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615 Paradise Ct (vault) JOB ADDRESS 1pI GJ (�GIY( I` 'i Vt TYPE WORK NIW PX l66nt PROPERTY OWNER S ��-i Yl L, TELEPHONE (q D 4) X24- 3747 CONTRACTOR ?XS+CM r I V1G. TELEPHONE C q G l2 PERMIT# �( 1J DATE /10 10 I INSPECTIONS: FOOTING Sll '-2'1 01 SLAB 5 3 TIE BEAM LINTEL NAILING/SHEATHING o/ FRAMING/COVER UP i I l /c / INSULATION FINAL BUILDING - o CERTIFICATE OF OCCU ANCY a '� ELECTRICAL PERMIT# a —v INSPECTIONS: ROUGH / ( 1�'iy FINAL f- 9-o L.. MECHANICAL PERMIT# `07 `7 3 3 INSPECTIONS: ROUGH ( c I 1 b FINAL PLUMBING PERMIT# �J 5 - � - INSPECTIONS: ROUGH/UNDER SLAB TOPOUT u ( U WATEWSEWER FINAL 9 -v w. NOTES: 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 budding construction or use. For the following: Address: 615 PARADISE COURT Owner: BESTCON INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22465 Date: 12/20/2001 DON C. FORD, 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 budding construction or use. For the following: Address: 615 PARADISE COURT Owner: BESTCON INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22465 Date: 12/20/2001 DON C. F012Q, C.B.O. , Post in a conspicuous space BUILDING, PLiN[YINGAND ZONING INSPECTIONDEPARTMEVT CITY OFATLANTIC BEA CH, FLORIDA CER TIFIC4TE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor: Building Permit Number: Address : Leval Description: Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: � � required as built BEFORE ISSUING CERT7FICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE IFIED DATE APPROVED BY Fire 1 - Public Works y/� `o�L7 ✓U � /Z 2O—0 l Planning Building CZ k6f Jao,28. 2002 6:09PM BESTCON, Inc, No.0750 P, I MAF O NG PLOT PLAN Or LOT 8 AS SHOWN ON MAP OF PARADISE COVE AS RECORDED IN PLAT BOOK 53, PACES 82 do 62A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA_ FOR. 889TCON, INC. SEARING REFERENCE: BEARWG SHONN ON RIGHT—OF—WAY LINE EREON IS THE SAYE AS SHOYM ON THE ABOVE MENTIONED PLAT. 15 ORV 4407, PAGE 184 err S8904758"E 50.00' 20•CRI. 0) RE I VES w d- 1 i N w"") M1 N � 7.5' LECAND; 1}0! -ity of Atlantic Beach o O ® Twom 0AK "100 4n u ) mLL _ and Zoning TRm"OK < a©TMMMYRTE (L < m"mm. Cn O TMrN O n§ 11.01 ZS' o x� PRMC O A IA- /0 J Z U) i PALM ,) CAMPHOR 0 CR (11.0) ?q!87*1 '05 CH-5 g A7' • (22. PARAOISE COURT (60' RIGHT OF WAY) TYPE "B" DRAINAGE NOTE: T8ELOT SHOW HE EON APPEARS TO UE VATHW FLOW 20X[8 - AE ECIC®FROM 7N[FLOOD NSWUNCS RAZE PREPARED ` INC.MAPS, COMMUNITY PANEL,ND`.12O07S- OOOlD. DATED 4-17-89. Ci1AMON ANO ASSOCIATSB, C• PROFFE;SIONAL LAND SURVEYORS DATE: MY 6 2001. 1843 NALDO AVENUE, SCALE: 1„ 20' JACKSONVRLE, FL., 32207 s,- /eCITY OF 4&4#do a /3�-dMuJ4 Office of Building Official REQUEST FOR INSPECTION Date ~ Permit No. Time Received / P.M. lS Job Address Locaf Name Contractor BUILDING CONCRETE ELECTRICAL PLU ING 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 /�F'� Z �A. Mon. Tues. Wed. ^^Tssh��urs. Friday t7 P.M. Inspection Made C r PM Inspector F Certificate of Occ anc CITY OF 1'4llairtic /3 /YI )DZ-T�3Office of Buildi OfficiaREQUEST FOR INSPE I DLA Date / Per Time Received rs ob Ad r s Locality Owner's Name Contractor .. BUILDING CONCRE E ELECTRICAL,] P BIN M C ANICAL mg ❑ Footing ❑ Roug mng ❑ ❑ Air on ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ ma ❑ Sewer ❑ Fire Place ❑ Ap Pre Fab -14-117AX READY FOR INSPECTI on. `Tuels. Wed. Thurs. ��d L Friday M. p %* 10, r Inspection Made P.M. Inspector Final Inspection ❑ 17 s` Y 753 Certificate of Occupancy ❑ � � Date FLOODPLAIN DEVELOPMENT INFORMATION Location:: Type of Development: Flood Zone: - X Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER TIE 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. COMMENTS: Applicant Acknbwledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the prop d evelopment_ Date::Z ;�j Applicant's Signature 4r . Department Use: Required Lowest Floor Elevation J As Built Lowest Floor Elevation U Survey Filed with Building Department Building Department Repres ve Jan,28. 2002 5:28PM BESTCON IRc• No•0744 P. 3 MAP SHOWING—BOUNDARY SURVkY OF LOT 8 AS . SHOWN ON MAP OF PARADISE COVE AS RECORDED IN PLAT BOOK 33, PAGES'82 do 82A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. F'ORc BESTCON, INC. KARMrC REFEIMICEI SEARMW SHOWN ON RIGHT-OF-WAY UNE MWO14 IS THE SAIF AS SHOW ON 1F# ABOVE MENTIONED PLAT ORV 4407, PAGED 184 S89'47'55"E 50.00' L O T $ N n jAN m.D V_ N CyiitY Of Atlantic Beach anU Zoning FOUNDATION R" FL EL(lsgB) W a 0 � 0 � o O N N N N o J 0arr § O O b 0 -I z fi rn 7,9' 1D.a mb h� i. ry Lr9.18 8..270.00' L-1.39' N87'15 05"W p 207 C CM 0rL08O7F9 DELTA-10'38'29' PARADISE COURT (100' RIGHT of WAY) FOUNDATION SURVEY: 10-1-2001 NOTE: IrouNbi ALL IRONS I HERE131 CONY THAT THIS SUWE'/, PvwoRMEo UNDER MY RESPONSR LE DIRECTION MEETS THE „ GN MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61017-8, FLORIDA R MUM WNu6R Low ADWINISTRATTVE CODE(PURSUANT TO SECTION 472.627, FLORIDA STATUTES), AND FURTHER CERTIFY THAT • / rOUND VION LB 1704 TNERE ARE NO NSIBI.E ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT ASSHOWN. L f t t�l NOTE' THE LOT SII wvw HEREON APPEARS TO UE*fTm I.1A��OW CI AND ASSOCIATES, INQ IOWL ONO *' AS'7b1LlD FROM 1HE FLOOD 14991NANCC NATE 1843 NALDO AVE,. JACKSO VW,FL.37207 MAPS,C01lMUNITY PANEL FID_120078-amtb_DATED 4-117-41M. Mow REVERSE CURVE oww SURVEYED AUGUST 4 2001, a or raIEPDIRm p t. -or-WAY SCALE: 20'', ac�CFTroAL w VOLUME FIELD BOOK 677 PAGE RISI E0ERED SURVEYOR NO.4487.fLORIDA CaNeR� PPE _6 _ JOSE A. HILL JR. WRVEY NOT VAUO VATNOUT 9ADOSM CURV[L'ORY:Ww . CITY OF .A&4a e& Tectal - qG"u 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 " - TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS ib 72 Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT NOTICE TO: Water Department FROM: Building Department DATE: -= =--- ---- ---------------- -- Please "------------- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Address ERU Number S;L-- =-- - :: _: ------------ n ----------- --- cf=- --------------------- ------------ -------------------------- -------------------- Sincerely, Pat Harris Building Department 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: 1 1 Address: 615 PARADISE COURT Owner: BESTCON INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME ! Use Classification: SINGLE FAMILY Permit Number: 22465 I Date: 12/20/2001 DON C. FORD, C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH I 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: 1 Address: 615 PARADISE COURT Owner: BESTCON INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY I Permit Number: 22465 i Date: 12/20/2001 DON C. FO D, C_B.O_ LPost in a conspicuous space _ + /CITY OF '_ f4&44dw /3�-Af4/M'i14ldi Office of Building Official REQUEST FOR INSPECTI �.,(- 1�—�� Date P mit No. C7� T Time l� Received y� Job Locality Owner's Name `Contractor BUILDING CONCRETE E CTRICAL PLUMBING MECHANICAL Framing ❑ Footing Rough firing ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temo Pole ❑ Top Out ❑ Heating ,Insulation Lintel ❑ ma ❑ Sewer ❑ Fire Place ❑ READ OR INSPECTION Pre Fab Tues. ( Wed. Thurs. Friday P.M. �LJ ` A.M. Inspection Made PM. Inspector Final Inspection / `� � �� Certificate of ccupancy E)(/ � Date CITY OF C5Y-�— V 7 J-3 t 4&4094'0 Be44 A-" &W14 Office of Building Official �?;' REQUEST FOR INSPECTIQ1 6 �1 3 Date Permit Na ,Time r}A.M. Received �/j J1 !/�)✓ ir` P.M. Job Address cality Owner's Name " d ;,i contractor BUILDING CONCRETE ELECTRICAL"`~j-kLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp PoleTop Out [IHeating Insulation ❑ Lintel ❑ Final ewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A-M. Mon. Tues. Wed. Thurs. Friday 1't A.M. Inspection Made ��4 t 1 P.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date CITY OF 4&44& Be4CA Office of Building ficial _ REQUEST FOR IN PECTIONj a Date � � —�� —C��1 Permit No. Yl S Time A.M. Received P.M. Job Address Locality Owner's Name Contractor ,T BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring C; Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole Top Out ❑ Heating Insulation Lintel ❑ Final ❑ Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION Wed. Thurs. Friday Z Inspection Made �v��o5 P.M. Inspector Final Inspection ❑ Certificate of Occupancy Fj Date /�111l //P.QCA'6CITY OF 4& /3 �} -"t Office of Building Official REQUEST FOR INSPECTION Date C>4— Permit No. r� Time j (, A.M Received `O"' P.M. (J ress ocality Owner's ` Name Contractor —P=; I G� CONC ETE ELECTRICAL PLUMBING MECHANICAL raming ❑ Footing D Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roo'ng ❑ Slab C Temp Pole 01 Top Out EJ Heating Insulat' n / ❑ Linirel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab ;h EADY FOR INSPECTION A.M. o Wed. Thurs. Friday A.M. Inspection Made PM. --inspector Final Inspection C]'7 Certificate of Occupancy.7F- ? ! � 5 3 Date CITY OF ri&Wu„c 3e"A-990 ud4 Office of Building Official REQUEST FOR INSPECTION Date / Permit No. Time Received P. � Job Addre s Locality �/r/ Owner's ✓'t 7 Name Contra r,,” BUILDING CONCRETE ELECTRICA PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ' Ci Rough ❑ Air Cond. & ❑ Roofing ❑ Slab ❑ Temp Pole E] Top Out ❑ Heating nsulation ❑ Lintel/ F, Final ❑ Sewer ❑ Fire Place ❑ On. � Pre Fab READY R INSPECTIONA,M. Tues. Wed. Thurs. Friday A.M. Inspection Made P.M. Inspector Final Inspection E-1 Certificate of Occupancy ❑ Date 4&4A4.0 ��t_ //CITY OF riC /3e44CA- Office of Building Offic' REQUEST FOR INSPECTION Date �6 / Permit No. 4 Time Received g'Cu Cl Job Addfess ality Owner's - ^- Name Contractor BUILDING NCRETE ELECTRICAL PLUMBING ECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑i Rough ❑ Air Cond. & ❑ Re Roofing ❑ ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Al . Th Mon. Tues. Wed. urs.�-�F� Friday Inspection Made O P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ ✓ Date CITY OF Office of Building Official REQUEST FOR INSPECTIOIf�,•`� `�� Date Permit No. Time O Received Job A dr Owner's Name Contractor BUILDING CONCRETE ELECTRICAL MBI MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ p ut ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday— M. A.M. Inspection Made P.M. Inspector f Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF 4&6^4r, Ber-cA Mid Office of Building Official f7- ....- REQUEST FOR INSOECTI -7 Date rmit No. Time A.M. Received M. Job Address Locality��/y� Owner's 7^r 7 ✓j / .. _ ontractor BUILDING" CONCRETE ¢aELE_CTRICA�L`-" FIPLUM NG / It E�CHANICALp`�,,_- -- Footing ❑ Rou- g®FiVGt ing —_Roug "�❑ A,�Eand-&-M^' LE '.. Re Rooting ❑ Slab ❑ Temp Pole M ❑ Top Out 'L` Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. LWe Thurs, Friday PIOt�� Inspection M © ' P.M. Inspector Final Inspection ❑ Certificate of Occupancy Date Nov-28 , 2001 9:DOAM BESTCON, Inc. No-M2 P. 2 111irnwF. 31 e7-901 S ST:.JOM Dw a JAcXSoWwt4jL FL November 28, 2001 Mr. Don Ford City of Atlantic Beach Inspection Department 800 Seminole Road, Atlantic Beach F!32233 Don r 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 MICKtruly, iYVtFF2iI' Dynamic Electric, Inc. Re: Hoy Residence Address: 615 Paradise Court Permit#: 22465 CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 �^ FAX (904) 247-5805 SUNCOM 852-5800 DATE AD -//-Q/ JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. RESS Please call me at.904-247-5826 if you have any questions. Sincerely---- ATLANTIC BEACH BUILDING DEPARTMENT - -- CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 _I PERMIT INFORMATION__ _ LOCATION_INFORMATION-___ - - — _ Address. 615 PARADISE COUR Permit Number: 22896 ATLANTIC BEACH, FL 32233 Permit Type: UTILITIES � Township: Range: Book: 53 Class of Work: NEW Proposed Use: SINGLE FAMILY Lot(s):8 Block: Section: i Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number_ -- Improv. Cost: i ___ _ OWNER INFORMATION _ _-. Date Issued: 10/22/2001 Name: BESTCON INC. Total Fees: 25.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 25.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 10/22/2001lace (904)246-3747 Work Desc: INSTALL SPRINKLER SI�SpA.; -- _ ---- -- — LIGATION FEES CONTRACTOR( S} - =- T� --- ' H2O MARIAGEMENT, INC. E�IT 25.00 ft . `6 S NOTICE- 11 SPECTIO T'i3E 12EQUEa DAT LEAST 24 HOL3RS P�R TO INSPECTION — _— -- BUILDING MATERIAL, FJBBISH;4tYf1EBR1S FROM THIS:WORK MUST NOT BLACED INJBLIC SPACE,AND MUST BE CLEARED UP ASID HAULED`)$t AY BY EITHER CONTRACTOR OR ER -- _--- — ` "FAILURE TO COMPLY' TH T C � ,, W 1 RE LT IN THE PROPERTY OWNER PAYli-46' 1416& .'y 1 D +IQ I ISSUED ACCORDING TO APPROVED PL'A1 �1-�tR ', T' t l2MIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS _ i i I ktts 19/23/9111 RK#ipts 6966422 ATLANTIC BEACH BUILDING DEPT. —1i'�-- --- -- --- --------_- --- 1669 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION : OWNER OF PROPERTY: -x9,� -�- _ TELEPHONE NO. PLUMBING CONTRACTOR a r , CONTRACTOR' S ADDRESS : S-23/ (f-- f_ ,;]LrLC� STATE LICENSE NUMBER: TELEPHONE: e;ZK-2 Cy��j3 HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER L�}uJ7J 3'pptr . J(a�� TOTAL FIXTURES : x$3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904) 247-5826 .O,V? ONIMS goal to►ltg►raal to►1et11lau nfr JAW 1111w,111144 tltrt,h/lot 120 tffifRlW111h Jra atq 1N go NOVA St•i )Yj*vna At"i Aloe v iIW►Onsl file Via"saw+Aiw spit 1141 f aOPIiMM �>•aW con - flOIS �Sd 0*It tf 7'101 sun IRA; tlslt UK at AtM ►inch MIM Mn If KU" a" 41194101 Y s�Q "Now f► IOW44 tfllim 11"0ifl a!f!M Iwo 1111.1P 121113 8Uf li .�t3-ZH �5d 4'0 �1' �9 T Mt ffff"O MINIL40 NMI!@ rM 109"111.1 smlt tat 5nl1 Kslt s! 1! i 'atlwast lemilix A MIN as AMC)alsa w IW%u aw 41.1110 ofljk f) ' MI to 111"11111 R8d Ad 0.01 M "!111!,311► a"own at►ti ow rR011141 1191Ri1 of silmvt slnw4 At Ilws►t 11 outittls t►wrs!1K SM 10441 441 181Yi1Y 0,17744711T14 Ml&V Id/56�LQ .31V0 ISd0'1 1Q �1 now N Ala!w i4twruo 114�atlaNr dlNJwn in nov is"m o»u,1n rM99r--tSt71 41V 3SdIn O'0Z 11 a! 0111M ss'"t +- '1 .4ter- 410S I £ - 13 Vit10 tQVIIIII :RIJ11103 1%" 9-al 9111ry Ula 1S !H *41 117— .I It-K 1d.IIt+lt 92W a8tf-a 19" 9Kt_V 4 � - sz.roddl:s t 4444440 0-a•B:— - - - ---11� �-��,g•S ..1.� 'moi-t'i Q-s-at - ,�.I._Q•�..:t..,.1.. -D_�I �....`�_ i , a-M�r _t_ o•s•e�c _ a >t83Y8 16�i'il Boo i Qi t U C Q! J —! t'Sluuo NI Naas 2411(V1f mWIR160 3)t! ! an 01 0181it63d 13ST419 Oilr lNtllflt•�'M ..i =1 SAW WANOJ N HIM MU A 3)Y1 a3311D nwi 441 133NS 3N0 R3111Y 'SLMM IsalwMOAid r 310$DW713 VfV 631Y1 JIM .9E1ZC "PR .1EISt '"Isia T10181" 11113 (101whe 29899-9Ettr/ !3v sw99t10-s£Z1iS(m 91NNYN901 Vim 'QVM 1MOILM til SVdrfl 81! 91 9311tVd3V %Sw1I1 AL '11'8 JS fxi r3litd t# n f2f SM311 t'�}� 0 f f j �� :isut9 a� ds f=t t!: rr�is fila Oran law 1T7 V v V 1111 dt hila 01111113 dwf '1A 911101 ail 41711Mt M 150r5ewltf f SrfOU Utd111 v11nMM9 Narl a3z4dmw 91tr stlfl al - if0)lSJr Obtt) ry CITY OF ATLANTIC BEACH j MECHANICAL PERMIT i 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIt'I FORMATION LCSCATIC3N 1NFG RMAYION Permit Number: 22733 Address: 615 PARADISE COURT Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot(s):8 Block: Section: Square Feet: Subdivision: PARADISE COVE Esta Value: P_ arcel Number: Improv. Cost: Date Issued: 9/25/2001 Name: BESTCON INC. Total Fees: 47.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 47.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 9/25/2001 Phone: (904)246-3747 _ Work Desc: NEW HVAC C4NTf A T t ;PLCACA101 SEES MCGOWAN'S HEATING &AIR CP..,R 1 47.00 7fi •4:h � TG t d tx " a.a,sr «YT .i��, e AAi ,,,��x'roj �Y ' AA yZ`'xiu �$,�' ""az , � N.o 77 '99 � I NOTICE-1NSPECTIt ST°BI=REQUeSTEL)AT LEAST 2 I#sOL1RS PRIER TO -NSI ECTION BUILDING MATERIAL, UBBISH AI�p 3EBRIS'FROMI`THIS WORK MUST NOT BLI16ACED IN I�JBLIC SPACE, AND MUST BE CLEARED UP"SAND HAULEEQ`AWAY BY EITHER CONTRACTOR OR R' ! "FAILURE TO COMPLYMITH T; C ^UCTfON N1F�AN RESt�lLT IN THE PROPERTY OWNER PAY(1 +M1f O LCli"�IMP T J ISSUED ACCORDING TO APPROVED RARTF MIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISI W. j _ PIZl 8 7 $47.0814 ATLANTIC BE�CH BUILDING DEPT. Date: 9/225/81 81 Receipt: 8891924 CHECKS 2M32 --� ee18ee8�r�1888 BUILDING AND ZONING INSPECTION DIT"11SION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 82288 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, ll, ill, and IV. 1. LOCATION Street Address: p 10 OF Intersecting Streets: Between And BUILDING " Sub-division 11. 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 Heatino_ & Air— Contractors Contractor (Print) Cond. Inc . Master CACO-18970 Name of11� M—4 8 Property Owner /, ij Signature of Owner signature of 0/Assthothed Agent Architect or Engineer 111. GENERAL INFORMATION A. Type of heating fuel: B. �/ IS OTHER CONSTRUCTION BEING DONE N 1 metric THIS BUILDING OR SITET (3 Gas--❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION��r(I (3 Oil PERMIT ❑ Other — Specify IV. MlCHANICAL EQUIPMENT TO EE INSTALIAD NtTURE OF WORK (Provide complete list of components on back of this form) Residential or ❑ Commercial ( Hest ❑ Space O Recessed f Control O Floor l New Building Air Conditioning: ❑ Room 0 Control ❑ Existing Building Duct System: Materia I b2� i kn �� 1f: /s_dn ❑ Replacement of existing system Mesimum eepecity c.{,m, New Installation(No system previously installed) ❑ Extension or add-on to existing system (3 Refrigeration ❑ Other— Specify C) Cooling tower: Capacity g.p.m. ❑ Fire sprinklers: Number of heads_ ❑ Elevator ❑ Monlif+ 0 Escalator (number) THIS SPACE POR OFFICE USE ONLY (3 :Gasoline pumps_ (number) IRee�iwdl Q.. Tanks (number) Remarks ❑ LIG containers (number) ❑ Unfired pressure vessel 0 fellers Permit Approved by Dam Q Other — Specify Permit Fe- LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT C"dty Ap� llhsmher VD nitn eacsiption >1[odel NumberMsutufacturer (Tons) Al CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT _ ^PERMIT INFORMATION - _LOC -INFORMATION Permit Number: 22693 Address: 615 PARADISE COURT Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot(s):8 Block: Section: Square Feet: Subdivision: PARADISE COVE Est.Value: Parcel Number: _ Improv. Cost: ' OWNER INFORMATIQN Date Issued: 9/19/2001 Name: BESTCON INC. Total Fees: 45.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 45.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 9/1912001 Phone; (904)246-3747 Work Desc: CS2/0 150AMPS 1PH 3W24 .V NEW RESID CE� CONTRACTORS :,. LIGATION FEES DYNAMIC ELECTRIC COMPANY kF` '. `f?ER, IIT '' 45.00-- ;" F a 'ro a OUGH ELECTRITIR tC NOTICE- IN > ..ECTIONS TBE R�QUESTED'AT LEA.3* '24 HOt1R 21OR TO JNSPECTION BUILDING MATERIAL, kUBBISH ANO-DEBRIS FROM THIS WORK MUST NOT B 'LACED INI�UBLIC SPACE,AND MUST BE CLEARED UP AND HAULE[' °WAY BY E .HER CONTRACTOR OR ER "FAILURE TO COMPLY lTHIC T SAN RLT IN THE PROPERTY OWNER PAYING NIC0I8ULtt I „ F O " ISSUED ACCORDING TO APPROVED PLAI „Wk 'ARP, TF RMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISION ATLANTIC BEACH BUILDING DEPT.~ ' !� �:c 9/19/91 61 Receipti4IM381 I SIMM32216M 7`�'9 6-- CITY OF ATLANTIC BEACH, FLORIDA Approved b� APPLICATION FOR ELECTRICAL PERMIT '�;p//v TO THE CHIEF ELECTRICAL INSPECTOR: DATE:TO IMPORTANT NOTICE: EIN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBTHE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. lELEdTRICAL FIRM: MASTER ELECTRICIAN SIGNATTUIR-E_ JOURNEY NAME Z�121 t!- ADDRESS: 46,15 PMRFD BOX SLOG.SIZE BETWEEN: RES.IK APT.1 1 COMM.( 1 PUBLIC( 1 INDUS.( ► NEW OLD( 1 REW.( ► AODITION( 1 TRAILER i 1 TEMP.( ► SIGNS I ► SO. FT. SERVICE: NEW Wl___' INCREASE 1 1 REPAIR ( ) FEE WNbUCTOR SIZE o7• AMPS IS'v COPPER( I ALUM.�f _ SWItCH OR BREAKER AMPS PH J W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIaIITINd OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL_ 0.30 AMPS. 11.100 AM P9. SWITCHES INCANDESCENT FLUORESCENT&M.V. _ • I<IXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONbITIOMiNG COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT OVER MOTORS H.P. VOLTAGE PHS NO. N P. VOLTAGE PHS MISCELLANEOUS _ r TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA_ NO.NEON NO. VA. MA. MOTOR SIZE SWITCH FLAS"Ell EACH SIGN - FclR�N1ARDE0 __.—_-.--- S C> 17790 aFS7CtU! a7 r ) imis vvG rvirs a rite comma toren (loxes a javaToNSJ wRimp or 1RNf7 Nri. -+ IGF CIMAD M SP f? a41 CORD 20 Sr Al :it Yxi SP #Y DsK1se: - WEDS 214 SP 03 1 Fl1Ea 2R S #3 710115SR S5 EPAIRL6 1O left WAS Iq t10TTttir eDORD. REFER ID TJRANIaG NCUSAess-ollefilws (REF /8235-65eSE 07105101) 111 VVV"' FOR ORIMIM DESIM. 1313?' THICK 32135' WAR RATER APA FKPOSIIaE 3 PILY190JOSI WSSM. ATTACH DOE SNEET TO �o EACH MTEll FACE OF TRMSS WITH BO COMM MAILS m V O.0-NMIM1 ANO GUSSET MUIRED TO IMH !cn f4CE. (MINIMUM M►ll 106 NOW FR CIRCLES.) i—I .Z i n � IO ttxaB>Q �aaa BREAR �� g • a tR•el•0 117- -D 17-6-0 17-6-0 13-0-0 4- 0 i2 6- 5.1-D 35.4-0 Qvlr 2 Supports R�I380 u 5sR ar a,s• �z PLT iTP. IfIgN Strej tD War* TPI-9'S D*slgm Criteria: TPS STD 19.54 QTY:3 Ft • 3 - F Scale .1875' t. iROSS REPAIN It 11 20.0 PSF AEF 9151--155al •o IYIrNe now"111►1 Q urrlllr d%MW*IN DMINIei f11r HIM v rtiWv � TC DL 1.0 PSF DATE 07/05/01 AND T1■ Haflsilllt a lilm". IN 1016 0116 1n 810101 MOTION Is Is srlil t IW OANNR11 IlRlff AN►11111410. UNllq N o rift 01/11"W Is"ImN BC OL 10.0 PSF DA1t ocusuil elfilax SI �-D 7 [JMCIq Ir 116 61011111 6 61001 tMw II Rally I"MIli.I"III61, - ALPINE Yalu VILLIN 116 311JI1N VISlll1 5,11161101 1AMO Mt OMICNJACINR lal t►rON4Wlel 114 * BC it- a PSF NC-Ear, MNMJDA ON TOT.0- '°31.0 PSF Sf01I - Sao 01021e 1r41 I.WIN II 1Ws Ieu1N A1r►Ic1 MY 10 IleSf 1117116 a v[ 111165 OUR.FAC `!.tS FROM AI's D11eIIl111dFm�1alk Y4 KFONHN NI I"r I" bWF.0009 10 INR IMA 6Na115,). A swirrla TIS ri11T cNXI lNYi1UM fall Oirl Ta=1 Is 61rMIN6 INE Inr1.1 WAIT$10IN6 PURI v 1111, ILCool'a"r 1�larwl $1 w llln♦ 1r■r Itraru Tarr un 11016X(1•I tNluAttl a n111/n11Nrt, ect SPACING 24,Q" CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERIuIiT INFORI�fATIt?N — L>`3C�1TItN INF+QIMAT1t)N Permit Number: 22465 Address: 615 PARADISE COURT Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot(s):8 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: _Parcel Number: _ Improv. Cost: 102,220.00 OVI�tER tkIP,4 -DON — Date Issued: 8/09/2001 Name: BESTCON INC. Total Fees: 2,866.14 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 2,866.14 JACKSONVILLE BEACH, FL 32250 Date Paid: 8/09/2001 Phone: 904 246-3747 Work Desc: NEW SINGLE FAMILY HOME 1315 RADON/1711 SURCHARGE CONTRACTOR(Sl - - APPLICATIO FEES BESTCON, INC- y PERMIT726.00 j TE#_IM AdtFEE 430.00 R IMPACT*E' 1,250.00 `l TETE /TAO' 85.00 . 00 AA �GA -H 6.25 ,QA 0.33 325.00 ,s ON N 'SON 35.00 - -' NURCktA1=tGE 7.70 ,Lt ry, �iFftGE/ATL3 w� 0.86 i S 1 NOTICt -I EC T RI Qt7 STED ATL T 2+ !tow4 �PRm`f 1 T6-F TION BUILDING MATERlAir, RUBBIS 3 R( lr Ti S: ti( ! 8A� NOT�3� ED(N Pup SPACE,AND MUST BE CLEARED AND SAY Y"EITHER_CONTRAETOR 6 .W FAILURE TO COM"' Y WITH -CO!j,$.TJW0TjQ4 LIEN LAW "L' N THE PROPERTY OWNER YIIGT BLUING INIPR NTS_".. ` ISSUED ACCORDING TO APP PLA fit.. ! P SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE f AT TIC BEACH BUILDING DEPT Operator: DiERYLE - _ Hate: 8/18/81 81 Receipt: 88 a�'K' EW.14 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: farq Ji OWNER OF PROPERTY:Ro 4 -con BUILDING CONTRACTOR: PLUMBING CONTRACTOR DON HARRIS PLUMP- i rri AND ADDRESS: P. 0. BOX 14663 ■ r ■ P■■1 .�.1■neOr�� d■r±■!■a TELEPHONE NUMBER: (904) 772.0900 F C - 0 19 19 4 STATE LICENSE NO: TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED 9-SINKS � lSHOWERS LAVATORY ' WATER HEATERS t' BATH TUBS DISHWASHERS URINALS DISPOSALS , CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS TOTAL FIXTURE COUNT: t5 s $3.50 + $15.00 = $ � - = ----= --------- - ------------------------------- INSTALLATION -------- ----------------------- -------INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF fQ&i^.odw- Be _A-&f Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time ,W A.M Received _ Job Addr L call y Owner's Name Contractor BUILDING CONCRETE ELECTRICAL MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rou ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ op Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. riday , /I- p! A.M. Inspection Made / P.M. Inspector_ — Final Inspection ❑ n Imo/ Certificate of Occupancy ❑ Date �j///,,.�`��,, //CITY OF 4+LLI /SP.m4-1&%,44 Office of Building Official REQUEST FOR INSPECTION Date t Permit No. � Time A.M. Received Job Address Locality Owner's Name Contractor BUILDING CONCRE_T ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑� Air Cond. & ❑ Re Roofing ❑ ❑ Temp Pole ❑ Top Out 171 Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place n Pre Fab READY FOR INSPECTION y�/� A.M. Mon. Tues. �' I Wed, Thurs. Friday M. t�/..© ! A.M. Inspection Made ! P.M. _ Final Inspection ❑ Inspector / �j Certificate of Occupancy D �`� -3 1 7 7 7— � _. Date CITY OF ATLANTIIC7 BEACH PERMIT CALCULATION SHEET Address �o r� ff' �� (`� O /Z Date 6 `L._ O 1 Heated Square Footage 31 @ $ 7- n per sq ft = $ (� 20 ,-G Garage Shed 39 @ $ _per sq ft = $ 0 Carport orc @ $ / U per sq ft = $ .3 2' d Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : $ �0 2 Z 0 D ' z C) $ 416 0 Total Valuation 1st $ 1100. 0®t) Remainin' g Value $3.C�'per thousand or portion thereof TOTAL BUILDING FEE $ Y IVY + 1/2 Filing Fee $ 2-- (c ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $__41 d SEWER IMPACT FEE $ ;)_ WATER METER/TAP $ CAPITAL IMPROVEMENT $ 2 "' SEWER TAP $_ SECTAO ) ( . 005j � IONHPAVING HYDRAULIC SHARES $ CROSS CONNECTION $ SURCHARGE . 0050 $— d HER $ GRAND TOTAL DUE $ ' ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH Fixture Unic Worksheet for Wacer Impact Fee FIXTnE UNITS ARE ESTABLISHED AS THE HEASUREXENT OF wA= DE!-�kND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE C77- WA7ZR SYSTE!. 'ME.WATE3 SUPPLY CH RGE LS HE:. EBY FIXED AT 7, ,;E,-.Y DOLL.kRS PE.R FIXTURE UNIT CONNECTED TO THE CI% WATER SYSTE.,.. BA HROG4i CROUP CONSISTING OF SERVICZ S7_c1K TRk? STAND WATER CLOSET, LA.VATORY & BATH (8) TUB OR SHOWER STALL (6) 12— WATER CLOSET HATF3 CLOSET. `T NX OPERATED (4) VALVE Op-.1ATED (Q) 3A7d7U3/SHCWER (2) URINAL WALL SHCVF-I GROUP PER HEAD (3) FLOOR ORA=N (1) ts!iCl6iZl STALL DCMES71 C (Z) LAUNDRY T7,.`! (Z) LAVATORY (1) S-mNK ANO (I) uASHI:IG mACHINE (3) .3 DIS-dNASHm (Z) WASh SINlK =ACs SE. OF 1 FAUCETS (_) x:-:cHEx SI.,rx (Z) DE.'iT AL LAVATORY (i) LITcz SINK WITH Wks-r'. 3 OE.`TTAL UNIT OR CUSPIDOR (1) CRIXD EX (3) RIDE- (G} URZINAI. STALL, wASHC= (�) F?,IIS13I?iC IL'i SINY (8) CO?iBI:7ATT_O.*t SIN:{ AND TRAY WITi 6FOOD DISPOS. (4) URINAL. PEDESTAL. SY?HCJN SEL DRINKING FOUNTAIN (1/2) BLCiiOUT (2) LAVATOitY. EARBER/3E.1UT: __ICE u.AKER (I/3) f SHOP (Z) SURGEONS SINK (3) O LAVATORY-, SURGEONS (_) JACUZZI (2) . V URINAL STALL, WASHOUT (4) T'OTAL FIXTURE UNITS /" $20.00 EAC:i 4/ 3 fJ JOB I4FOR2'.ATION �l,Ji i2� lsL l©�lK71 fR""EC:fl,v"ED PROPERTY DESCRIPTION ' 2 7 2001 division: QSF' QVC. City of Atlantic Beach Bulling and Street Name DESCRIPTION or or Address: �- (If in a FLOOD HAZARD Flood Zone: area complete page 3) /V Brief Description /V CJ( i-t f I r n ;IV Class of Wor ew / Remodel/Addition: ZONING INFORMATION`S Type of Construction: Zoning Propos �� (� District: Use: I Estimated Value $ C)La ^' l llJ • CIO Exceptions or Variances Materials: e Granted: x 14 ,41 Solid o ille Ground• =�----^�� Ro f Method of Heating.- OWNER INFORMATION operty Owner: Phone: 3 32LL:7 ding AddressS CONTRACTOR INFORMATION Contractor: Phone:_ � �� Mailing Address: Z p: STATE LICENSE NO: CSC. �� —Date: er I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION ANJ KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PE S CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS SUPP RTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. t' Owner Signature ` DATE Contractor Signature Sarn DATE IN TO AND SUBSCRIBED BEFORE ME BY rC��S THIS 25 DAY LL I-17 &Y-06/ , 199_ NEIDEWOtFGANG NOTARY PUBLIC NOTARY PUBLIC•STATE OF FLORIDA MY COMMISSION EXPIRES DEC.28,2009 COMMISSION NO.CC887719 "01.1.15:09 CLARSON 232 P02 MAP SHOWING PLOT PLAN OF LOT AS SHOWN ON MAP OF PARADISE CO: VE AS RECORDED IN PLAT BOOK 53, PAGES 82 & 8 A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,' FLORIDA. FOR. BESTCON, INC. QWINA RFFFRFN(:Ft REARING SHOWN ON RIGHT-OF-MY LINE HEREON IS THE SAME AS SHOWN ON THE A86VE M&710NFU PLAT. t r ORV 4407, PAGE 184 589'4758"E 50.00' 20' ORL v z: } r � LANAI h' LEGEND: k OAK TWIN OAK 111.71 lco TRIPLE OAK 0. W O .A !i { M J n MAQNOLIA e CEDAR O w i � MYRTL E O z C J LL } TRIPLE MYRTLE N Q TVAN MYRTLEa N o! TUN PEAR SWEET Qum -� Q >� PINE n PA110 4 I f � PALM 7. CAMPHOR ^� 20' 8RL " �i v 71.7) (14",1 ",12 (11.0 APPROVED 871 '050* CITY OF ATLANTIC BEACH CH==5 5 07' PLANNING R ZONING OFFICE R-270,00, L 50.15' e��(: n 4 7041 (z2• ' , ;;:;;;;;�s. 10054 Page 547 NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO.1723 86-2040 STATE OF FLORIDA COUNTY OF DUVAL The undersigned hereby gives notice that improvements will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this notice of commencement. 1. Description of real property to be improved (legal description and address,if available): Lot 8,PARADISE COVE,according to the plat thereof recorded in Plat Book 53,pages 82 and 82A of the current public records of Duval County,Florida. 2. General description of improvements: Single Family Residence 3. Owner,Information Doe# 20011162633 (a) Name and Address: Book: 10054Pa e: 54� BESTCON,INC., 2440 South Beach Parkway,Jacksonville Beach,FL 32250 Fred A Recorded Phone#(904)246-3747 Fax 4(904)246-7126 07/05/2001 09:06:40 AN (b) Owner's interest in the site of the improvements(if other than fee simple title holder): JIM FULLER CLERK, CIRCUIT COURT (c) Name and Address of fee simple title holder(if other than owner): DUVAL COUNTY TRUST FUND $ 1.00 COPY FEE $ 1.00 4. Contractor: CERTIFY $ 1.00 Name and Address: Same as Owner RECORDING $ 5.00 Phone# Fax# 5. Surety on any payment bond: (a) Name and Address: Phone# Fax# (b) Amount of bond $ (copy of paymerut bond,if any,attched hereto.) 6. Name of any lender making a loan for the construction of the improvements: AMSOUTH BANK 9424 Baymeadows Road,Suite 100 Jacksonville,FL 32256 Phone#(904)281-7610 Fax#(904)281-7647 7. Persons within the State of Florida designated by owner upon whom notices may be served as provided by Section 713.13(lxa)7,Florida Statutes(Name and Address): Phone#: Fax#: 8. In addition to himself,owner designates the following person to receive a copy of lienor's notiice as provided in Section 713.13(1)(b),Florida Statute(Name,Bank and Address): Gary Hollifield,Amsouth Bank 9424 Baymeadows Road,Suite 100,Jacksonville,Florida 32256 Phone#: Fax#: 9. Expiration date of notice of commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): BESTCON,INC. f� By:_( PA W.NICHOLS,TIS PRESIDENT (OWNER) Sworn to and Snhserihed he.fore me. Duval County Florida Page 1 of 2 City of Jacksonville Florida Clicking on the map will: Zoom-out k x F , �tiyx �F �V u.. y i I, K, „r 4 I I (c)City of Jacksonville Enter one of the following to LOCATE RE: Address: or Reset m-ap Map created: 8/9/01 10:31:45 AM. Maps generated using the City of Jacksonville's Geographic Information Syst public information from various departments and agencies within the City of Jacksonville. Maps and associated must be accepted and used by the recipient with the understanding that the primary information sources should for verification of the information contained on these maps. As such, the City of Jacksonville make no war expressed or implied, concerning the accuracy, completeness or reliability or suitability of this data for particular use. Furthermore, the City of Jacksonville assumes no liability whatsoever associated with the use such data. HELP Property Appraiser Access Jacksonville http://cojmap.coj.net/scripts/esrimap.dll?name=JAX&Cmd=ZO&Re=&Address=&Owner=&LI..: 8/9/01 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1315 Builder: BASTCON Address: &j CJ I1rCJ(`5� Cbctr--.� Permitting Office: City, State: a�� 1 �� 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(ft2) 1315 ft2 c. N/A _ 7. Glass area&type _ a. Clear-single pane 0.0 ft2 - 13. Heating systems b. Clear-double pane 179.0 ft2 - a. Electric Heat Pump Cap:30.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:6.80 _ 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, 163.5(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=11.0,925.0 ft2 _ EF:0.86 _ b. Frame,Wood,Adjacent R=11.0, 186.0 ft2 _ 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, 1338.0 ft2 _ 15. HVAC credits b. Under Attic R=19.0,92.0 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, 150.0 ft _ MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as-built points: 19108.00 PASS Total base points: 19485.00 I hereby certify that the plans and specifications covered Review of the plans and by this calculation arp_,in compliance with the Florida specifications covered by this ogz> sT9��° t Energy Code. calculation indicates compliance with the Florida Ener Code. j PREPARED BY:�'t�'GILB RT MILLER Energy Before construction is completed DATE: '�--s�'?._--<: -:� c� a / this building will be inspected for I I hereby certify that this buildin as designed, is in compliance with Section 553.908 �. compliance M11Fi*e-Nf lorid ergy Co Florida Statutes. OWNER/ GENT BUILDING OFFICIAL: DATE: i DATE: EnergyGauge®(Version: FLR3PA 2.02) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1315.0 33.05 7824.0 Double,Clear W 10.0 7.7 5.0 36.99 0.47 87.3 Double,Clear W 8.5 6.0 30.0 36.99 0.46 508.3 Double,Clear N 1.3 2.3 8.0 19.22 0.81 124.0 Double,Clear N 1.3 5.3 15.0 19.22 0.94 270.6 Double,Clear N 1.3 4.0 4.0 19.22 0.90 69.3 Double,Clear E 1.3 4.5 8.0 40.22 0.87 281.4 Double,Clear E 1.3 10.0 15.0 40.22 0.99 596.4 Double,Clear E 1.3 7.0 15.0 40.22 0.96 576.6 Double, Clear E 1.3 6.5 40.0 40.22 0.95 1526.2 Double,Clear S 16.3 7.0 34.0 34.50 0.44 519.1 Double,Clear S 1.3 3.5 5.0 34.50 0.74 127.2 As-Built Total: 179.0 4686.4 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 186.0 0.7 130.2 Frame,Wood, Exterior 11.0 925.0 1.70 1572.5 Exterior 925.0 1.70 1572.5 Frame,Wood,Adjacent 11.0 186.0 0.70 130.2 Base Total: 1111.0 1702.7 As-Built Total: 1111.0 1702.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 165.2 As-Built Total: 38.0 110.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1315.0 0.60 789.0 Under Attic 30.0 1338.0 0.60 802.8 Under Attic 19.0 92.0 1.10 101.2 Base Total: 1315.0 789.0 As-Built Total: 1430.0 904.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 163.5(p) -37.0 -6049.5 Slab-On-Grade Edge Insulation 0.0 163.5(p) -41.20 -6736.2 Raised 0.0 0.00 0.0 Base Total: -6049.5 As-Built Total: -6736.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1315.0 10.21 13426.2 1315.0 10.21 13426.2 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: BASE AS-BUILT Summer Base Points: 17857.6 Summer As-Built Points: 14093.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 14093.9 1.000 1.047 0.341 1.000 5036.3 17857.6 0.3573 6380.5 14093.9 1.00 1.047 0.341 1.000 5036.3 EnergyGaugeT" DCA Form 60OA-97 EnergyGaugeS/ResFREE'97 FLR3PA 2.02 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 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 1315.0 9.76 2311.3 Double,Clear W 10.0 7.7 5.0 10.77 1.19 64.2 Double,Clear W 8.5 6.0 30.0 10.77 1.20 387.5 Double,Clear N 1.3 2.3 8.0 14.30 1.01 115.7 Double,Clear N 1.3 5.3 15.0 14.30 1.00 215.1 Double,Clear N 1.3 4.0 4.0 14.30 1.00 57.5 Double,Clear E 1.3 4.5 8.0 9.09 1.05 76.4 Double,Clear E 1.3 10.0 15.0 9.09 1.01 137.6 Double,Clear E 1.3 7.0 15.0 9.09 1.02 139.2 Double,Clear E 1.3 6.5 40.0 9.09 1.02 372.0 Double,Clear S 16.3 7.0 34.0 4.03 3.57 489.9 Double,Clear S 1.3 3.5 5.0 4.03 1.35 27.3 As-Built Total: 179.0 2082.3 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 186.0 3.6 669.6 Frame,Wood,Exterior 11.0 925.0 3.70 3422.5 Exterior 925.0 3.70 3422.5 Frame,Wood,Adjacent 11.0 186.0 3.60 669.6 Base Total: 1111.0 4092.1 As-Built Total: 1111.0 4092.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 18.0 8.00 144.0 Base Total: 38.0 453.0 As-Built Total: 38.0 312.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1315.0 1.20 1578.0 Under Attic 30.0 1338.0 1.20 1605.6 Under Attic 19.0 92.0 2.00 184.0 Base Total: 1315.0 1578.0 As-Built Total: 1430.0 1789.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 163.5(p) 8.9 1455.1 Slab-On-Grade Edge Insulation 0.0 163.5(p) 18.80 3073.8 Raised 0.0 0.00 0.0 Base Total: 1455.1 As-Built Total: 3073.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1315.0 -0.59 -775.8 1315.0 -0.59 -775.8 EnergyGaugeO DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: BASE AS-BUILT Winter Base Points: 9113.7 Winter As-Built Points: 10573.9 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 10573.9 1.000 1.064 0.501 1.000 5641.9 9113.7 0.5340 4866.7 10573.9 1.00 1.064 0.501 1.000 5641.9 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge8/ResFREE'97 FLR3PA 2.02 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.86 3 1.00 2809.86 1.00 8429.6 As-Built Total: 8429.6 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 6380.5 4866.7 8238.0 19485.2 5036.3 5641.9 8429.6 19107.8 PASS &ZFIE ST,9l�o�.n h nnr •,ii '`'r`•``,a � a COD WE EnergyGaugeTm DCA Form 60OA-97 EnergyGauge(@/ResFREE'97 FLR3PA 2.02 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 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 corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavi between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. _ Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min.insulation. HVAC Controls 1607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =82.8 The higher the score,the more efficient the home. 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(ft') 1315 ft' c. N/A 7. Glass area&type _ a. Clear-single pane 0.0 ft' - 13. Heating systems b. Clear-double pane 179.0 ft' - a. Electric Heat Pump Cap:30.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft' _ HSPF:6.80 _ d. Tint/other SC/SHGC-double pane 0.0 ft' b.N/A 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0,163.5(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=11.0,925.0 ft' _ EF:0.86 _ b. Frame,Wood,Adjacent R=I 1.0, 186.0 ft' _ b.N/A a NIA _ 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, 1338.0 ft' _ 15. HVAC credits b. Under Attic R=19.0,92.0 ft' _ (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, 150.0 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) TILE sT in this home before f141 i pection.Otherwise,a new EPL Display Card will be completed �yo4 =9TFQ6 based on installed ode c p1'ant features. ° _ Builder Signature �C� -' Date: o[ JC a` v Address of New Home �By/FL Zip: �F ' OD WE *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater(or 86 for a US EPADOE EnergyStarT designation), your home may qualms 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 edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version: FLR3PA 2.02) Residential System Sizing Calculation Summary Project Title: Class 3 Rating 1315 Registration No. 0 Climate: North 10/11/00 Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 77F 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 23682 BtuhTotal coolingload calculation 26723 Btuh Submitted heating capacity 30000 Btuh Submitted cooling capacity 30000 Btuh Submitted as %of calculated 126.7 % Submitted as % of calculated 112.3 % WINTER CALCULATIONS Winter Heating Load for 1315 sqft) Load component Load Ducts(5%) Window total 179 sqft 4940 Btuh Wndows(21%) Wall total 1111 sqft 3480 Btuh I " Door total 38 sqft 526 Btuh Infe.c2e%) Ceiling total 1430 sqft 1923 Btuh 3 ceeln9ace%) Floor total 164 ft 5036 Btuh " Infiltration 159 cfm 6649 Btuh (4 Subtotal 22554 Btuh Duct loss 1128 Btuh Floors(21%) TOTAL HEAT LOSS 23682 Btuh SUMMER CALCULATIONS Summer Cooling Load for 1315 sqft) Load component Load Window total 179 sqft 7651 Btuh Latent Wderne1(4%) Wall total 1111 sqft 2095 Btuh Door total 38 sqft 404 Btuh Latentinfil.(,9%) ~dows(29%) Ceiling total 1430 sqft 2161 Btuh E Floor total 0 Btuh Infiltration 149 cfm 3118 Btuh Internal gain 3300 Btuh W*.0atrc12%) Subtotal(sensible) 18729 Btuh � ( ) Duct gain 1873 Btuh Ducts(7%) YVaUa(89E) Total sensible gain 20602 Btuh Infl,.(,2%) Doora(2%) Latent gain(infiltration) 4971 Btuh Latent gain(internal) 1150 Btuh The sizing method used was �ergyGauge®System Sizing. Total latent gain 6121 Btuh PREPARED BY: TOTAL HEAT GAIN 26723 Btuh DATE: ?' --`!!— EnergyGauge® FLR3PA 2.02 Paradise Cove Specs OWNER: Hoy Lot8 Paradise Cove SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 7/24/2001 CONSTRUCTION JOB ADDRESS: Lot(s)8 Paradise Cove 615 Paradise Court Atlantic Beach, Fl. All Items may not apply.(Mark those either"In Allowance,""Owner Choice,"Not Applicable—"N/A"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: 2500 Slump: 3 Width: 16" Depth: 8" Reinforcing:#5 steel reinforcement Number: 2 Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FROST FOOTING-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: Concrete Block If Concrete Block-Size: 8"x 16" Concrete Mix or PSI: Type M 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 TVent;7N/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 T—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 Paradise Cove Specs OWNER: Hoy Lot8 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 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish&Curing Compound/Sealer: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness:4" Size:Varies Finish &Curing Compound/Sealer: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: Fibermesh Fill: Sand Thickness:4" Size: T wide Finish &Curing Compound/Sealer: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 8' x 10' Finish &Curing Compound/Sealer: Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness:4" Size: 16'wide Finish& Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: 2-#5 at perimeter FOUNDATION BOLTS: See engineering details Location: See engineering details 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 corners; 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 stairjacks, treads and risers. BESTCON,INC. 2440 South Beach Parkway•Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 2 Paradise Cove Specs OWNER: Hoy Lot8 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: NIA Glue: N/A Wall Sheathing Material: 7/16"O.S.B Size:4'x8' Comer Brace Material: N/A Wall Siding Material: CERTAINTEED Cedar Impressions(gables&detail areas) & Size: Varies Mainstreet(Fronts, Sides&Rear) 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 NIA 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 3 Paradise Cove Specs OWNER: Hoy Lot8 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 Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material: CERTAINTEED Fiberglass Grade: 25 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 TStephingle Flashing: 5"x 5"galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26#x 18"galvanized Roof Fans/Vents: 6' steel off-ridge BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 4 Paradise Cove Specs OWNER: Hoy Lot8 Paradise Cove 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor NIA 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 1 st 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 T-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 5 Paradise Cove Specs OWNER: Hoy Lot8 Paradise Cove 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek -1650 Ceiling Fiberglass Batt/Blow 9-1/4713" 30 Kraft -1700 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer Wor Material Style Size 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 6 Paradise Cove Specs OWNER: Hoy LotB 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 ,/Zn Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock 1/2 " Ceiling Nailed 3 Texture Finish-Walls: Smooth Finish-Ceilings: 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 7 Paradise Cove Specs OWNER: Hoy Lot8 Paradise Cove 11.CABINETS,VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE 8/0R MATERIAL Kitchen WilsonArt 4"WilsonArt None Master Bath WilsonArt 4"WilsonArt None Guest Bath Bath #1 I WilsonArt 4"WilsonArt None [Bath#2 Other: 12. MASONRY: MORTAR MIX: N/A FACE 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 BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile &Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish:Textured Thickness: 5/8" No. of Coats: 3 Mortar Color/Painted: Per Color Sheet Metal Lath:w/felt Other: Stucco at foundation only BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 8 Paradise Cove Specs OWNER: Hoy Lot8 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: =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: NIA 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 9 Paradise Cove Specs OWNER: Hoy Lot8 Paradise Cove 14. PLUMBING: Waste Disposal-Public: City of IM Beach Private: N/A Disposal Field: N/A Water Supply-Public: City of. Beach Private: N/A Pressure Reducing Valve-Make & Model: N/A Gas Supply-Public: N/A Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor NIA Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue 3/" House to Water Heater CPVC SCD40 Glue 3/" House to Bathrooms CPVC SCD40 Glue 3/"TO %" House to Kitchen Sink CPVC SCD40 Glue %"TO 1/2" House to Refrigerator CPVC SCD40 Glue 3/"TO'/z" House to Dishwasher CPVC SCD40 Glue 3/"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 10 Paradise Cove Specs OWNER: Hoy Lot8 Paradise Cove Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number, etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet Toilet Seat Church Church Shower Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D- DELTA D- 2710LHP/H62/A6 1448LHP/H71/ 2WH A72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A7 2WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH A22WH Lavatory 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 11 Paradise Cove Specs OWNER: Hoy Lot8 Paradise Cove Fixture Description-Brand Name, Model Number, etc. Size/Other Kitchen Sink 33"x 22" Kit. Sink Faucet/Control 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 L__ i I 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-M365 904 246-3747 • Fax 904 246-7126 Page 12 Paradise Cove Specs OWNER: Hoy Lot8 Paradise Cove 220 High Voltage Wiring Detail: Item Wire Size Breaker Size Individual Circuit Quantity 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 E-- 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 13 Paradise Cove Specs OWNER: Hoy Lot8 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 14 Paradise Cove Specs OWNER: Hoy Lot8 Paradise Cove 110 Voltage Wiring Detail (continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 Cl 11 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 wall bracket) Progress 5846-11 1 Front Porch (O/H) Progress 5805-11 1 Kitchen Sink(O/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 15 Paradise Cove Specs OWNER: Hoy Lot8 Paradise Cove 16. PAINTING: PAINT, EXTERIOR 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: Wails of Finished Area: Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: 0 texture Number of Coats: N/A Garage Walls: 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 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 16 Paradise Cove Specs OWNER: Hoy LotB Paradise Cove 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To T-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To T-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: NIA Number of Telephone Outlets: 2 Number of Television Outlets: 3 Burglar Alarm Brand Name&Model: N/A Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 Paradise Cove Specs OWNER: Hoy Lot8 Paradise Cove 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 -3 gallon plants (species varies with availability) Yardage and type of mulch: 1I yds. Cypress Other: 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22.ALLOWANCES: ITEM Manufacturer and Model/Style INSTALLATION 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 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 18 r LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 -7 / 23 / 2001 Re:-Wind Loading Requirements For Lo t-'S Q arOJi se. COVC Jax. 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 #lo 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 sheathingitrusses system is of the flexible type, b) that the shear wails 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 wails 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. Sincerely Louis J. Gabriel, P.E. a 'WIND FORCES STRUCTURAL ANALYSIS FOR THE NEW RESIDENCE LOCATE ,,�) ON LOT -# 8 P��ra�� sc COvE JAX. 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: 10 U-Y , 2001 `oC'C e- �tw S '�1 e. 0 LLcnw•-,-Z g tr=tmv%L gtkmci S :A)l Ito0 w za goo i Yu s S Plo o r Rym!!el l `wwu. 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Tor c .�he Facet movie of tke temsiw" baL&- � Solt- Fir's, P%tFir'•. C Lc4ylr ttic. bolt w►Lt W� Y V vU Out a*%. _iUc- Sole. �, L Ae-4 td Shear o..FFr.--For a CoNpkti. FWLwrr ; �IKs ..% ",or G•• L ti'ad dam ca fwc Z + Y haui(r , c au t " w ��; •a► FaiQtanc w�o�c ZY I g DD 1 b s C 2 x 4 p Lac. -;#2 yv . 22oa l b C 2 x pts „ 2 5`gyp ZV Z9oo Ibs C Zx $ pta.G. , Z EYP ) LX ILNIUN Uft IN ILNIUN VMA-a WALL 'W" -Q" "h" "F" "V" "O.T.M." "D" "T'orC" "Z"10 "FV" "S" No. (ft) (ft) (ft) (Ib) (Ib/ft) (Ib/ft) (ft) (Ib) (unitless) (Ib) (ft) I } 1 f 1 I`� 2�3j'� 1�11/� 2 6 N i �A .2-33 Will \Z�'� 60 1A �t5 N f �.•3� ��H�► 2 2 6"112 k re t E_`.i� t �1 4 i 122 2Hti t o1 v u 21'1 1.31 11 `1 ��7 Lf Ito 1 8 N R 1 Z J�J I P, �,-11 �1q L �61+7 (0"/w 77`Z 1 ,;)o U= "Z" IS ALWAYS EQUAL TO 1.33 WHICH IS WIND MAGNIFYING FACTOR. SHEAR WALL CALCULATIONS 20= "NP" DESIGNATES THE NAILING SPACING AT PANEL EDGES AND INTERMEDIATE SUPPORTS FOR EXTERIOR WALLS, OR THE SCREWS SPACING AT THE PANEL EDGES AND INTERMEDIATE SUPORTS FOR lNrEOR REXXAAMPLE: 6"/"2E FOR ANWALLS, ULSSRWISE EXTERIOR WALL MEANS THAT 7/16" OSP FOR FIRST STORY WALLS_ SHEATHING SHALL BE NAILED AT 6" O.C. ON PANEL EDGES AND AT 12" O.C. ON INTERMEDIATE SUPPORTS. r All!: Oi;/Qfi1g1 1_------- ---------------- - ------------------- ------------E7 Store - bbd-- CATMCDkJL COLM `l I SCREEN m 1 � (�i - nao c� a ,eeaaoo►wwoc ur,eau►ceNM � i was PIDM IvlawAtt 1 l poRCH-- -- ;- -1 L' 1 \ w I I ICA7MEDMCENING \ __ ycvuNQ1 i ' LIVING laMTcmm II Ib MT CCUNC Famt ' -------- Q ; ? _ 10 MTcc"NG� \\ aMT -------------- ------.--------- UjIN45TMcow 1)——————— \ O I ri•uargvm a MT \ I \ I I I i COUNG � 110 U2 \ U CEN=VAULT RoomG' GARAGE\\ I �, I I IlJ o�mN aMAT \\\ I \ 1 I I a MT \ I \ I SAM � \1 \\ I oe�crmo I \ \ I I Q I �Amc 1 \\ \ I 1 n, a Mr 01 5TORAGE 1 \ y I 1 AO �a I , J L-------------------------------------------To] ----------------- --LMNG AREA 1927 sq h RC OF PLAN PAGE BUILD SET - 5 ALE: 1/4' = 1 FOOT 4 35' C— 20' 15' r O O BALLOON FRAME VAULTED GABLES! M co M 0E- 0 Z 0 FFl ITl C--) CIS I R ° 7 A4 F— c � m � n :D 0 cn � z C6 o:1D3D H I =mF- C1� I m FTI _ _ �c0 r-i Cn O Cn f\)71 R8 m m �--� I O I cc R9 I r co C I RIO I M M FT] �= z= B13 C17 m m�0 B14 I �! om 5 C18 I B16 CJ2AC-) ll- r\) =E20 J25 BALLOON FRAME 37-6 VAULTED GABLES! LN N L �X\ N N N N N �5;1 Ul W W cn 18' 6' -11 ' Lumber Un � I mi ted P . O . Box 12267 Jacksonville FL 0 32209 C J 0 4 356 - 5440 ATTENTION: Contractors Crews, & Frames Oo not out or alter trusses. Anquestions or discrepanoles should be direoted to Lumber Unlimited of 356-5440 pr or to ereotlon modlFlcatlan of any trusses (�� L—ber�nUnllmlted le not Iloble for any "bock ohar9ea" unless opproved by one of /'Ir 111f ra�wntntivws haFore the cork oreatlno the ohoroe la perPForne . SUPPORT REPORT JOB DESCRIPTION: 7790 WIND CODE: CURRENT SBCCI WIND MPH: 100 BLDG TYPE: CLOSED TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND DESC SPAN-ft SIZE-in- TYPE XLOC-ft. YLOC-ft- MAX.+* MAX.-* UPLFT.-* Al 35.000 3.500 WALL 0.000 8.094 969 -438 Al 35.000 3.500 WALL 17.708 8.094 2050 -288 Al 35.000 3.500 WALL 34 .708 8.094 674 -554 ------------------------------------------------------------------------------- A2 35.000 3.500 WALL 0.000 8.094 1380 -559 A2 35.000 3.500 WALL 34 .708 8.094 1380 -558 ------------------------------------------------------------------------------- A3 35.000 3. 500 WALL 0.000 8.094 1380 -559 A3 35.000 3.500 WALL 34.708 8.094 1380 -558 ------------------------------------------------------------------------------- A4 35.000 3.500 WALL 0.000 8.094 1380 -557 A4 35.000 3.500 WALL 34.708 8.094 1380 -557 ------------------------------------------------------------------------------- A5 35.000 3. 500 WALL 0.000 8.094 1380 -519 A5 35.000 3.500 WALL 34 . 708 8.094 1380 -540 ------------------------------------------------------------------------------- A6 35.000 3.500 WALL 0.000 8.D94 1380 -555 A6 35.000 3. 500 WALL 34 .708 8.094 1380 -557 ------------------------------------------------------------------------------- A7 35. 000 3.500 WALL 0.000 8.094 1380 -490 A7 35.000 3.500 WALL 34.708 8.094 1380 -370 ------------------------------------------------------------------------------- A8 35.000 3.500 WALL 0.000 8.094 556 -328 A8 35.000 3.500 WALL 19.708 8.094 1927 -477 A8 35.000 3. 500 WALL 34 .708 8.094 276 -308 ------------------------------------------------------------------------------- A9 35.000 3.500 WALL 0.000 8.094 971 -427 A9 35.000 3.500 WALL 17.708 8.094 2031 -297 A9 35.000 3.500 WALL 34 .708 8.094 676 -537 ------------------------------------------------------------------------------- A10 35.000 3. 500 WALL 0.000 8.094 973 -414 A10 35. 000 3. 500 WALL 17.708 8.094 2041 -334 A10 35.000 3. 500 WALL 34. 708 8.094 679 -49t ------------------------------------------------------------------------------- Bll 18.000 3.500 WALL 0.000 8.094 1056 -321 Bll 18.000 3. 500 WALL 17.708 8.094 1278 -261 ------------------------------------------------------------------------------- 812 18.000 3. 500 WALL 0.000 8.094 1057 -323 612 18.000 3.500 WALL 17. 708 8.094 1273 -280 ------------------------------------------------------------------------------- B13 18.000 3.50D WALL 0.000 8.094 767 -316 813 18.000 3. 500 WALL 17.708 8.094 650 -298 ------------------------------------------------------------------------------- B14 18.000 3.500 WALL 0.000 8.094 767 -317 814 18.000 3. 500 WALL 17. 708 8.094 650 -311 ---------------------------------------------------------------------------- 815 18.000 3.500 WALL 0.000 8.094 1243 -577 B15 18.000 3. 500 WALL 17.708 8.094 1110 -502 ------------------------------------------------------------------------ --- C16 17.292 3. 500 WALL 0.000 8.094 443 -180 C16 17.292 3.500 WALL 10. 708 8.094 759 -488 C16 17.292 3. 500 WALL 17.000 8.094 162 -150 ------------------------------------------------------------------------------- C17 17. 292 3. 500 WALL 0.000 8.094 443 -206 C17 17.292 3. 500 WALL 10.708 8.094 761 -390 C17 17.292 3.500 WALL 17.000 8.094 161 -180 --------------------------------------------------------------------------r---- C1`8 17.292 3. 500 WALL 0.000 8.094 736 -326 C18 17.292 3.500 WALL 17.000 8.094 629 -237 ------------------------------------------------------------------------------- C19 17.292 3.500 WALL 0.000 8.094 760 -180 C19 17.292 3.500 WALL 17.000 8.094 605 -180 ------------------------------------------------------------------------------- D20 11.000 3.000 HUS26 0.000 8.094 407 -180 D20 11.000 3.000 HUS26 10.750 8.094 407 -180 ------------------------------------------------------------------------------- D21 11.000 132.000 WALL 0.000 8.094 814 -261 ------------------------------------------------------------------------------- D22 4.000 3.500 WALL 0.000 8.094 629 -368 D22 4.000 3.000 HUS26 3.750 8.094 468 -247 ------------------------------------------------------------------------------- HJ23 D45 4.773 4.950 WALL 0.000 8.094 184 -218 HJ23 D45 4.773 1.500 NAILED 4.773 8.094 28 -180 HJ23 D45 4 .773 1.500 NAILED 4.773 10.080 66 -180 ------------------------------------------------------------------------------- CJ24 2R 3.037 3.500 WALL 0.000 8.094 243 -180 CJ24 2R 3.037 1.500 NAILED 3.037 8.094 23 -180 CJ24 2R 3.037 1.500 NAILED 3.037 9.886 70 -180 ------------------------------------------------------------------------------- CJ25 2R 1.037 3.500 WALL 0.000 8.094 261 -245 CJ25 2R 1.037 1.500 NAILED 1.037 8.094 18 -180 CJ25 2R 1.037 1.500 NAILED 1.037 8.719 146 -180 ------------------------------------------------------------------------------- (7790-BESTCON - Al ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ,TOP CHORD 2x4 SP #2 100 MPH WIND, 13.08 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 :B1 2x6 SP #1 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. `SPECIAL LOADS SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. ------(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/240.00 LIVE AND L/180.00 TOTAL LOAD. BC From 20 PLF at 0.00 to 20 PLF at 7.34 BC From 110 PLF at 7.34 to 110 PLF at 17.71 BC From 20 PLF at 17.71 to 20 PLF at 35.00 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. W1.5X3 III SHIM ALL SUPPORTS TO SOLID BEARING. W3X7 W3X7 W2.5X4 W1.5X3 III (A) 7 r —1 7 W3X5 (A) W 5 X 5 (A) W1.5X4 III W5X4= 2-0-0 W3X4 4.61 4.61 ` 8-1-2 W3X7= Wl.5X3 III W 5 X 7 W3X4(A1) = W2,5X4 = W2.5X4(A1) W1.5X3 Ili 11 6 01.c 17-10-4 _I ILS 17-6-0 17-6-0 18-0-0 11-6-0 5 6 0 35-0-0 Over 3 Supports R=969 U=438 W=3.5" R=2050 U=288 W=3.5" R=674/-223 U=554 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD` 19,5a OTY:3 FL/-/4/-/E/-/- Scale =.1875" 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 R235-65851 INSTITUTE, 503 D'ONOfR10 DR., SUITE 200, MADISON, WI 53719), fOft SAFETY PRACTICES PRIUR TO T C D L 7.0 P S F DATE 07/05/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVEEST A PROPERLY ATTACHED RIGID CEILING. •.•,, SPR DU CRT SA NINC LIUARNI LL N O TABEO RESPONSOF IBLED FOR ANDY T DEVIATI O NL FROM TH OI ST OF IGGN; ALPINE A NYFAIL FOR TO TT OD f��F �.' B C DL 10.0 P S F D R W HCUSR235 OI1861144 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND Z V~. i B C L L 0. PSF F H C ALPINE -ENG MM A BRACING OF TRUSSES. THIS DESIGN CONFER MS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Z VAI�1 / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 9 t {r TOT.LD. 37.0 P S F S E O N - 5654 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OF N, POSITION CONNECTORS PER _^: Vy 1� IN RESPONSIBIW N LOI TY SO LE LYTFOR STHE TRUSSEA 0IC OMPUNENT DE SIGNT SHOWNCEP TATHE SU IT ABILITYO AND USEAL ENGI OFETNIS Vf�., Op,Q�� DUR.FAC. I25 FROM AMB " AlpineEngineered1Cty,F Products,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER � �'•�TC� SPACING SEE ABOVE Haines City,FL 33844 ANS17TPT 1-1995 SECTION 2. tw.4 ,, (7790-BESTCON - A2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ,TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 :B4 2x4 SP #2 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #3 SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X5 W2.5X4 W1.5X3 III W5X5 (A) 7 F— � 7 W 5 X 7 (A) W1.5X3 III W3X9 —' 4.� — 8-1-2 W1.5X3 III W6X12 = W5X5 HS512 W3X5(A1) = W3X8(A1) W1.5X3 III 18-0-0 17-0-0 17-6-0 17-6-0 13-0-0 4-0-0 12-6-0 5 6 0 35-0-0 Over 2 Supports R=1380 U=559 W=3.5" R=1380 U=558 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TFS1:D' 19.5a QTY:3 FL/-/4/-/E/-/- Scale =.1875" Ft. "WAR N LNG— TRUSSES REQUIRE EXTREME CARE IN F.ABR ICATION, HANDLING, SHIPPING, INSTALLING AND c' BRACIG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE - T C ILL 2 0.D PSF F R E F R235--65852 INSTITUTE, 583 DUNCTION OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIC.R TO -.. " T C D L 7.0 P S F DATE 0 7/0 5/0 1 PERF0 RMLNG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY !;TT.;C HED I'" �1A it wY STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. U, F� *`[MPGR TANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIE'EEREO ��F B C D L 10.0 P S F D R W HCUSR235 01186045 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN'� H-Ii URE TO BUILD THE TRUSSES IN CONFDR MANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTAU?IG AND ALPINEBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL LESION j *JAI �# BC LL 0.0 P S F HC-ENG /MMA SPECIFICATION PURI ISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 CALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTUNJ TO I i}7�' l� T 0 T.L D. 37.0 P S F S E Q N - 5600 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNEC.TO RS PER W. DRAW NGS REESPONSIBILITY SOLELYTHE FORSEAL ON THE TRUSSIS DRAW I NG COMPONENT DESSIGNTES SHOWNCEPTANCE OF THE SUITABILITYROFESS SNALAND USEENGIOFET IS s ip �_.ORI.p�+f�� D U R.FAC. 1.2 5 FROM A M B 'f1IpI11C Engiaims City, 1XIOd84 S,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPDNSIBILITY DF' THE BUILDING DESIGNER, PEO �`''y RED E�v\ Hames Cit}',)±T. 33841 ANSI/TPI 11995 SECTION 2. SPACING SPACING 24.0" (7790 - BESTCON - A3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 :B4 2x4 SP #2 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #3 SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. CALCULATED HORIZONTAL DEFLECTION IS 0,22" DUE TO LIVE LOAD AND 0.18" DUE TO DEAD LOAD. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X5 W3X4% W 2.5 X 4 W5X5 7 r— --i 7 W5X7 0� (A) W5X5 : 1] Wl.5X3 III W3X7 = HS512 J W3X7 W3X5(Al) = W5X12 = Wl.5X3 III W3X8(A1) LL—joT�1 13-4-0 21-8-0 17-6-0 17-6-0 8-4-0 4-0-0 17-2-0 5 6 0 35-0-0 Over 2 Supports R=1380 U=559 W=3.5" R=1380 U=558 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TP? 5a FL/-/4/-/E/-/- Scale =.1875" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING /NJ BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED a TPI (TRUF) PitTE TC LL 20.0 P S F R E F R235--65853 INSTITUTE, 583 1) NOFRIO DR., SUITE 200, MADISON, WI 53719J, FOR SAFETY PRACTI_ES 'ft IDR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY .JTTACPt_D .``, �w Ar TC DL 7.0 P S F DATE 07/05/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT-•* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E:rGINEEREO B C D L 1 0.Q P S F D R W HCUSR235 01186047 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA.l,URE TO f(`lam'• BUILD THE TRUSSES IN CONFORMANCE WITH TP 1; OR FABRICATING, HANDLING, SHIPF ING, INSTALLING AND J V (C�. ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVIStONS OF NDS (HATIUNAt OFION ♦�lI =* BC LL 0.0 P S F HC /S B SPECIFI.ATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. API 11 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CUNNti,TORS `IT z p Ac =Q. TOT.L O. 37.0 P S F S E Q N - 5604 EACH FACE UP TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR PER, xrA: Vr tet, DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAI Fryr7NEE?I�iC -�91,;.!C�OR_tOPO U R.FAC. 1.25 FROM A M B -Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SDITABIEITY AND USE CF T"IS % J`� r It81IIC3 City,P1. 33$4-t COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 80IL DI IN, DESIGNER, pER s"(`RfD ENv` ANSI/TPI 11995 SECTION 2. y�� SPACING 24.0" (7790 - BESTCON - A4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 :65 2x4 SP #2 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #3 SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. CALCULATED HORIZONTAL DEFLECTION IS 0.25" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X5 W3X9 W2.5X4 7 r W5X5 7 W5X7 (A) 5 ` W6X6 = W3X7 = W3X7 W5X12 = HS512 W1.5X3 III W3X7(BI) = Wl.5X3 III W1.5X3 III Wl.5X3 III W5X5 W3X8(A1) 11-7-8 23-4-8 17-6-0 17-6-0 5-8-0 7-0-4 2-2-10 1 14-7-2 5 6 0 35-0-0 Over 2 Supports ,1 R=1380 U=557 W=3.5" R=1380 U=557 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STi9.5a FL/-/4/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, I9STALLIN.0 A4U _— T C L L 20.0 P S F R E F R235--65854 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TNI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI0 UR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRA TICL3 PRIOR TO PERFDRMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PRaPERL, Al,ACHE,, 1M TC DL 7.0 PSF DATE 07/05/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��J�l �. *'IMPORTANT** fUR NISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AL FINE ENG iNEEft EB • Q'(afi �/ BC DL 10.0 PSF DRW HCUSR235 01186048 PRODUCTS, INC. SHALL NUT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY r"IL1',RE 11 ;•� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATINf, HANDLING, SHIPPING. INSTLI;IN3 AND B C L L 0.0 P S F H C-ENG S B ALPINE 7 ^'C BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DEIGN + JQ� i r j'Y L SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE # L A CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTOR<. TU _ T 0 T.L D. 37.0 P S F S E 0 N - 5611 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - OF Q DR AW7NGS f60 AZ. THE SEAL ON THIS DRAWING 1N07 r,ATES BE OF PR OFESS1 UN At ENG TI7E ER r- '9'-- ORtQP••((� OUR FAC. 1.25 FROM AMB ftESPONG IB[LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TH IS S U U -�pll'I-Ia IICgS �TCd PtO(I844s'Inc. COMPONENT FUR ANY PARTICULAR OUILOING IS THE RE SPDN SISI LITY OF THE BUILDING DESIGNER, PER �I.� Ot...... � City, ANSI/TPI 1-1995 SECTION 2. RC L SPACING 24.0" (7790 - BESTCON - A5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 :B6 2x4 SP #2 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.25" DUE TO LIVE LOAD AND SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. 0.20" DUE TO DEAD LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. W5X5 WD9 W2.5X4 7 r— W5X5% 7 W5X7 (A) 2-11-2J 5 L_ HS512 = W6X6= W3X7 = W3X7 W5X5 W5X12 = W1.5X3 III W3X7 (131) = W3X8(Al) W1.5X3 III I� 17-6-0 _ls 17-6-0 J 5-8-0 T 4-4-8 T 4-10-6 T 14-7-2 I 5 6 0 35-0-0 Over 2 Supports R=1380 U=519 W=3.5" R=1380 U=540 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI 'STO) 19.5a _ FL/-/4/-/E/-/- Scale =.1875" Ft. "WARNING" TRUSSES REUUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANC-i TC LL Z0.0 PSF REF R235--65855 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PL ATk INSTITUTE, 583 D'ONOFRI0 DR., SUITE 200, MADISGN, WI 53719), FOR SAFETY PRACTICES PR'0!1 Ty PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED lM� 1r TC DL 7•0 P S F DATE 07/05/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. l• �y/� '-*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE LNG[NF_`R`T) BC DL 10.0 P S F D R W HCUSR235 01186049 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGN; ANY FAILURL T X ��.4j BULL. THE TRUSSES [N CONFORMANCE WITH TPI: OR FA DEVIATION HANDLING, SHIPPING, INSTALLING '.ND j '•`+ ••••'•��(� B C L L O•O P S F HC-ENG S B ALPINE 7 Al C BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESt CA / r 1 N L SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS AND TPI. .ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTERS TL; l� 1 T 0 T.L D. 3 7.0 P S F S E O N 5615 EACH FACE OF' TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, NO CONNECTORS PER Q DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINFER14r; - . C/S O��OP'••� 0 UR.FAC. 1.25 FROM AMB RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS t ••'•. 'EvPll1 elCty Products, C' COMPONENT FOR ANY PARTICULAR BUILDING IS THF RESPONSIBILITY OF THE BUILDING DESIGNER, PER '- RED SPACING 24.0° Y ANSI/TPI 1-1995 SECTION 2. » (7790 - BESTCON - A6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. _TOP CHORD 2x4 SP #2 CALCULATED HORIZONTAL DEFLECTION IS 0.42" DUE TO LIVE LOAD AND BOT CHORD 2x4 SP #2 :BI 2x4 SP #1 Dense: 0.34" DUE TO DEAD LOAD. :B7 2x4 SP #2 Dense: WEBS 2x4 SP #3 SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. W5X5 W2.5X4 W3X12 W2.5X4 7 r --1 7 W5 X9 o W5X7 (A) (A) 2-0-0 5 W8X12 S� 5 W5X5= W3X7 = W3X7 = B7 B1 5 j W5X6(R) III HS512 = 4.61 `— W1.5X3 III W3X10(Al) _ HS512 = W3X8(A1) W1.5X3 III 1�� 1 17-6-0 17-6-0 J 5-1-2 T 5-4-8 T2-2-10 r2-2-1 14-7-2 35-0-0 Over 2 Supports R=1380 U=555 W=3.5" R=1380 U=557 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI (STD} 19.5a � FL/-/4/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING All ^^ T C L L 2 Q.Q P S F R E F R235--65856 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS P'.ATE C� -I INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIER TO SMI• �.Q D L 7.0 P J F DATE Q/ Q 5 Q 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 1� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY .ATTACHED RIGID CEILING. IAV•.•••••• **IMPORTANT** TURN SH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG I�IE EKED Q•(fif• 7� BC DL 10.0 PSF DRW HCU$R235 01186050 PRODUCTS. INC. SHALL NOT BE RE SPONS[BLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FnICUkE TO j/,�f of l BU ILO THE TRUSSES IN CQNEER MANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTAILING AND i S� ALPINE BRACING OF TRUSSES TU[S DESIGN CONFORMS WITN APPLICABLE PROVISIONS OF NDS (NATIONAL GESiSN t *JfI BC LL 0.0 P S F HC /S B SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALP THE CONNECTORS ARE MADE OF [OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNFCTORS TO 1�; Of T 0 T.L D. 37.0 P S F S E Q N - 5620 EACH FACE OF TRUSS, AND uNL ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS FL RESPONSIBILITY DRAW NGS USOLELYHE FOR,EAL ON THE TRUSS ICO COMPONENT DESLC,NS DR W NG TES SHOWN�EPTATHE OSUliAB SUITAF REFS BILITY AND USE OF TNTS 11" + mss!>�C oR,�P�� O U R'FAC. 1.25 FR0M R C T Alpine Engineered Products,Inc. CDMPDNENT FUR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER z+•1RED ENG Flames City,FL 33844 ANSI/TPI I-1995 SECTION 2. '+w SPACING 24.0" w.•.•.wr (7790 - BESTCON - A7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. -TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 :131 2x4 SP #1 Dense: ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. :B7 2x4 SP #2 Dense: WEBS 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.42" DUE TO LIVE LOAD AND FILLER 2x4 SP #3 0.34" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD. W5X5 W3X12 W2.5X4 W2.5X4 7f --1 7 W5X9 W5X7 (A) (A) W1.5X3(OL) III 5W3X7= W1.5X3 III 2-0 0 -� 5 W8X12 W8X12FZ� HS 12 J W3X7 = B7 131 5 1 W5X6(R) III 5 �- 4.61 L_ W3X10(A1) HS512 = 141.5X3 III W3X8(Al) 141.5X3 III R=1380 U=490 W=3.5" R=1380 U=370 W=3.5" 1I 6-0 I 1f -6-0 19-11-9 15-0-7 (E 17-6-0 _1_ 17-6-0 5-1-2 T 5-4-8 T-2-2-10-1 2-2-10 T 14-7-2 T 5-6-0 - - 35-0-0 Over 2 Sup' Dorts---- _I PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI Sm 19.5a FL/-/4/-/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 R 2 3 5--6 5 8 5 7 BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PATE INSTITUTE, 563 D'ON0 RIC R. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR f0 PER FORMING THESE FUNCTIONS. UNLESS OTHERWISE IND IC A7ED, TOP CHORD SHALL HAVE PROPERLY ATTAC:1fDNlr T C D L 7.0 P S F DATE 07/05/01 THE TOR AL PANELS, BOTTOM OORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. LT p **IMP ORTANT`� FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE Ei:GINhFRED v ....... p C D L 10.0 P S F D R W HCUSR235 01186051 PRODUf,TS, TNG. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILUR! TO •��F(' •••F BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HER SHIPPING, INSTALLING AND f ��"` 1 r B C L L 0.0 P S F HC-ENG /S g AI I� tI C BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL 'DESIGN i -�QI' (_r N L SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL PI hE 33g CONNECTORS ARE.MADE OF 2G ASTM A653 GR4D GALV, STEEL, EXCEPT AS NOTED. APPLY CONX,.CTJR�, TC =�! - „� Q T O T,L D 3 7,0 P S F S E A N - 562 2 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOC.ATEO ON THIS DESIGN, POS IIION CONNECTORS PER Vr T Oft AW INGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN GI N`CRING �Q,.r+,/C QpIQ�:��~ D D R.FAC. 1.2 5 FROM RC 1 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THiS Y l7 f� (. Alpine Engineered Products,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER G\ 118llizS City,FL 33844 ANSI(TPI 11995 SECTION 2. L,,, E'U EN SPACING 24.0" (7790 - BESTCON - A8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. SHIM ALL SUPPORTS TO SOLID BEARING. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X5 W1.5X3 III W2.5X4 W5X5 7f (A) � 7 W5X5% ) (A) W1.5X3 III W8X12 ; W5X6(R) III J 2-0-0 —� 5 W5X5= 5 1 1 5 5 1 5 W5X5 W2.5X4(A1) W1.5X3 III W4X10 = W2.5X4(Al) E 6 F I 1 19-10-4 —I 1� 6_0 17-6-0 _I, 17-6-0 I 5-1-2 T 5-4-8 T 2-2-10 T 7-3 12 _T 7-4-4 T` 7-7-12 �1 35-0-0 Over 3 Supports =556 U=328 W=3.5" R=1927 U=477 W=3.5" R=276/-204 U=308 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPTI STD 19.5a FL/-/4/-/E/-/- Scale =.25" Ft. "'WARNING" TRUSSES REDIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING A9D T C LL 2 0.0 P S F REF F R235--65858 BRACING. REFER TO BID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLA,E INSTITUTE, S8 3 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICLS P'iIDR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TDP CHORD SHALL HAVE PROP ERLt" ATTACI'.FD - TC DL 7.0 PSF DATE 07/05/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE ESTA PROPERLY ATINSTACHED RIGID CEILING. PRODUCTiMPI SA NINA HARNINOTA8 EC.O RESP ONSIBLEDFORGN ANO TDEVIATIO NL FROMN THOIST DES IGGN; AANY NF FAILUU FF-00 i4 r P-iF B C D L 1 Q•Q PSF O R W HGD$R235 01186052 ALPINE BUILD THE TRUSSRAC ES IN CONFORMANCE WITH FH IPI; ON FABRICATING, HANDLING, SHIPPING, INSTALLlnr. ANi j iuv , BC LL Q.Q PSF HC ENG /SB BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DF;IGH SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS T..) p' T 0 T.L D. 37.0 P S F S E Q N - 5630 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERd`F Q'f+ DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING IND IC.ATES ACCEPTANCE OF PROFESSIONAL ENG INFER ING �E�R�Qr,��C D U R.FAC 1.2 5 FROM R C T ..AI(Illl}I�I[1C5 City, Products,lES nc. COMPONENTT ILIT FORM A N YS(JL P ART I CUL ARES UILDINGO IS TH ET RDESPONSI BE LITE OF THE BUILDBINGI 1) IGNER,AND OR TH[5 ��/S q o ENG�� ty. ANSI/TPI 1-1995 SECTION 2. C C»V SPACING 24.0 (7790-BESTCON - A9 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 12.64 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 :BI 2x6 SP #1 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. SPECIAL LOADS SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. ------ (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/240.00 LIVE AND L/180.00 TOTAL LOAD. BC From 20 PLF at 0,00 to 20 PLF at 7.34 BC From 110 PLF at 7.34 to 110 PLF at 17.55 SHIM ALL SUPPORTS TO SOLID BEARING. BC From 20 PLF at 17.55 to 20 PLF at 35.00 (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. W1.5X3 III 0X7 W3X7 W5X7 W3X4 W5X5% 7 r 7 W 5 X 5 (A) W1.5X4 III W5X4= 2-0-12.5X4 —' 4.61 4.61 ` 8-1-2 W3X7 = W1.5X3 III W3X4(Al) = W2.5X4 = W2,5X4(Al) W1.5X3 III W5X12 1T-6�01.,� 17-10-4 _I TMJ I� 16-0-0 _I,3-0 0 _I, 16-0-0 18-0-0 T 11-6-0 35-0-0 Over 3 Supports —1 R=971 U=427 W=3.5" R=2031 U=297 W=3.5" R=676/-211 U=537 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STJ` 1995a QTY:l FL/-/4/-/E/-/- Scale =.1875" Ft. ' WARNING*` TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS ELATE TC LL 20.0 P S F R E F R235--65859 INSTITUTE, 583 D. NOFRID DR., SUITE 20D, MAD JUN, WI 53719), fDR SAFETY PR ACT?CES: 9R JR TO �+�Miy PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED q TC DL 7.0 P S F DATE 07/05/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I UG 'vTT/i_ —IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN$INEEREC ♦ •p•��F •',•7� BC DL 10.0 PSF DRW HCNSR235 01186046 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FATIUFE TO ��.��` �� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,, HANDLING, SHIPPING, INSTALL>NO AND J v B C L L Q,0 P S F H C-ENG MMA ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROV iJIUNS OF NOS (NATIONAL JS IN l • Jul SPEC F]CAT]ON PUBLISHED BY THE AMIRICAN FOREST AND PAPER AJSOG,I ATION) AND TPI. AL PIN: xx j CONNECTORSARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTOR_, TO i 9', •Q T 0 T.LD 37.0 P S F S E Q N - 5650 EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ;.VC` DRAWINGS 160 A2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINFf RINO s C/•'•!C[ P•f• / i S R.. DUR.FAC. 1 .25 FROM RCT Alpine Engineered Products,Inc. "s AS SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIT AB CLCTY AND USE OF h[$ ''=y RFD ENG P tI81ACS City,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILOi G IS THE RESPONSIBILITY OF INE BUILDING Df SIGN ER, PER �„{,• SPACING S E E ABOVE ANSI/TPI 1-1995 SECTION 2. n.N••„W (7790-BESTCON - A10 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 12.06 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 :131 2x6 SP #1 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W4 2x4 SP #2: WIND BC DL = 5.0 PSF. SPECIAL LOADS SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. ------ (LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1,65 to 54 PLF at 36.65 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. BC From 20 PLF at 0.00 to 20 PLF at 7.34 BC From 110 PLF at 7.34 to 110 PLF at 17.71 SHIM ALL SUPPORTS TO SOLID BEARING. BC From 20 PLF at 17.71 to 20 PLF at 35.00 (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. W5X5= W2.5X4 = W5X5 W2.5X4 W1.5X3 III W1.5X3 III 7 r (A) (A)W � 7 W5X12 2-0-t H3= W3X7 = � 4.6 1 4.61 8-1-2 W3X7= 61 W1.5X3 III W1.5X4 III W3X4(A1) = W2.5X4 = W2.5X4(Al) W1.5X3 III 1 °1 6y0IF 17-10-4 I 14-0-0 _I, 7-0-0 I 14-0-0 f 18-0-0 T 11-6-0 5 6 0 35-0-0 Over 3 Supports R=973 U=414 W=3.5" R=2041 U=334 W=3.5" R=679 U=497 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (Sfr) 1S.5a _ QTY:l FL/-/4L-/E/-/- Scale =.1875" Ft. —WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANG T C L L 20.0 P S F R E F R235--65860 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE. �. INSTITUTE. 583 D'ONOF R IO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR 19 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROP Eft LI A'IACH1,D �( �M� -f C D L 7.0 P S F DATE 07/05/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ` ,,,,, 5 IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEE'.iED BC D L 10.0 P S F D R W HCUSR235 01166041 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DE S[6N; ANY FAILURE -F'0 �rQJIFI �•�„( BU TLO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INS TAI ZINC ANn V �' B C L L 0.0 P S F N C-ENG MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WT TH APPLICABLE PROVISIONS OF NDS (N AT IGNAL DS?GN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANp PAPER ASSOCIATION) AND TF1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALLA. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS Tei L ,yyz�C �¢ TOT.LO 37.0 P S F S E 0 N - 5645 EACH FAZE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CD NNECTORS PER 2} 'EC Vr DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE DF PROFESSIONAL ENGINEERING a z�'• not/a�ClD U R.FAC. 1-25 FROM RCT AI lnc En ineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS m (51 Alpinc (1 FI. 33544 CUMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPDNSIBSL[TY OF '!HE BUILDING DESIGNER, PER ' qp EN SPACING S E E A B O V E EY, ANSI/TPI 1 1995 SECTION 2. (7790 - BESTCON - B11) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 11.47 FT MEAN NGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x6 SP #1 Dense LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. SPECIAL LOADS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. -(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 18.00 (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & BC From 20 PLF at 0.00 to 20 PLF at 7.33 GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. BC From 110 PLF at 7.33 to 110 PLF at 17.52 BC From 20 PLF at 17.52 to 20 PLF at 18.00 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X12 ; W1.5X3 III W1.5X3 111 7 F— (A) 7-4-5 W3X7 = W3X5(Al) = W2.5X4 R=1278 U=261 W=3.5" R=1056 U=321 W=3.5" lE I-6-0 :.I 1 12-0-0 I 6-0-0 I 18-0-0 Over 2 Supports J I PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a _ FL/-/4/-/E/-/- Scale =.375" Ft. --WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND '- T C L L 20.0 P S F R E F R235--65861 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TP,USS PLATE INSTITUTE, 5B3 U'ONOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES FR IDR TO �/M. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY A11AC4ED T C D L 7.0 P S F DATE 07/05/01 STRUCTURAL PANELS, BOTTOM OR SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j �C.••t`•-• T/ **IMPORTANT`° FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEIRED F �F� }•��` B C D L 10.0 P S F D R W HCHSR235 O1I86D63 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY CAI L❑WE TO 1�1•� 1 p ❑ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING. Alfl t I B C L L D D PSF F H C-ENG /S 8 ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DEIGN ; i jU, SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE tt CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTJRS TU L mj� �. = T 0 T.L D. 37.0 P S F S E 0 N - 5641 EACH FAC OF TRUSS. AND UNLESS 0TH€RWISE LOCATED ON THIS OF SI GN, POSITION CONNECTOR} PER -� ,•.F DRAWINGS 160 A-z. THE SEAL DN THIS 0 WINS INO1cAr€s aCCEPTANCE of PROFEss1DNA.L ENGINEER er tOP��w D U R.FAC. 1.25 F ROM R C T Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT UE SIGN SHOWN. THE SUITABILITY AND USE OF THIS RFD ENG P B COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S Haines City,FL 33844 ANSI/TPI 11995 SECTION 2. *:w,,,,,,�.. SPACING SEE ABOVE (7790 - BESTCON - B12) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :T2 2x6 SP #2: 100 MPH WIND, 10.89 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x6 SP #1 Dense LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5,0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. SPECIAL LOADS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. -(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 18.00 (A) 1x4 "T'r BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & BC From 20 PLF at 0.00 to 20 PLF at 7.31 GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. BC From 110 PLF at 7.31 to 110 PLF at 17.45 BC From 20 PLF at 17.45 to 20 PLF at 18.00 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X4= W1.5X4 III T2 W1.5X3 III 7 � (A) 6-2-5 W3X7 W3X5(A1) = W2.5X4 I-b-0 I 10-0-0 I 8-0-0 J 18-0-0 Over 2 Supports J I R=1057 U=323 W=3.5r' R=1273 U=280 W=3.5'r PLT TYP. Wave TPI-95 Design Criteria: TP1 STF] I9.5a FL/-/4/-/E/-/- Scale "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING Aid?. TC LL 20.0 P S F R E F R235--65862 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS --LAIC- INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR0R TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATIACHEI, }-`�� TC OL 7.0 P S F DATE 07/05/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING Fy V _ /� '*IMPORTANT*"' FURNISH A COPY OF THIS DESIGN TD THE INSTALLATION CONTRACTOR. ALPINE ENGINE ERE9 "� ", BC OL 10.0 P S F O R W HCUSR235 01186054 PRODUCTS, INJ SHALL NOT BE RESPONSIBLE FGR ANY DEVIATION FROM THIS DESIGN: ANY It FLU9E T; -',4�•' BUILD THE TRUSSES IN CUNFOR MRNCE W[TH iP[; OR FABRICATING, HANDLING, SHIPPING, IhSTA,r 1Nc • ��lN' ALPINE BRACING OF TRUSSES, HIS DF SI GN CONFORMS WITH APPLIf.ABIF PROVISIONS OF NDS (NAIiONAL 'DEIGN = *)pI =+ BC LL 0.0 PSF HC ENG /SB SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALN, S1EEL, E%CE IT AS NOTED. APPLY CONN TO ! b p g /WC tQ T 0 T.L D. 3 7.0 P S F S E Q N - 5643 EACH FACE GF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER }{A Vr DRAWINGS 16D A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFFSSIGNAT INGI�,LLRING Si m^•. j Dp�pP,. D U R.FAC. I.2 5 FROM R C T Alpine Engineered Products Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS U�y, P e Eng City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING S E E A B O V E ANSI/TPI 1-1995 SE GTION 2. *'!y� w (7790 - BESTCON - B13) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W4X4= W2.5X4 = Wl.5X3 III W1.5X3 7 5-0-5 W3X7 W2X4(A1) W2.5X4 1-6-0 L, 8-0-0 _�_ 10-0-0 _► QE 18-0-0 Over 2 Supports R=767 U=316 W=3.5" R=650 U=298 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPISSTD 19.5a FL/-/4/-/E/-/- Scale =.375" Ft. —WARNING" TRUSSES REODIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INST6ILJj4G 4Nq BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUS'.PLT1C TC LL 20.0 P S F R E F R235- -65863 INSTITUTE, 583 D'ONOFRIO UR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES P;iIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHOftO SHALL HAVE PRUPERI,Y �TTACHEED T C D L 7.0 P S F DATE 07/05/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A Pft OPERLY ATTACHED RIGID CEILING. �` "'• "�� ` FMPORTINT" FURNISH A COPY' OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE Ei(GINEERED �t �•� BC DL 10.0 PSF DRW HCUSR235 01186055 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OF FROM THIS DESIGN, ANY FA IF TO �'•�� BUILD THE TRUSSES IN CONFORMANf,E WITH 7PI; OR FABR iCATING, HANDLING, SHIPPING, INSTALL}NG:.'JD �•� ALPINE BRACING OF TRUSSES. THIS OFSIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIt�NAL DESIGN I = • Ul B C L L O.0 P S F I-IC-ENG /S B SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSGCI ATION) AND TPI. <l P1 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY O)NN OR TU I 4^,F� OF Q TOT.L D. 3 7.0 P S F S E Q N - 5656 EACH FACE OF TRUSS, AND UNLESS OTHERNISE IF ON THIS DESIGN, POSITION CONNECTORS P P tri't DRAWINGS 160 A-Z. 7HE SEAL ON THIS DRAWING INbICATES ACCEPTANCE OF PROFESSIONAI NCI E&-NG f�•• pp�U?:' OUR.FAC. 1.25 FROM R C T RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USF OF TY.I, Alpine Engineered Products,Inc. ' ........... 6 I-IHIRCS City,FI. 33$Q4 ANSI/TENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIDILITY OF THE BUILDING DESIGNER, PLP, '}, JJED'EN G ANSI/TPI 1-1595 SECTION 2. �y��.wiw SPACING 24.0" (7790 - BESTCON - B14) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. _ TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W4X6= W1.5X3 III W2.5X4 7 F- 3-10-5 lot W1.5X3 III W3X7 W2X4(A1) W1,5X3 III L�1-6-o 3J 6-0-0 I 12-0-0 _l 18-0-0 Over 2 Supports j R=767 U=317 W=3.5" R=650 U=311 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD 19.5a FL/-/4/-/E/-/- Scale =.375" Ft. `*WARNIN6'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C LL 20.0 P S F R E F R235--65864 BRACT NG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ON OF RIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR 10: PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHE1 �. � TC DL 7.0 P S F DATE 0705/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PRUPERLY ATTACHED RIGID CEILING. **IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE ERf� n'� BC DL 10.0 P S F O R W HCUSR235 01186056 PRODUCTS, INC. SHALL. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILUPF TO _(�[,••� qj 7 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAL!-TNG A:'%D } G }. ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESiaN = ylml c* BC LL 0.0 PSF HC ENG /SB SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 R4D GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO l p 5 '� �'¢ TOT,L D, 37.0 P S F S E Q N - 565 8 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 166 A-Z. THE SEAL ON PHIS Oft AW ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINFERiNG ,V��j:�OR��-:�� OUR.FAC. 1.25 F ROM R C T RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIfiN SHOWN. THE SUITABILITY AND USE OF THIS �fyJJ Alpine Engineered Products,InC. COMPONENT FOR AN 1' PARTICULAR BUILDING IS TH£ RESPONSIBILITY OF THE BUILDING DESIGNER, PER + REo HamesCitv,FL 33844 ANSI/TPI 1 1995 SECTION 2. + ,,�� „ SPACING 24.0" (7790 - BESTCON - B15) IHIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 SPECIAL LOADS BOT CHORD 2x6 SP #2 ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS 2x4 SP #3 TC From 54 PLF at -1.65 to 54 PLF at 18.00 BC From 20 PLF at 0.00 to 20 PLF at 18.00 •100 MPH WIND, 9.14 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BC 468 LB Conc. Load at 3.44, 14.56 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER & FABRICATOR ARE NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. W4X6 = W1.5X3 III W3X8 7 F— T 2-8-5 W2X4 III W3X12 W3X5(Al) = W1.5X3 III lE i-6-o ;;.1 4-0-0 ! 14-0-0 J 18-0-0 Over 2 Supports R=1243 U=577 W=3.5" R=1110 U=502 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 19 ,Sa FL/-/4/-/E/-/- Scale "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING IND I TC LL 20.0 P S F R E F R235--65865 BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANU BRACING), PUBLISHED BY TPI (TRUE' PIATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 2G0, MADISON, WI 53719), FOR SAFETY PRACTICES PRICE T,, `�A1r PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, i01CHORD SHALL HAVE PROPERLY ATTntiHED ^ `,,Id n� TC OL 7.O P S F DATE 07/05/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. * •"' "IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG:NEEREJ ., Q\�F••• •� BC DL 10.0 P S F D R W HCUSR235 01786057 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �'��(,{' X jF•� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING'.. AND ;,'Z. B C L L O.O P S F H C-ENG S B ALPINE BRACING OF TRUSSES HIS DESIGN f.ONF OR MS WITH APPLICABLE PROVISIONS DF NDS (NATIONAL DESIGN S 3 I' SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS AND TPI. ALF IN F j CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXf.EPT AS NOTED. APPLY CUNNEC;�AS "'1 =9•;, Q TOT.LD. 37.0 P S F S E A N - 47163 EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR PER '•,. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAi N-INFFR3�15 C�s•''��opoWt.,�w OUR.FAC. 1.25 FROM RCT Al ine En ineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF IHIS I �, TF G\ P g COMPDNCNT FOH ANY PARTICULAR BUILDING IS THE RISIDNSIBIPITY OF THE BUILDING DESIGNER, PER est„�ED EN SPACING 2 4.O" Haines City,FL 33844 ANSI/TPI 1-1995 SECTION z, w.,.,...» (7790 - BESTCON - C16) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X6= W1.5X4 III SHIM ALL SUPPORTS TO SOLID BEARING. W2.5X4 7 W2.5X4 (A) 8-3-11 W3X3 W4X4 W05(R) III W2.5X4 2-0-0 —I 4.61 4.61 I-- W2X4(A1) W3X3 R=162 U=180 W=3.5" R=759 U=488 W=3.5" R=443 U=180 W=3.5" 1-6-0 I - 10-10-4- 13-7-8 0-TO-4 13-7-8 _I_ 3-8-0 �I 5-6-0 r 5-6-0 r 6-3-8 1 17-3-8 Over 3 Supports — PLT TYP. Wave TPI-95 Design Criteria: TPI(STDY 1Cl.5a FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANC BRACING. REFER TO HIB 11 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PIATE T C L L 20.0 P S F R E F R235--65866 INSTITUTE, 583 D'0NOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR IG�R TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED rt: ��A T C D L 7.0 P S F DATE 07/05/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. JG*L•J•7N�•7�'/� **IMP)RTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINC FRED `�Fj/ B C D L 10.0 P S F D R W HCUSR235 01186058 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAL!.UR, TO .�.. � �� t �•� BUILD THE' TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INS?AL!ItyG .SND I • F ALPINE ORA, OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OVISIUNS OF NDS (NATIONAL DFSIEN S ! �ITI =* BC LL 0.0 P S F HC-ENG /S B SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO � T 0 T.L 0. 37.0 P S F S E O N - 47167 EACH FACE DF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEP, i.� n `/ DRAWINGS 160 A-j. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF OPOLE ONAL ENGINEER TNG ¢=��n••+Fj R�VQ:•�� OUR..FAC 1.25 F R O M RCT Alpine En II1CC1'Cd IXCOdlICt9,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TN,IS t7 ` r V R P g COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER tyRF�ENv SPACING 2 4.0" Rain6S City,FL 33844 ANSI/TPI 1.1995 SECTION 2. (7790 - BESTCON - C17) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 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/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. SHIM ALL SUPPORTS TO SOLID BEARING. W4X4- W2.5X4 7 W2.5X4 % W04 7 (— W3X3 LA A 4-5-0 W3X3 W3X7 W4X5(R) III 2-0-0 —� 4.61 4.61 L— W2X4(A1) W2.5X4 IF 16-0 —J 10-10-4- 1 0-10-4 _I 12-1-8 5-2-0 5-6-0 5-6-0 6-3-8 LE 17-3-8 Over 3 Supports R=443 U=206 W=3.5" R=761 U=390 W=3.5" R=161 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TP 1STD) 19.5a FL/-/4/-/E/-/- Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL,9G ;ND - T C L L 20.0 P S F R E F R235- -65867 BRACING. REFER 10 HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TEL (TRPSS PL AT' INSTITUTE, 583 1)'0NOFRIO UR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PKIGA TU PERF 0RM[NO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHLu �MMgy T C D L 7.0 P S F DATE 07/05/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL f{AVE A PROPERLY ATTACHED RIGID CEILING. "*IMPORTANT" FURNISH A C0 P'I OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALP`.NE 'NGINEERE[7 r Z�FI B C D L 10.0 P S F D R W HCUSRZ 3S 0II86059 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. AN\' FAILURE TO I (4�•••n ••�•��j BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABR ICA7ING, HANDLING, SHIPPING, INSTALLINI AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATION DESIGN y �' B C L L 0.0 P S F HC-ENG /S B SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF By ASTM A653 CR40 CALV. STEEL, EXCEPT AS NOTED. APPLY CC, NFCI5RS TO TOT.LD. 37.0 PSF SEON - 47169 EA FACE OF TRUSS, AND UNL FSS OT HE0.WISE LOCATED ON THIS DESIGN, POSITION CONNECTOR PEfi ,,.�^1. Vr LI- DRAWLNGS 160 A-Z. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF Pft OfE55IONA! USE (Ffr7lNf, V�yn�' �' � Q�%•�Iv OUR.FAC. 1.25 FROM RCT Alpine Engineered Products,Inc. RESPONSIBILLiY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Gf 1.11, �tS'jx C G�� p I�3III08('1 FL 33$Q4 COMPONENT FUR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 4 �CD GNV �= ANSIfTP1 1-,995 SECTION 2. C L� SPACING 24.0' (7790-BESTCON - C18 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. -SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W04 7 W 4 X 4 W2.5X4 7n Ll(- 4-5-0 W1.5X3 III W3X3= —J 4.61 W4X5 111 2- )-0 ` W3X7 4.61 L 8-1-2 W1.5X4 III W1.5X3 III W2X5(A1) l�T-b-O �J 12-1-8 5-2-0 5-6-0 11-9-8 17-3-8 Over 2 Supports R=736 U=326 W=3.5" R=629 U=237 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (ST,G) 19.5a OTY:3 FL/-/4/-/E/-/- Scale =.375" Ft. *`WARNING'-` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO RID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P',ATE TC LL 20.0 PSF REF R235--65868 INST I TOTE, 583 O'1NOFRIO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIGS TO PERFORMING THESE FUNCTIONS. UNLESS OTHE RW[I IN OIC ATED, TOP CHORD SHALL HAVE PROPERLY ATT gCHED ```"' � T C D L 7.0 P S F DATE 07/05/01 STRUCTURAL PANELS, BOT70M CHORD SHALL HAYS A PROPERLY ATTACHED RIGIO CEILING. V� ml "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIhEEREO .( "�/ B C D L 10.0 P S F D R W HCU$R235 D11B6D42 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FDR ANY DEVIATION FROM THIS DESIGN; ANY FAI'.URf TO \IF� BUILD THE TRUSSES IN CONFDRMANCE WITH TP1; OR FABR ICA7ING, HANDLING, SHIPPING, IN STALL TNG AND %t •• ••�� p ALPINE BRACING OF TRUSSES. THIS DESIGN C NFORMS WITH APPLICABLE PR OVISIUNS OF NDS (NATIONAL DTSI(w ;*�jl B C LL 0.0 P S F HC-ENG /M M A SP Ef.IFICA710N PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPI N, CONNECTORS ARE MADE OF 20GA ASTM A553 GR40 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTOR TO ^c Z T 0 T,L D. 37.0 PSF S E 0 N - 47179 DRAW NGS loo ARUSS, AND THEUNLESS ONT THRMI DRAWSE L I NGOCAT IN DICATE SS ADCCEPTANCE00FTPR OFEOSSCONACR1X'EN R'Nf, Rj�(% RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TRIS '.SV�V �DR_1o: '� OUR FA C. 1.25 FROM R C T AIpIUC Ezinccred products,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 4 G\ Haines City,FI. 33944 ANSI/TPI 1-1995 SECTION 2. 4,,,�F0 EN SPACING 24.0" (7790-BESTCON - C19 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 :W2 2x4 SP #2 Dense: RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE W4X4 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 7 W2.5X4 W04 7 W2 W3X3% 0-0-0 W3X3 4-0-15 W3X7= + + W5X5 —� 4.61 4.61 L— W4X8 WI.5X4 III 8-1-2 W4X8 IF 1-6-D �I 12-1-8 1— 5-2-0 I� 5-6-0 T 11-9-8 17-3-8 Over 2 Supports R=760 U=180 W=3.5" R=605 U=180 W=3.5" Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI (ST 1�.5a QTY:1 Fl /-/4/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 8RACING. REFER TU HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (-T?USS PLATE TC LL 20.0 PSF REF R235--65869 INSTITUTE, 583 0'ON OFRIO UR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES FR,OR TO I PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 10P CHORD SHALL HAVE PROPERLY ATTAC9ED 01io T C D L 7.0 PSF DATE 07/05/01 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _` . **IMP)RTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEIRED + ,@CTS t4F••• •� BC DL 10,0 PSF DRW HCUSR235 01186043 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILBRE 10 '1 BUILD THE TRUSSFS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. IN ST ALLI�VG Ahn. • B C L L Q.D P S F H C-ENG /MMA BRAC IALPINE ECIFICAT I ONI TR P UBL I SH EDSE T8 YSTHES AMFIG NRIOCANO FORESTRM H A ANDP P A P ERLICALE ASSOCOIATION)SAND TPI.F ND (N AL P GINE DES tGN i * IJI CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4D GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTJRS lil 2� s T 0 T.LO. 37.0 P S F S E A N - 47177 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATE D ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PR 11FE SSIONAt FNG+NFF6ING C/ 'r�pRlOp••�✓{ 0 U R FAC. 1.2 5 FROM R C T AI ine En veered Products,InC. RESP NS ILITY SOLELY FOR THE TRUSS COMPONENT DES[GN SHOWN. THE SUITABILITY AND USE OF THIS *�t�,jf`y�. (��}� p Ones L'lt)',1'I. 33&M14 COMPONENT FOR ANY PAATILULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PFR •><'(•qtD ANSITPI 11995 SECTION 2. .,, C �fN' SPACING 24.0" (7790 - BESTCON - D20) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN NGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 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 L1240.00 LIVE AND L/180.00 TOTAL LOAD. CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REOUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. W4X4= 7 F 7 W2X4(Al) - W1.5X3III W2X4(Al) ), 5-6-0 _I, 5-6-0 11-0-0 Over 2 Supports R=407 U=180 R=407 U=180 PLT TYP. Wave TPI-95 Design Criteria: TPi STUT 1`) 5a _ FL/-/4/-/E/-/- Scale =.375" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING 1NSTALLIN6 AND HRAC"" PUBLISHED BY TPI (TRUES PLATE TC LL 20.0 PSF REF R235--65870 iNST ITOT E. 583 U'ONOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO P Ell O RMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED.. ,/•1G�.�e TC DL 7.0 PSF DATE 07/05/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. +i► G -"'7 *IMFOR SANT** fHR NISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI NEEREJ �'(�F �. BC DL 10.0 PSF DRW HCUSR235 01186060 PRODUCTS, INC. SHALL NOT HE RESPONSIBLE FOR ANY DEV IATIDN FROM THIS DESIGN; ANY FAD-IRE TO � �`�S� BUILD THE IROSSEI IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND A I n T BRACING OF TRUSSFS THIS DESIGN CONFORMS WITH APPLICABLE PR OV ISI0N5 OF NDS (NATIONAL DES;nN 2 f J;JI B C ILL 0.0 P S F HC-ENG /S B L r 1 SPECIFICATION TO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAGE OF 20GA ASTM A653 GR40 GAI-V, STEEL, EXCEPT AS NOTED. APPLY CO NNEC TGkS Tf� � F(t T 0 T.L D. 37.0 P S F S E Q N - 47187 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-c. THE SEAL UN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL. ENG TN'NG i ,' `{lmQ � O UR.FAC. 1.25 F R 0 M R C T Alpine En tlCCTEC�P1OdUClS,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF IRIS �} • C �\ p COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AEU C�v S P A C I N G 24.0" HBInCS City,FL 338x4 ANSI/TPI 1-1995 SECTION 2, „p„ w (7790 - BESTCON - D21) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WINO TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF, WEBS 2x4 SP #3 SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. »DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. W4X4 7 7 W2X4(D1) = J��W2X4{D 1) 0-0-4 0-0-4 + 1_ 5-6-0 _1_ 5-6-0 �) 11-0-0 Over Continuous Support R=74 PLF W=11-0-0 Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL/-/4/-/E/-/- Scale =.375" 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 FT ACE " TC LL 20.0 PSF R E F R235--65871 INSTITUTE. 553 D'0NOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICE' PRIOR TO _.�W WY rr�� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTAI,IIED G` Tl. D L 7.D P S F DATE 07/05/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. )t'ej�V44•.•• �h_ p *'IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. At PINE ENGINCERED r �t�F B C D L 10.0 P S F D R W HCUSR235 01186061 PRODUCTS, INC,. SHALL N0T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FA"UR, TO F ,VQ". )•,� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLIIT XND ALPINE BRAC OF TRUSSES HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL UESiGN tI =k B C L L O.D P S F H C-ENG /S D SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 OR 40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNE"CR� TU %i 1• •�Qt T 0 T.L D, 37.0 PSF S E 0 N - 47189 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Dfl AW7NGS 160 A-Z. TME SE AI ON THIS DRAWING INDICATES ACCEPTANCE OF PR OFESSIDNAI ENGI"iFER;4U �/��• � ��Q:'w RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY AND OSE OF THI;: I ")�y•.•,�'•�.R•" /�A" D U R.FAC. 1.25 F R 0 M RCT Alpine Engineered Products,IRC. COMPONENT FOR AN PARTIC_UTAR BUI[DING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �� l EN Haines City,FL 33844 ANSI/TPI 1-1995 SECTION 2, SPACING SPACING 24.0" (7790 - BESTCON - 022) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 8.96 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x6 SP #2 ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. , H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. THIS GIRDER DESIGNED TO SUPPORT 11-0-0 SPAN FRAMING TO THE BOTTOM CHORD FROM ONE SIDE. OPPOSITE SIDE SUPPORTS 3-4-8 JACKS. JACKS HAVE NO WEBS. W1.5X3 III W4X4= 7 T 2-3-15 W1.5X3 III W2X4(A1) = W1.5X3 III R=629 U=368 W=3.5" R=468 U=247 H=Simpson HUS26 L.r, 1-6-0 3J w/ (06)10d_COM_OR_16d_SINK_(0.148x3) in Truss _8 w/ (14)10d_COM_OR_16d_SINK_(0.148x3) in Girder 3-4-8 —L'_I Girder is (1)2X6 min. So.Pine �-4-0-0 Over 2 Supports PLT TYP. Wave TPI-95 Design Criteria: TFISST1 19.5a FL/-/4/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSIALLING AND T C L L 20.0 P S F R F F R235 - -6 5 8 7 2 BRACING. REFER TO HIM 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE' INSTITUTE, 583 D'0NOF RIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICE$ PRIOR TO �N PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPER,Y AiTACHEO �`G ~~� TC DL 7.0 P S F DATE 07/05/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT'' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTft AC70R. AL%7NE ENGINE ER EO �'+ PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY r,,IL,IRE T �` �j. BC DL 10.0 PSF DRW HCUSR235 0I186062 BUILD THE TRUSSES IN CONFORMANCE WITH TPC; OR FABRICATING, HANDLING, SHIPPING, "IS"LEING ANU f � �� ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAIIDHAL.DC51 N #Jj1I �` BC LL 0.0 PSF HC ENG /SB SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINt !z t # CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GAIN. S7 EEL, EXCEPT AS NOTED. APPLY CUNNEtIOR5 I-'v S�'1 • T 0 T.L D. 37.0 P S F S E A N - 47160 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I 7(PY �I DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENL INEEFtI C>�`•'�COAt�P��'�'� DUR.FAC. 1.25 FROM RCT Alpine Engineered Products,111C. R OMPONENBTI FORM ANYL PARTICULARS BUILDINGO IS T HETRDE SPONSIBIIOL W TV OF THE BU IL DB"IDE DE S IONS RSE PER THIS �� •• �� Haines City,FL 33844 ANSI TPI 1-1995 SECTION 2. �tirHEU EN SPACING SEE ABOVE (7790 - BESTCON - HJ23 D45) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 8.95 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. HIPJACK SUPPORTS 3-4-8 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 4.95 (— T R=66 U=180 2-3-10 1 R=28 U=180 W2X4(Al) L---2-1-7 -4-10-0 J 4-9 4 Over 3 Supports R=184 U=218 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI ( 19.5a FL/-/4/-/E/-/- Scale "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLIYS AND TC LL 20.0 PSF REF R235--65873 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR?OR TO y1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Jr• T C D L 7 0 P S F DATE 0 7/0 5 0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE .A PROPERLY ATTACHED RIGID CEILING. r :•�T _IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG'NEERFt1 r•* '•'ry BC DL 10.0 PSF DRW HCUSR235 01166063 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANi FAILh:RE TO ® BUILD THE TRUSSES IN CONFORMANCE Wl ik TPI: OR FABRICATING, HANDLING. SHIPPING, IN STA:�LIND AND j �1 �IN1. 7ALPINE BRACING OF TRUSSES. THIS DESIGN 10NFORMI WITH APPLICABLE PROVISIONS OF NDS (NAT(ONAI OESiGN �] I BC LL 0.0 P S F HC S B $PEGS FICATIUN PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �}}+ CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GAL V. SIE EL, E%CEPT AS NOTED. APPLY CONNECTOR, TO Z EACH FACE OF TRUSS, AND UNLESS OTHER NISE tOCATEO ON THIS DESIGN, POSITION CONNECTORS.PER T 0 T.L D. 37.0 P S F S E A N - 47181 DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEFRINr. y�n1,/CC pp10A j�v D U R FAC. 1 2 5 FROM R C T RESPUNSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS T• U c'•.. E1Ip111Hang CP,10IQFL Products,111C. COMPONENT FOR AN'% PARTICULAR BUILDING IS THE RESPUNSIBILITY OF THE BUILDING DESIGNER, PER t�rFR��•E�G� h'+ ANSI/TF1 ]-1995 SECTION 2. +y S �'� S P A C I N G S E E ABOVE (7790 - BESTCON - CJ24 2R 2L) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN NGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 7 r— T R=70 U=180 2-1-9 R=23 U=180 W2X4(Al) l� I-6-0 --J,-3-1-3—� 3-0-7 Over 3 Supports r� R=243 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: FPI STI) 19.5a FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, iNSiA LIId.N11 BRACING. REFER TU HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY lYI (fRuSS PLATE TC LL 20.0 P S F R E F R235--65874 INSTITUTE, 583 D'ONOF0.1O Dft., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICE` Pft ioR TO �N�w.yy PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE GROPERLtl ATTACHED -L '�,A/_y1. TC DL 7.0 P S F DATE 07 05 01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � ,."'••"�� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED ��Fj BC DL 10.0 P S F D R W HCUSR235 01186064 PRODUCTS, INC.. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY ALLURE TO �� `1 c BUILD THE TR USSFS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, II r7P,LIN:; AliD 7 Z ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF No (NITIDN..I DESIGN j •JUl _ B C L L 0.0 P S F HC-ENG /S B SPECIFICATION PURL ISHEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. A,F.NE CONNECTORS ARE MADE OF 2OGA ASTM AS 3 GR4O GALV. STEEL, EXCEPT AS NOTED, APPLY C�NNLCTO2S i'1 2� Q. T D T.L D. 3 7,0 PSF S E D N 47183 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS P'-q DRAWINGS 106'0 A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL'ENC'l NEFRING �;FC ofol,r�ti D O R.FAC. 1.25 F ROM R C T Alpine Engineered PC[OdI1CI9,IttC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Ur jt+ t7 P g COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PFR RED EN�'� Haines City,FL 33844 ANS17TPI 1-1995 SECTION 2. SPACING 24.0" (7790 - BESTCON - CJ25 2R 2L) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED SOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 7 F— 0-11-9 R=146 U=180 R=18 U=180 W2X4(A1) L< I-6 0 3;.J,'-1-3:J 1-0-7 Oveer_3 Supports R=261 U=245 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: FPI_(STQi 19.5a_ FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING 140 BRACING. REFER TD HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (?R USS PLATE T C L L 20.0 PSF REF R235--65875 INSTITUTE. 5B3 U'ONOFRIO DR., SU]TE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR. TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD 'SHALL HAVE PROPERLY ATTA'HED TC DL 7.0 P S F DATE 07/05/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -- "*IMPORTANT** TURN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGFNFERED V t1C �i�/ BC DL 10.0 P S F D R W HGD$R235 01186065 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIRICAT ON FROM THIS DESIGN; ANY FAIL11 TOUIL ,•!�_ BR A('INGHOF TRUSSES TRUSSES. THIS COTHISMANCE 0 SIGNICONFORTPI; OW[T H AAP PL 7C AB LE PROUD IS IONS SHIP ND SG(NAT IOHAL GGS[G D' _ �� 1 �jF�:•i 6 C L L 0 0 P S F H C-ENG /S B ALPINE PECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t N j CONNECTORS ARE MADE Of 20fiA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS I� * T 0 T.L Q. 37.0 P S F S E 0 N - 47185 EACH FACE OF TRUSS, AND UNLESS OTHER'[SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I =9 DRAWINGS 160 A-C. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF ➢A DEE SSIONAL FNGTNLfNING RE SPONS IQ ILI TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �s••;`�R.Q,: D U R.FAC. 1.25 FROM R C T Alpine Engineered Products,Inc. COMPNENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER t e� Haines City,Fl, 33844 ANSI/TPI 1-1995 SECTION z. a /I••() G SPACING 24.0" TOP CHORD FILLED DETAIL + 2X4 CONTINUOUS LATERAL BRACING AT 24" OC MAXIMUM SPACING. ATTACH TO EACH TOP CHORD WITH (2) 16d NAILS. OFFSET FILLER DETAIL BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ++ 4 ++ 2X4 SO. PINE #2 N OR SPF #1/#2 FILLER TOP CHORD. t 12 +++ 2X4 SO. PINE #3 OR SPF #1/#2 VERTICAL WEBS SPACED PIGGYBACK PLATE 48" OC MAXIMUM. OR 3X6 TRULOX 4 * 8/12 MAXIMUM PITCH. t ** 2X8.25 PIGGYBACK SPECIAL PLATE. SEE DRAWING PIGBACKBO699 FOR PIGGYBACK SPECIAL PLATE INFORMATION. +++ *** 6'0" MAXIMUM HEIGHT. TYP *** t W2X4 OR 3X6 TRULOX. 4 + 12 tt REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS t 4 �* DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT + SHOWN. t 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE 4 ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF EACH TRUSS PLY. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. EXTENDED TOP CHORD FILLER DETAIL 4 TOP CHORD FILLER DETAIL 4 t ++ t PIGGYBACK PLATE ** 4 OR 3X6 TRULOX 4 t t 4 +++ 6-0-0 It +++ 6-0-0 TYP *** TYP. *** + 12 tt + 12 t �* t 4 * 4 + + t t 4 4 THIS DRAWING REPLACES DRAWING 884,080 INSTALLING AND BRACING- TRUSSES EUREFER UIRE xTOEHIB-91ME 1R HANDLINGE IN IINSTALLING AND BRACINGCATING, HANDLING, ), TC LL :A5 PSF REF TC—FILLER BY TPI (TRUSS PLATE INSTITUTE, 583 D'DNOFRID DR, SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, +�rayy TC DL PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .\ , ■■IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE + 41 t C DL PSF DRWG TCFILLER0699 DESIGNENGINES AND F AaDURES TONC.BUILDALL THE DT BE TRUSSESE 7NOCONBORMLE OCEANY WITHE TPITION FROM THISOR FABRICATIf1G, �`'f)C ,ALPINE HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH w V LL PSF —ENG SJP/KAR aAPPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ♦ f' ��'J}AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA w LD. PSFASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFR�eALPINE ENGINEERED PRODUCTS,INC. TRUSS ANDRAWINGS , UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Zfi STATE OFPOMPANO BEACH,FLORIDA ENGINEERING RESP(1NSIB[LTTHE YL ON OLELYI SFOR ATHE GTRUSS C❑MPONENCATES T DESIGNPTANCE O SHOWNFESTONAL ,.r�Rl�p; R, FAC1.33 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE rr RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Q'+WCD EIK PACING 24.0 u, o * c � � n vgvAAvAovczc rr WCP AGO ro r,:, CP �r N`A d2dy Cr ..'a a Na`"rlvN" Bpd A on W c4 CS a tid a C� o r v�o o z Cn a �m� rorc r?�y�OAG e�'2Z Z.o�' ZZa?JT ON?f 2✓A r +/'FOT'2 a r' 'fit �; `� rlR-n�'y£Z OyzO C'✓N92 A-no-n `� '(s, •^'�' �A� �y Z�'^yz�2n y2 cN`3��` •� �_ '�' c11 d`.day vo Nz pm o�y £v zCj KA 70 P7 p O O C 7Z S G Cj o' \ cy cO n tZ o �rn co 133 uo cep N BOTTOM CHORD FILLER REPAIR RECOMMENDED REPAIR PROCEDURE 1. MEASURE DISTANCE FOR NEW LENGTH OF FILLER, MAXIMUM BOTTOM CHORD LOAD IS 10 PSF. 2, APPLY NEW 2X4 STUD GRADE OR BETTER VERTICAL + BOTTOM CHORD FILLER TO BE SCAB TO BOTTOM CHORD AND FILLER WITH (3) REMOVED. SEE NOTE #3. NAILS 0.131" DIA. x 3.0" OR LARGER, (I.E. 10d OR 16d COMMON, SINKER, GUN, OR 16d BOX NAILS) TO ++ FIELD APPLIED FILLER. EACH END OF VERTICAL, 2X4 STUD GRADE OR BETTER VERTICAL SCAB. 3- CAREFULLY REMOVE EFFECTED CONNECTOR PLATES. ATTACH TO BOTTOM CHORD AND FILLER WITH (3) USE CARE NOT TO DAMAGE THE REMAINING NAILS WITH A MIN. 0,131" DIA. X 3.0" LENGTH. CONNECTOR PLATES OR LUMBER IN ANY WAY, REFER TO ENGINEER'S SEALED DESIGN 4, TRIM FILLER TO LENGTH, AT EDGE OF NEW VERTICAL REFERENCING THIS DETAIL FOR ALLOWABLE SCAB. FILLER DIMENSIONS, PLACEMENT, AND WEBBING. BC n u -------- + ++ 4' 0" OC MAX. LENGTH TO TRIM FILLER FIELD APPLIED FILLER MUST BE SPF #3 OR BETTER. EXISTING FILLER THIS DRAWING REPLACES DRAWING 962,767 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED REF BC FIUER REP. BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR,, SUITE 200, MADISON, WE 537I9) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL i — HAVE A PROPERLY RIGID l w#JMPORTANTx* FURNISH AATTACHED CEILING, et.COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE DRWG REPBCF]L0699 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISol ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING (IF TRUSSES, DESIGN CONFORMS WITH1 C616- APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF POGA ft ASTM A653 GR40 CALV, STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE S i6o A_Z THE SEAL, ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ""WNSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN- THE nV THIS COMPONENT X HPONENT FOR ANY PARTICULAR BUILDING IS THE NG DESIGNER, PER ANSI/TPI 1-1995 SECTION N CLB WEB BRAC 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. APPLY TO EITHER SIDE OF WEB T-BRACE 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 IN TALLING AND BRACING. REFER TO H QUIRE EXTREME B-91R(HANDLING FABRICATING,E IN INSTALLING,AND BRACING),PUBLISHED +—^--_ 'IAC LL PSF REF CLB SUBST. BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR„ SUITE 200, MADISON, Wl. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IC DL PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHP1L HAVE A PROPERLY ATTACHED RIGID CEILING. r _ **IMPORTANT-* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE �L C DL PSF DRWG BRCLBSUB0699 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 ✓ • •`• LL PSF —ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH ! APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE _ "� 05i''m LD. PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA It ASTM A653GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF s;,Q 1 STA OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL '(j ',.� P R. FAC. POMPANO BEACH;FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE s, .....•G SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE IF RESPONSBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. ED EN PACING