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. 2440 South Beach Parkway •Jacksonville Beach - FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 10 OWNER-SPEC Lotl5, Paradise Cove 14. PLUMBING: Waste Disposal-Public: City of Jacksonville Beach Private: N/A Disposal Field: N/A Water Supply-Public: City of Jacksonville Beach Private: N/A Pressure Reducing Valve-Make &Model: N/A Gas Supply-Public: N/A TP—rivate: 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 3/4" House to Water Heater CPVC SCD40 Glue 3/4" House to Bathrooms CPVC SCD40 Glue 3/4"TO 1/2" House to Kitchen Sink CPVC SCD40 Glue 3/4"TO 1/2" House to Refrigerator CPVC SCD40 Glue 3/4"TO 1/2" House to Dishwasher CPVC SCD40 Glue 3/4"TO 1/2" House to Ice Maker N/A Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 11 OWNER:SPEC Lot15, Paradise Cove Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Description-Brand Name, Model Number, etc. Bathroom-Fixtures Master Bath Guest Bath #1 Bath Bath #2 Water Closet STERLING Elongated STERLING Elongated Toilet Seat Church Church Shower LASCO 3442 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control DELTA D- DELTA D- Lever 2710LHP/H62/A62WH 1448LHP/H71/A72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A72WH Lavatory Faucet&Control DELTA D- DELTA D- 2521LHP/H22/A22WH 2521LHP/H22/A22WH Lavatory BRIGGS China BRIGGS China 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. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 12 OWNER:SPEC Lot15, Paradise Cove Fixture Description-Brand Name, Model Number,etc. Size/Other Kitchen Sink Eljer C/I 33x22 4 hole 33"x 22" Kit. Sink Faucet/Control DELTA 172WF 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 81V52DT 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 No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 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: 9 12/2 with ground: 5 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 13 OWNER:SPEC Lot15, Paradise Cove 220 High 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 TV RG59 coaxial 3 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 14 OWNER:SPEC Lot15, Paradise Cove 110 Voltage Wiring Detail• Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 4 4 15 Dining/Family 15 amp #14 CU 6 3 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 0 Master Bath 15 amp #14 CU 2 2 1 Guest Bath 15 amp #14 CU 2 2 1 Bath #1 Bath #2 Master Bedroom 15 amp #14 CU 3 2 5 Bedroom #1 15 amp #14 CU 1 1 5 Bedroom #2 15 amp #14 CU 1 1 4 Bedroom #3 Closet #1 15 amp #14 CU 0 1 0 Closet #2 Closet #3 Closet #4 Clothes Washer 15 amp #14 CU 0 1 2 Garage 15 amp #14 CU 1 2 2 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 15 OWNER:SPEC Lot15, Paradise Cove 110 Voltage Wirin Detail continued Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 CI 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 4 3 Weatherproof Recept.. 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 FURNISHED BY OWNER 1 Breakfast Nook Progress 4609-30 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-11 1 Master Bedroom Closet 4'2 light wraparound 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 1 Garage (front wail bracket) Progress 5846-11 1 Front Porch (O/H) Progress 5805-11 1 Kitchen Sink(0/H) Recess with open trim 2 BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 16 OWNER:SPEC Lot15, Paradise Cove BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 OWNER:SPEC Lot15, Paradise Cove 16. PAINTING: PAINT, EXTERIOR: COLORWHEEL CW#300 Number of Coats: 2: N/A Siding: Vinyl Trim: Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 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: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: COLORWHEEL CW#350 2 - coats Swiss Coffee L-4 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. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 18 OWNER:SPEC Lot15, Paradise Cove 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: Thin set over under underlayment Walls: Thin set 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: N/A Other: 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. Square footage and type of sod: 3,000 SF of Floritam St. Augustine Number and species of plants: 30 - 3 gallon plants (species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 19 OWNER:SPEC Lotl5, Paradise Cove 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 20 OWNER:SPEC Lot15, Paradise Cove 22.ALLOWANCES: Manufacturer and INSTALLATION ITEM 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 - Memories N/A Range MAYTAG CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hood vent 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, See Above N/A Fertilizing & 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. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 21 368 P02 JAN 10 102 09:36 CLARSON •. ; MAP SHOWING PLOT PLAN OF LOW . 5.. AS SHOWN ON MAP OF PARADISE COVE AS RECORDED IN PLAT BOOK 53, PAGES 82 & 82A OF TI iE CURRENT PUQUC RECORDS OF DUVAL CQUNATI!,,:L0RIpA- FOR: jMSTCON, INC. BEARING ti£FERENCE: BEARING SHOWN ON RIGHT—OF—WAY UNE HEREON IS THE SAME AS SHOWN ON TME ABOWI+E ME WXIEl1; PEAT. //f �f•/'/��(/ //may((/I I Y �r/r��.J C�£ 1 1 PARADISE COURT (60' RIGHT OF WAY) 7 N87023'54" DELTAm11 36'30" \�, ,0•Xtd• �A�+ Eas�w►�NT 20' etRL (r700 ' LROWnN = 1 vw+c N .•l 0 r n rem OAK �! LANAI ao r•, TRIPLE OAK MACNOIJA 7 5' 19.7 (24"} CEDAR MYRTLE THAN MYRTLE I Oi r N w 5 � TRIWF MYRTLE j0 , O TION PEAR �:, 7.5' $ 0 � 0 V SWEET Cum C4 we 0 �`t ,� PINT N Tao' O LL • + . PALM O ENTKY w CAMPHOR o CL Z N, '-j ee City of Atlantic Beach Zo• eri�. a ", Planning and Zoning Department ' This approval verifies con"Or a with applicable toning, subdivision and other local land a dsvetopment regulations, but does not constitu <9� approval for the issuance of permb. Complian 8) with Florida Building Code and ail other applicable local, State and Fede fi mast be verified by a re of the C t Atlantic S 8(�•Z s�1 4 ss ' 3 ' • ° Beach Building Fade b� � of a r 1 PAGE 1 date: 01/07/2002 MANNING BUILDING SUPPLY LOG #: A0944 TRUSS DIVISION JOB #: JACKSONVILLE ,,,alesman: JOHN FERGUSON Pitch: 7/12 Customer: BESTCON HOMES Job Name: #1201 I"Address : 2440 South Beach Parkway Address : LOT 15 PARADISE COVE Jacksonville Bch,FL. 32250 Designer: MST/KEN -------------------------------------------------------------------------------- Left Right qty` Span I O.H. ` O.H. I Description -------------------------------------------------------------------------------- 1 20 ' 2' 2 ' T-1 GE 4 20 ' 2' 2' T-1 1 23 ' 3"8 0 ' 0 ' T-2 GE 6 23 ' 3"8 0 ' 0 ' T-2 1 23 ' 3"8 0 ' 0 ' T-2 GIR 2-PLY 1 25 ' 8" 2 ' 2 ' T-3 GE 4 25 ' 8" 2 ' 0 ' T-3 4 16' 2 ' 0 ' T-4 1 35' 1' 6" 1 ' 6" T-5 GE 4 35 ' 116" 116" T-5 1 20 ' 9"12 1' 6" 0 ' T-5A 5 20 ' 9"12 1 ' 6" 0 ' T-5B R 1 20 ' 9"12 0 ' 0 ' T-5 GIR 2-PLY 1 20 ' 9"8 0 ' 0 ' T-6 GE sfpkS 4 20 ' 6" 0 ' 0 ' T-6 1 20' 6" 0 ' 0 ' T7-H1 1 20 ' 6" 0 ' 0 ' T7-H2 1 20 ' 6" 0 ' 0 ' T7-H3 1 20 ' 6" 0 ' 0 ' T7-H4 1 20 ' 6" 0 ' 0 ' T7-H5 1 12 ' 0 ' 0 ' T-8 1 7 ' 9"8 2' 0 ' T9-H1 1 7 ' 9"8 2 ' 0 ' T-9 GIR 1 9 ' 10" 2' 10111 0 ' 9 ' 10 H/J 1 7 ' 2' 0 ' 7 ' E/J 2 5 ' 2' 0 ' 5 ' C/J 2 3 ' 2 ' 0 ' 3 ' C/J fy 21 2 ' 0 ' 1 ' CJ ** Hardware Roof ** 19 A HUS26 1-ply Truss Hanger !!" 1 C HGUS28-2 2-ply Truss Hanger ------------------------------------------------------------------------------- 49 - Trusses 20 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 8 - Jacks 0 - # of Beams 0 - # of Rim Board --------------------- 57 - Total Trusses m 19' + 11'3"8 + 21' 1. 00 NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE G 2. VERIFY ALL SPANS AND AMOUNTS AS r T TRUSSES WILL BE BUILT IN STRICT I (I ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED w IN WRITING BY TRUSS PLANT MANAGER v' u' N T-6 T9-H1 1 m 4. APPROVED BY = T-9 GIR T7-H1 APPROVAL DATE= - - - - - T7-H2 DEL. DATE T7-H3 m MANNING BLDG . SUPPLIES T7-H4 _ m 4- i 11155 PHILLIPS PKWAY PH# 268-8225 JAX. FLA. 32256 1-8 w- T-2 GIR 7112 PITCH 18" OH SO/CUT 0 N 1� ww JOB : AO944 —2 " CUSTOMER :BESTCON HOMES lcr LOC : LOT 15 PARADISE COVE DESIGNER : KEN PARKER 19' 23'3"8 I 17'8"8-- -I GO' =� r "" !, �' ,�" �-., -� ��' ....-i ��, (A0944-#1201 - T-1 GE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 SEE DWGS S10015EN0699 & GBLLETIN1001 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 54 PLF at -2.15 to 54 PLF at 0.00 TC From 114 PLF at 0.00 to 114 PLF at 20.00 TC -From 54 PLF at 20.00 to 54 PLF at 22.15 BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0,00 to 20 PLF at 20.00 BC From 4 PLF at 20.00 to 4 PLF at 22.15 W4X4= 7 F- 7 5-10-4 W3X3 W 3 X 3 8-1-2 W3X5= W3X5 L--2-0-0--J L--2-0-0--j 10-0-0 10-0-0 J 20-0-0 Over Continuous Support j R=146 PLF U=77 PLF W=20-0-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.21`:3 FL/-/3/-/E/-/- Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \\\\11%IIEEIi7T C L L 2 Q.0 P S F R E F R151-85810 IH STITUTE, 583 D'ONOFRI0 DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO \�\` i1rfi P. ��, T C D L 7. P S F DATE 01/08/02 PERFORMING THESE FUNCTIONS. UNLESS TIER SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ``,�� )t ;•4�/L �+ STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1 C••••Z r **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �(: B C D L 10.0 P S F D R W HCUSR151 02008020 PRODUCTS, INC. SHALL NOT HE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BU ILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND �.22839 B C L L 0.Q PSF H C-ENG M N M j W P F ALPINE I P T N C BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAT IONAi DESIGN /'1 L 1 L SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ; STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GRdO GALV. STEEL, E%CEPT AS NOTED . APPLY CONNECTORS TO TOT.L O. 3 7.O PSF S E Q N - 2 8 7 9 9 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER w ,•• F •G DRAWINGS 160 AZ. THE SEAL ON THIS DRANING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •'' C'` p w` D U R.FAC. 1.25 FROM K P Alpine Engineered Products,II1C. RESPONS[B ILITY SOLELY F00. THE TRUSS COMPONENT DE S[GN SHOWN. THE SUITAS ILITY AND USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PE0. J a n G� \\�` S P A C I N G S E E ABOVE FL Certificate of Authorization k 567 ANSI/TPI 1-1995 SECTION 2. (A0944-#1201 - T-1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x6 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS LJ360 LIVE AND Lj240 TOTAL LOAD. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 5.38 TC From 114 PLF at 5.38 to 114 PLF at 14.62 TC From 54 PLF at 14.62 to 54 PLF at 22.15 BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 20.00 BC From 4 PLF at 20.00 to 4 PLF at 22.15 W4X4= W1.5X4 III W1.5X4 III 7 (— 7 6-2-5 A�.8-1-2 W3X5 = W3X5 W3X5(Al) = W3X5(Al) L-2-0-0--J L-2-0-0--J 10-0-0 I 10-0-0 ,1 20-0-0 Over 2 Supports R=1138 U=573 W=3.5" R=1138 U=573 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.50 FL/-13/-/E/-/- Scale —RACING WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F REF R151-85811 BINSTITUTE,RE583 DER ?ONOBFRIO DRHANDUI�E 200, MAD AC53719),PUFOR LI SS SAFETY EBY TP ITY PR ACTI CES(TRUPR IDR ATO A{{{{{c�tt E�I�� I PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �`, 'h�G R p Fjw''�i, T C D L 7.0 P S F DATE 01/08/02 STRUCTURAL PANELS, BOTTOM OR SHALL NAVE A PR OP Eft LY ATTACHED RIGID CEILING. �� F�ItI(�+�.-✓A_'i� p "IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Q. BC DL 10.0 PSF DRW HCHSRI5I 02DD8D3I 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 B C L L 0.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. TN 15 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN _ y No.22839 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS AND TPI. ALPINE �• S i ATE bF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GA LV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO = = TO T.L D. 3 7.0 P S F S E 0 N - 11237 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THI5 DESIGN, POSITION CONNECTORS PER t � Alpine Engineered Products,Inc. RESPONSIBORA NGS ll OILY SOLELYTFORHE SEAL THE ORU55ICOMPONENT DEINDICATES SHOWNACCEPTANCE THE bUITABILIiYPROFESSIONAL AN0 USEIOFE7NNS '�� p/•Y�• �^��d`P� w�` D U R.FAC. 1.2 5 FROM KP Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING OESIfiNER, PER J a n /�� , p�^i•©�� SPACING S E E ABOVE FLCertificate ofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. (A0944 - #1201 - T-2 GE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 SEE DWGS S10015EN0699 & GBLLETIND699 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR,FAC.=1.25) TC From 114 PLF at 0.00 to 114 PLF at 23.29 BC From 20 PLF at 0.00 to 20 PLF at 23.29 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W04 � 7 7 (— W3X3 T 2-11-13 8-1-2 W 3 X 5 W5X5 I 14-2-4 I 9-1-4 J fE 23-3-8 Over Continuous Support =j R=131 PLF W=23-3-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 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 1 5 1--85812 BRACING. REFER T?'HIB (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \ "ISR"'j10iP t"I INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TDP CHORD SHALL HAVE PROPERLY AT ACN FD \\\\ 1 ��A TC DL 7.0 P S F DATE 01/08/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. \� !V.•{�FdC•. "V,/�i' *'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN€LRED �� •� 'qj.•'v B C D L 10.0 P S F D R W HCUSR151 02008016 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO V (tN BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND S+://(] ��-UOJ9 BC LL Q.� PSF HC-ENG MRM/MMA ALPINE BRACING OF TRUSSES. TH IBy SDE SIGW CONFORMS WITH AP PL[CABLE PR OV ISIONS OF NDS (NATIONAL DE SJ GN `. G! ,7 CONNECTORS A SS SPECIFICATARMADEUBLISOFDLPINE 20GATASTMHE M A653AGRAOR GAItlEST ANSTEEPEREX CEPTI ASINOTEDAND TPI.APPLYACOHNE CTORS TO STATE OF TOT.L D. 37.0 P S F SEAN - 28812 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER .Q�`•''Q� DUR.FAC. 1.25 FROM KP DRAWINGS 160 A Z. 7HE SEAL ON THIS DRAM IMG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER IN6 P` 4 ` Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS �R10�• � ITainoFs City FL 33$QQ COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER sIZ� �� DE�Q`\�\\ S.P AI.ING SEE ABOVE FL Certificate ofAuthorizationp567 ANSIJTPI 1-1995 SECTION 2. �!� \� (AO944 #1201 - T-2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 :W2, W3 2x4 SP #2 N: RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4= W1.5X4 III 7 W1.5X4 7 F— W W3X3 W2 3-3-14 8-1-2 W5X5= W3X8= Wl.5X4 III W2X5(Al) I 14-2-4 I 9-1-4 J fE 23-3-8 Over 2 Supports j R=1143 U=625 W=3.5" R=1115 U=609 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale "RA C WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND GG T C L L 20.0 P S F R E F R151--85813 BNST ING HED BY TPI ITUTE,RE 583 DFER OONOFFRIO DR(HANDLING , UNITE S NE 200TAMADI SO NNDW8R BRACING) FOR S SAFETY PRACTICESSS PRIOR ATO \�,```-j'G R Q l�, NG THESE FUNCTI IND RD SHALL HAVE ATTACH E ON `S IMPORTANT"NEL FURNISH ASCOPYDOFHTHISHDEGIGNPTOPTHEYDNATTACHED ST ALL AToONGCONTR AC70fl.PADPINEYE NGINEERDD or \ � ;��-9 l�,li/��' TC DL 7.0 PSF DATE 01/08/02 tBC DL 10.0 PSF DRW HCUSR151 02008017 PRODUCTS, INC. SHALL NOT BE RESP ONS[BLE FOR ANV DEVIATION FROM THIS DESIGN; ANY FAILURE TOBUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLINGAND1J!p.22839 = B C L L 0.0 P SF HC-ENG MRM/MMA ALPINE BRACING OF TRUSSES. INIS DESIGN CONFORMS WITH APPLICABLP PROVISIONS OF NDS (NATIONAL DESIGNSPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINESTATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. AP PLV CONNECTORS TO TOT.L D. 37.0 P S F S E Q N - 28806 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��(�•••�' P •(`�`� DRAWINGS 160 A-Z. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINn ��i C� R • ,�� D U R.FAC. 1.25 F ROM KP Alpinf�EnFI,CO CA ee City, �I 33844 COMPONENT]FOR RESPONSIBILITYSOLELY PARTICCULAR E BUILDING USS COMPONENT IS THE REESPONSIBDESIGN ILITY OF THE BUILDING THE I DESIGNER,TY AND PER THIS Jan ��`,�.' D � SPACING 24.0" ANSI/TPI 1 1995 SECTION 2. (AO944 #1201 - T-2 GIR 2-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required EEE� BOT CHORD 2x8 SP #2 N WEBS 2x4 SP #3 :W3 2x4 SP #2 N: NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 5" o.c. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at 0.00 to 54 PLF at 23.29 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 20 PLF at 0.00 to 20 PLF at 23.29 IN EACH ROW TO AVOID SPLITTING. BC 751 LB Conc. Load at 2.06, 4.06, 6.06, 8.06, 10.06 (1) 1/2"—bolts MAY BE USED FOR (2) 0.131x3.0_g_nalls ON BC 4515 LB Conc. Load at 11.17 THE BOTTOM CHORD ONLY. BEARING BLOCKS: NAIL TYPE: 0.131x3.0_g_nails 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, 0 0.000, 1 12" 9 WIND BC DL = 5.0 PSF. BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM CHORD. REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. W04(R) III RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W5X8 i AF- (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W3X5 i 7 f W3 W5X5 3-3-14 W3X6(A3) I 1V 4 8-1-2 143X8 III W8X8= WIOX10 = W3X6= `� W3X6 III W3X6(A3) = 14-2-4 I 9-1-4 �J 23-3-8 Over 2 Supports j R=6067 U=2660 W=3.5" R=3928 U=1790 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.25" Ft. —WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND T C LL 20.0 P S F R E F R151--85814 BRACING. REFER T? HIB (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \\\\1111111f►W'�W, 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 \� 1,I J�,�LlP fij •i TC DL 7.0 P S F DATE 01 08 02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `�� • '�I�fC••�ti /i/ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Q.� '4p• BC OL 10.0 P S F D R W HCUSRI5I 02008018 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO (n BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND If �y BC LL 0.0 P S F HC-ENG MRM/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OE SIGN IJI O-22839 � SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE "`333�� STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.LD. 37.0 P S F S E Q N - 28888 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �.i OR AN]NGS 160 0. Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �j ••'r�ORI�P'�• ��. D U R.FAC. 1.25 FR0M KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS //�C�Ql •••• �.t ,�� Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER tan � i�F SPACING 24.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2, 11 —tit'1\ (A0944 - #1201 - T-3 GE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN NGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC From 54 PLF at -2.15 to 54 PLF at 0.00 TC From 114 PLF at 0.00 to 114 PLF at 25.67 TC - From 54 PLF at 25.67 to 54 PLF at 27.81 BC From 20 PLF at 0.00 to 20 PLF at 25.67 SHIM ALL SUPPORTS TO SOLID BEARING. W4X4 7 F— -1 7 WH3 W3X5; W 3 X 3 W3X5 8-1-2 4 4 W4X4= W3X5= W5X5 [�-2-0-0y 1c�2-0-0::.+ �F 12-10-0 _I, 12-10-0 _I 8-0-0 T 7-8-8 T 9-11-8 25-8-0 Over CONT. Support Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL 3 = E - Scale "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND %%%quiUtti" T C L L 20.0 P S F R E F R151--85815 BNSTITUTE,RE583 DFER OONOFRIO DRNANDLING UITE 2O0TAMADISONAND WURAC53719),PUPORSSAFHEBY PRACTICES(TRUSS PRIORPLATE TO .�``�'�E R F?�/ / PERF DRMING THESE FUNCTIONS. ON OTHERWISE INDICATED, TOP CHORD SHALL HAV PROPERLY ATTACHED •`., •�!A� TC DL 7.0 P S F DATE 01/08/02 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE]LIN6. �� • -4' p _1 IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED r' l� B C D L 10.0 P S F D R W HCUSR151 02008014 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN FAILURE TO BUILD THE TRUSSES IS.N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND Q,228..7 BC LL 0.0 P S F HC-ENG MRM/MMA BRAC NG F ALPINE SPECIFIC AT ON UP UBLISHEDTBYSTHHESAMERICANHFOF RMRESTTANDPPAPERBASSOCILE HATIONj AND NPI.(N AL POI NEL DESIGN = :. STATE OF ED ECTORS ARE MADE OF 2OGA ASTM A653 OR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L O. 37.0 P S F S E Q N - 28815 EACH FACE OF TRUSS, AND UNLESS OTHERNISE LOCATED ON TNIS DESIGN, POSITION CONNECTORS PER '�� VC`�URt �•+ `� DRANINGS 160 A-Z. THE SEAL ON THIS DR ANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �j G/ .�" . O U R.FAC. 1.2 5 :ROM KP Alpine EngineeredLProducts,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Plaines Cit}', 844 COMPONENTFOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER �atl J��h�+Iltlyiy"`,�� SPACING SEE ABOVE FL Certificate of Authorization#567 1 1995SE /�( (AO944 #1201 T-3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. WEBS 2x4 SP #3 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. HANGER = SIMPSON HUS26 FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. W4X4 W1.5X4 III W1.5X4 III 7 f— (A) —1 7 W3X5 i W5X7 J4 4 `— }8-1-2 W1.5X4 III W2X4(Al) W2X4(Al) W5X7 Lc2 0 o—LE 15-10-4 ,1 I_ 12-10-0 _I_ 12-10-0 _t 8-0-0 T 7-8-8 T 9-11-8 25-8-0 Over 3 Supports j R=667 U=412 W=3.5" R=1919 U=1039 W=3.5" R=69 U=180 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.25" Ft. —WARNINGB RAING *REFER TO TRUSSES SIREQUIRE1 (HANDLING INSTALILING AND BRIACING)HANDLING,PUBISHED BYP TPI INSTALLING PLATE ,1�1Ntlll{��// TC LL 20.0 PSF REF R151AND --85816 INSTITUTE, 5H3 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �`�'(E R P.,c''4, PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ` ;�i• �/�/ /jam T C D L 7. P S F DATE 01/08/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C'.Q•.?/ **IMPORTANT** FURNISH A COPY Of THIS DESSGN TO THE 1NST ALL AT ION CONTRACTOR. ALPINE ENGINEERED �� B C D L 1 0.0 P S F D R W HCUSR151 02008019 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Aq OO p ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND Q,'2037 i B C L L 0.0 P S F K C-ENG MRM/MMA BRACING OF TRUSSES. THIS DESIGN CONFDBMS NI TH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE I STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO • TOT.LD. 37.0 PSF SEAN - 28820 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 'P DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING �� 6'• I.4ORI''a,��/ �� DUR.FAC. 1.25 FROM KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Jar'30'� � �E `��`��` SPACING 24.0° Hames CI FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING I5 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization#567 ANSI�TPI 1-199s secTtoN z. IIA1�� . ;. I (A0944 - #1201 T-4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W5X5= —1 7 W1.5X4 III W1.5X4 III 7f 6-0-0 W5X7 = J4 41- 8-1-2 W2X4(A1) W3X L--2-0-0-3;-J f s-o-o 12-10-0 8-0-0,1— 3-2-0 _I� 'T I (E 16-0-0 Over 2 Supports R=952 U=424 W=3.5" R=756 U=315 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.3125" Ft. *B RA RI NG RE FERRUSSES TO HIB_ IR(HANDLEXTREME CARE INSTALLNING AND RFABRICATION, ACING)HANDLING,PUBISHE DSHIPPING, BY T I IN(TRULSSING PLATEAND \\\1c44IIIE11!► TC LL 20.0 PSF REF R151--85817 INSTITUTE, 583 D'ONOFRIO pR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ,��```��L R P•/�J p,,� T C D L 7.o P S F DATE 01/08/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYE PROPERLY ATTACHED ``� �_•�'�1 .�w��' STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `� -Y **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERCO 13C DL 10.� PSF DRW HCHSRI5I D2DDBDI5 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO JP �1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.?-2839 Q C L L 0.0 P S F H C-ENG MRM/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE . JTA,C O� ` TOT.L D. 37.0 P S F S E Q N - 28824 CONNECTORS ARE MADE OF 20GA ASTM AS53 GR40 GAL V. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO EACH fACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON TNIS DESIGN, POSITION CONNECTORS PER _� P• (`� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING moi, /� •��R�d'� �� D U R.FAC. 1.2 5 FROM KID Alpine Engineered Produets,Inr,. 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 BUILOT NG DESIGNER, PER K�/ \\ T FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. til d`1 �! 111\\\\\ SPACING 24.0" 1 I '11 .' (A0944-#1201 - T-5 GE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BEARING BLOCKS: NAIL TYPE: 0.131x3.0_9-nails BOT CHORD 2x4 SP #2 N :83 2x6 SP #1 Dense: BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK WALL PLATE WEBS 2x4 SP #3 :144, W5, W6, W7, M9 2x4 SP #2 N: 1 15.000' 1 12" 6 BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM SPECIAL LOADS CHORD. ------(LUMBER DUR.FAC.=1.25 J PLATE DUR.FAC.=1.25) REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. TC From 54 PLF at -1.65 to 54 PLF at 0.29 TC From 114 PLF at 0,29 to 114 PLF at 27.18 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT TC From 54 PLF at 27.18 to 54 PLF at 36.65 LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, BC From 4 PLF at -1.65 to 4 PLF at 0.00 WIND BC DL = 5.0 PSF. BC From 20 PLF at 0.00 to 20 PLF at 17.84 BC From 100 PLF at 17.84 to 100 PLF at 28.71 SEE DWGS S10015EN0699 & GBLLETIN1001 FOR MORE REQUIREMENTS. BC From 20 PLF at 28,71 to 20 PLF at 35.00 BC From 4 PLF at 35.00 to 4 PLF at 36.65 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE SHIM ALL SUPPORTS TO SOLID BEARING. ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND W5X5 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE W5 DESIGNED BY THE BUILDING DESIGNER. W5X7(R) W3X5 ADJACENT ROOF WE X5 TRUSS LINE 9 W 3 X 3 7 r --,- Wz 7 W5X9(R) lir 10-2-12 W3X3 0 W7 W3X5 _ W5X7 W3X5- 4 8-1-2 W6X8= B3 W3X6 W5X7(R) 482X4 III W3X5= W2X4 III W3X5 (1-6-011 6 0 E 15-1-12 I� 17-6-0 _I_ 17-6-0 _I 1 7-7-12 T 7-4-4 T 20-0-0 QE 35-0-0 Over 3 Supports j R=550 U=277 W=3.5" R=3672 U=1848 W=3.5" R=1033 U=520 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c 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--85818 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1111111111 rl� INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ,1111`.1 E R P �i,� PERFORMING THESE fUXCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYE PROPERLY ATTACHED �� )• TC D L 7.0 P S F DATE 0 1/08/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `� •\� Ic �•/L��^ "IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C � BC DL 10.0 PSF DRW HCUSR151 02008023 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO I� _ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING ANDS.CLOv.7 BC LL 0.0 PSF H C-E NG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS DF NDS (NATIONAL DESIGN I SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE : STATE OF • - CONNECTOflS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS riOTED. APPLY CONriECTORS TO • • c T 0 T.L D. 37.0 P S F S E Q N - 2 S 9 1 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POST IDN CONNECTORS PER �f DRAWINGS 160 A 2. THE SEAL ON THIS RAINC INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING j rrfyl•it Oq IOP•�� OUR.FAC. 1.25 FROM KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haat City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONS181LITY OF THE BUILDING DESIGNER, PERJan��f��I�J.IE�;`��` SPACING SEE ABOVE FL Certificate OfAutl10r173tion#567 ANSI ITP 1 1-1995 SECTION 2. j11 1►� (A0944-#1201 - T-5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :B3 2x6 SP #1 Dense: LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #2 N :W1, W2, W3, W9 2x4 SP #3: WIND BC DL = 5.0 PSF. SPECIAL LOADS (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 36.65 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC From 4 PLF at -1.65 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 17.65 SHIM ALL SUPPORTS TO SOLID BEARING. BC From 100 PLF at 17.65 to 100 PLF at 29.00 BC From 20 PLF at 29.00 to 20 PLF at 35.00 BC From 4 PLF at 35.00 to 4 PLF at 36.65 W5X5 W3X6% W3X5% W3X5� W5X5 7 r (A ( (A) --1 7 W5X5a 10A 13 (A) W W2 W3 (A W9 W5X7 J 4 4 B3 �8-1-2 W5X7 (R) III W3X5= W3X5(AI) 40 PSF MAX STORAGE ONLY W3X5(AI) W5X8 11-6� J 1 15-1-12 17-6-0 17-6-0 7-7-12 7-4-4 1 20-0-0 35-0-0 Over 3 Supports j R=428 U=247 W=3.5" R=2199 U=1106 W=3.5" R=1055 U=531 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c� 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--85819 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 \!, R P. � T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED !•` ''�l I C DL 7.0 P S F DATE 01/08/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. !`! • ��(,'�' **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INST 0.LL AT ION CONTRACTOR. ALPINE ENGINEERED BC DL 1 .0 P S F D R W HCUSR151 02008030 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 g 22E39 _ 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 (NATIDNAL DESIGN = = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ; S TATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i- +' TOT.L D. 37.0 P S F S E A N - 11232 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 iC ��R��P••� �*4 D U R.FAC. 1.25 F R 0 M KP Alpine Engineered Products,Inc. RESPONSIB IL I7V SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS G�l i llaineS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jan ,a�p,1� �a\\\\\\ SPACING SEE ABOVE FL Certificate of Authorization li 567 ANSI/TPI 1-1995 SECTION 2. i/ \ (A0944-#1201 - T-5A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #2 N :W1, W2 2x4 SP #3: WIND BC DL = 5.0 PSF. ROOF OVERHANG SUPPORTS 2,00 PSF SOFFIT LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (B) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER, ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. W4X4 7 W 3 X 3 W 3 X 5 7r W5X5 10-6-13 (A) (B) 8-7-10 W W2 8-1-2 W2X5(Al) W3X5 = W5X7= W2X4 III 1IE 6.0 � I_ 17-6-0 _1_ 3-3-12 _l fE 20-9-12 Over 2 Supports R=877 U=332 W=3.5" R=754 U=358 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c FL/-/3/-/E/-/- Scale =.25" Ft. -WARNING 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 t0pttttloll% TC LL 20.0 P S F R E F R 1 5 1--85820 PERF ORM ft MING THE SEOFUNOCTRONSIO DR UNLESSTOTHERW ISEO IND ICAW ED, TOPICHORDF QSH ALLFH AY EETY PPROP ERLY ATTACHED e RACTICES PRIO TO ` 1�R P P�/��'�', TC DL 7.0 PSF DATE 01/08/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEDRIGID CEILING. • �v�+ "IMPORTANT' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��: BC DL 10.0 P S F D R W HCUSR151 02008033 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �.V q(r�� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND GG�J,7 B C L L 0.0 P S F H C-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL ESIGN C 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. 3 7.0 P S F S E 0 N - 11240 •A, EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i��('.•,.•�; P,•�p= DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �j G'/ LpFtO• �� D U R.FAC. 1.25 FROM K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS Haines City,FL 33H44 ANSP)NEENNT1F0995NSECTIONCZLAR BUILDING IS THE RESPONSIBILITY OF THE DO LDING DESIGNER, PER Jan O� iDE+�„�� SPACING 24.0" FL Certificate of Authorization#567 (A0944-#1201 - T-5B) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #2 N :W1, W2, W3 2x4 SP #3: WIND BC DL = 5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. W4X4= 7 W 3 X 3 W3X6 W1.5X4 III lr 10-6-13 W5X5�i W2 W3 (A) (A) 8-7-10 W1 W 5 X 8 4 4 *8-1-2 W5X7= W2X4 III W3X5(Al) 11��1 17-6-0 3-3-12 J 8-11-8 T 8-8-0 1` 3-2-4 '1 20-9-12 Over 2 Supports j R=868 U=321 W=3.5" R=755 U=354 H=Simpson LUS24 w/ (02)10d_COM_OR_16d_SINK_(0.148x3) in Truss w/ (04)10d_COM_OR_16d_SINK_(0.148x3) in Girder Girder is (2)2X8 min. So.Pine PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c FL/-/3/-/E/-/- Scale **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F 8 1 5 1--85821 BRACING. REFER TO HID E91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TEL (TRUSS PLATE III TC _ INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO ` .��R P .�1j PENCTION RFORMING PANELSFUBOTTOMSCHON ESHALHLHHAVEERW SE PNOPEOT CRLYDATTACTopHEDORHIGIDACES� LLILING,PROPERLY ATTACHED • ;t�C• �w-1jTC DL 7.0 PSF DATE 01/08/02 —IMPORTANT** FURNISH A COPY GF THIS OE SIGN TO THE INSTALLATION CON TRAr_TOR. ALPINE ENGINEERED •� -C BC DL 10.0 PSF DRW HCUSRI5I 02008024 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, SNIPPING, INSTALLING AND ►1„ If�fp�p BC LL 0.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OYISI ONS OF NDS (NATIONAL DESIGN w 'YL GG(h SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM AE53 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TO T.L D. 3 7.0 P S F S E Q N - 2866 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER � �+P'.fir (�((,vpp:,, Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY DRAW NGS 60 A-Z. TFOR STHE PALTTRUSS IC COMPONENT DESIGN S DRAWING N TSHOWN. CEPTATHE SSUITABILITYOAND USE NAL IOFETHR I IIS '��/1 Q�••'•O�•�OP• ``: D U R.FAC. 1.2 5 FROM K P Ilaltle;City,FL 33844 COMPONENTFOR ANY NSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Uan�g ��j��E��`\\O� SPACING 24.0" FL Certificate of Authorization N 567 ) (AO944-#1201 - T-5 GIR 2-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required BOT CHORD 2x8 SP #1 :B2 2x8 SP #2 N: WEBS 2x4 SP #2 N :W1, W2 2x4 SP #3: NAILING SCHEDULE: (0.131x3.0_g_nails) :W6 2x6 SP #2 N: TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 5" o.c. SPECIAL LOADS WEBS : 1 ROW @ 4" o.c. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS TC From 54 PLF at 0.00 to 54 PLF at 20.81 IN EACH ROW TO AVOID SPLITTING. BC From 20 PLF at 0.00 to 20 PLF at 20.81 (1) 1/2"—bolts MAY BE USED FOR (2) 0.131x3.O_g_na11s ON BC 775 LB Conc. Load at 2.06, 4.06, 6.06, 8.06 THE BOTTOM CHORD ONLY. BC 777 LB Conc. Load at 10.06, 12.06, 14.06, 16.06, 18.06 BC 444 LB Conc. Load at 20.06 RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF, H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED W4X4 CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. 7 W 5 X 5 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X7 7 {— W5X5% W6 10-6-13 8-7-10 W W2 Li TLF 8-1-2 W3X8(A1) - W5X9(R) III W1OX10 = 62 W3X6 III R=4515 U=359 H=Simpson HHUS282 w/ (O8)16d_COM_(0.162x3.5) in Truss R=4456 U=246 W=3.5" w/ (22)16d_COM_(0.162x3.5) in Girder Girder is (2)2X8 min. So.Pine 17-6-0 3-3-12 20-9-12 Over 2 Supports PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c FL/-/3/-/E/-/- Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND _—_ T C L L 20.O P S F R E F R 1 5 1--85822 a RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHR SED BY TPI (TRUSS PLATE 0410V11111/1f TY PRACTICES PRIOR TO PERFORMING TNITO E, E$ENST TDFUNDCTIONSIO DRUNLES$TOTHDERWISEDINDICATED, TOP5 37 ICHORDFDSHALLFHAYI PROPERLY ATTACHED VR P.F%O, TC DL 7.0 P S F DATE 01/08/02 STRUCTURAL PANELS, BOTTOM ON SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THiS OESI GN TO THE IN CONTRACTOR. ALPINE ENGINEERED i C B C D L 10.0 P S F D R W HCUSR151 02008032 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THG.IS DESIGN; ANY FAILURE TO I i+V Ir DUIL RACE NGHOFT TRUSSE SIN CO THDI SMDE SIA CEGNICONPoRMSDWITHAAPPLICABGE PROUD[SLI NONSSOFPNOS(NAT ION ALN G DESIGN I No.22838 B C LL O.O P S F HC-ENG M N M/W P F ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS A0.E MADE OF 20GA ASTM AS 53 GR GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i s TOT.L D. 37.0 P S F S E Q N - 11235 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t 9�+ DRAW[NGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING !!�fi(j�qq+�4QR11P�� _`�` D U R.FAC. 1.25 FR0M K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS // y7•+ Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING I5 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 1351 �8�1 D E `�\\ SPACING 2 4.0" FL Certificate of Authorization#567 AD 1-lyes SCCTION z. �� s { (A0944-#1201 - T-6 GE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 SEE DWGS SIOOISEN0699 & GBLLETIN1001 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) SHIM ALL SUPPORTS TO SOLID BEARING. TC From 114 PLF at 0.00 to 114 PLF at 20.79 BC From 20 PLF at 0.00 to 20 PLF at 20.79 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 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. W4X4 7 —17 W3X3% + W3X3 +10-11-15 6-1-0 W5X5= + + W3X5 , 9-11-15 W3X5 —� 4 4 �— + + –7 11 15 + + T 1 2 W3X5% W3X5 L-3-1-12 — —3-0-0-- - 3-0-0— J- 2-6-0 —3-0-0—'-3-0-0—� F �E 10-4-12 'j 10 4-12 I 20-9-8 Over 8 Supports R=186 U=180 W=3.5" R=472 U=247 W=3.5" R=378 U=195 W=3.5" R=266 U=180 W=3.5" R=266 U=180 W=3.5" R=186 U=180 W=3.5" R=378 U=195 W=3.5" R=472 U=247 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c 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 \\\SC�tUtNt!/// T C LL 20.0 P S F R E F R151--85823 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO %\\\\'�GRQ /� PERFORMING TME SE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL riA4E PROPERLY ATTACHED `'ysit�'• I4 /jr T C D L 7.0 P S F DAT E 0 1/0 8 102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 BC DL 10.0 P S F D R W HCUSR151 02008034 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO yt� C BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND _ No_22839 = B C L L .0 P SF H C-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE r. 3(TATE OF CONNECTORS ARE MADE OF 2OGA ASTM A653 OR 40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO At TOT.LD. 3 7.0 PSF S E Q N - 1 1 1 9 5 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER `� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING iNOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �jr(j�,,.+� F��O• _� �� D U R.FAC. 1.2 5 FROM K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TR L SS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS I Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ,f�j /L \�� FL CertifiCate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. Jdn UU//i/ ��t%%%% SPACING SEE ABODE I I I I I I I I I . (A0944-#1201 - T-6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. W4X4= W3X5% W3X5 7 F 7 6-5-1 W5X7 --� 4 4 — W1.5X4 III 0-5-3 W1.5X4 III k-8-2-5 W3X5(F 2) W3X5(Al) f 10-4-12 -10-1-4 J (F 20-6-0 Over 2 Supports R=760 U=276 W=3.5" R=757 U=271 H=Simpson LUS24 w/ (02)10d_COM_OR_16d_SINK_(0.148x3) in Truss w/ (04)10d_COM_OR_16d_SINK_(0.148x3) in Girder Girder is (2)2X8 min. So.Pine PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ,�,{{{t{1111) T C L L 20.0 P S F R E F R 1 5 1--85824 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I/ PERFORMING THESE FUNCTIONS.FUNCTIONS. UNLESST OTHERWISE0. D INDIS ICATED, T OP I CHORD SHALLOR HAVE TY PROPERLY ATTACHED ��tRACTICES R OR TOAAA��E R P ��/��" TC DL 7.Q P S F DATE 01/08/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� llCq• •2�� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ' U : S C D L 10.0 P S F D R W HCUSR151 02008021 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO n p�L _ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND NQ.f�'$3(7.. = B C L L 0.Q P S F H C-ENG M N M/W P F ALPINE BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE Pft OV ISIONS OF NDS (NATIONAL OE SIGN _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE : STA'rE OF CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 3 7.0 P S F S E Q N - 11132 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��Pt�` • • '`� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •. -`. D U R.FAC. 1.2 5 FROM K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ��j�r1SY"r G\rr`'\\\� FlaineS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER J a n v+�4•S` kl,\0\° SPACING 2 4.0" FL Certificate ofAut1017Zation#567 ANSI/TPI 1-1995 SECTION 2. I) {fit\\ (A0944-#1201 - T7-H1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. W04= W3X5= Wl.5X4 III W3X5= W3X5 7 W1.5X4 III ff 6-2-5 6-1-2 W5X7 4-8-13 4 W3X5 4 L— W3X5 Je 8-2-5 +8-1-2 W1.5X4 III W3X5 IF 2-6-0 I 18-0-0 10-4-12 T 10-1-4 20-6-0 Over 2 Supports j R=758 U=290 W=3.5" R=758 U=323 H=Simpson LU26 w/ (04)10dx1-1/2_(0.148x1.5) in Truss w/ (06)10d_COM_OR_16d_SINK_(0.148x3) in Girder Girder is (1)2X8 min. So.Pine PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c FL/-/3/-/E/-/- Scale =.375" Ft. *BRACING. RNIN GEFER TO HIB USSES REQUIREHANDLRIN6 INSTAMCARE LING FABRICATION ND BRAC51NG)HAN HANDLING, LISHED BY TPI INSTALLING P AT D \\\\\\tV��/� TC LL 20.0 PSF REF R151--85825 INSTITUTE, 583 p'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFOft MING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TGP CNORD SHALL HAYE PROPERLY ATTACHED .��\ ��R/SP F/ �. TC OL 7.0 PSF DATE 01/08/02 STNOCTURAL PANELS, BOTTOM CHORD SHALL HAVE A NOT ATTACHED RIGID CEILING. ,�i **IMPORTANT* FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR151 02008027 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A L BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND N0.22839 = _ BC LL 0.0 P S F H C-ENG M N M/W PF ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE SATE OF • .. CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 3 7.0 P S F S E Q N - 1 1 1 3 0 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 ENGINEER ING �C�• ��p�aP• +` D U R.FAC. 1.25 F ROM KP Alpine Engineered F Pr33844 Inc. RESPONSIBILITY FOR ANYELY FOR PARTICULAR ETRUSS BUIILDINGO ISOTHETDESIGN REESPONS18ILIITY OF THE BUILDING SUITABILITYN. THE DESIGNER, OF PER THIS Jar'/��r.�ENV;!\'�� SPACING 24.0" FL Certificate of ARIIIOtizatioT1#567 PI 1-1995 SECTION 2. (AO944-#1201 - T7-H2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE, WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE, H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. W5X7 = W1.5X4 In W3X5= 143X5 7 F— W 3 X 3 — W3X3 7-4-5 7-3-2 W5X7 4-8-13 —J 4 4 W3X5 W3X5 8-2-5 8-1-2 141.5X4 III W1.5X4 III 4-6-0 _I_ 16-0-0 10-4-12 T 10-1-4 �F 20-6-0 Over 2 Supports R=758 U=269 W=3.5" R=758 U=331 H=Simpson LUS24 w/ (02)10d_COM_OR_16d_SINK_(0.148x3) in Truss w/ (04)10d_COM_OR_16d_SINK_(0.148x3) in Girder Girder is (2)2X8 min. So.Pine PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c 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 R151-85826 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ` %iII1111�11j�, PERFORMING THESENSTITUTEDFONDCTTONS IO RUNLESSTOTHDERWISEDINDNCATED, TOPICHORDFSHALAFHAYEPRACTICES PROPERLY ATTACHED �.�`•YLSTO R P YC// AI� T C D L 7.0 P S F DATE 01/08/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •• �IF!Q•�• •" �� '*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED hp i B C D L 10.0 P S F D R W HCU$R151 02008028 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ..tt A BUILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND N4 2Co�A _ 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 D£SIGri O SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ; STATS OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, E%CE PT AS NOTED. APPLY CONNECTORS TO c TOT.L D. 3 7.0 P S F S E O N - 11134 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Alpine Engineered Products,Inc. RESPONSIBILLIITY SOLELYTFORHE STHE TTRUSSEAL ON IC COMPONENT DESSIGNS DRAWING TSHOWES ANCEPTATHE CE SUITABILITYOAND USEIOFETHIIS •��UR�aP � � OUR.FAC. 1.25 FROM KP Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jan U�5/t dENG��' SPACING 24.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. W), �� (A0944-#1201 - T7-H3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. W5X7= W1.5X4 III W3X5= W3X3(R) III 7 F— W3X3 8-6-5 (A) 8-5-2 W5X7 4-8-13 J 4 W 3 X 5 4 L- 143X5 8-2-5�8 1-2 W1.5X4 III R=758 U=341 H=Simpson LUS24 141.5X4 III w/ (02)10d_COM_OR_16d_SINK_(0.148x3) in Truss R=758 U=245 W=3.5" w/ (04)10d_COM_OR_16d_SINK_(0.148x3) in Girder Girder is (2)2X8 min. So.Pine 6-6-0 I 14-0-0 10-4-12 1 10-1-4 20-6-0 Over 2 Supports PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.50 _ 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--85827 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE a , 1G R 11ffi .'INSTITUTE, 583D',NOFRIO DR., SUITE200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIORTO �•` - " TC DL 7.0 PSF DATE 01 08 02 PERF00.M[NG THESE FUNCTIONS. UNLESS OTHERWSSE INDICATED, TOP CHORD SHALLHAVEPROPERLY ATTACHED • /A /TRUCTURAL PANELSBOTTOM CHORD SHALLHAVE A PROERLATTCHED RIGEILING. �IMPGRTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED J'. BC DL 10.0 PSFDRW HCUSR151 02008029 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANYDEVIATION FROMTHIS DESIGN; ANYFAILURE TO _ALPINE BUILDTHETRUSSES IN CONFORMANCEWITHTPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANDttffqpp�r(X BRACING OF TRUSSES. THISDESIGN CONFORMSWITH APPLICABLE PROtliS[OMS OFNOS (NATIONAL DESIGN 221339BC LL 0.0 PSF HC-ENG MNM/WPF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • SATE OF; – T 0 T.L D. 3 7.0 P S F S E Q N - 2884 CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTM ERWISI LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ^/ DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /j/�V"�•�(•Qa��P��/,`� Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS t�9{•1►'`,11`�� D U R.FAC. 1.25 F R 0 M K P F[Rin-CItY,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER tadn / ST SEN %,`�� SPACING 24.0° FL Certificate Of Auth.iZet 0567 ANSI/TPI 1 -1985 SECTION 2. I��`- p� (A0944-#1201 - T7-H4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.31 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W8 2x4 SP #2 N: :W9 2x6 SP #2 N: WIND BC DL = 5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W4X4= W3X5= W5X5(R) III W3X5 7 I— W9 W3X3 9-8-5 (A) 1 9-7-2 W8 4-8-13 W5X12 —t4 4 L W3X5 5� WU5 8-2-5 �8-1-2 W3X5 III W1.5X4 III IE 8-6-0 1_ 12-0-0 10-4-12 r 10-1-4 20-6-0 Over 2 Supports R=758 U=221 W=3.5" R=758 U=356 H=Simpson LUS24 w/ (02)10d_COM_OR_16d_SINK_(0.148x3) in Truss w/ (04)10d_COM_OR_16d_SINK_(0.148x3) in Girder Girder is (2)2X8 min. So.Pine PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.50 FL/-13/-/E/-Z- _. Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T BRACING. REFER TO HIO 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TEL (TRUSS PLATE \\\\Ultt�tlrfr/�/ 1 C L L 20.0 P S F R E F R151-85828 INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ��\\ G R P T C D L 7.0 P S F DATE 01/08/02 PERf ORMING THESE FUNCTIONS. UNLESS 0TH ERWi SE INDICATED, TOP Cri0R6 SHALL HA4E 4ROPERLY ATTACHED ``�� • s1L4�/iryi��' STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. w� l -!/ p **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSRI5I 02008025 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO L BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No„2283` S B C LL 0.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN GO NF OR MS WITH APPLICABLE PROtlISIONS OF NDS (NATIONAL DESIGN C STATE OF • – SPECIFICATION PUBLISHED DY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALL TOT.L D. 37.0 P S F S E A N - 11156 CONNECTORS ARE MADE OF 20GA ASTM A653 OR 40 GAl.4. STEEL, EY CE PT AS NOTED, APPLY CONNECTORS TO �* EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �i�C�y.rtORiov-• DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i ,/•� `� O U R.FAC. 1.2 5 FROM K P N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SOIT%B I ITY AND USE OF THIS ,(/Vyf�•/�y�rt�� `\� Vannes City,FL 33844 ANSI/TP NT1 F10995 NSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER an 111H�tl►\\\\\�' SPACING 24.0” FL Certificate oCAutllorization tl 567 (A0944-#1201 - T7-H5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.56 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W8, W9 2x4 SP #2 N: WIND BC DL = 5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT (B) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. (A) 1X4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1404= W3X5= W3X3 W3X5 7 (— W9 W3X3 (A) % 10-2-7 (B) 1 10-1-4 W8 4-8-13 W5X12 __) 4 4 1 W3X5; W3X5 W2X4 III W1.5X4 III R=758 U=364 H=Simpson LUS24 w/ (02)10d_COM_OR_16d_SINK_(0.148x3) in Truss w/ (04)10d_COM_OR_16d_SINK_(0.148x3) in Girder R=758 U=210 W=3.5" Girder is (2)2X8 min. So.Pine 9-4-8 11-1-8 10-4-12 10-1-4 20-6-0 Over 2 Supports PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c FL/-/3/-/F/-/- Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TOONOBR91 O(HANDLING INSTALLING ANDWBRACING), ,PUBLISHEDD BY PRACTI(TRUSS ORATO `� �„t111�I��tW��r/r T C L L 20.0 P S F R E F R151-85829 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �R PF/ '� TC DL 7.0 PSF DATE 01/08/02 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� I�I•�'�ti **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� • i BC DL 10.0 PSF DRW HCUSR151 02008026 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO _ 8UILD THE TRUSSES IN CONFORMANCE 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 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN p A1C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • STATE O CONNECTORS ARE MADE OF 20GA ASTM A113 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO • • ` T 0 T.L D. 3 7.0 P S F S E Q N - 2880 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER irCi• �ORIDR�;@Q'` DRAWINGS 160 A-Z. THE SEAL ON THIS IN INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING V D U R.FAC 1.25 FROM K.P Alpine Engineered ProductsCity,FL ,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USF OF THIS I��N�� G � `�� FL CCrfltlCe(C Of UtIIOrIZB #5Ej'] AHSI OT EE N TIF OR ANSEC ARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILOING DESIGNER, PER Jan �ZN/IJ��i��```` SPACING 24.0" (A0944-#1201 - T-8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N 100 MPH WIND, 18.07 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2X4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #2 N WIND BC DL = 5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. W3X3= W1.5X4 III W3X3= (A) 1X4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 9-0-7 (A) (A) (A) 9-0-7 9-0-7 142X4 III W3X8= W2X4 III 12-0-0 Over 2 Supports R=444 U=217 W=3.5" R=444 U=204 H=Simpson LU24 w/ (02)lOdxl-1/2_(0.148x1.5) in Truss w/ (04)10d_COM_OR_16d_SINK_(0.148x3) in Girder Girder is (1)2X4 min. So.Pine PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c 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 R151-85830 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE `I�IId11111.51�� INSTITUTE, SB3 D'ONOFRI0 DR- SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO \\ '�EIS P''��j.� T C D L 7.0 P S F DATE 0 1/0 8/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOIC ATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED \\\ STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. \ �'=t�l C• ,•Y/f,�,i� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� . q A'•' BC DL 10.0 P S F D R W HCUSR151 02006022 PRODUCTS, INC.US S SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TOBUIL •� ALPINE BRACDNGHOfTTRUSSE5ES IN CONHIIOSMOESIGNAN ICONfORMSONITHAAPPLICABGE PROVDISLI N04SSOFHIP NDSG(NATIONALINSTAL IDESIGN Noo.22839 —N G AND BC LL 0.0 PSF HC-ENG M N M/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �� STATE ATE OF : = T 0 T.L D. 37.0 P S F S E A N - 2875 CONNECTORS ARE MA OF Of 20GA ASTM A653 GR40 GALV. STEEL, IC PT AS NOTED. APPLY CONNECTORS TO �' t EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER °,Q' DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��C+•�C ON.OP. :► D U R.FAC. 1 .25 F ROM KP Alpine Engineered Products,I17C. RESPONSIBILITY SOLELY FOR TME TRUSS COMPONENT DESIGN SHONN. TME SUITABILITY AND USE OF THIS +-(l+ n `.��\V`t\� HamesClty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER lir �F��ENV �\ SPACING 24.0" FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. Jan (AO944 - #1201 - T9-H1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #1 Dense ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W1.5X4 III W5X5 ni W1.5X4 7 F- 4-5-5 ED fj, 8-1-2 W3X5 W2X4(Al) __ 141.5X4 III L-2-0-0---J 0-9-8 I 7-0-0 _1_ _1 Q- 7-9-8 Over 2 Supports— z3;- R=489 U=270 W=3.5" R=663 U=350 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 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 REF R 1 5 1--8 5 8 3 1 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ,%0Wlt#11, INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO `��``.�E Rt P. ' ,� T C D L 7.0 P S F DATE 01/08/02 PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED, TO STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY P CHORD SHALL HAVE PROPERLY ATTACHED �� Rp(• �� , PRATTACHED RIGID CEILING. F (,'••. A �j *'jMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •�(. 4T•.L + BC DL 10.0 PSF DRW HCUSR151 02008007 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO •� Sr BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND A BC LL 0.0 P S F HC-ENG MRM/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PSSOROP ISIONS Of NDS (NAT AL DESIGN ��1 �-22839 � CONNECTOR SECIFICATI ARE ON PMADE SOFD 2OGABY TASTMHE M AS53AGR40RGALV EST AN STEEPER E%CEP TI AS NOTED TAPP LY1. ACON NECTORS TO ;L INE STATE OF • = T 0 T.L D. 3 7.0 P S F S E 0 N - 28883 EACH FACE OF Tft USS, 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�'Q�•• F�.QR��P••&O��` D U R.FAC. 1.25 F ROM KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHORN. HE SUITABILITY AND USE OF THIS (�•/��••• �r�� HameSCity,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jan �`�i DEN ��` SPACING SEE ABOVE FL Certificate of Authorization#567 ANS17TP1 1-1995 SECTION 2. rrr �� (A0944 - #1201 - T-9 GIR) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x6 SP #1 Dense ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. GIRDER SUPPORTS 9-11-9 SPAN TO BC ONE FACE AND 2-0-0 SPAN TO TC/BC SPLIT OPPOSITE FACE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W1.5X4 III 7 F- 4-10-13 8-1-2 W2X4(A1) = 141.04 III L-2-0-0---J LE —7-9-8 Over 2 Supports—� R=1016 U=525 W=3.5" R=787 U=450 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- 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--85832 BRACING, REFER TO 416 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Nt1ttl llff!!�� 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 ATTACKED % t�RP TC DL 7.0 PSF DATE 010802 tS / / STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `��' P• •�IFf(,`••.� '�j **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Q ��':� BC DL 10.0 P S F D R W HCUSR151 02008008 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 ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN A L48J7 BC LL 0.0 PSF HC-ENG MRM/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T . ALPINE , STATE dF CONNECTORS ARE MADE Of ZOGA ASTM A653 GR40 GALV. STEEL. ESCEPT AS NOTED. APPLY CONNECTORS TJ – TOT.L D. 37.0 P S F S E A N - 28827 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •}E' DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��('1(",�L Oq�JP: .�~ O U R.FAC. 1.25 F ROM KID Alpine Enginecred Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF T11S J ?I, , pG; SPACING S E E ABOVE Ilalne5 City,FL 334 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S \ FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. "` ... k (A0944 - #1261 9'10 H/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 HIPJACK SUPPORTS 6-11-7 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360,00 LIVE AND L/240.00 TOTAL LOAD. 12-2-10 R=221 U=322 WH5 4.98 F- 4-5-5 8-1-2 0-0-1 W1.5X4 III W4X4= R=308 U=225 + W2X4(A1) �--2-10-11 SIE 9-11-12 'I 9-10-0 Over 3 Supports ——I R=505 U=581 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.375" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC L L 20.0 PSF R E F R151--85833 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \\L«t�lll(/, INSTITUTE, 583 O'ONOFRIO DR„ SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO ��\�\\' GRP '''��i TC DL 7.0 PSF DATE 01/08/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SH LL HA4E PROPERLY ATTACHED `��l�� •iT F//��oj STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �•' `.•��rl(,'� •A_�� "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1'•• BC DL 10.0 PSF DRW HCD$R15I D20DBDD9 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i F: _ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 2'1oJ8 : B C L L 0.0 P S F H C-ENG MRM/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE ON _ II SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE�7F CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO • T 0 T.L D. 3 7.0 P S F S E 0 N - 28904 EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �11- DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ` OUR.FAC. 1.25 FROM KPAlpine Engineered Products,Ine. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS � C �r`\l'I.CCr[��{IIf�[e Qf uthorizgVpn#567 ANSIOTPI 1F1995N SECTIONCULAR BUILDING IS TME RE SPON SIB ILITV OF THEBUILDING OE SIGNER, PERJan: iiCd ��\1\i,\ SPACING SEE ABOVE (A0944 - #1201 - 7' E/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. 12-2-6 R=199 U=180 7 4-5-5 8-1-2 R=97 U=180 W2X4(A1) '--2-0-0 ��E 7-0-12 J 7-0-0 Over 3 Supports R=525 U=284 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.5" Ft. —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 TC LL 20.0 P S F R E F R151--85834 INSTITUTE, 503 D'ONOfRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO \\\t111��It� PERfORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ``�\\��E RP ,� ��j TC DL 7.0 P S F DATE 01/08/02 STRUCTURAL PANELS, BOTTOM CN OR SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. 't*Ai ''L �� i _IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� CSA' 4 B C D L 10.0 P S F D R W HCUSR151 02008013 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 I i ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN No.22839 BC LL 0.0 P S F HC-ENG MRM/MMA z SPECIFICATION PUBLISHED BY TNS AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • STATE OF : TOT.L D. 37.0 P S F S E O N - 2 8 8 9 1 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS To EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER p6 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '��•• P •v D U R.FAC. 1.25 F R 0 M K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS r�C�Af1•Cn��&_��` FLCerullcateof uthorIZ8tion#567 ANSI(TPNT1FO995NSECTIONC�LAft BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER J6r' r� C.N�\r\,\\� SPACING 24.0" (A0944 - #1201 5' C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. 11-0-6 R=125 U=180 7 3-3-5 8-1-2 R=62 U=180 W2X4(A1) -2-0-0 �= 5-0-12 --5-0-0 Over 3 Supports R=440 U=323 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale m.5" Ft. *BR CRINGNG*REFERRTOSHIBR-BUIR(HANDLINGEINSTALLIN6 ANO BRAC51NG)HANPUBrLISHEDHBYPTPI IN(TRUSSIPLATE TC LL 20.0 PSF REF R151--8_5835 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO .%%`�I E R P,P",, 7 liu PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `�� •� •L lA-ij T C D L / .0 P S F DATE 01/08/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. , ,f �I�IC• .w� "IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �` 'Q�'• v + BC DL 10.0 PSF DRW HCUSR151 02008010 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND IVB. Lf7J9 = B C L L 0.0 PSF H C-ENG MRM/MMA A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORM$ WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • STATE.OF. TOT.L D. 3 7.0 P S F S EON - 28901 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AN UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i��C��C)�IDP D U R.FAC. 1 .2 5 F R 0 M KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines CAxY FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER J a n e Y�//�` •� H G1�`�� SPACING 2 4.0" FL Certificate ofuthorization#567 ANSI/TPI 1-1995 SECTION 2. 1 1 I ''I (A0944 #1201 - 3' C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. 7 T+9-10-6 R=35 U=180 2-1-5 8-1-2 R=25 U=180 W2X4(A1) -2-0-0 3-0-12� �3-0-0 Over 3 Supports R=374 U=301 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 13.2f3 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 R151- -85836 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ttl[t11111//� INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ��tt q p lfli, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `��P. E �' z" TC DL 7.0 P S F DATE 01/08/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� • I AIC•••"Y2�i� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� I'�•' + BC DL 10.0 PSF DRW HCUSR151 02008011 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO to AI C BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO Ivo 22839:_ = B C L 0.0 P S F H C-ENG MRM/MMA L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APILICABIE PNOV[SI0N5 OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS AAE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO a TOT.L D. 37.0 P S F S E Q N - 28898 EACH FACE OF TRUSS, AND ONLESS OTHERWISE LOCAT ED ON THIS DESIGN, POSITION CONNE CTORS PER i1: •� DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING !�)•• P` �/ Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ��I G� :OR1Q�� ` O U R.FAC. 1.25 F ROM KP IlalneS City,FL 33$44 COMPONENT fOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER .(,� `�, ` FL Certificate ofAuttlorization�#567 ANSI/TPI 1-1995 SECTION 2. Jan III .- N`tq SPACING 24.0" (A0944 #1201 - 1' CJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BOT CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. PROVIDE (3) 16d TOE-NAILS AT TOP CHORD. PROVIDE (3) 16d TOE-NAILS AT BOTTOM CHORD. 7 8-8 6 0-11-5 8-1-2 W2X4(A1) 1--2-0-0— I-0-12,J 1-0-0 Over 3 Supports f 8U `==-478 RU�=425 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.5" Ft. *'WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING.NSTITUTE,REFER 583 DOONOFRIO DRH ANOUITE 200NG ?AMADISONNDWBR AC53119),PUBLISHED OR SAY TP F ETY PR ACTICESUPRIOR ATO ``��.``,'��tE Rfill,/ ,,'' TC LL 20.0 PSF REF R151- -85837 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED } � .moi TC DL 7.0 P S F DATE 01/08/02 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. wti � �•Ci9.1, _IMPORTANT*' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� BC DL 10,0 PSF DRW HCUSR151 02008012 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 D.D P S F H C-ENG MRM/MMA ALPINE BRACING DF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN C SPECIFICATION PUBLISHED BY 7HE 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 c TOT.L D. 3 7.0 P S F S E Q N - 28894 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER °I�F• F ( �' DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICASIGNTES ACCEPTANCE N THE OF PROFESSIONAL ENGINEERING �jnf�••��R6'. ,�� D U R.FAC. i.25 F R 0 M K P AIptRHaines Ciitty,FL r33844 IRC. COMPONENRESPONSIT]FORM ANY PARTIELY CULAR BUILDINGO I SO THE RESPONSIBILLDE ITY OF THE BUILDUITA BIN GI DE S IGNERSE POR TN1S Jar)O iA i�n�►`G` `� SPACING 2 4.0" FL Certificate of Authorization#567 ANSI TPI 1-1995 SECTION 2. at...._ SBC: 100 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00 2X4 BRACE (1) 1X4 "L" BRACE • (1) 2X4 "L" BRACE • (2) 2X4 'L" BRACE •* (1) 2X6 "L" BRACE • (2) 2X6 'L" 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 SPF1 2 4' 3" 7' 3" 7' 6" 8' 7" 8' 10" 10' 3" 10' 7" 13' 7" 13' 11" 14' 0" 14' 0" BRACING GROUP SPECIES AND GRADES: SPF #3 4' 1" 6' 6" 6' 6" 8' 7" 8' 7" 10' 3" 10' 3" 13' 5" 13' 5" 14' 0" 14' 0" GROUP A: z - HF STUD 4' 1" 6' 6" 6' 6" 8 7 8' 7" 10' 3" 10' 3" 13' 4" 13' 4" 14' 0" 14' 0" W STANDARD 4' 1" 5' 7" 5' 7" 7' 4" 7' 4" 9' 11" 9' 11" 11' 6" 11' 6" 14' 0" 14' 0" SPRUCE-PINE-FIR HEM-FIR 1 2 STANDARD 2 STUD 1 4' 7" 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" 11' 1" 13' 7" 14' 0" 14' 0" 14' 0" 1 #3 1 STUD 1 1 #3 ISTANDARD Sp 02 4' 6" 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" 11' 1" 13' 7" 14' 0" 14' 0" 1 14' 0" 711 #3 4' 4" 6' 8" 6' 8" 8' 7" 8' 10" 10' 3" 10' 10" 13' 7" 13' 7" 14' 0" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE Q+ (� DFL STUD 4' 4" 6' 7" 6' 7" 8' 7" 8' 9" 10' 3" 10' 10" 13' 7" 13' 7" 14' 0" 14' 0" 3 3 STUD STUD STANDARD 4' 3" 5' 8" 5' 8" 7' 6" 7' 6" 10' 1" 10' 1" 11' 9" 11' 9" 14' 0" 14' 0" STANDARD STANDARD �-- 1 2 4' 10" 8' 4" 8' 7" 9' 11" 10' 2" 11' 9" 12' 1" 14' 0" 14' 0" 14 0" E- SPF #3 4' 8" 8' 0" 8' 0" 9' 11" 9' 11" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" HF STUD 4' 8" 7' 11" 7' 11" 9' 11" 9' 11" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" GROUP B: W Q STANDARD 4' 8" 6' 10" 6' 10" 9' 0" 9' 0" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" HEM-FIR 1 5' 3" 8' 4" 9' 0" 9' il" 10' 8" 11' 9" 12' 6" 14' 0" 14' 0" 14' 0" 14' 0" 1 & BTR S P #2 5' 2" 8' 4" 9' 0" 9' 11" 10' 8" 11' 9" 12' 8" 14' 0" 14' 0" 14' 0" 14' 0" 1 W 3 4' 11" 8' 2" 8' 2" 9' 11" 10' 5" 11' 9" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0" DFL STUD 4'-11" 8' 1" 8' 1" 9' 11" 10' 5" 11' 9" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS 2R-LARCH STANDARD 4' 10" 7' 0" 7' 0" 9' 3" 9' 3" 11' 9" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0" 1 2 5' 4" 9' 2" 9' 5" 10' 10" 11' 2" 13' 0" 13' 4" 14' 0" 14' 0" 14' 0" 14' 0" 'k SPF 3 5' 2" 9' 2" 9' 2" 10' 10" 10' 10" 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" �J HF STUD 5' 2" 9' 2" 9' 2" 10' 10" 10' 10" 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" Q STANDARD 5' 2" 7' 11" 7' 11" lo' 5" 10' 5" 13' 0" 13' o" 14' 0" 14' 0" 14' 0" 14' o" GABLE TRUSS DETAIL NOTES: 1 5' 10" 9' 2" 9' 11" 10' 10" 11' 9" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' o" S P 2 5' 9" 9' 2" 9' 11" 10' 10" 11' 9" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. (� #3 5' 6" 9' 2" 9' 6" 10' 10" 11' 5" 13' 0" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" paovtDE UPLIFT CONNECTIONS FOR 90 PLF OVER DFLSTUD 5' 6" 9' 2" 9' 4" 10' 10" 11' 5" 13' 0" IT 8" 14' 0" 14' 0" 14' 0" 14' 0 CONTINUOUS BEARING (5 PSF TC DEAD LOAD) STANDARD 5' 4" 8' 1" 8' 1" 10' 8" 10' 8" 13' 0" 13' 4" 14' 0" 1 14' 0" 14' o" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" SYMMI OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUTI PLYWOOD OVERHANG. + ATTACH EACH "L" BRACE WITH 10d NAILS. GABLE TRUSS * FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. 2X4 �2N OR BETTER IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. DIAGONAL BRACE OPTION: + **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 610)j BRACE f MEMBER LENGTH. AT EACH END. MAX WEB ** TOTAL LENGTH IS 14'. GABLE VERTICAL PLATE SIZES 2X4 STUD, /3 OR T_ BETTER DIAGONAL VERTICAL LENGTH NO SPLICE VERTICAL LENGTH SHOWN BRACE; SINGLE 18" * LESS THAN 4' 0" 1X4 OR 2X3 GREATER THAN 4' 0 BUT IN TABLE ABOVE. I OR DOUBLE CUT 1 1 + + + LESS THAN 11' ' UPPER END. 2X4 (AS SHOWN) AT GREATER THAN 11' 6" 2.5X4 ONTINUOUS HEARIN + 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. THIS DRAWING REPLACES DRAWING S10015E ■•WARNING-r TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF SBC—GAB10015 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED ow It f1F� SAFETY PRACTICES PRIORBY TPI (TRUSS PLATE S TIDO PERFORMING THESE 583 D'ONOFRIO FI FUNCTIONS.R., SUITE 2 UNLES00, S OTHERWISE 3 INDICATED, ��FOR �`,'c"G F'. ' * �, �,. ,, DATE 06/25/99 TDP CHORD SHALL HAVE HEDPRIGI ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ♦ •� /' HAVE A PROPERLY ATTACHED RIGID CEILING. �� CQ• �� DRWG S10015EN0699 ■*IMPORTANT•• FURNISH A COPY OF THIS ➢ESIGN TO THE INSTALLATION CONTRACTOR. ALPINE 7 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, ,R = —ENG HAN➢LING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH • No.2283 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA L STATE.04TOT. LD. 60 PSF 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 POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL �� C�••�OR�O �� ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY EDE ' RESPONSIILITYDSCOMPONENTE OF THIS DN OF BUILDING DESIGNER, PER 1-1BUILDING 995 SECTION 2 THE 7�ter",- �� AX. SPACING 24 0 2X6 'T" GABLE DETAIL REINFORCING GABLE VERTICAL PLATE SIZES MEMBER SYM. 2X4 RC ABOUT + FOR LET—IN VERTICALS VERTICAL LENGTH PLATE IF PLATES REINFORCING 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 '1." 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 'T," BRACE, GROUP A, OBTAINED FROM THE GABVERTICAL + 2X4 *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. EB LENGTH INCREASE W/ "T" BRACE WIND SPEED 'Y' REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 7 10 % + 15 FT 2x6 40 % 50 % 110 MPH 2x4 10 % 10 % 30 FT 2x6 50 % 50 % 100 MPH 2x4 10 % 10 7 15 FT 2x6 30 % 50 % 100 MPH 2x4 10 % 10 7 30 FT 2x6 40 % 40 % + + 90 MPH 2x4 20 % 10 % PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON 15 FT 2x6 20 % 40 % RIGID SHEATHING THE ENGINEERED TRUSS DESIGN. 90 MPH 2x4 10 7 10 % 30 FT 2x6 30 7. 50 % 4 TOENAILS ATTACH EACH 'T" REINFORCING MEMBER WITH 80 MPH 2x4 10 7 20 % HAND DRIVEN NAILS: 15 FT 2x6 10 7 30 7. 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d T" REINFORCING COMMON TOENAILS IN TOP AND BOTTOM CHORD. 80 MPH 2x4 20 % 10 % MEMBER GUN DRIVEN NAILS — 0.131" X 3": 30 FT 2x6 20 % 40 % TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP 70 MPH 2x4 0 7 20 % AND BOTTOM CHORD. 15 FT 2x6 0 % 20 7 70 MPH 2x4 10 % 20 % GABLE TOENAILS TRUSS�ll SPACED AT THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE 30 FT 2x6 10 7 30 % 4" O.C. GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. EXAMPLE: ASCE GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A11015ENO699, A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699 MEAN ROOF HEIGHT = 30 FT A11030EN0699, A10030ENO699, A09030EN0699, A08030ENO699, A07030EN0699 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 S11015ENO699, S10015EN0699, SO9015EN0699, S08015EN0699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030EN0699, S10030ENO699, S09030EN0699, S08030EN0699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" 4 TOE iAlLSSEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 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, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED REF LET—IN VERT BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR �,I 111 tttt SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ♦♦�♦�,.� �.?k�j� DATE 06/25/99 TDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ♦ / HAVE A PROPERLY ATTACHED RIGID CEILING. ♦♦♦ '9 2�+ DRWG GBLLETIN0699 ■•IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ♦♦ . IC -!i�� ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS —ENG DLJ/KAR DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; DR FABRICATING, _ HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH No.22839 •� APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA STATE O ly�A? TOT. LD. 60 PSF 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 POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL Ile FAC. �'.;�(pAI�P $. FAC. ANY ENGINEERING RESPONSIBILITY SOLELY FDR THE TRUSS COMPONENT DESIGN SHOWN. THE e C/'v1s`�/� SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i�� NG { SPACING 24.0 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. WA CLB WEB BRACE SUBSTITUTION T-BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR \ IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L-BRACING: BRACING METHOD IS DESIRED. T-BRACE APPLY TO EITHER SIDE OF WEB NARROW FACE OR ATTACH WITH 16d NAILS AT 6" O.C. L-BRACE NOTES: BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE-RUN DESIGN WITH APPROPRIATE BRACING. T-BRACE L-BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 SCAB BRACING: 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X8 2 ROWS 2X6 2-2X6(*) NO MORE THAN (1) SCAB PER FACE. , ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE BRACE IS A MINIMUM 80% OF WEB T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE MEMBER LENGTH OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. THIS DRAWING REPLACES DRAWING 579,640 ..WARNING.* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL PSF REF CLB SUBST. INSTALLING AND 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 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, \5iTC DL PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� (;•. (� DL PSF DRWG BRCLBSUB0699 --IMPORTANT-* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ��v 'V 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 3,L PSF —ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH No.22839 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE STATE GF TOTS LD. PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA 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 ' 'N' . DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL F • P POMPANO BEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE �i�Clj�.ti•l OFI{0 . FAC. SUITABILITY AND USE OF- THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE ��/ F•�C�Er�` ACING RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2, r�/