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605 Paradise Ct (vault) JOB ADDRFM (0( 5- C�GQ.P ��Lg TYPE DORS 4- 12&0K--2- PROPERTY O e TU PHONE CONTRACTOR T'Fl.F.MONE PERMIT NUMBER S' DATE / 3/a Z- IIVSPECTTONS: FOOTING SLAB TIE BEAM LINTEL NAILIN(,/SHF.AT�VG IRAVG/�CDVER UP D INSULATION FINAL BUILDING CEREWCATE OF OCCUPANCY Ei.ECIBICALPFtMM Cts ZVSPECTIONS ROUGH 3 ' I •C" MAL AMCUAM aL PERMITS ami `J V g INSPECTIONS ROUGH 1 C FINAL PLUMBING PERMM v - '• �'�- ZVSPEC77ONS ROMPUNDER SLAB , , TOPOUT WATERISEWER FINAL NOTES. � y r CITY OF ATLANTIC BEACH r, 800 SENIINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 bills)" Application Number . . . . . 03-00025717 Date 3/21/03 Property Address . . . . . . 605 PARADISE CT Tenant nbr, name . . . . . . 6 ' PRIVACY FENCE Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1900 Owner Contractor ------------------------ ------------------------ DEANGELIS, MARY A. OWNER ATLANTIC BEACH FL 32233 (904) 246-0442 ---------------------------------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 .00 35.00 . 00 . 00 Plan Check Total . 00 .00 .00 . 00 Grand Total 35. 00 35. 00 .00 . 00 f BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS MCH ARE PART OFTHIS RMIT D SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. t BUILDING OFFICIAL CITY OF ATLANTIC BEACH .� 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.fl.US C PIAN REVI COMMENTS Permit Application # 71 1 Applicant: Address: C Ll1�LG Project: �� ✓1 �Your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed—/L; Date D 3 'LD 'v 3 Contractor Notified Date r 1 n V> CITY OF ATLANTIC BEACH' FENCE PERMIT APPLICATIO �OR Date: Job Address: Owner's Name: PQ or /--s Li Address: &-0 S �'�-ru��S c � �/, �/� Phone: �-- Legal Description: Block Number: Lot Number: Zoning District: Fence Contractor: �,oye v - Address: Phone: City: State: Zip: Fax: Type offence and materials to be used: PY e Valuation of fence: f f 9 d-;p Is approval of Homeowner's Association or other private entity required?X42 If yes,please submit with this application. ❑ Interior Lot ❑ Corner Lot Dumpster or storage tank enclosure Tree Protection: 4-:3'-NO. Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. PLEASE PROVIDE TWO(2)COPIES OF APPLICATION AND THE FOLLOWING REQUIRED INFORMATION: 1. Attach copy of property survey showing location,height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) 2. Provide completed Owner's Authorization Form if applicant is other than property owner. I hereby certify that all information provided with this application is correct. Signature of Owner0j Date: 3 Signature of Contractor: Date: Address and contact inform-attiion of person to receive all correspondence regarding this application (please print): Name: -V Mailing Address: 6, T ,4,f /u,. �, c 13e Phone: Z Fax: E-Mail: 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ei.atlantic-beach.fl.us Page 1 Revised 1/14/03 h1UU 28 'Lit 0, i1 �_D*6UI i MAP SLOWING PLOT PLAN OF LOT 3 A;S SHOWN ON MAP OF PARADISE CO,"'VE AS RECORDED IN PLAT B(Xh 63, PAGES 82 & 82A OF THE CURRENT PUBLIC RECORDS OF DUVAL �OUNTY, FLORIDA. FOR; BESTCAN, INC. BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHO ' 0 ,MENTIONED PCA . :, -- WN .': 1 t ORV 4898. PAGE 235 0. S89047'58"E A 50.0 x 'I- C, 00") (1,0") i 1 "114-) '� r �0 (Ttk`)i�fi O $" 64 ® TRIPL! OAK �' •� 19.8' A LANAI MAGNOLIA 06 (;b") CIEOAR (6�) 15 2 ,'{S� MYRRE TWN MYR1l.E t ® TRIPLQ MYRTLE TWN PCnR O z O � ,,,,� •� O SHEET GUM • :. C� '�, ? PING J N • ..� W PALM •`� O 4 a CAMPHOR O 0 Z ILL *",S") P4RCN W#SfAMM Doom 18.0' y S 16 �o�oaa 7 ipprsld1 zoning. "dwVfsfat ao11swoval +fit g M for Nwr with Florido$WdM#Cods awMr ►. local, stats OW f�al"rat N$9 2 01 alV must be verws afar of O of misndo 5 0. 1 , Beach Building i prior tlo of 22, Building Permit. Approved By: P A A'DI',SE COk.I Ft T j x +few. Ommun eYeo-P eent OE~ (60' RIGHT OF WAY)IL ; Date: TYPE "B" DRAINAGE r N C)TE:, IML LVT SHOWN HERLON APPEAR3 TO LIC WITIIIN FLOOD ZONES "Y• AS 5CALE0 FROM THE FLOW INSURANCE RATE PREPARED BT! MAPS, COMMUNITY PANEL �12Q(l.Z'+ - OOnID DATED 4-1T-•8g,. CLARSON AND AS TAT gy1ATXS4 a41C• PROFFESION:AL LAND SUR\,!EYQRS DATE NOVEMBER 27 2001. 104j MALDO:Av n{A, SCALE: 1" 20' JACKSONVILLE, c1e. 11402 Received Tim�-Nov•28•- 8:35AM. . , I , i V' y , CITY OF ATLANTIC BEACH ► 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.fl.us iA PLAN RE4W COMMENTS Permit Application # F' �'� Cy,-2-- Applicant: Address: Project: i 6,-Your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed Date Contractor Notified Date R E C E I r,' E D J ti' t 7 CITY OF ATLANTIC BEACHi ?BAR j - 200' ..f, 1 l FENCE PERMIT APPLICATION 13Y Ilk,y-6 1 S� ate: - _ j_o _ �T_._ Job Address: L CA r A a % -.4, CIL, Owner's Name: 2 oc nn a a cls ti Address: (-.,Gl Phone: a 14 (r a 3 Legal Description: Block Number: Lot Number: ,A- Zoning District: Fence Contractor: Address /..1�'r�f G"l r` i% _ �i_ ` ,< 1 '- W: Phone: /V�f�-z51 City: State:_ Zip: ` Fax: - Type of fence and materials to be used: ��Ve_ /Jij 1..... Valuation of fence: jz--oC-) - ElIsapproval of Homeowner's Association or other private entity required? If yes,please submit with this application. Interior Lot ❑ Corner Lot —❑ Dumpster or storage tank enclosure Tree Protection: NO. Applicant certifies that no trees will be removRd for the installation of this fence. ❑ YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. PLEASE PROVIDE TWO(2)COPIES OF APPLICATION AND THE FOLLOWING REQUIRED INFORMATION: 1. Attach copy of property survey showing location,height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) 2. Provide completed Owner's Authorization Form if applicant is other than property owner. I hereby certify that all information provided with this application is correct. Signature of Owner: Date: -.." C, 7 Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application (please print): Name: a n ,, « r-1..I't-1 Mailing Address: C G 6oB,r-d..e , A,;11 6.0;, Phone: Fax: E-Mail: 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us Page 1 Revised 1114/03 OWNER'S AUTHORIZATION FOR AGENT is hereby authorized to act on behalf of the owner(s) of those lands described within the attached application, and as described in the attached deed or other such proof of ownership as may be required, in applying to the City of Atlantic Beach, Florida, for an application related to a Development Permit or other action pursuant to a: ❑ Zoning Variance Appeal ❑ Use-by-Exception nc; or Pool Permit ❑ Rezoning ❑ Sign Permit ❑ Plat or Replat ❑ Other BY: _ Lj -%Fature of Owner Print Name Signature of Owner Print Name ' gar. Telephone Numbef State of Florida County of Duval Signed and sworn before me on this day of,2002. By Identification verified: Oath swom: Yes No Notary Signature My Commission expires: i MAP SHOWING BOUNDARY SU:RVEY OF LOT 2 AS SHOWN ON MAP OF PARADISE COVE AS RECORDED IN PLAT BOOK 53, PAGES 82 & 82A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: BESTCON, INC. BEARING REFERENCE: BEARING SHOWN ON RIGHT—OF—WAY UNE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. ELEVATIONS SHOWN THUS: 12.94 REFER TO NATIONAL GEODETIC VERTICAL DATUM. CERTIFIED TO: RONALD & DONNA BEASLEY COUNTRYWIDE HOME LOANS, INC. OLD REPUBLIC NATIONAL TITLE INSURANCE CO. BLANKENSHIP LAW FIRM, P.A. ORV 4898, PAGE 235 S89'47'58"E 50.00' X`x x—x—x—x— - in �4' WIRE FENCE o � s, (d CAV CtAtla tiC 8 aCn Planning and Zoning DepwbMd -- 1` ,n, approval verifies 00MIien0e NTMI MPA " zoriwn,, subdivision and other IOCeI tend F1.111-CRE'lE', N ( . I O' ` 1P%;"epment reguletMns, fKlt d0ee flet OafietltUte Cq approval for the iseuorroe of pemnila. Con►00" I.7 7.5' --- with Florida Building Cods end eb O#W 30.0' o^ROOFED•AREA' 00 local, cute and Federal P g/��,, OF CONCRETE W mul t be Ver ed nj%im of ft C OfAIIIIIIIIIIIIIIII °j ,PATIO ,5.0' 7.5' N 8,ull Building p'iw le s— Z r Budding Permtt. vApproved 111% Dote: d } 1n z > > W '� z Q 3 O ` > WP. Cr C o (0 0 1>0 W¢ �- o 0 p 0 No0 M N 0 `� a M t2 N U) Z N W 6.0' p a .o 7.s 0 V) Z (n ROOFED ENTRY z_ ,^ •,W/COLUMNS Q 7.5' 18.0' ,S k • �llaJ�S, a• o w N 89'21 '01 "w 36.34' PC 50. 01 ' PARADISE COURT 'CC' RIGHT OF WAY) FINAL SURVEY: 10-31-2001 NOTE: FOUND ALL IRONS FOUNDATION SURVEY: 8-31-2001 NOTE: FOUND ALL IRONS HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE LEGEND: MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61G17-6, FLORIDA 0 FOUND CONCRETE MONUMENT ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT • 1/2" FOUND IRON LB 1704 THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY FXCEPT AS SHOWN. . 1 L.Btl/tL SET IRONDING RESTRIC LB 1704 B.R. CTION LINE G CENTRAL ANGLE NOTE: THE LOT SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD CI_ARSON AND ASSOCIATES. INC. L ARCIUS LENGTH ZONES X. AS SCALED FROM THE FLOOD INSURANCE RATE 1643 NALDO AVE., JACKSONVILLE, FL., 32207 CH CHORD P.C. POINT OF CURVATURE MAPS, COMMUNITY PANEL NO 120075_- 00011 . DATED 4-17-89. P.T. POINT OF TANGENCY P.R.C.POINT OF REVERSE CURVE P.C.C.POINT OF COMPOUND CURVE SURVEYED JULY 20 FD. FOUND 2001. �. R/W RIGHT-OF-WAY VOLUME SCALE: 1" = 20' -4'� J.E.A.OOFFICIAL MLLOEREELECTRIC REGISTERED SURVEYOR NO. 4487, FLORIDA AUTHpRITy FIELD BOOK 624_ PAGE 63 JOSE A. HILL JR. RCP REINFORCED CONCRETE PIPE CENTERLINE 677 2 SURVEY NOT VALID WITHOUT EMBOSSED SURVEYOR'S SEAL CITY OF '�-�-� .�,� a 1pq-L B�-� C Office of Building Official � � 1 42002 REQUEST FOR INSPECT O 2339 0 D to Permi I A.M. Received P.M. U 1P�vYcA c�,� 5-k- C Job Address Locality Owner'stractor Q fns.(' -� S-+— _ UILDING CONCRETE ELECTRICAL PLUMBING MECHANICA ❑ Footing ❑ ou h Wirin ❑ ❑ Re Roofing ❑ Slab ❑ Temp o e ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place READY R INSPECTION Pre Fab Mon. Tues. Thurs. Friday V A.M. Inspection Made —� P.M. Inspector �\ Final InspectfonK Certificate of Occupancy�i Date , CITY OF �! j�rsfic I M04-P;&U*ja Office of Building Official REQUEST FOR INSPECTI i _3.2Date Time A.M. Received Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY INSPECTION Mon. Tues. We Thurs. Friday P.M. Inspection Made AM Inspector Fina peeN ,� Certificate of Occupancy G V Date r CITY OF C �p Office of Building Off ' 1VY75�g REQUEST FO INSP CTIOI� 3 Date ° Permit rir a Time --2 A.M. Received � J Le 0 " Job Address Locality Owner's Contractor BUILDING:�PCONCRETE LECTRICA PLUMBING ECHANIC raining 1aC Footing ❑ uing Rou ❑ Air Cond. & Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Wed. Thurs. Friday A.M. Inspection Made '— ® P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF �I/S ! ` .� 2gaWZ4-C Beads-0;&% 4 6 � Office of Building Official REQUEST FOR INSPECTION Date _ t Permit No. Time A.M. Received P.M. J ddress ocality ner's Na ctor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Ro ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ �y,� Pre Fab READY FO I CIT 61''°` Mon. Tues.• 1 Wed. Thurs. Friday ' P10f—' \ ©'�- A.M. Inspection Made PM, Inspector Final Inspection ❑ Certificate of Occupancy❑ Date NOTICE TO: Water Department FROM: Building Department DATE: 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 Addr, ss ERU Number m, -------------------- f f- ------------------- CL ------------- --------------------------- -------------------- ------------- ---------------------------- ------------------- ------------- --------------------------- -------------------- 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 follovAng: i j Address: 605 PARADISE COURT Owner: BESTCON i ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 23258 I Date: 5/16/2002 - DON C. F RD, C. O. Post in a conspicuous apace 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 fot{owing: J� i I Address: 605 PARADISE COURT Owner: BESTCON ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME i Use Classification: SINGLE FAMILY Permit Number: 23258 Date: 5/16/2002 i DON C. FORD,"C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH _CERTIFICATE OF OF OCCUPANCY his 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 ! ompiiance vaith the various ordinances of the City regulating building construction or use. For the following: i Address: 605 PARADISE COURT Owner: BEST RUTH BEACH PARKWAY ATLANTIC BEACH, FL 32233 2440 JACKSONVILLE BEACH, FL 32250 i Construction Type: WOOD FRAME I Use Classification: SiNGLE FAMILY Permit Number: 23258 Date: 5/1612002 jPost ixz a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in ( compliance with the various ordinances of the City regulating building construction or use. For the following: i Address: 605 PARADISE COURT Owner: BESTCON ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY f JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY I Permit Number: 23258 1 Date: 5/1612002 DON C. FORD,'C.B.O. Post in a conspicuous space BUILDING, PLANNINGAND ZONING INSPECTIONDEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CER TIFIC4TE OF OCCUP.4NCY WORKSHEET Date Requested: '7- 612 Building Contractor. Building Permit Number: 5 Legal Descri ction-%4C 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: /2, 1 12. 7 recuired as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire �} Public Works Flanni ng 5 _ �� 2_ UJ!'�y�S S/ B-uilding Lb`QL FLOODPLAIN DEVELOPMENT INFORMATION Location::- A7� Type of Development: �•S Flood Zone: X Required Lowest Floor Elevation: 4P. `T If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the props evelopment. Date � j'/ Applicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation 2 Survey Filed with Building Department Building Department Representative Jun,21. 2002, 9:42AM BESTCON, Inc, No-5297 P. I M P SNOWING BOUNDARY SURVEY OF LOT 3 ,A;++S SHOWN ON MAI`' OF PARADISE COVE AS RECORDED IN PLAT BOOK 53. PAGES 62 $2A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR. BESTCON, INC. BEARING REFERENCE BEARINO SHOWN ON RW'NT-OF-WAY LINE HEREON IS THE SANE AS SHOWN ON TN£ ABOVE MENTIONED PLAT. ELEVATIONS SHOWN 114US: (:3.05) REFER TO NATIONAL GEODETIC VERTICAL DATUM. CERTIkIED II'O: MARY A. DeANGELIS COUNTRYWIDE HOME LOANS INC. OLD REPUBLIC NATION TILE INS. CO. DEBORAH W. TAYLOR, ATTORNEY-AT-LAW,P.A- ORV 4898, PAGE 235 i S89'47'58"E 50.00' L O 7 3 00 N Odd res A hA1t0' �- xO. TxR��Neo.k. (oDe 7.4' z RODFED '.CUNqREt6.r ts.o.: 7,a' po ~ 1 STORY VINYL O ~ "` 0SIDING 0 EAVES 10, CV E!i FIN FL EL )OS ^, O O z 1' Its 7.A' Z " U � a 7:4' ,i. Ay ' yA�cad fes' � -X- N&O'2101"Af F�Nc� PL PT 50.01' PARADISE COURT (60' RIGHT OF WAY) FINAL SURVEY: 5-9-2002 NOTE: FOUND ALL IRONS I HEM`yCEkVY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION UK% THE LEGE�Q MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61G17-6, FLORIDA R �Cp�4d�IPHT ADM6a"A1tVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES). AND FURTHER CERTIFY THAT 0 �• oU aua �,mroi THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOYM. I.R.L.BUA DRIC IKSITIcnON UNE p ' , f'C A, CENTRAL AN" SSWRADM TH[LOT 9 MVMD HEREON APPEARS TO LTE"THIN FLOOD CURSON AND A A tGS. INC. t " zom _ K" AS SCALED TNM THI FLOOD 1148URANM NAIE 1643 mAIDD AVE..JACKWOV1tLC,FL,32207 CN CHORD P.G POINT OF CURM/�4N, IAAP$,COIAtAUtN1Y PANEL� 120D7't-Otxf1D. DATED 4-17-64. P.T. pON1T dF TANaJICY P.R.C.ft"T OF Rdt'RRSE CL*w P.OSIJRVEYEt) JANUARY 11 2002. =��POINT OF cowPnulro � . R.M.R� OFTICI OF-WAY SCALE: 1." — 20 '��. '^ J A,aTlaa laca�EVOUAIc E FIELD BOOK 624 PAGES 62. 63. 76 RECIs OSE A. HILL JR 81. A R� coNcnEIE InPT c,alrteuNE ".fY NOT VAUO NITHOUT EMBOSSLU SURVEYOR'S SEAL. May. 8. 2002,1 4:14PMB BESTCON, Inc. 107 FNo-4032 P. I 1 ! r•. a-... .•... MAP SHOWING PLOD' PLAN OF L6T 8¢'A"S ' ' P SHOWN ON MAP OF PARADISt C&VE • ; AS RECORDED IN PLAT BOOK 53,PAGES 82 &ftok OF THE CURRENT PUBLIC PtWft4 6F OUVAi,_�Ql 4TY,'Fi:t lO k FOR: DArUTC9N. INC. 7 i REFERENCE ARINC 9HpM1N ON RIpiT--OF—WAY ON iS 1HE SAN AS SIiOMRI' PC i 605 i 1 y ORV 499$ Flj 23a � ,t is , 04 589'47'58"L '',64, 50.4 } ' r 1.»o4'tE9DDz h� moi. c��•>� �:'�' is Tom 4wj ® TMM;OAK !"' ' '�� •�) : . 19.8' b' LANK) ; is MAGNOVA .d '1 CEDAR oil TON WWM ® 3 Nsow 9w MR 04 F4 0 d. Q rk •CAMPHOR O e.V b ' Z. ARCH g , N89'2 'OZ"Mil 22• c PARADME COURT-1, i., (e0' R4HT OF WMa); y" 7 TYPE "B" DRAINA10t iV2 !NOM FHf,WT$HUM HEREON APPWAR±TO U[winm,F1POp AS VCAM FROM INE f1ACP MquFFNIfE,nAa 5RCrAREP 91�i MADS.0%WuNPry PANELSlO IZ002'}-amlo.OATEA r.171-e0. ('iL&T=N A141D AFvas. 4ahl ". INC. OA7E t PROFFEM01'!AL LANG• RUF�tQ�S. ,E -WMM 97 2001. SCALE; L_m 20_ uacssl+vu�s. ck.�rxox }. Received Time`Nov.A. 80507 CITY OF 4&4oa2a B" Office of Building Official REQUEST FOR INSPECTI Date_ S— C)a PermitNo. ag?' J Time 1/, . rf Received T IQ Pa- Job Address Locality V Owner's + r l Contractor P cSj ann Name IN CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Stab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation �' Lintel ❑ Final Cl Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. riday �^ d A.M. Inspection Made -PM, Inspector �`^�-� Final Inspection Certificate of Occupancy ❑ Date CITY OF 4&4#t& Office of Building Official Ji /�r/ REQUEST FOR INSPECTION Date 4 'V O� Permit o. Time t`H Received Job Locality Owner's NameContractor — BUILDING 7aCONCRETE ELECTRICAL PLUMBING ECHANICAL Framing ❑ Footing ❑ Rough Wiring Ci Rough ❑ Air Cond.& ❑ Re Roofing ❑ "' El Temp Pole ❑ Top Out ❑ Heating Insulation ❑ a ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. / Wed. Thurs. Friday A.M. Inspection Made PM. '-7 Inspector Final Inspection IJCertificate of Occupancy❑ C t t Date CITY OF —° 4&6a4c !3eacA-"tMn Office of Building Official REQUEST FOR INS=E Date �2 Permit No. ::�51z '✓ Time A.M. Received PM. 6(1)-�- e c�-! - r Job Address Locality Owner's Name Contractor BUILDING ONCR ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing POr� Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. ` Wed. Thurs. Friday P.M. Inspection Made f� �V Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date 11��__ _��.- //CITY O//F //� IQ&4i� BwcA-A�ORtu� Office of Building Official REQUEST FOR INSPECTION Date l CJ Permit No.--V-3,_S— Time ASM Received PM. Job Addre cality Name �—~ Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framin ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ oofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Likel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab p READY FOR INSPECTION Mo1Y� Wed. Thurs. Frid A A.M. Inspection MadeP.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date CITY OF 4&44& l3M44-0;&UJ4 Office of Building Official -�7 t ( REQUEST FOR INSPE ON R Date -2— l 2 Permit No. �1 ` Time .M. Received P.M.� R �� Jab Addre �� ) Locality Owner's ,�'j ,-{11Jt�'11"Jj /�� Name "' Contractor BUILDING CONCRETE ELECTRICAL PMBING MECHANICAL Framing 11 Footing 11 Rough Wiring Ci LUAir Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A,M. Mon. Tues. ^ Wed. Thurs. Friday �. 1�l A.M. Inspection Made P.M. Inspector Final Inspection ❑ "T Certificate of Occupancy❑ Date CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX (904)247-5805 SUNCOM 852-5800 DATE rZ- JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: ttaugh Electrical Inspections Dear Connie: Rough inspections on the following locations have been completed and approved: PERMIT NO. ARDRESS t' { 77 7- Please call me at.904-247-5826 if you have any questions. Sincerely, " C ATLANTIC BEACH BUILDING DEPARTMENT ti j CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT 4, � . PERMIT:INFO RMATIOM` ,LOCATION INFQRMATION, Permit Number: 23642 Address: 605 PARADISE COURT Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot(s):3 Block; Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: .• flWW INFORMATION,.. Date Issued:. 3/14/2002. Name: BESTCON Total Fees: 50.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 50.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 3/14/2002 Phone: (904)246-3747 Work Desc: CS4/0 200AMPS 1 PH 3W 240V ALUM - NEW RESIDENTIAL SERVICE C CTO S < < AP L#DATION FEES DYNAMIC ELECTRIC COMPANY . PERMIT -50.00 - a. M �.t}- moi "'fiP'L ��Y� ��' '"�' ��•.. wy t 71u... • 4."�� '��Y"�i � �"�4 asaxr: ae„ ate. � 1�p�` � r;.. ' �_�' ' .�t.1•+`„'":'"�'.., ,{_tea a.,..�, �' r"..� `+:� •'�`.W-�. !� ' ^ _ hr.K?� .. us�v' �^ ✓��` f4.� .xa X. �Wr d�•rs 7 ".y f... 'F :� ��s, . i� r� Kr `{ � "lk. �. d Y ' ?� • Q4 1 M t �4' 'S'R K+3 ' � -it „ � i fi 7x .�9 J 7 ray' Fy,�..ly� e•I"W. }`"' "�. � �. • ? : ' r"�+' l> S 3 ..may.y -"�' •r ,�'?�,�,� 7v� fi M �� ;��t �n� a�4''�'""�-rr„•„i ii•�'i� xw's''.�- 3 4*�t,",',"y�.��`��.�,"� SC',+G, F�... •�i�^•`�w t aAxy}i+ zz • NOTICE BUILDING MATE tFf ! �.w Irt; SPACE,•AND MUST BE CLEAR "FAILURE TOO A E PROPERTY'OWN Fii1 ISSUED ACCORDING'T 4 �IM, F�'fIS P,E CT TO'REVOCATION FOR VIOLATION OF APDL tit 7.t�� x• 1 4 Ilpers MITH Type: 8C "8rO*r: 1 1 11 i ialn ; 586. APMTs-101 : + Trans :Naber: 79MM C!('tt3(S 3zS7• f198.88. ATLANTIC BEACH BUILDING DEPT: Trans date:. 3114/82 Tine: 15:13:58 1. CITY OF ATLANTIC BEACH, FLORIDA APvowd by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: e` a$ IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. EL CTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE NAME ADDRESS: G�OS TL@JLCILI�!_d� RF'r"_ . BOX BLDG.SIZE BETWEEN: / RES.( APT.( I comm.( 1 PUBLIC( ) INDUS.( 1 NEW(K OLD( 1 REW.( 1 ADDITION( 1 TRAILER ( I TEMP.( f SIGNS ( 1 SO.FT. SERVICE: NEW('7 INCREASE( 1 REPAIR( I FEE CONDUCTOR SIZE � AMPSA06 COPPER 1 ALUM.( 41'/ SWITCH OR BREAKER O AMPS l PH 3 W -*D VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O-JO AMPS. 31.100 AMPS. " SWITCHES v INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS, OVER APPLIANCES BELL TRANSF. AIR H.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS I NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. 11 OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH I FLASHER EACH SIGN "— FORWARDED -- J'�'" �3o TOTAL FEES _ (—` CITY OF ATLANTIC BEACH 1 MECHANICAL PERMIT 800$EMINOLE ROAD-ATLANTIC BEACH,FL 32233-'TEL: 247-5826-FAX: 247-5877 .�FtIIAT[C� 777777777 A' Permit Number: 23569. Address: 605 PARADISE COURT Permit Type: MECHANICAL ATLANTICBEACH, FL 32233 Class of Work: NEW Township: Range: .Book: 53. Proposed Use: SINGLE FAMILY Lot(s):3 Black: Section: vision: PARADISECOVE Square Feet: � Est. Value: = er• Improv. Cost,: Date Issued: 310812 BEACH PARKWAY Total Fees: r E BEACH, FL 32250 Amount Paid: ,� y Da#e Paid: - Work Desc k 47.00 MCGOWANQS FOR r'�sa+ ,,w^,v., -.x� k �t° a,.•r 's`1+. rs,,, '� n° `" zv.,`. - ., iz 44 71 NOTICE- INSPEC IOR TO INSPECTION _ BUILDING MATERIAL, RUBBISH ANCA" 1,. I #I . . BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWA R OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. -- Oper: D MITH Type.. OC Dravers l f Date: 3/12/82 81 Receipt 0: 480 14 PERMITS—DUILDINS 1 X957 =� ` Trans nw�er: 24879 VIC" CKS ATLANTIC BEA H BUILDING T. , s hat c _ a + ��l?182 Ties; 13:22:56 BUILDING AND ZONING [NSPE�CTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 _ APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I' DJ LOCATION Street Address: _ OF " (ntsrsseting Streets: Between And BUILDING ' , e� Subdivision II. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good.practice listed therein. Name of Mechanical McGowan' S Heating & Air— Contractors Contractor (Print) !Pond . Inc . Master CACO-18970 Name of162—to"_ M-48 Property Owner Signature of Owner Signature of or Authorized Agent ,�., Architect or Engineer III. GENERAL INFORMATION A. Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON Electric THIS BUILDING OR SITE? / # ❑ Gat—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION 2358 Oil PERMIT ❑ Other — Specify IV. 1-ItWK464 CAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on beck of this form) Id Residential or ❑ Commercial Heat ❑ Space ❑ Recessed 0 Central O Floor New Building Air Conditioning: (3 Room Control I) E) Existing Building E3Duct System: Material F1 bQrD g5 Thickness1/f 02 ❑ Replacement of existing system Maximum capacity /yc�J c.f.m. New Installation(No system previously installed) ❑ Refrigeration ElExtension or add-on to existing system ❑ Other — Specify ❑ Cooling tower: Capacity g.p.m. ❑ Fire sprinklers: Number of heads ❑ Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY cl .Gasoline pump (number) (Reeeiwd) 11 Tanks (number) Remarks Q LPG container (number) Q Unfired pressure vessel Q loilea Permit Approved by Data b Other Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capes Number Unit. Dereription Yodel Number Idaaufacturer (7bae)Y �►�► d- a lo,vd- ,z_ HEATING - FURNACES, BOILERS, FIREPLACES Capadty dypl Number Units Description X00611 Number minll=aCtl>tm (BTEJ) A&WAW TANKS Haw many Naminal Capacity Type Liquid Name at Serial Appprrooving and Dlmaodaoa Contained ]danufaaturer No. Agency CITY OF ATLANTIC BEACH —_--� DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION _ T LOCATION INFORMATION PP ermft Number: 23390 Address: 605 PARADISE COURT Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lots):3 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: _Parcel Number: Improv. Cost: ___ OWNER INFORMATION Date Issued: 1/29/2002 Name:�BESTCON Total Fees: 57.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 57.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 1/29/2002 _ ne: (904)246-3747 Work Desc: INSTALL PLUMBING :1-IOM CONTRACTORS ' I..ICATION FEES N HARRIS PLUMBING >: IT- 57.00 3 ti P 7 NOTICE- INS ECTIONS UES` Ir A" F 'rt" 0 IOkT€ ISPECTION BUILDING MATERIAL, CED IN PUBLIC SPACE, AND MUST BOR OR OWNER "FAILURE TO COMPLY W111�N i5 ESULT IN THE PROPERTY OWNER PAYING TS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE FART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. j:L''j161 ,�, ATLANTIC BEACH BUILDING DEPT. Date.. 1/29/92 91 Receipt: 90 716 g�221996 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 23258 Address: 605 PARADISE COURT Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot(s):3 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: 108,393.00 O. I1OAfOl1 . Date Issued: 1/03/2002 Name: BESTCON Total Fees: 2,851.12 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 2,851.12 JACKSONVILLE BEACH, FL 32250 Date Paid: 1/03/2002 P' 4246-3747 Work Desc: CONSTRUCT N _ BESTCON, 731.00 ' 410.00 1,250.00 " 85.00 6.31 0.33 325.00 35.00 7.63 0.85 TREE BARRIC }' SLAB CERTIF/OCCUP IVYA. - a ..E � 9. }N NOTICE u: `T17 ASS 24 BUILDING MATERIAL BfSTT RAS MUST BE CLEARED UP A kllLFI` - iN "FAILURE TO COMPLY City of Atlantic Reams PROPERTY OWNER PAYING R P R i T � � t � aOnE�'rO� REC EII=r � ISSUED ACCORDING TO APPROVED PLANS j DATE1 1/11/82 01� j i0BE5S51 FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. DE�RIDTION PERMITH TS-BIIILBIN6 01r$ 731.14 MINT '14 CCK MATER CWWCT.CH 1 (418.80 *54 Cl( SM COIKCTION 1 (1250.10a59 CK CK WATER CAPITA IH I f32S.33 *77 CK COfISTRUCCK TISURT i (35.60 a56 I 685 ➢ARADISE COVE 1 (1.63 X72 pI FEES-RADON OAS 5 1 f.45 *78 CK ATLANTIC BEACH ILDI DEPT. TENDER DETAIL (Z "29 DATE. 1/11 "' 851.12 TOTAL cwcxs .4$M #2451.12 - -� -----CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING I800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 LOCATION 1NFORINATION — PERMiT INF#JRMATION Permit Number: 23258 Address: 605 PARADISE COURT Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Township: Range: Book: 53 Class of Work: NEW Proposed Use: SINGLE FAMILY Lot(s):3 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: 108,393.00 OBER INFORMAt1ON _ii Date Issued: 1/03/2002 Name: BESTCON Total Fees: 2,851.12 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 2,851.12 JACKSONVILLE BEACH, FL 32250 Date Paid: 1/03/2002 p `:n 04 246-3747 _ Work Desc: CONSTRUCT CONTRACT - w h Tlt?N<FEES' __ BESTCON, INC. h 410.00 " 1,250.00 85.00 6.31 T. 1aAl � N 0.33 325.00 4 , 35.00 7.63 Y 0.85 TREE BARRIC ES.- SLAB CERTIF/OCCUP NY -r ' a +. —NOTICE- f P 't`l011TEk3 A�'JS7 2+4 H�?UtS 1t)#'�Tt3 r PECTION BUILDING MATERIAL, fISH'A3+ RAS�xTM� T NO PF.4CE . PUBLIC SPACE,AND MUST BE CLEARED UP A i#A�D:t „1�; OT1tF2A7CTt) ' "FAILURE TO COMPLY _ SULT IN THE PROPERTY OWNER PAYING =B t, S" ISSUED ACCORDING TO APPROVED PLANS IS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. j ATLANTIC BEACH BUILDI DEPT. C Jan. 4, 2002 12:42PM HUM, Inc. No.9870 P. 2 t' Ibl wXj ' 4, Book 10268 Page 1896, �' 1ao 1 n toLlq LQ NOTICE OF COMMENCEMENT alt, To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of Florida Statutes, the following information is stated io this NOTICE OF COMMENCEMENT. Description of Property: 4;40(� loa-6ct d S l Y Lot 20, PARADISE COVE, according to the plat thereof, as recorded in Plat Book $3. Page* 82 and 82A, of the current Public Records of Duval County, Florida. Getleral description of improvements: is noie family :Iwei ina Owner Beetcan,_Inc Address 2440 Southseach Parkmay Jax Beach, _Vi. 32250 Owner's interest in site of the improvement Fee simple Title holder(if other than owner) Name Address Contractor Hest con. Inc. t \1 Address 2440 SouthBeach Parkway Jax Beach, Fi. 32250 Oj Surety(if any) _ Address _ __ Amount of bond S n Name and address of any person making a loan for the construction of the improvements. 1v' Name Am6outh Bank gcldregs 10245 Centurion Parkway lax, F1. 32256 Namc of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: xame - Address In addition, to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [2) [b], Florida Statutes. (Fill in at Owner's option). Name Address THIS SPACE FOR RECORDER'S USE ONLY Sworn to and�9y�pscr�bgd be�'orp m9ftthis >t5t acknowledgwl t�R( W'IJ Peat C l 3 r f 1 S9 « y�o 12th day of_Decemberif2ooi �f)j1On'-LA C, Ia Public Terri L. Lane •MM.r y � � my Commission Expires; June 5, 2004 y� M'.fM1�Y�A1iM'Mrf "is-molt" a�►,t .a� : CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address G() -#' 61?&'V i S C C 7-- Date / 2 -02— Heated -02— Heated Square Footage 3Z '1 @ $ per sq ft = $ � Garage/Shed @ $ per sq ft = $ Carport/Porch V @ $ per sq ft = $ Deck ��- --@ $ per sq ft = $ Patio ,`St �� \` @ $ per sq ft = $ TOTAL VALUATION: $ /0 373 Total V l S tion 1st 7 S 1-1/ $ 2- 7- Remaining Remaining Value m�- per thousand o0 portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ a V (0) Fireplaces @ $15 . 00 $ _O BUILDING PERMIT FEE $ ' Z WATER IMPACT FEE SEWER IMPACT FEE $ fx j(} WATER METER/TAP $ f-j CAPITAL IMPROVEMENT $ 2 2 SEWER TAP $ eS3 ?� RADON (HRS) .0050 $ s SECTION H PAVING ( ) $ HYDRAULIC SHARES $ o — CROSS CONNECTION $ 3 S jg9�6) SURCHARGE . 0050 $ 3 OTHER $ 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: PROPERTY DESCRIPTION # _, Block # S ction # division. Street Name / /1 DESCRIPT.169:;CSF" or Address: �DOJr PW �`1C61-c' 4 (If in a FLOOD HAZARD Flood Zone: X area complete page 3) Brig Description/U40 .�i.. Class of W k: ew Remodel/Addition: ZONING INFORMATION Type of Construction: ZoningQ� Cc ^ Proposed - G o District: IW oG- Use: Estimated Value �$ /JaO Exceptions or Variances materials: A-00 /_j shLxq,&,. Granted: 41A . /11 Solid or filled � Ground: Roof: S;1U*A.0A1S Method of Heating: I 0260 OWNER INFORMATION BESTCON, INC. 2440 South Beach Parkway Property Owner: ID i too ille Phone: Mailing Address 904 246-3747 Zip: CONTRACTOR INFORMATION BESTCON, INC. 2440 South Beach Parkway Contractor: Phone: Mailing Address le Beach, FL 32M 904 246-3747 Zip: STATE LICENSE NO: eec '6;z2-36'6 Date: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANSS PORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. 7 Owner Signature l DATE C' ) Contractor Signature v" DATE 0 , IN TO AND SUBSCRIBED BEFORE ME BY / � (N ' ( �C.f(D THIS /V DAY -11 99 04 2�" "IMEWOLFOAR6 NOTARY PUBLIC NOTARY PUBLIC-STATE OF FLORID WY COMMISSION EXPIRES DEC.28.20 COYYUON N0.CCU7712 PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: Cn C7 ak � Dlsr� ► l OWNER:LF= S 'fie C 0-1 [ 1. Determine Occupancy Classification of the structure. Select occupancy classification 9- S which most accurately fits the use of the Building. (Chapter 133) [� 2. Determine actual physical properties of building. [✓� a. Determine building area each floor. (Area definition Chapter 132) b. Determine grade elevation for building. (Grade definition Chapter 132) [t� C. Determine building height in feet above grade. (Height definition Chapter 132) [vr d. Determine building height in stories. (Story definition Chapter 62) [� e. Determine separation distance from exterior walls to assumed and common [ property lines. (Property line definition Chapter 132) f. Determine percent of exterior openings per floor. 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 136) [ a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table 8500) [ b. Check allowable height and area increases permitted. (Chapter 135) [ 4. Check detailed Occupancy requirements. (Chapter 64) [,-y 5. Check detailed Construction requirements a. Fire Protection of Structural Members (Chapter B6&Table B600) b. Fire Protection Requirements(Chapter B7 and Table B700) [t/] c. Means of Egress Requirements(Chapter B10) d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) 6. Review design as related to standards. (Chapters B16-B26) [�] 7. Check other requirements as necessary. [ ] a. Construction projecting into public property(chapter B32) [ ] b. Elevators and conveying systems(Chapter B30) [ ] C. Sprinklers,standpipes and alarm systems(Chapter 69) [ d. Use of combustible materials on the interior(Chapter 138) [. e. Roofs and roof structures(Chapter B15) [ f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other 2 — 0 -11 CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: r 0 t, < ),V\, Dont. Ford, Buildind Official don/sb.1 NOV 28 101 07:18 CLARSON 107 P02 c , MAP SHOWING PLOT PLAN OF L6T 3 .. AS SHOWN ON MAI' OF PARADISE COVE F. ACORDED IN PLAT BOOK 53, PAGES 82 & 82A OF THE CURRENT PUBLIC RECORDS OF DUVAL,4OUNTY,'FL0RIDA. FOR. •BESTCON, INC. ; REFERENCE: BEARING SHOM ON RIGHT—OF—WAY LINE HEREON IS THE SAME AS SHOWN" . O '.'Mt -fl0MED PLO. I ORV 4898. PAGE 235 � of tlantic Beach anntrp and Zoning Department S 8 9'4"7'5 8" o This approval verities compliance with applicable A t"` � zoning, subdivision and other local land 50.0 r development regulations, but doe approval for the issuance of permits. Compliance with Florida Building Code and all other applicable tacit, State and Federal permitting requirements r ( ) must be vetllisd s nature of the City of Atlantic i BwPldirp I prior t� issuance of a Lww.r...,t amu.atmit f Appnvied 2C' BR> Development Director (12 (94 ) t X111 ��Ir��iw�.�.�i1� } .4• 1`(.• AI. : - 02 ANA Ci n�� r'7:.;F• .t r OOe I (12") Q OAK nrnN eAK 7RtPLE OAK ��,� �•S' 19.8' f.6 LANAI'MAGNOLIA CEDAR (g ) 15.2' ti• '7.5' MYRTLE ". Z l `'.<�? TON MYRTLE I" TRIPLE MYRT�,E • �+ = .u. '►Ilwn PEAR ;s; SHEET OUM �NNc Q -j PINE J �' (�") W N `i Y I Y 4 PALM p ° ; CAMPHOR �Q Q y r GH .. ,,: " 18.0' � ��• �' 1B• no• oRe , o ,� 16 N 89'2 '01 11 nA . 50. __/ 22' ' P A'R AD•(,,SE COWR T ., ., . (60' RIGHT OF WA Y)•: ' TYPE "B"' DRA{NAGE IHt LVT SHOWN HEI�L�ON APPEARS TO U[ WITII+N rL.00D ° 20NES X. AS SCALED FROM THE FLOOD INSURANCE,RATE IRREPAREP Ell: MAPS. COMMUNITY PANEL NO 120075 - WDID: DA'O 4-17'-89,. (��SON At'o ASS7�.�� gP PROFFES10.1`4L LANG,�SbR�YQ,R$ I DATE NOVEMBER 27 2001. 1B4 hJPctDO:a1+ NtrE, .. , JACKSON,41LE, F ;.;-'42207. SCALE: 1 — 20 Received Time—Nov • 28•" 8 : 35AM.. ; Hook 1026a Pap* 1900 NOTICE OF COMMENCEMENT To whom it may concern. The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of Property: Lot 3, PARADISE COVE, according to the plat thereof, as recorded in Plat Book 53, Pages 82 and 82A, of the current Public: Records of Duval County, Florida. General description of improvements: single family dwelling Owner BestCon Inc. Address 2440 SouthBeach Parkway Jax Beach, -F,,'- . 32250 Owner's interest in site of the improvement Fee simple Title holder(if other than Name _ _ -- Address Contractor Bestcon Inc. Address 2440 SouthBeach Parkway Jax Beach, F1_. 32250 Surety(if any) Address Amount of bond$ Name and address of any person making a loan for the construction of the improvements. Name Amsouth Bank Address 10245 Centurion Parkway Jax fl. 32256 Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name Venture Title Agency Address 4315 Pablo Oaks Court, Jax, F1 322.24 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option). Name Address THIS SPACE FOR RECORDER'S USE ONLY U ne>� (G 6 l 5 ACknowle` sscribed�e t7 d K 1 6t1- N�u^�5e� e�C SI(Cvt ° 12th day of December, 2001L ? V f NOU 28 '01 07:18 CLARSON 107 P02 MAP SHOWING PLOT PLAN OF LOT 3 c SHOWN oN MAP OF PARADISE COBE kARECORDED IN PLAT BOOK 53, PAGES 82 & 82A OF THE CURRENT PUBUC RECORDS, QF' DUVAL 4OU14TY, FLORIDA. FOR. IDESTCON, INC. q NG REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN" . 0 IrI lTIOWED PLO. i. a I ORV 4898. PAGE 235 0,o S89'471"58" .:. (1 } I (� OAK 1 }!.•'.`, ( TMPIA OAK $} '•S' LANAI' 40, 19.8' o MAGNOLIA 11-6 00 CEDAR (6 � 15.2 7.>3' �i MYRTLE Z Tw N MYRTLE ~ ..i >� TRIPLE MYRTLE • N { twin rt�R O 0 tom. p SWEET WM pj Q PINE J N (�I, >LS N k � PALM `^�� 0 0- CAMPHOR Q o Ei.O• j� Z 1 0- 11•.G!' :X 7.6� •'x ' '00RCF{ „ 4 16' an oat City o Atlantic Beach Planning and Zoning OeWrtment N Q • This approval verfts compliance with applicable ; zoning, subdivision and other local land . .. development regulations, Mut -- val for the issuance of psrmitt. CornpNance w« FTot,',:a wullmg GbA"t oft aM aN+r+r �� N89 a2 '01 sv' local, $tate and Federal parrniltin4 n1QUl n . must be werlfled signature of the City of AtisMf 5 O_ '� ' Beech suliding I to thR once of a 22, . Building Permit. Apprared By: P A•R A D[SE G 0 ' T mun ve opment Director (60' RIGHT OF WAY)", i TYPE "B°' DRAINAGE EMOTE: IHL LVT SHOWN HERE014 APPEAR3 TO UC WIT111N irLOOD ?, ZONES "Y AS SCALED FROM 1HE FLOOD INSURANCE,RATE PREPARED B?�: i T MAPS, COMMUNITY PANEL NN,2,,,,120075 — 1D.• DATED 4-t7-89v CIAA�SON At'4i�.r[�a '�, two .ii�'C• PROFFESION-AL LAND:'3VRV!EYQF($ . ; DATE NOVEMBER 27 , 2001. 104-i t0Dt1'A' UE, r: • I SCALE 1" — 20' JACKSONVILLE, >�.:'��iox Received Time—Nov -28,"- 8 : 350. ` Book 10268 Pape 1900 NOTICE OF COMMENCEMENT To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of Florida Statutes, the following information is stated in this NOTICE. OF COMMENCEMENT. Description of Property: Lot 3, PARADISE COVE, according to the plat thereof, as recorded in Plat Book 53, Pages 82 and 82A, of the current Public Records of Duval County, Florida. General description of improvements: single family dwelling Owner BestCon, Inc. Address 2440 SouthBeach Parkway Jax Beach, t^ice 32250 Owner's interest in site of the improvement Fee simple Title holder(if other than Name Address Contractor Bes tcon, Inc. Address 2440 SouthBeach Parkway Jax Beach, Fl. 32250 _ Surety(if any) Address Amount of bond$ Name and address of any person making a loan for the construction of the improvements. Name Amsouth Bank Address 10245 Centurion Parkway Jax fl. 3225ti Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name Venture Title Agency Address 4315 Pablo Oaks Court, Jax, Fl 32224 In addition to himself, owner designates the billowing person to receive a copy of the Lienor's Notice as provided in Section 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option). Name Address THIS SPACE FOR RECORDER'S USE ONLY �a�T () nen Ar-knowl%42$Y u l �t1 Neu�be� e�Ce 12th dayof December, 2001 .1 ary blit Terri L. Lane � g �-, My Commission Expires: June 5, 2004 j On 4 4im .*av Pae�� p CftLL� .- Clo00136420 w c cow+Miseua�►vwsEa '400000 71,,-W Mr oMMaraoa Ewiaes OF fV0 JUNE 6 001 M I_ 4315 Pam*Ck*i Ceire JackmnvilU%n " COMMENCE Apr - 19. 2002 10:52AM BESTCON, Inc . No-3501 P. 1 DY14ANIIC FJXCI RIC, 1144. 07.JCHM DWPV R) JACKDONVILL9r PL 32245 h MF `y1 r F''A April 19, 2002 Mr. Don Ford City of Atlantic Beach Inspection Department " r " h`,`3r' ', � 800 Seminole Road, Atlantic Beach FL 32233 Don We respectfully request that temporary power for the new BESTCON, Inc. home con- structed at the address listed below be turned on for a period of thirty (30) days for testing purposes. We will be responsible for anything that may occur due to the energizing of the service prior to the Certificate of Occupancy, and the approval and completion of the job. YOAS truly, Gary Perkins Dynamic Electric, Inc. Re: 3 Paradise Cove Residence: DeAngelis Address: 605 Paradise Court Permit#: 23258, CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23871 Address: 605 PARADISE COURT Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: IRRIGATION/DRAINAGE Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot(s):3 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 4/15/2002 Name: BESTCON Total Fees: 25.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 25.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 4/12/2002 Phone: 904)246-3747 Work Desc: INSTALL LAWN SPRINKLERS CONTRACTOR(S). APPLICATION FEES H2O MANAGEMENT, INC. 25.00 xe IWO rN`ft b� ys ,/ 4 r fF' .J '�.+�y `^.._`'} y.� �'�a •fit - � � ,', n � i;"�,... �'�'�f s�'.,;{1Y ♦,^�!'.'��,,,� Al��wn��s ><'�$s �in1Y 10. N -yy �n� + *,7 h�, '•,M.taka�...� faA.iN yt"'�.` H r _ ,.sem` �"�'" `za'�'iF.�ao 7 h 'inJ ..�' %r kei '�`y ., 'tj'r' x �, ....0 4'S ,i•� 'tZ�fiv h. t •�ai'.�'� � y�''� �1s�'`�� ,m.s t'i.,.�'tl+k��:'+,�s��._,}•yyatt fie,� •�F��p'n'.'4'>"��igF�s�tN�'+.Y ,fig, � _ �� f_ „� 1, * '�.. k.�'yi,�•l� �A�'a�! .,�.`aM1"��_�s�.py1T� s rv� 19�51�,vk H :7,M f ' •P* ,t h L r .T�$4'T'� .F'-c ahs bhp i F.s�r�, Y j Rsn 4 G 7�`",,�'T°�j+ ,_. �N10 NOTICE II t ItISTED AT LST 24fif ECT10N $ .Xy a R�+s X RS p'� a s F",M. •,S 4s sa"'y BUILDING MATERI 1 y °'Fi "k' # "OR "it ' ':�` . IN-PUBLIC :. SPACE, AND MUST �# N R OWNER FAILURE TO COMPL � iF. 1► E. IN THE PROPERTY OWNER PA ., ISSUED ACCORDING TO APPRO I F f ND SUBJECT T.O.REVOCATION FOR VIOLATION OF APPLICABLE PR . Opera DSHITH Type: OC Draw: i Date: 4/15/ie 91 Receipt no: 49972 14 REIOIITS-BUILDIM6 .1 M.N Trans nwber: IPM4. 617 pMTK CT ATLANTIC B CH UILDING -T. CK CHECKS 1394 $158.60 Trans date: Time: 16:83.1ff— CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23871 Address: 605 PARADISE COURT Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: IRRIGATION/DRAINAGE Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot(s):3 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 4/15/2002 Name: BESTCON Total Fees: 25.10 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 25.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 4/12/2002 Phone: (904)246-374'7 Work Desc: INSTALL LAWN SPRINKLERS CONTRACTORS APPLICATION FEES H2O MANAGEMENT, INC. 25.00 •s 7 Pxyy��rrtr;qCn°as rtr .2 j k . 5� } '$i w � u*��"a'R," �Y'F. � „' � •� � �"K'�v'�Y,�:. '�`*ii>�k`'"wit"-:7 r.' ^".,�T,�..�`'.'—�� `'+".• _ -i. Sn t.�e -•.�F*-a,. • �'�`i4 �i i i7�4:� a..-.i ° y ?�"�� +, r � y'� r � ".1.r '4i. ' ��ry� y_(' {l s�.S $x�rq�3C5 `J %3 G.�5.iwa �K:,*+fit ��Fi.i� mh'iv.'�'i w�a ��jz~i"zp.P'�'� yp• NOTICE I ,: 1 .SEI ECTION j r�w v �F {,A "c�,xS�„�R�•.+.,Fc``k'�S„3 r..+ uS Mi'�frH�'�-s r''�,a n`N 4.`�y�.r . BUILDING MATERI .4 1iiE`ifI I '#,A IN-PUBLIC. SPACE, AND MUST £Irki # fAfrOr' '. ' ;£ AO R OWNER �,. .• �� i ��'j'dY �fi,fit. "FAILURE TO COMPL � li #� IN THE PROPERTY OWNER PA y.N � ISSUED ACCORDING TO APPRO' Via' l+ ND SUBJECT T.O.REVOCATION FOR VIOLATION OF APPLICABLE PR ATLANTIC B CH UILDING T. CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: �70 OWNER OF PROPERTY: 1�� e--- TELEPHONE NO. PLUMBING CONTRACTORCONTRACTOR' S ADDRESS : STATE . LICENSE NUMBER: -1 _ 1_5� 7 TELEPHONE: 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 I-PfAJP.j 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 i OWNER:DeAngelis" Lot 3 Paradise Cove SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 12/18/2001 CONSTRUCTION JOB ADDRESS: Lot 3 605 Paradise Court Atlantic Beach, FL 32233 All Items may not apply.(Mark those either"In Allowance,""Owner Choice,"Not Applicable-"NIA"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: 2500 PSI Slump: 3" Width: 20" Depth: 10" Reinforcing: #5 1 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: Conc. Block If Concrete Block-Size: 8"x16" Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing: #4 Number: 1 Spacing: 48"oc 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: NIA Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE-Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: NIA R-Value: N/A Found. Bolt/Size: NIA Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: N/A Size: N/A Spacing: N/A BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 1 OWNER:DeAngelist Lot 3 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: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh __LFill: Sand Thickness: 4" Size: Varies Finish: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: None Fill: Sand Thickness: 4" Size: 3'wide Finish: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 8'x 10' Finish: 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: If foundation >24" 1-#5 FOUNDATION BOLTS-Spacing: Per req. Location: At perimeter Engineering 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 OWNER:DeAngelist Lot 3 Paradise Cove Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: NIA SubFloor Material: N/A Size: N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7116"O.S.B Size:4'x8' Corner Brace Material: N/A Wall Siding Material: CERTAINTEED Front, Sides&Rear Mainstreet Size: Varies Roof Sheathing Material: O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size: NIA 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 NIA N/A Box Sill/Rim Joist NIA N/A N/A N/A 1st Floor-Floor Joists N/A N/A N/A NIA 2nd Floor-Floor Joists N/A NIA N/A N/A Ceiling Joists NIA N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top&Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers, Windows & Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 3 OWNER:DeAngelist Lot 3 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 Step Shingle Flashing: 5"x 5"galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26#x 18"galvanized Roof Fans/Vents: 6' steel off-ridge BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 4 OWNER:DeAngelist Lot 3 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 1 st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54"x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A NIA N/A N/A N/A 1st Floor N/A NIA N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: (Including Storm Doors) Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal 3'-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage Mid America Model Regal 40 PFS 16'x7' 2-1/2" Mid America Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 5 OWNER:DeAngelist Lot 3 Paradise Cove 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek 1450 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft 1500 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 Finger-jointed white pine 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 OWNER:DeAngelist Lot 3 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 V2. Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/Popcorn or 1�2" Ceiling Nailed 3 Knockdown Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn or Knockdown Texture Other: 1 /2"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 7 OWNER:DeAngeiist Lot 3 Paradise Cove 11. CABINETS, VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE WOR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Guest Bath Bath#1 Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Bath#2 Other: 12. MASONRY: MORTAR MIX: 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 OWNER:DeAngelist Lot 3 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: 3 ton JANITROL 10 SEER CPKE36-1 A36-10 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make,Type: SECO Supply Ductwork Material: Fiberglass R-6 There will be NO dampers(except in grilles)installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material: Fiberglass R-6 Insulated returns: Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, & Number: CODY One-way throw-11 Grilles Brand Name, Style, & Number: CODY Flue Material: N/A Size: N/A Humidifier Brand Name, &Model: N/A Electronic Air Cleaner Brand Name, & Model: N/A Baseboard Heat Brand Name, Model &Numbers: N/A Stove Vent: N/A Dryer Vent: 4" metal Bath Vents: 3"diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 9 OWNER:DeAngelist Lot 3 Paradise Cove 14. PLUMBING: Waste Disposal-Public: City of Atlantic Beach —7Private: N/A Disposal Field: N/A Water Supply-Public: City of Atlantic 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 N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue 3/" House to Water Heater CPVC SCD40 Glue 3/" House to Bathrooms CPVC SCD40 Glue 3/"TO 1/2" House to Kitchen Sink CPVC SCD40 Glue 3/"TO%i" House to Refrigerator CPVC SCD40 Glue 3/"TO 1/2" 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 OWNER:DeAngelist Lot 3 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 STERLING STERLING Elongated Round Toilet Seat Church Church Shower LASCO 3460 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D- DELTA D- 2710LHP/H621A6 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 BRIGGS China BRIGGS China Feature Tub OCOV-60 Location, Type&Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type& Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 11 OWNER:DeAngelist Lot 3 Paradise Cove Fixture Description-Brand Name, Model Number, etc. Size/Other Kitchen Sink Sterling 3322 33"x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81 V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer&Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name-Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 12 OWNER:DeAngelist Lot 3 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 Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 2 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 OWNER:DeAngelist Lot 3 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 3 1 10 Dining/Family 15 amp #14 CU 5 2 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 4 Master Bath 15 amp #14 CU 1 1 1 Guest Bath 15 amp #14 CU 0 0 0 Bath#1 15 amp #14 CU 1 1 1 Bath#2 Master Bedroom 15 amp #14 CU 2 1 6 Bedroom#1 15 amp #14 CU 1 1 3 Bedroom#2 15 amp #14 CU 1 1 5 Bedroom#3 Closet#1 15 amp #14 CU 1 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 20 amp #12 CU 3 1 3 Garage 15 amp r#14 CU 1 2 3 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 14 OWNER:DeAngelist Lot 3 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 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 1 5 Weatherproof Recept.. 15 amp #14/2 CU 3 Smoke Detectors 15 amp #14/2 CU 4 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name& Model Number Wire Size Quantity Dining Room Progress 4032-30 1 Breakfast Nook None 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-30 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 P5745-30 1 Front Porch (O/H) Progress Recessed 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 Fertilizing & Labor N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 2001 Re:-Wind Loading Requirements For L o t -4 3 se- Co\M Jax. Beach , FI. 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 # q of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear 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 J Louie J. Gabriel, P.E. A CIT F PLANT v 'EACH ROvV_?tNtN DING of I E p�, a �i , "1NIND FORCES STRUCTURAL ANALYSIS FOR THE NEW RESIDENCE Locwre D oN L,oT - LOT.-#3 ?Af-aD%SG C04E 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" 4 PREPARED BY: LOUIS GABRIEL, P.E. DATE:,j1W , 2001 f 1 J � l2`3 I Zod� t E TA e u bilk-t nzLi Y,e s i dAm c e- lA s 4:&,e. 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Z A'b OF 2.i �ryy1 .► 1,5 0 o p s 1 F4 = 3 6,o oC 1 S*l h 6 ^ o. y "" Z A p- T[ lcr� �•►-,r.�, Z l9 o l b s o r 19'q O Ib s --f N ?!:47 X 1C$ 44t.ic.k. rot SteeL A36 WA16"-s... &4t-Ul-eJ --7 ..FbC.d"• =2 ,1 twooaE�� oo .ass.---.:.•fi b-r-{-1-4- -��/- �zitch)C►%4�-(04)).= 545psi -q=b-t-a,¢ W•)= 060Ct. 13) = 532 psi 54SPsi ..Muri+r�.t�. to•9'rj Co.-rs�t�sX�q�c�C!.1�4)=gc�t6.w.t'�'��h �1�1/s =qo ;o•ovzG 't5299L(Z?000l(t331 "1.-L S 6A r' �-n J i_"sive 0" A 1AG6'r Bo Lts 35 p 314 d� A LLVw a ►ol e T�ci w► v-^ 7?. 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I01 • - _ Sh �,.• G0.b f ie!. p �• 7ro. Fv bo t-v')CS)f. =v- Z- 1-33 - W Ae.'re . 1/- = act's slit-wr , - batt sPa F v- -. a.Uow abs e. s6 ea.ir PL-,r bo it S = C133)CS6o)f( ?l) �vr irtre{�oY ta�Cs —� S = C�•33)C135o�fCv"� Z' T-o Choose. h W-duwm : - AiWw, kofJ Am.M tis i w► T al- "c' - 2 v)* kind ctc,.rAt W4 be t;kasd--% Fru-%^A Siw�stjw%` or Sc Me- �1ai�� S oL.s vim SA-, m-rs 27 6 ,9 •e - See Aex ee t• Fo Y S ear w,,--mss ow-k- 44J 51 tee L it-g Shear C.o•&tA (UM S . Tor G` • IMOVIG of -the bU4Sii$" both JS. Sht7Lw+ d'�^ �igws . C Leay. tj►r boLtr tJ►LL Y J uu oux aM+Q�-�►�..s al e. WtW i 1L Aeegl to.Shear t2.FF.--for a COlk ti. fa.i Lwrc ; �kt.s .t t ep ytot h&UJVVIA C aat = Tor "a-- 2 Y NA T 2-Y - 1400 lbs C 2 x 4 -;#Z '5YP ZV = 22DD I b i C Z x (v Alai , 2 S YP_ ,q - 290D lbs CZX8 pLAL , 2 ',5YP Ste air P L o F o11:+nff4j s iza' Rem 414 CaKh'�,,ka Ftaw,, SW&t fo Fw • top ?Wo to Getfdotc, , f FALL ohGa oa t AW) erir��.r gala �nsGU or as s6t,rn ay See. ",�" o F Sheet to for t-*. 6o Qv,, LATFEDRAL COLING, I 14 FROMCATHEVRAL ro», MOEN CATHEo CEILM I CEILING I CENW..VAULT IN — ROOM 339- _I FOFCH I ! I 5 V FLAT Cqj?r, FOYER I I I { 1 FLANS 5taF 1 ® I >y ` a FLAT CWIG t ld FLAT _— I OLWY I IN FLAT FLAT CENTER VAULT IN ® I ( l Room DFORow B'FLAT (1 •,j ! —' GARAGES80 RAT GAT" B'FLAT I II TRL55E5 I I' OESKaIED I ; FOR ATTIC �� FLAT (�iI 5TORAGE "i SAN - 1 t&FLAT I SLOPE BOMB' `, TO'O -- --------- ---- ——————— --- =-= --------- -�r- -- - WALL -W- "h" .F" . u. "O.T.M." V .T"e C" *r(D , No. (ft) (ft) (ft) (Ib) (Ib/ft) Qb/ft) (ft) (ib) (unitless) Qb) t�•r ML Z3-�L s ) NIA 4L- �r I-33 it` `'s Z t2- �eL. 14t 6 32- 613 C?a= "Z" IS ALWAYS EOUAL TO 1.33 WHICH IS WIND MAGNiF1'ING FACTOR. SHEAR � CALCULATIONS (2}= "NP" DESIGNATES THE NAILING SPACING AT PANEL EDGES AND INTERMEDIATE SUPPORTS FOR EXTERIOR WALLS, OR THE SCREWS t AT THE PANEL EDGES AND INTERMEDIATE SUPORTS FOR __� "'*m'FRWISE NOTED. 1700, �"i Q qT Tf1P Y 1nr n 1 C` FORM 6DOR-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING C INSTR CTION Florida Department of Community/affairs Residential Whole Building Performance Method A Project Name. law Builder: BESTC®N — Address: ? ' '.. " Permitting office:�'LA�-IC CRY,state: a 4� � �� Permit Nurrikler a 3 z5� Owner Jurisdiction Number:,q-,//o Z� Climate cone: 1. Now owwwtioo yr o>difing New 12. Cooling Systems 2, Sime funtily or multi-Mmity Single fintily a.Cenval Unit Cap:30.0 kEtad►r A. Number of units,if mul"i wily 1 SEER:12.00 k Number of Bedrooms 2 b.N/A S. Is this a worst am*? yew _ 6. ConditioaW float area(ND 1327 W c. N/A _.. 7. Glees area do type a. Clear-angle paten 0.0 S° � 13. Hestiag systema b.Clear-double pasta 225.3 fe � a.JEkx t k Heat Pump Cap:30.0 kDrAr c.Tistt/athar WJSH1?C-single pow 0.0 it' HSPS:7.40 d,'rnWoQw M;Ntit9t:-AouW pace 0.0 n b.MA S. Floor types a. Sla)-Uad3rada PAW Ind R=0.0,I S9.0(p)It c. N/A b,N/A, C.NIA 14, Hot water syatoms 9. Walt mm a. Electric RasWanoe Cap:40.0 gallons C Fame,Woad,£Verior R 11.0,862.0 fe EF:0.90 b-Fmur,Wood,Adjeoont PH I A 190.0 ft' T b.N/A e.N/A ^ d.NIA _ C. Conservation credits C.N/,A, (HR-Heat recovery,solar _ 10. Canning tfpca DAP-Dad+oa,wd beat pump) a: Vader Attic R 30.0,1346,0 W _ 15. HVAC credits b.Under Attic R-19.0,94.0 W _ (CF-Ceiling fan,CV-Cross Ventilation, c.N/A HF Whole house fan, 11. Butts PTmabk Thermostat. a. Sup:Una. Rat Unc, AM Catw Sup.R-6A 125.0 fl W'C'Multimc cooling, b.NIA MZ^H-Moitizoae hen nsg) GlasWfoor Area, 0.17 Total as-built points. 15m.0o ��SS _.. Total base points: 16708.00 1 hereby certify that the plans and specifications covered Redrew of the plans and by this calculation are inpliance with specifications Covered by this the Energy Cade. calculationindicates compliance PREPARED ILBERT MILLER w1th the Florida Energy Code- Before construction is completed DATE: _ — this building will be inspected for I hereby certify�thhat this building, as desigried, is in compliance with Section 553.908 ♦�. ~ cumptiencey Florida Energy C , Fk)dda Statutes. OtMNE G._ .__ f:ins r , BUDDING aFFICtAL: DATE: [3A'rE- j _ —0 EnwavGauneO(Version:Fi.R3PA 203) ._....._-.-•-------- PAGE 1 ,*ate: 12/06/01 MANNING BUILDING SUPPLY LOG #: A0943 TRUSS DIVISION JOB #: JACKSONVILLE alesman: JOHN FERGUSON Pitch: 7/12 Customer: BESTCON HOMES Job Name : #1318 !"Address : 2440 South Beach Parkway Address : LOT 3 PARADISE COVE Jacksonville Bch, FL. 32250 Designer: KEN --------------------------------------------------------------------------- utyl Span I O.H. I O .H. I Description -------------------------------------------------------------------------------- ' 1 11' 0 ' 0 ' T-1 GE 1 18 ' 1 ' 6" 0 ' T2-H1 1 18 ' 116" 0 ' T-2 1 11 ' 11611 0 ' T-3 GE 3 11 ' 116" 0 ' T-3 1 15 ' 3"8 116" 116" T-4 GE 1 15 ' 3" 8 116" 116" T-4 1 35 ' 116" 116" T-5 GE 4 35 ' 116" 116" T-5 1 35 ' 116" 116" T-6A 2 35 11611 11611 T-6 RAISED 5 35 ' 1 ' 6" 116" T-7 2 35 ' l ' 6" 116" T-7A SEAUS + * 3 35 ' 1 ' 611 11611 T-8 5 35 ' 116" 116" T-9 1 35 ' 116" 116" T-10 „ 1 35 ' 1 ' 6” 1 ' 6" T-10 GE 2 7 ' 116" 0 ' M-1 1 7 ' 0 ' 0 ' M-2 2 9 ' 10" 212113 0 ' 9 ' 20 H/J DBL 45 3 6 ' 10"4 0 ' 0 ' 7 ' E/J STUB 2 5 ' 1 ' 6" 0 ' 5 ' C/J L 1R 2 4 ' 10"4 0 ' 0 ' 5 ' C/J 1L 1R 4 3 ' 116" 0 ' 3 ' C/J 2L 2R 4 1 ' 1' 6" 0 ' 1 ' C/J 2L 2R ** Hardware Roof ** 6 A HUS26 1-ply Truss Hanger ------------------------------------------------------------------------------- 37 - Trusses 6 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 17 - Jacks 0 - # of Beams 0 - # of Rim Board -------------------- 54 - Total Trusses 00 OT 51'4"8 7 I m� 1 AAPPROVEDUBYOTRUSSEOFFICESES, UNLESS SPACED 24" DC THRU T-10 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT T 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 4. APPROVED BY : mv ' - -- - -- - -- - - -- - -- - -- - -- - -- - :, APPROVAL DATE: �i DEL. DATE LL - -_ M-2 M-1 Lo MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PH# 266-8225 JAX. FLA. 32255 __ _ __ _ 7/12 PITCH 24 " OH SO/CUT m JOB: AO943 m f m Ln Lo n m m to ' Cu CUSTOMER: BESTCON HOMES LOC: LOT 3 PARADISE COVE DESIGNER: KEN PARKER 7 �4' _�= 58' 4 op ;� �� / \ ,, � \ , � _a �� \ \\ , \�� ` ,\ \ . �� ,� �\ \�� ,_ � " \\�� j=� �`E�_g (A0943-#1318 - T-1 GE ) THIS DWG PREPARED FROM COMPUTER INPUT (f.OADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, OPEN BLDG, LOCATED ANYWHERE IN BOT CHORD 2x4 SP #2 N ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. WEBS 2x4 SP #3 SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) SEE DWG GBLLETIN1001 FOR MORE REQUIREMENTS. TC From 114 PLF at 0.00 to 114 PLF at 11.00 BC From 20 PLF at 0.00 to 20 PLF at 11.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. W4X4 W1.5X4 III W1.5X4 III 7 (— W3X3 7 W3X3 Ln in 8-1-2 W3X5% W1.5X4 III W1.5X4 III W1.5X4 III W3X5� 5-6-0 I 5-6-0 11-0-0 Over Continuous Support R=124 PLF U=53 PLF W=11-0-0 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 OTY:1 FL/-/3/-/E/-/- Scale **WARNING" *REFERRUSSES TO HIB-91 (HANDLINGS CARE In INSTALLINGAND BRIACING) ),PUBLISHE DH aY T I INST (TRUSSINS I?ILATE TC LL 20.0 PSF REF 8151--90663 INSTITUTE, 583 0 NOFRIO DR., SUITE 200, MADISON, WI 53)19), FOR SAFETY PRACTICES PRIOR TO ,.�M�rJAft PER ED RM IND THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 12/05/01 SIR UCTUR.AI PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "*IMFORTA NT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIMEERE!, �` ��F� 7r BC DL 10.0 PSF DRW NCUSR151 D1339D35 PRODUCTS, INC, SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO /� � �'.� ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAiLING AND i BC LL 0.0 P S F HC-ENG E J R/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OFSIN 1 SPECIFICATIGN PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FQ T C T.L D. 37.0 P S F S E A N - 34862 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTOR., T,0 =A EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER }Ch DRAWINGS I60 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCC OF PROFESSIONAL ENGINE[RING �� pIQP'�� D U R.FAC 1.25 F R 0 M K P Alpine Engineered products,IRC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THiS 13an"s City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e c'( .�� SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. w...+�� (A0943-#1318 - T2-H1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS- L/360 LIVE AND L1240 TOTAL LOAD. W5X5 ; W50 W1.5X4 W1.5X4 le- 7 —17 k-8-1-2 W3X8= W3X5 W3X6(Bl) = W3X6(B1) 1-6-0 3J 7-0-0 4-0-0 I 7-0-0 18-0-0 Over 2 Supports R=1392 U=680 W=3.5" R=1290 U=570 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:1 FL/-Z3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 D.Q P S F R E F R 1 5 1--90664 GRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI C,RUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ~~�M T C D L 7.0 P S F DATE 12/05/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYt PROP ATTACHED iw�`, � STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT-`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALINE ENG'NELREP Q��F�C BC DL 10.0 P S F D R W HCUSR151 01339036 PRODUCTS, INf,. $HALL NOT BE RESPONSIBLE FOR ANY DEV IAT[ON FROM THIS DESIGN; /:Fir TAIL URE 70 ••••••••�'.� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, IIISTA,LING AND j •V' �� B C L L 0.0 P S F H C-ENG E J R/MMA ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PR OYISIONS OF NDS (NATIONAL DESIGN •+ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4C GALV. STEEL, EXCEPT AS NOTED. APPIL NNfCTORS TC S 77 TOT.L D. 37.0 P S F S E A N - 34865 EACH FACF OF TRUSS, AND ONE OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PCR K� DRAWINGS lE0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN f,INELR NG s'iS:'�L OR0 �� D U R.FAC. 1.25 F ROM KP Alpine E'nglnCCrEd ProdUClS,IiIC. RESPONSIBILITY SOLELY FUR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �{1f TTa11le City,Fl. 33${� OMPONE NT FOR ANY PARTICULAR GUILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER } E p� FLCertifcateofAuthorization#567 ANSI JPI 11995 Sec TION z. Dec SPACING SEE ABOVE - ... 1 1 (A0943-#1318 - T-2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TIED V TRUSS MFR. TOP CHORD 2x4 SP #2. N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED BOT CHORD 2x6 SP #2 N WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 WEBS 2x4 SP #3 PSF. SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. -—---(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 18.00 BC From 4-PLF at -1.65 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 4.59 BC From 100 PLF at 4.59 to 100 PLF at 13.12 BC From 20 PLF at 13.12 to 20 PLF at 18.00 W4X4 141.5X4 III W1.5X4 III 7F 7 40 PSF STORAGE A,,-8-1-2 W3X5= W3X5= W3X5(Al) = W3X5(Al) 9-0-0 I 9-0-0 J 18-0-0 Over 2 Supports j R=1110 U=550 W=3.5" R=996 U=430 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:l FL 3 - E Scale =.375'' Ft. —WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-90665 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PATE INSTITUTE, 583 D'ONOFRIO Oft., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO n/R,yy PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED M"-1 1�pt�� TC DL 7.0 P S F DATE 12/05/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I �` "'•� —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAB C DL 10.0 P S F D R W HCUSR151 01339037 ltHRE TU J �r _4�• •'•••lF BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AHD t B C L L O.O P S F HC-ENG E J R/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAI DFSTGN 2 ; J = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE f CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 10 1 9'• s� TOT.L D. 37.0 P S F S E Q N - 34930 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERDAWINS 10 A Z. sfn A: •� OF PROFEING Alpine Engineered Products,Inc. RESPONSIBI6ITY SOLELYTHE FORSEAL THE TTRUSSICOMPONENT DESSIGNON THS DRAWING ITES SHOWN�EPTANCE THE SSUITABILITYONAL AND USE IOFETHIS /X7 OR`O \ D U R.FAC. 1.25 FR0M KP Haines Cityjl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER EN DeSPACING S E E ABOVE FL Certificate ofAuthorizatiion#567 ANSI/TPI 1-1995 IECTION 2. C �@ (A0943-#1318 - T-3 GE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4SP #2 N :T2, T3 2x4 SP #1 Dense: 100 MPH WIND, 15.00 FT MEAN NGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.18" DUE TO LIVE LOAD AND 0.11" SPECIAL LOADS DUE TO DEAD LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 0.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 114 PLF at 0.00 to 114 PLF at 11.00 BC From 4 PLF at -1.65 to 4 PLF at 0.00 SEE DWGS S10015EN0699 & GBLLETIN1001 FOR MORE REQUIREMENTS. BC From 20 PLF at 0.00 to 20 PLF at 11.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W4X4 W3X3% W3X3 7 � 7 W3X3 W50(R) III W4X16 W4X16 + added) —I 4.61 + 4.61 L-- + 8-1-2 W4X16 + L,I-e-D 5-6-0 5-6-0 30 fE 11-0-0 Over 2 Supports J R=849 U=440 W=3.498" R=606 U=310 W=3.498" PLT TYP. Wave TPI-95 Design Criteria: TPI STD' 18.2f3 OTY:1 FL/-/3/-/E/-/- Scale —WARNING IxRSES R 0U[RHEXTREME IN FABRICATION, , HANPNSHIPPING, INSTALLING PLATE B RANG. REFERTOHIB 9 ( ANDLNGINSTALLING AND BRACING) PUBLISHED BYTP (TRUSS TC LL 20.0 PSF REF R151-90666 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ,.�M��Mr PERFORMING THESE FUNCTIONS. UNLESS 0 HER SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ``1 �I,tw� T C D L 7.0 P S F DATE 1 2/D 5/0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED AChIED RIGID CEILING. VGA '•'�71% MPORTANT'* FURNISH A COPY OF THI5 DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGI NE ERFD �� B C D L 1 0.0 P S F D R W HCUSRI5T 01339038 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO _Q@••••••'4 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INST<.LLING AND +� �1' ALPINE BRACING OF TRUSSES HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATJoN De"SIGN ♦ j �_ BC LL 0.0 P S F H C-E N G E J R/M M A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. A,PINt � T 0 T.L D. 3 7.0 P S F S E O N - 34893 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NO TEO. APPLY CONNE':(0R5 lU {'�; EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNEC70RS PER n: DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INUTC.TEI ACCEPTANCE OF PROFESSIONAL ENGINEERING �Z�p ...... D U R FAC. 1.2 5 FROM K P Alpine Engineered Products,Inc, RE SFOT IB ILIT I' SOi ELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SU ITABIL[TY AND USE Of 1NIS �i �\ FIa11leS City,FL 33&44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 9UII DING DESIGNER, PER Dec SPACING SEE ABOVE FL Certificate of Authorization#567 ANSIITPI 11995 SECTION 2. ' 1 1 - °' (A0943-#1318 - T-3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. W4X4 7 —17 W5X5 —I 4.61 4.61 L- 8-1-2 W2X4(Al) W2X4(A1) L< 1 6-03J — 5-6-0E 5-6-0 IE 11-0-0 Over 2 Supports J R=508 U=290 W=3.5" R=398 U=180 H=Semco Equiv.To Alpine H-4 Girder is (1)2X4 Dain. So.Pine PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 QTY:3 FL/-/3/-/E/-/- Scale =.375" Ft. *BRA RNG, REFER TOES HIBREQUIRE91HANDLINGE INSTALILINGAAND BRACING), PUBFLISHED BYPTPI INSTALLING PLATE D TC LL 20.0 PSF REF R151-90667 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR']0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDr T C D L 7.0 P S F DATE 1 2/0 5/0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �SIFICq }(�- BC DL 10.0 PSF DRW HCUSR151 01339039 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC•••••• H BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ;:ND 2 • �•� 7ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN } f S 8 C L L 0.0 P S F H C E N G E J R/MMA SPEC If ICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 2 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTOR;, TO i�:• Qp Q T 0 T.L D. 3 7.0 P S F S E Q N - 34890 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •�/ DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CIS+ • RIOP•�w D U R.FAC. 1.2 5 FROM K P f1IpIllC E'llgllleered P/'OCIUCYS,IIIC. RE SPGN SIBIL ITY SOLELY EOR THE TRUSS COMPONENT OE SIGN SHOWN. THE SUITAB II ITY ANO USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec �Q ENG SPACING 2 4.0" FLCertifcateofAuthorizationN567 ANS17TPI 1-1995 SECTION 2. w,...+.•.. (A0943-#1318 - T-4 GE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2, T3 2x4 SP #1 Dense: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #1 Dense IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.13" SPECIAL LOADS DUE TO DEAD LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 0.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 104 PLF at 0.00 to 104 PLF at 15.29 TC From 54 PLF at 15.29 to 54 PLF at 16.94 SEE DWGS S10015EN0699 & GBLLETIN1001 FOR MORE REQUIREMENTS. BC From 4 PLF at -1.65 to 4 PLF at 0.00 BC From 20 PLF at 0,00 to 20 PLF at 15.29 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND BC From 4 PLF at 15.29 to 4 PLF at 16.94 CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. W4X4(R) III + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W3X5 T3 Z F— W3X5 T2 W3X3% W6X6= --j Z W3X3�� —1 4.61 4.61 1 W1.5X4 III W1.5X4 III + + h8-1-2 W4X16 � W4X16 L.--1-6-0 J 1-6-0 fE 7-7-12 7-7-12 J 15-3-8 Over 2 Supports j R=1039 U=520 W=3.5" R=1039 U=520 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 OTY:1 FL 3 E - Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-90668 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (IRUSS PLATE INSTITUTE, 583 D'ON0 FRIO DR., SUITE 200, MADi50 N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PR0PERL'i ATTACHED ' TC DL 7.0 P S F DATE 12/05/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAY, A PROPERLY ATTACHED RIGID CEILING. �FL. I'IMP ORTANT— SFURNISH AB COPY OF THIS S PON SIBLE DESIGNA TO AN THEY INSTALLATIONTCOONTRACTOR. ALPINEh APUREETOD ��fIFJ BC DL 10.0 PSF DRW HCUSR151 01339040 PROD FOR AN Y �. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND + V B C L L 0.0 PSF HC-ENG E J R/MMA 7ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROP ISIONS OF No (NAT IONAI DESIGN S • $ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •* T O T.L D. 37.0 P S F S E A N - 34902 CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECIORS 10 Z+�� i EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Q' DRAWINGS 166 A-Z. THE SEAT. ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER NO 1��Op`QP;:•�f DUR.FAC. 1.25 FROM KP Alpine Engineered Products,Inc. RESPONSI8ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS L S p��. Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D, LCYJE�G� SPACING SEE ABOVE FL Certificate of Authorization#567 ANSI/TPI 1 1995 SECTION 2. (A0943-#1318 - T-4 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W4X4= W05% W 3 X 5 7 F— 7 W5X7 —J 4.61 4.61 �— W1.04 III W1.5X4 III a8-1-2 W2X5(Al) W2X5(Al) 7-7-12 04 7-7-12- 15-3-8 Over 2 Supports J R=657 U=350 W=3.5" R=657 U=350 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.20 OTY:l FL/-/3/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRAC'ING). PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R151-90669 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TD +aM �LM T G D L 7.0 P S F DATE 12/05/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. v``;.••.,;•/%_ "*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREA �i�Fr♦C•�.• BO DL 10.0 PSF DRW HCUSR151 01339041 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �:.;w BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 4 B O L L 0.0 P S F H C-ENG E J R/M M A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OYISIONS OF NDS' (NATIONAL DESIGN j ♦ _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE f CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO S�• '� •¢ T 0 T.L D. 37.0 P S F S E Q N - 34897 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER _ /�S DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING =V' A( �'• Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 5 �/-�•••• ... D U R.FAC. 1.25 F R 0 M K P llalnes City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER R ENVV FL Certificate of AuthorizationN567 ANSI/TPI 1-1995 ;ECTION 2. Dec'i9 E S P A C I N G 24.0" (A0943-#1318 - T-5 GE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 12.91 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 :W7, W8, M8 2x4 SP #2 N: FILLER 2x4 SP #2 N DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SPECIAL LOADS SEE DWGS S10015EN0699 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 5.33 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND TC From 114 PEE at 5.33 to 114 PLF at 27.35 CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. TC From 54 PLF at 27.35 to 54 PLF at 36.65 SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. BC From 4 PLF at -1.65 to 4 PLF at 0.00 W5X12 ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. BC From 20 PLF at 0.00 to 20 PLF at 35.00 3X3 BC From 4 PLF at 35.00 to 4 PLF at 36.65 (moved) + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. W6X8 SHIM ALL SUPPORTS TO SOLID BEARING. ONLY STUDDED AREAS EXPOSED TO WIND. W3X5 7 r W4X16 7 4 16(R) N(added) 4X16 (added W3X5 M8 W3X5 W7 W4X16(R) W3X3 W3X5 W5X9(R) + + W8 W II W3X5 W4X16 W50 =_ W5X12 _ + + W5X7 = + W4X16 J 4,75 -' 4.75 W3X3= + + 4.75 4.61 4.61 L +8-1-2 W3X6(R) III 11-6-01_ 5-5-12 SIE 14-4-8 12-7-8 22-4-8 L 17-6-0 I 17-6-0 J 7-4-0 I 5-4-0 T 7-2-4 T 7-6-0 T 7-7-12 35-0-0 Over 4 Supports R=885 U=410 W=3.5" R=2508 U=1190 W=3.5" R=256 U=249 W=3.5" R=444 U=318 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 19.5a QTY:1 FL/-/3/-/E/-/- Scale =.1875" Ft. -WARNING" WARNING** TRUSSES REOU IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R151--90670 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �vwl'ah! r T C D L 7.O P S F DATE 12/05/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '"*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINLLRED y BC DL 10.0 P S F D R W HCUSR151 01 339042 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURF TO . •• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALL INC TO ALPINE tlRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF No (NATIONAL DESIGN BC LL 0.0 P S F HC-ENG E J R/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _ : T CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 CALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO =�� F T OT L D 37.0 P S F S E Q N - 10931 7EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ;fi. Q DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING �l�, /C II, �(V� Alpine Engineered Products,hic. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS }�s ........R1�.: a D U R FAC. 1.25 F R 0 M K E N I-IBIDCS c1IX FL 33$44 COMPONENT FOR ANY PARTICULAR BOILDING IS THE RESPONSIBILITY OF THE BUILDING OE SiG NE R, PER D e tT+ti p( ENG, S P A C I N G S E E ABOVE FL Certificateofyuthorization4567 ANst�TPI 1-1995 SECTION 2. t+ �" 11 ,. I ,. (AD943-#1318 - T-5 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 :W7, W8 2x4 SP #2 N: FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BRACE BC ABOVE FILLER AT 24" OC. SHIM ALL SUPPORTS TO SOLID BEARING. W5X12 W5X5 W3X5 W3X3 (moved) W5X5 W5X5 W8 7 r W7 (A) 1 7 W3X5 W3X5 W5X12 = W6X8 W3X3 J4.7 — 4.75 4.75 L J4.61 4.61 `— 8-1-2 = W3X5(Al) � W3X5(R) III W5X7 W3X5(AI) 6 0l_ 19-10-4 —I LL�oj 12-7-8 22-4-8 I, 17-6-0 _I_ 17-6-0 �I 7-4-0 T 5-4-0 T 7-2-4 T 7-6-0 T-7-7-12 fE 35-0-0 Over 3 Supports J R=525 U=286 W=3.5" R=1996 U=618 W=3.5" R=251 U=307 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:4 FL/-/3/-/E/-/- Scale =.1875" Ft. *BRACNGNG*REFERTRUSSES HIBR91 (HANDLING INSTALLIINGANU BRAOLNNG)HANPUB HANDLING, BYPTPI INSTALLING PLAT,EAND TC LL 20.0 PSF REF R151--90671 INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY Pft ACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDu~d�� T C D L 7.0 P S F DATE 12/05/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �G'L -_'r7r/�" **[MPORTP.N T*' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINtERLD •-/r B C D L 10.0 P S F D R W HCUSR151 01339043 PRODUf,TS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEYIATION FROM THIS DESIGN; ANY FP.ILURE TOIF1 Y BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND !!! B C L L O.O P S F H C-E N G E J R/MMA A L P I N E BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED DY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _* TOT.L D. 3 7.0 P S F S E A N - 10909 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4D GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TG .y OF EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCS DRA W INATED ON THIS DESIGN, POSITION CONNECTORS PER I IL Q Alpine Engineered Products,Inc. RESPONSIGIIDRAWINGOITY SO LEL YTFORHE JEA LTHE TRUSSICOMPONENT DESSIGNTSHOWNCEPTATHE OUITABILITYOAND USENAL IOFERI THNS "�'�/S'p .Z 00A �� O U R.FAC. 1.2 5 F R 0 M KEN Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec EN SPACING 2 4.0" FLCeRiti'ate ofAuthorization#567 ANSI/TPI I-1995 SECTION 2. ++� (A0943-#1318 - T-6A ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T4 2x4 SP #1 Dense: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N :84, B5 2x4 SP #1 Dense: WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 WEBS 2x4 SP #3 :W5, W6 2x4 SP #2 N: PSF. FILLER 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.38" DUE TO LIVE LOAD AND 0.19" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. W5X5 W5X5% W1.5X4 III (A) 7 r � 7 W5X5% (A) W5X7 W5 (A) 4.75 `— B4 4 75 W6X6= W5X7 = B5 4.61 8-1-2 W5X7= W5X7 = HS412 W1.5X4 III W3X6(B1) - W3X8(Al) W1.5X4 III I�� L 10-0-0 25-0-0 17-6-0 17-6-0 5-7-8 7-0-8 I1Ia 14-10-2 5 6 0 fE 35-0-0 Over 2 Supports R=1387 U=660 W=3.5" R=1386 U=660 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD _ 18.2f3 QTY:1 FL/-/3/-/E/-/- Scale =.1875" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151-90672 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TOMr PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.O P S F DATE 1 2 Q 5 Q 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. F.F �.•'s^.�•7,I� **IMPORTANT** FUft NI SH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '(f:Flp B C D L 10.0 P S F D R W HCUSR151 01339044 PRODUCTS, INC. SHALL NOT DE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AlNY FAILURE TU � BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, NSTALLING AND t t• B C L L O.(] P S F H C-ENG E J R MMA A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN = f = _ / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S _ CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO =�: OF Q' TOT.L D. 37.0 P S F S E Q N 34945 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS Ifi0 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��/s' � pl4P'�� D U R.FAC. 1.25 FR0M KID Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS T FIall1CS city,FL 33Saa COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec SPACING A C I N G 2 4.O n FLCertifcateaxuthorization#567 ANSI/TPI I-19vs 41-TION 2. .,,,,,,,I,,,.. U ;:. (A0943-#1318 - T-6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #1 Dense ;82, B3 2x4 SP #2 N: WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL 5.0 WEBS 2x4 SP #3 :W8, W9 2x4 SP #2 N: PSF. FILLER 2x4 SP #2 N SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY CALCULATED HORIZONTAL DEFLECTION IS 0.43" DUE TO LIVE LOAD AND 0.35" BRACE BC ABOVE FILLER AT 24" OC. DUE TO DEAD LOAD DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. W5X5= W5X12 W5X5�i W1.5X4 III W5X8-i 4tW3 7rW9 (A) d (q) � 7 W5X12 W8 W5X7 W3X5% (q) B2 W5X5 W6X8= 63 4.7 W3X3= W5X7 W1.5X4 III W1.5X4 III L 4.61 8-1-2 W1.5X4 III W1.5X4 III 4'75 HS412 W3X8(Al) W1.5X4 III J 4.75 W3X8(Al) 1601 12-7-8 22-4-8 17-6-0 17-6-0 7-4-0 5-4-0 11-1a 14-10-2 5-6-0 LE 35-0-0 Over 2 Supports R=1386 U=552 W=3.5" R=1386 U=557 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:2 FL -/3/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-90673 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 58 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PR AC110E5 PRIOR TO _,,.�f� ` PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 12/05/01 IT NG. **IMPORTA NTAL PANELFUR NOI SHOA COORDOFHTHI SALL HOE SIGNPTOPT HEYINST ALL ATOIONGCONT I TER TR ACTOR. ALPINE ENGINEERED 'I PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESI6N; ANY FAILURE T0. fIFI,C BC DL 10.0 PSF DRW HCUSR151 01339045 7BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, .SHIPPING, INSTALLING AND S •V 8 C L L 0.0 P S F HC-ENG E J R/MM A ALPINE BRACING OF TRUSSES HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN = * j 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� OF rQ TOT.L D. 37.0 P S F S E Q N - 10944 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOC ATEO ON THIS DESIGN, PO SI TION CONNECTORS PER n i DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �C/S�"•,AL R�04:'�� O U R.FAC. 1.25 F ROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPGNENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ... -{ \ Haines City,FL 33844 OMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e �rC®lE" SPACING 24.0" FL Certificate of Authorizationil567 ANSI/TPI 1-1995 SECTION 2. ,t ,,. (A0943-#1318 - T-7 ) THIS DWG PREPARED FROM COMPUTER INPUT ([DADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T4 2x4 SP #1 Dense: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N :B3, B4 2x4 SP #1 Dense: WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 WEBS 2x4 SP #3 PSF. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.35" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. W5X5 = W 3 X 5 W 3 X 5 W3X5 0 7 r --1 7 (A) (A) W 5 X 8 W5X5 (A) W5X5; W1.5X4 II B3 T4 11 W3X8= W3X6 = HS412 4.61 ` �8-1-2 B4 W3X6 B1 — W8X8= W1.5X4 III W1.5X4 III X6(Bl) = Wl.5X4 III W5X9(F1) E I 13-3-8 1— 21-8-8 17-6-0 ,I 17-6-0 8-6-0 1—3-0-01 18-0-0 —15-6-0 35-0-0 Over 2 Supports R=1387 U=660 W=3.5" R=1386 U=660 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:5 FL/-/3/-/E/-/- Scale =.1875" Ft. **WARNING'* TRUSSES REDIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R151--90674 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1 53719), FOR SAFETY PRACTICES PRIOR TO ' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ♦C" ` YdN T C D L 7.0 P S F DATE 12/05/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, yG•,.••"•'.',7�' **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERFO ,.q((lFfC•': BC DL 10.0 P S F D R W HCUSR151 01339046 PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESI'N; ANY FA ILU2E YO q�,• BUILD THE TRUSSES IN CUNF0 RMA NCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND II d ' �': ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN I '• _ BC LL 0.0 P S F HC-ENG E J R/M M A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSCIC IATION) AND TPI. ALPINE ` P CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TU x' p� Of Q TOT.L D. 37 0 P S F S E Q N - 34937 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •�(/ Alpine Engineered Products,Inc. RESPONSIBILDRAWIN IITY SOLELYHE FOR SEA ON THE TRUSS COMPONENT DE S DRAWING ON IGNT SHOWNES A C EPT ATHE SU[TA LITESSYNCE OF PROF ONAL INSAND USEI OFERING THIS tTC(`C.nRty�� D U R'FAC' 1.25 FRQM KID I-IBlliCS(_'lt)',FI. 33 COMPONENT FOR ANY PARTICULAR BUILDING IS THt RESPONSIBILITY OF THE OUILDING DESIGNER, PER DeC '�ip,R`SS1 EN SPACING 24.0" FL Certificate ofAuthoriration#567 ANG17rPI 1-]995 SECTION z. (A0943-#1318 - T-7A ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T4 2x4 SP #1 Dense: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N :134, B5 2x4 SP #1 Dense: WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 WEBS 2x4 SP #3 :W5, W6 2x4 SP #2 N: PSF. FILLER 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.38" DUE TO LIVE LOAD AND 0.19" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. W5X5= W5X5 W1.5X4 III (A) 7 r W6 W5X5% (A) 7 W5 W5X7 (A) 4.75 L B4 T4 4.75 W6X6= W5X7= 4.61 A,.8-1-2 W5X7 = W5X7 =— HS412 W3X6(131) W1.5X4 III W3X8(A1) W1.5X4 III L9 11-7-0 23-5-0 17-6-0 17-6-0 5-7-8 7-0-8 -11-1414-10-2 5 6 0 35-0-0 Over 2 Supports R=1387 U=660 W=3.5" R=1386 U=660 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD' 18.2f3 QTY:2 FL/-/3/-/E/-/- Scale =.1875" Ft. *BR CRINGNG*REFERRUSSES 10 HIB 91 (HANDLINGEINSTALLING AND BRACING)E IN , HANDLING,ULISHED BYTPI INSTALLING PLiTEAND TC LL 20.0 PSF REF R151- -90675 INSTITUTE, 583 D'ONOFRIO DR., SBI TE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO T C D L 7.0 P S F DATE 1 2/0 5/0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED t �en STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. �F....::,^7T p **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED•.+j�F�C••..• BC DL 10.0 PSF DRW HCUSR151 01339047 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE I' �� l 1� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ♦ t A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OE41GN ¢ 3 Z! B C L L 0.0 P S F H C E N G E J R/MM A SPECIE KATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 7PI. ALPINE F CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL., EXCEPT AS NOTED. APPLY CONNECTORS 10 1 9: OF =Q TOT.L D. 37.0 P S F S E Q N - 34949 EACH FACE OF TRUSS, AND BNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERF RING Alpine Engineered Products,Inc. RESPONSI8ILITY SOLE LY THEDRAWINGS A SEA THE OTR US SIC OMPON ENT DESSIGNING T SHOWNES ACEPTATHE NCEOSUITAB ILI TYROFESSIO AND USENAt IOFE THIS Y �' ��OR1OP\�� D U R.FAC. 1.2 5 FROM K P llaineS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. Deed R��.M" SPACING 24.0" (A0943-#1318 - T-8 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N :B4 2x4 SP #1 Dense: WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 WEBS 2x4 SP #3 PSF. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. W5X5 W 3 X 5 W 3 X 5% W 3 X 5 7 r —I 7 W5X7 145X5�i (A) W1.5X4 III 146X6 141.5X4 III W3X8 141.5X4 III W3X6= HS412 4.61 8-1-2 145X12 = 141.5X4 III Wl.5X4 III 141.5X4 III 64 W3X6(B1) = W3X8(A1) 17-11-8 17-0-8 YE I� 17-6-0 ,I_ 17-6-0 �I i 8-6-0 T 3-0-0 T 18-0-0 r 5-670 1 fE 35-0-0 Over 2 Supports J R=1386 U=559 W=3.5" R=1386 U=558 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI (STD) 19.5a _ 0TY:3 FL/-/3/-/E/-/- Scale =.1875" Ft. *.WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-90676 BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5H3 D'ONOFRIO DR., SUITE 200, MADISON, W] 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SN ALL HAVE PROPERLY ATTACHED �,,( G �� TC DL 7.0 P S F DATE 12/05/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIU CEILING. F �µ• �•/. "IMPORTANT— FURNISH A POOR OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED .Kt BC DL 10.0 PSF DRW HCUSR151 01339048 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE ?0 w •�\�F� ••�, ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANG PPP BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN t • �• B C L L 0.0 P S F HC-ENG E J R/M M A 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 Z S C^c iQ` T 0 T.L D. 3 7.0 P S F S E O N - 10902 EACH FACE DF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER IL •• N" DR.AWI NGS 16G AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PR UFES SIGNAL ENGINEERING C�(f••,FL Q�1Q ••� D U R.FAC. 1.2 5 FROM K P Alpine Engincered Products,111C. RES NS ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS i y _ ((�� Hames ��A City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER NV FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. De c'8 LC(1E +,,+ SPACING 24.0" (A0943-#1318 - T-9 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY IRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 13.08 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N :B1 2x8 SP #I: IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 :W2, W3, W4 2x4 SP #2 N: FILLER 2x4 SP #2 N SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. SPECIAL LOADS LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) BRACE BC ABOVE FILLER AT 24" OC. TC From 54 PLF at -1.65 to 54 PLF at 36.65 BC From 4 PLF at -1.65 to 4 PLF at 0.00 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. BC From 20 PLF at 0.00 to 20 PLF at 6.29 BC From 100 PLF at 6.29 to 100 PLF at 17.62 (B) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE BC From 20 PLF at 17.62 to 20 PLF at 35.00 OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. BC From 4 PLF at 35.00 to 4 PLF at 36.65 DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. W3X6= W3X6 W1. X4 SHIM ALL SUPPORTS TO SOLID BEARING. W1.5X4 III W3X6 W 3 X 5 W4 7 r (B) 7 W5X5 % (A) (A) W5X5 S W3 W3X5 W1.5X4 W2 W5X5 40 PSF STORAGE W1.5X4 II 2-0-0 W5X5 J 4.61 W3X3= 4.61 '— 8-1-2 = B1 Wl.5X4 III W5X5(A1) W5X5 W5X9{R) III W1.5X4 III W3X5(A1) R-6-0117-10-4 —I 1 29-5-8 5-6-8 17-6-0 I 17-6-0 I I 29-6-0 'T 35-0-0 Over 3 Supports R=1035 U=487 W=3.5" R=1959 U=935 W=3.5" R=685 U=524 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:5 FL/-/3/-/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 T C L L 20.0 P S F R E F R151--90677 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI0R TO r Atft T C D L 7.0 P S F DATE 12/05/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEO RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREJ A 8 C D L 10 0 P S F D R W HCUSR111 01339049 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FA II URE TG BUILD THE TRUSSES IN CONE OR MANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANU I'''.F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S 2 B C L L 0.0 P S F HC-ENG E J R/MMA SPECIFICATION PUBLISHED BY THE AMERICAN To AND PAPER ASSOCIATION) AND TPI. ALPINE j TOT.L D. 37.0 P S F S E Q N - 10936 CONNE f.TORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L S EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, PUSITION CONNECTORS PER '�� OF DRAWINGS 16D AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING °'C�'• '�!pglOP• D U R FAC. 1.25 F ROM K P Alpine Engineered Products,Inc. RESPON SIB[L ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS i f ,� flames City,FI, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e c`" •�Cyy ENG\ SPACING S E E ABOVE FL Certificate ofAuthoriZation#567 ANSI/TPI 1-1995 SECTION 2. ••• (A0943-#1318 - T-10 } THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED BOT CHORD 2x6 SP #2 N :B3, B4 2x4 SP #2 N: WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 WEBS 2x4 SP #3 :W2, W3, W4, W5 2x4 SP #2 N: PSF. SPECIAL LOADS (A) lx4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) BETTER. ATTACH WITH 8d NAILS @ 6" OC. TC From 54 PLF at -1.65 to 54 PLF at 36.65 BC From 4 PLF at -1.65 to 4 PLF at 0.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC From 20 PLF at 0.00 to 20 PLF at 6.29 BC From 100 PLF at 6.29 to 100 PLF at 17.50 SHIM ALL SUPPORTS TO SOLID BEARING. BC From 20 PLF at 17.50 to 20 PLF at 35.00 BC From 4 PLF at 35.00 to 4 PLF at 36.65 W5X5 W 3 X 5 W 3 X 5 0� 7 r W4 W5X5 W3 (A) W5 7 W5X5 W2 40 PSF STORAGE W5X5= 63 4.61 4.61 8-1-2 B4 W3X5= W8X8= W5X7 (R) 111 W3X5(Al) = W3X5(Al) �� - 17-10-4 6-3-8 1 6 0� �—� 17-6-0 _�_ 17-6-0 �I 24-3-8 T 5-2-8 T 5 6 0 1 35-0-0 Over 4 Supports —� R=734 U=420 W=3.5" R=2286 U=970 W=3.5" R=342 U=180 W=3.5" R=307 U=220 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:1 FL/-/3/-/E/-/- Scale =.1875" Ft. *8 RACING **WARNING*'*REFERR TOES HIBR 91 (HANDLING INSTALLEME CARE ING AND BRAOCING)HANDL PUBILISHEDH BY TPI INSTAL UISSI PLATE TC LL 20.0 PSF REF R151--90678 INSTITUTE, 583 D'ONDER10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR 10 -�.MK�yMr T C D L 7.0 P S F DATE 12/05/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 1�G �je STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID C'IL ING. axs4�,J J'� *'IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIEEERtD I e� F' B C D L 1 Q.O P S F D R W HCUSR151 01339050 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TC / ii;:� �.•,•• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND t ri ��: ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DEIGN * _ B C L L 0.0 P S F HC-ENG E J R/MM A 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 To m y� �T � Q� TOT.L D. 37.0 P S F S E O N - 34934 EACH FACE OF TRUSS, AND UNLESS OTMERW[SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER P g DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIN( `C;:,�j p10P•�� D U R FAC. 1 .25 F ROM K P AI ine En ineered Products,I11C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY .AND USE OF THIS 1 �{c'� 1jallReS Cit}',FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec R �+P-J' FL Certificate of Authorization#567 ANSI/TPI I-0995 SECTION 2. ��((( •��/"' SPACING SEE ABOVE (A0943-#1318 - T-10 GE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 12.91 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x6 SP #1 Dense :B3, B4 2x4 SP #2 N: IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 :W2, W3, W4, W5 2x4 SP #2 N: DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) SEE DWGS S10015EN0699 & GBLLETIN1001 FOR MORE REQUIREMENTS. TC From 54 PLF at -1.65 to 54 PLF at 9.00 TC From 114_PLF at 9.00 to 114 PLF at 29.50 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND TC From 54 PLF at 29.50 to 54 PLF at 36.65 CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. BC From 4 PLF at -1.65 to 4 PLF at 0.00 SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. BC From 20 PLF at 0.00 to 20 PLF at 6.00 ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. BC From 100 PLF at 6.00 to 100 PLF at 17.16 BC From 20 PLF at 17.16 to 20 PLF at 35.00 ONLY STUDDED AREAS EXPOSED TO WIND. BC From 4 PLF at 35.00 to 4 PLF at 36.65 W5X5= + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. SHIM ALL SUPPORTS TO SOLID BEARING. W4X16 W3X5 (added) W4X16 W3X5 (added) W3X3 7 r W4 W5X9(R) �� --1 7 W4X16 W4X16 W3 W4X16 W2 W3X5 (added) 40 PSF STORAGE w5 W5X5= W4X16 I 1A B3 4.61 4.61 L �8-1-2 W3X5= B4 WlOX10 = W5X7(R) 111 L 6 DI_ 17-10-4 ��E 6-3-8� 11 17-6-0 I 17-6-0 24-3-8 T 5-2-8 T 5 6 0 (E 35-0-0 Over 4 Supports J R=882 U=414 W=3.5" R=2798 U=1323 W=3.5" R=867 U=404 W=3.5" R=349 U=180 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 19.5'a OTY:1 FL/-/3/.-/E/-/- Scale =.1875" Ft. -WARNING WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND I� T C L L 20.0 P S F R E F 8 1 5 1--90679 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTI TOTE, 583 D'ON0FRI0 DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. ON LESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED +M''�'j�~"�' T C D L 7.0 P S F DATE 12/05/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _1 PORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEENEO v r�� B C D L 1 0.0 P S F D R W HCUSR151 01339051 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OF SIGN; ANY FAILURE TC VC0 �+ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ..�',„.. +•� D C L L O. P S F H C-E N G E J R/MMA 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DELIGN j•� D SP Ef.IFI CATION PUBLISHED BY THE .4MER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S CON NEI;I ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TU � S TOT.LD. 37.0 P S F S E A N - 10938 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �Q P B DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAt ENGINEERING w F(ORIOp'� D U R.FAC. 1.25 F ROM KP Alpine Engineered Products, RESPONSIBILITY SOLELY' FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS 's Baines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF 1'HE BUILDING DESIGNER, PER De C� q[ .ENC>-+� SPACING S E E ABOVE FLCertificateofAuthorization#567 ANSI!TPI 1 1995 SECTION z. +' (A0943-#1318 - M-1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 WEBS 2x4 SP #3 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. W1.5X4 III 7 F- 4-5-5 8-1-2 W1.5X4 III W2X4(A1) L, 1-6-0 !I= 7-0-0 Over 2 Supports R=376 U=180 W=3.5" R=233 U=190 H=Semco Equlv.To Alpine H-4 Girder is (1)2X4 min. SO.Pine PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.21`3 QTY:2 FL 3 E Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R 1 5 1--90680 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO - Mwdy T C DL 7.0 P S F DATE 12/05/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _IMPORTANT' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE FNGIVEERED i,�r � .t� �� B C D L 1 0. P S F D R W HCUSR151 01339052 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BESIGN; ANY FAI LURE TR i a� � ' BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND e •V B C L L 0.0 P S F HC-ENG E J R/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WIT H APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN =t g2 SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATIDN) AND TPI. ALPINE f� T 0 T.L D. 37.0 P S F S E A N - 34883 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERSTE (` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �/�•.��OR�aP:�<4 D U R.FAC. 1.2 5 FROM K P Alpine Engineered Products,Inc. RESPONSIBILITY SOL FLY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e c�8 h'�®�,N SPACING 2 4.0" FLCertifcateofAuthorizatiionN567 ANS I/TPI nsI/TPI I-I995 secnoN 2 . (A0943-#1318 - M-2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x6 SP #1 Dense 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. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT GIRDER SUPPORTS 11-0-0 SPAN TO BC ONE FACE AND 2-0-0 SPAN TO TC/BC CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR SPLIT OPPOSITE FACE. ADDITIONAL INFORMATION. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W1.5X4 III 7 F- 4-5-5 8-1-2 W1.5X4 III W2X4(A1) LE 7-0-0 Over 2 Supports R=859 U=310 W=3.5" R=787 U=450 H=Semco Equlv.To Alpine AHU26 Girder is (1)2X4 min. So.Pine PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 OTY:1 FL 3 E Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T G L L 20.0 P S F R E F R151-90681 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUS< PLATE INSTITUTE, 583 D'ONGFRIO UR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES P0.10R TP T C D L 7.0 P S F D A T E 12/05/01 PERFORMING THESE FUNCTIONS. ONLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STR UCTOR.AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �,r''4� ...•. _IMP FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERFD 'Y�` BC DL 10.0 PSF DRW HCUSR151 01339053 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .�(L� �•SP BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTAIiiNG INC i s V �•� B C L L 0.0 P S F H C-ENG E J R/MMA A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF No (NATIONAI DESIGN = R / SPECIFICATION PUBLISHED BY THE AMERICAN FUREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO t�- � �4 T 0 T.L D. 37.0 P S F S E Q N - 34886 EACH FACE S IOF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS NAL PtR ��t: t'� I� Alpine Engineered Products,I11C. RESPUNDRAW IN 6 IBI EDITI SOLEL YT FORTHEOTR U S SI COMP ON ENT D EDI G IT1 S S DOWWCEPTANNE DOITABILIT YOAND USEIOFET IT, %.Z# %. #0R10��v D U R FAC. 1.2 5 FROM I�P Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER R N S P A C I—NG S E E ABOVE FLCertificate ofAuthorization#567 ANSI/TPI I-1995 SECTION 2. Dec ��MMM �E (A0943-#1318 - 9'20 H/J DBL 45 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 HIPJACK SUPPORTS 6-11-7 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 12-2-10 R=216 U=310 W3X5 4.98 (- 4-5-5 0-4-5 8 1 2 —F W1.5X4 III W4X4= R=328 W2X4(A1) L-2-2-3 _�E 9-11-12 J IE 9-10-0 Over 3 Supports J R=429 U=370 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) i8.2f3 QTY:2 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC L L 20.0 P S F R E F R151-90682 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PR ACT ICFS PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC D L 7.0 P S F DATE 12f05/Ol STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V .• �� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED S�F� ��• BC DL 10.0 P S F D R W HCUSR151 01339054 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO + . BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INS1;�tLING AO D ! B C L L O.O P S F HC-ENG E J R MMA ALPINE BRACING Of TRUSSES THIS DESIGN OF OR MS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OF y[Gf+ t + j* / SPECIFICATION PUBLISHED BY THE AMERICAN F0ftE5T AND PAPER ASSOCIATION) AND TPI. ALPINE p.T �Q TOT.L D. 37.0 P S F S E A N - 34981 CONNECTORS,ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NO TE O. APPLY CONNECTORS T'-� 7X EACH FACE F TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER, DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINERINGi D U R.FAC. 1.25 F R 0 M K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS L� Rr G` Haines Clty,FL 33844 COMPONENT FOR ANY PhRT[CHLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Lp(y� SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 1-1995 SE CTT ON 2. Dec •,,,, NN» 1 (A0943-#1318 - 7' E/J STUB ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. ++ ANCHORAGE REO'D TO PREVENT TRUSS FROM SLIPPING OFF BEARING. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 12-2-6 R=170 7 F-- 4-5-5 0-5-5 8-1-2 ++ R=78 U=190 W2X4(A1) lE 6-11-0 —6-10-4 Over 3 Supports R=259 U=180 W=1.75" ++ PLT TYP. Wave TPI -95 Design Criteria: TPI (STD) 18.2f3 QTY:3 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151-90683 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI0 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ow—'A" T C D L 7.0 P S F DATE 1 2/0 5/0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. **IMPOR TANI** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EHi;1NEEREO BC DL 10.0 PSF DRW HCUSR151 01339055 PR OOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEV IATION FROM THIS DESIGN; ANY FAILURE tO -4 •• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALL[Nf- qNJ j �Y' B C L L .0 P S F H C-ENG E J R/MM A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN p SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE I i 2i CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO I ='� M /WC Q• T 0 T.L D. 3 7.0 P S F S E A N - 34978 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER J i� X77 Vr' _ DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF r'ROFESSIONAL ENGINEERING -(j`n�' �� R�pP'4r D U R.FAC. 1.2 5 FROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY' SOLELY FOR THE TROSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS N. Vj�y.,'•... ..••'�,��,F FIa1IleS City,FI, 33844 COMPONENT FOR ANY PARTICULAR dU II.DING IS THE ftESPONS IBILI TY OF THE BUILDING DESIGNER, PER De- Z,REoliN SPACING 24.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. w (A0943-#1318 - 5' C/J L 1R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 11-0-6 R=106 7 3-3-5 8-1-2 R=47 U=180 W2X4(A1) L;;z1-6-0 —I— 5-0-12 �I �-5-0-0 Over 3 Supports R=309 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.20 QTY:2 FL/-/3/-/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 PLATE TC LL 20.0 P S F R E F R151-90684 INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TG ~'w T C D L 7.0 P S F DATE 12/05/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PR CPERLY A. AHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTAC HEO RIGID CEILING. v **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ;NGINEER'G '(IF! BC DL 10.0 P S F D R W HCUSR151 01339056 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FOIL CRE To �•(LN �.•.�( BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND j • �•� ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN B C L L 0.0 P S F HC-ENG E J R/MM A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST .AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GAL STEEL,STEEL, EXCEPT AS NOTED. APPLY GDNN'CTitRS TO ��• � 4.� T 0 T.L D. 37.0 P S F S E Q N - 34990 7EACH FACE OF TRUSS, AND ONLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 'R^i`• �(0w6v'=k,� Alpine Engineered Products,Inc. RESPONSIBILITY SOLEL', FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB1L11Y AND USE OF F5!IS ?4W •. - �� D U R FAC. i.2 5 FROM K E N Ifames�it}',FL 33844 COMPONENT FOR ANY PARTICULAR BU IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Dec ti+/T6��{�� SPACING 24.0" FL Certificate ofAuthotizationg567 ANSI/TPI 1 1995 SECTION z. •a•..,•..•• (A0943-#1318 - 5' C/J 1L 1R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. ++ ANCHORAGE REO'D TO PREVENT TRUSS FROM SLIPPING OFF BEARING. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 11-0-6 R=121 7 F— T 3-3-5 0-5-5 ++ 8-1-2 R=54 U=180 W2X4(A1) Lc 4-11-0 4-10-4 Over 3 Supports R=185 U=180 W=1.75" ++ PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.'21°3 OTY:2 FL/-/3/-/E/-/- Scale 'WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151-90685 BRACING, REFER TO HIB 91 (HANDLING INSTALLINGAND BRACING), PUBLISHED BY TPI (TRUSS PLAT[ INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO .wryy T C D L 7.0 P S F DATE 12/05/01 PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STIMRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. }- ��L �• PORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f ! B C D L 1 0.0 P S F D R W HCUSRI5I DI339057 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TN IS DESIGN; ANY FAILUdE TO .,!f�{r'(IF� r,� 7ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AI:D 4 O t�'� B C L L 0.0 P S F H C-ENG E J R/MM A BRACING OF FRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OF GN SPECIFICATION PUBLISHED BY 7HE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE # CONNECTORS ARE MADE OF 20GA ASTM A653 GR4G GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i 1p = T 0 T.L D. 37.0 P S F S E A N - 34993 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSIT[ON CONNECTORS PER /l1 OF •2 DRAWING l60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING %y� �[QpIOP=�� D U R.FAC. 1.2 5 FROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS i S �� 1-I81nCS City,F1. 33$44 COMPONENT FOR ANY PARTICULAR BOILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e SPACING 2 4.0 FLCeriificateofAuthorization#567 ANSILTPt 1-1995 Se,TIDN 2. (A0943-#1318 - 3' C/J 2L 2R ) 1I1IS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 7 r- 9 10-6R=42 R=42 2-1-5 8-1-2 R=21 U=180 W2X4(Al) lF 1-6-0 3�Le-3-0-12--1 3 r0-O Over 3 Supports R=251 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STO) 18.2f3 OTY:4 FL/-/3/-/E/-/- Scale =.375" Ft. -WARNING- RACING REFER*REFERR TOS TRUSSES 91 (HANDLINGSINSTALLING AND BRAOCING).AN PUBLISHED BY BYP TP I INSTALLING PLATE TC LL 20.0 PSF REF R151--90686 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ayMY PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �/ � TC DL 7.0 P S F DATE 12/05/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. +i�' VGGG��• _ p "*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE tNGIVEEREG �j�r<� �` BC DL 10.0 PSF DRW HCUSR151 01339058 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY F^'LUkF TO r ••• •••r••� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND A L P I N E BRACING OF TRUSSES HIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAT ION AI DESIGN sf`{ •* B C L L O.D P S F HC-ENG S J R/MM A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t CONNECTORS ARE MADE OF 20GA ASTM A653 CR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO OF Q T 0 T.L D. 37 0 P S F S E O N - 34987 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '. DRAWINGS 60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �V/spIOP'a�v Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D U R.FAC. 1.25 FROM K E N F1ameS C1ty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D 2 CR�Q ENV FL Certificate of Authorizationtl567 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" 4 1 11 1 - 1 (A0943-#1318 - 1' C/J 2L 2R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 7 — R=-106 8-8-6 0-11 5 -9"- +8-1-2 R=-11 U=180 W2X4(Al) 1-6-0 � 1-0-0 OveSupports R=282 U=200 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:4 FL/-/3/-/E/-/- Scale =.375" Ft. *'WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--90687 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �.ANuryy TC DL 7.0 P S F DATE 12/05/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY A, ACHED NED M"c STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROP Eft LY ATTACHED RIGID CEILING. `�`l� r **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE iNST ALI ATION CONTRACTOR. ALPINE ENGINE ERfD .• BC DL 10.0 P S F D R W HCUSR151 01339059 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OE SIGN; AryY FAILURE TO i 'Q�tiFi ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND yEf .V� BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN BC LL 0.0 P S F HC E J R/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE * t CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECT,'4RS TO Y y:� TOT.L D. 37.0 P S F S E A N - 34984 EACH FAOF CE OF TRUSS, AND UNLESS OfHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERNOS Alpine Engineered Products,Inc. RESPONSIBIDRAWI LOTY SOL ELYTHE FORSEAL THE OR US SIC OM PON ENT DESIGNDRAW] D TSHOWNES ACCEPTATHE CE OSUITABILITYOAND USEIOfcRiIIIS Coif' �� R�UP.��c. D U R.FAC. 1.2 5 F R 0 M K EN Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec` AKQ ENG\ SPACING 2 4.0" Ff.CertifiCdteofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. I_ --- ' _ , . , ., _ _ . ..'�_•. .,I . 2X6 'T" REINFORCING NG LRLE DETAIL GABLE VERTICAL PLATE SIZES MEMBER SM _ 2X4 "P" YVERTICAL LENGTH PLATE IF PLATES REINFORCING ABOUT + FOR LETIN VERTICALS BETWEEN CHORDS SIZE OVERLAP• MEMBER LESS THAN 4' 0" JIX4 OR 2X3 I 2X8 GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENAIL LESS THAN 11' 6" GREATER THAN 11' 6" 2.5X4 2.5X8 Q+ REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. - - - * IF GABLE VERTICAL PLATES OVERLAP, USE A + TO CONVERT FROM "L" TO 'T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) EXAMPLE: 2*2X4 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE VGA E + 2X8 APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR LENGTH SBCCI WIND LOAD. TMP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. EB LENGTH INCREASE W/ "T" BRACE WIND SPEED 'T" REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 % 10 % + 15 FT 2x6 40 7. 50 7. 110 MPH 2x4 10 % 10 % 30 FT 2x6 50 % 50 % 100 MPH 2x4 10 % 10 % 15 FT 2x6 30 % 50 % 100 MPH 2x4 10 % 10 % 30 FT 2x6 40 % 40 % .+ + 90 MPH 2x4 20 % 10 % PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON 15 FT 2x6 20 7. 40 % RIGID SHEATHING THE ENGINEERED TRUSS DESIGN. 90 MPH 2x4 10 % 10 % 4 TOENAILS ATTACH EACH 'T" REINFORCING MEMBER WITH 30 FT 2x6 30 7• 50 % HAND DRIVEN NAILS: 80 MPH 2x4 10 7, 20 lOd COMMON TOENAILS AT 4" O.C. PLUS (4) 16d 15 FT 2x6 10 % 30 % 80 MPH 2x4 20 7. 10 7. REINFORCING COMMON TOENAILS IN TOP AND BOTTOM CHORD. MEMBER GUN DRIVEN NAILS — 0.131" X 3": 30 FT 2x6 20 % 40 % TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP 70 MPH 2x4 0 % 20 % AND BOTTOM CHORD. 15 FT 2x6 0 % 20 % 70 MPH 2x4 10 7• 20 % GABLE TOENAILS THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE 30 FT 2x6 10 % L30 7. TRUSS SPACED AT 4' O.C. GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. EXAMPLE: ASCE GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A11015EN0699, A10015EN0699, A09015ENO699, A08015ENO699, A07015EN0699 MEAN ROOF HEIGHT = 30 FT A11030ENO699, A10030ENO699, A0903OEN0699, A08030ENO699, A07030EN0699 GABLE VERTICAL = 24" O.C. SP p3 SBCCI GABLE DETAIL DRAWINGS 'T" REINFORCING MEMBER SIZE = 2X4 S11015ENO699, S10015EN0699, 309015EN0699, S08015ENO699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030ENO699, S10030ENO699, S09030EN0699, S08030ENO699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" 4 TOENAILSMAXIMUM "T"" REINFORCED GABLE VERTICAL LENGTH SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 --WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF LET-IN VERT INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR DATE 06/25/99 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 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 *;::+•••..•T DRWG GBLLETIN0699 ENGINEALPINE DES IGNS ANY FA�LURESTONBUILD C. ATHE LL �RUSS ST BE EINOCONFDRMANSIBLE �CE WITANY H TPI; ORFABRICATON FROM ING, �ZIFIQ,� HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHV�. -ENG DLJ/KAR APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE _ * j N&471 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA k ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFA X TOT. LD. 60 PSF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER TAPE OF POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALQ.;' R. FAC. ANY ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE S�s .�Q{;IQ,. RESPONSII ILITYAND OFUSE THEFBUILDING DESIGNER,OPERNANSI//TPI 11-1995USECTION I 2 THE , a •'•ENG\ AX SPACING 24.0" SBC: 100 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00 2X4BRACE (1) IX4 "L" BRACE * (1) 2X4 "L" BRACE " (2) 2X4 "L" BRACE "• (1) 2X6 "L" BRACE " (2) 2X6 "L" BRACE GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP H GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 2 4' 3" 7' 3" 7' 6" 8' 7" 8' 10" 10' 3" 10' 7" 13' 7" 13' 11" 14' 0" 14' 0" BRACING GROUP SPECIES AND GRADES: S P F #3 4' 1" 6' 6" 6' 6" 8' 7" 8' 7" 10' 3" 10' 3" 13' 5" 13' 5" 14' 0" 14' 0" GROUP A: HF STUD 4' 1" 6' 6" 6' 6" 8' 7" 8' 7" 10' 3" 10' 3" 13' 4" 13' 4" 14' 0" 14' 0" SPRUCE-PINE-FIR HEM-FIR W ® STANDARD 4' 1" 5' 7" 5' 7" 7' 4" 7' 4" 9' 11" 9' 11" 11' 6" 11 6" 14' 0" 14' 0' 1 2 STANDARD 2 STUD 1 4' 7" 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" I1' 1 13' 7" 14' 0" 14' 0" 14' 0" 3 STUD 3 STANDARD Sp #2 4' 6" 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" 11' 1" 13' 7" 14' 0" 14' 0" 14' 0" #3 4' 4" 6' 8" 6' 8" 8' 7" 8' 10" 10' 3" 10' 10" 13' 7" 13' 7" 14' 0" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE DFL STUD 4' 4" 6' 7" 6' 7" 8' 7" 8' 9" 10' 3" 10' 10" 13' 7" 13' 7" 14' 0" 14' 0" 3 3 STANDARD 4' 3" 5' 8" 5' 8" 7' 6" 7' 6" 10' 1" 10' 1" 11' 9" 11' 9" 14' 0" 14' O" STUD STUD STANDARD STANDARD E SPF 1 2 4' 10" 8' 4" 8' 7" 9' 11" 10' 2" 11' 9" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0" #3 4' 8" 8' 0" 8' 0" 9' I1" 9' 11" Il' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" HF STUD 4' 8" 7' 11" 7' 11" 9' 11" 9' 11" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" GROUP B: W Q STANDARD 4' 8" 6' 10" 6' 10" 9' 0" 9' 0" W 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" 1 5' 3" 8' 4" 9' 0" 9' ill' 10' 8" 11' 9" 12' 8" n" I 0" 14' 0" 14' 0" HEM-FIR 2 5' 2" 8' 4" 9' 0" 9' W. 10' 8" 1 & BTR S P # 11' 9" 12' 8" 0" 14' 14' 0" 1 W CQ #3 4' 11- 8' 2" 8' 2" 9' 11" 10' 5" 11' 9" 12' 5" ' 0" 14' 0" 14' 0" DFLSTUD 4' 11" 8' 1" 8' 1" 9' 11 10' 5" li' 9" 12' S" 0" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 4' 10" 7' 0" 7' 0" 9' 3" 9' 3" 11' 9" 12' 1" ' 0" 14' 0" 14' 0" 2 2 SPF 1 2 5' 4" 9' 2" 9' 5" 10' 10" 11' 2" 13' 0" 13' 4" ' 0" 14' 0" 14' 0" #3 5' 2" 9' 2" 9' 2" 10' 10" 10' 10" 13' 0" 13' 0" 0" 14' 0" 14' 0" �.J H F STUD 5' 2" 9' 2" 9' 2" 10' 10" 10' 10" 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" Q STANDARD 5' 2" 7' 11" 7' 11" 10' 5" 10' 5" 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: �+ 1 5' 10" 9' 2" 9' 11" 10' 10" 11' 9" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" �4 P #2 5' 9" 9' 2" 9' 11 10' 10" 11, 9" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. (� #3 5' 6" 9' 2" 9' 6" 10' 10" 11' S" 13' 0" 13' 8" 14' 0" 14' 0" 14' 0" 14' O" PROVIDE UPLIFT CONNECTIONS FOR 90 PLF OVER -+ DFLSPUD 5' 6" 9' 2" 9' 4" 10' 10" 11' 5" 13' 0" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 5' 4" 8' 1" 8' 1" 10' 8" 10' 8" 1 13' 0" 13' 4" 14' 0" 14' 0" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" SYMMI OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUTI PLYWOOD OVERHANG. GABLE TRUSS I + ATTACH EACH "L" BRACE WITH 10d NAILS. 2X4 #2N OR BETTER * FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. DIAGONAL BRACE OPTION: T + **FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. VERTICAL LENGTH MAY BE 18" * IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT L + "L" BRACING MUST BE A MINIMUM OF 80% OF WEB DIAGONAL BRACE FOR 610// BRACE MEMBER LENGTH. AT EACH END. MAX WEB ** TOTAL LENGTH IS 14'. GABLE VERTICAL PLATE SIZES 2X4 STUD, #3 OR BETTER DIAGONAL VERTICAL LENGTH NO SPLICE VERTICAL LENGTH SHOWN BRACE; SINGLE 18 * LESS THAN 4' 0" 1X4 OR 2X3 GREATER THAN 4' O", BUT IN TABLE ABOVE. OR DOUBLE CUT L 1 + +tj + LESS THAN I1' 8" 2X4 �Hl Hi (AS SHOWN) AT UPPER END. GREATER THAN I1' 6" 2.5X4 ONTINUOUS BEARIN + REFER TO COMMON TRUSS DESIGN FOR ' PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. THIS DRAWING REPLACES DRAWING S10015E ■■WARNING«• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF SBC-GAB10015 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED ' BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WL 53719) FOR DATE 06/25/99 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, wwgy TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING 9Lq A DRWG S10015EN0699 --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE FFF ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS } ZIFi� DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, j{ -ENG HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = f t �.M AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA - j " ' * �. TOT. LD. 60 PSF OF ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF {-�L STATE ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERfn POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL s••/C�pp10P.;' ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPJ 1-1995 SECTION 2. •••"E�G\ AX. SPACING 24.0" ..rM - J-- 4-- "' -- 11-- t -- ....fit- I- IL-- ' .- --' 11- ' t-- -. . 11-- , ., TOP CHORD FILLER 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 4 ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ++ t ++ 2X4 SO. PINE #2 N OR SPF #1/#2 FILLER TOP CHORD. 12 +++ 2X4 SO. PINE #3 OR SPF #1/#2 VERTICAL WEBS SPACED PIGGYBACK PLATE ** *V 48" OC MAXIMUM. OR 3X6 TRULOX t 4 * 8/12 MAXIMUM PITCH. ** 2X8.25 PIGGYBACK SPECIAL PLATE. SEE DRAWING PIGBACKB0699 FOR PIGGYBACK SPECIAL PLATE INFORMATION. +++ 6-0-0 TYP. *** *** 6'0" MAXIMUM HEIGHT. 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. TOP CHORD FILLER DETAIL 4 EXTENDED TOP CHORD FILLER DETAIL 4 ++ t t PIGGYBACK PLATE ** OR 3X6 TRULOX 4 4 t t 4 +++ 6-0-0 tt +++ 6-0-0 TYP. *** TYP. *** + 12 tt + 12 �* t t 4 4 + + t t 4 4 THIS DRAWING REPLACES DRAWING 884,080 ■-WARNING-■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL MAX 30 PSF REF TC-FILLER INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, MM1r TC DL MAX 15 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL �,1,, f. HAVE A PROPERLY ATTACHED RIGID CEILING. . .•• ...../ DL MAX 10 PSF DRWG TCFILLER0699 ;« IMPORTANTA- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS Q�tIFk'q'• DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, ;•C LL 0 PSF -ENG SJP/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE _ _ �•4 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2O6A * T T. LD. MAX 55 PSF ASTM A653 GR4O GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF STA O , ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL �/S•,_(�R,Qp:�• R. FAC. 1.15 OR 1.33 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE DF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE ��. Ep•ENG\ SPACING 24.0" RESPONSIBILITY 0F THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. --- - _ 11-- i- '1-- 1-- - BOTTOM CHORD FILLER DETAIL * OPTIONAL IN'T'ERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND SHOWN. TRULOX PLATE REQUIREMENTS. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD MAXIMUM REACTION MINIMUM ** REQUIRED NAILS PER FACE WITH TRULOX PLATES OR WEDGE SPECIES DOWNWARD UPLIFT BEARING AREA 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR—LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM—FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE—PINE—FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966# 1 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON—DENSE 2520 1343 1.5" X 3.5" 9 8 7 7 6 ** OAA **4 ++- 4 ++ 9.5" MAX�__ 3X8 TRULOX 4 ** 4 3X12 TRULOX2X8 WEDGE **AILS CUT TO FIT 2X4 VERTICAL OR WEDGE THIS DRAWING REPLACES DRAWINGS A115 A115/1? & 884,132 ■-WARNING-■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL — PSF REF BC FILLER INSTALLING AND BRACING. REFER 713 HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 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. ! +*IMPORTANTw* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE � ••••., T DL 10.0 PSF DRWG BCFILLER0699 ENGINEEREFROM THIS ALPINE DESIGN; ANY FAIILLURESTONBUILDALL THEOTRUSSES EINONSIBLE CONFORMAONCEANY WITH T ITDEVIAION OR FABRICATING, ��G�tl 'C'9 LL — PSF —ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH t APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE +. = Ni.471 LD. — PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA M ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF t"p:• St ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL =CSS•,,o1 QR10p;• .FAC.1.0/1.15/1.25/1.33 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THESUITABILT, _ RESPONSIITY BILITYDOFSTHEFTHIS COMPONENT BUILDING DESIGNER,OPERNANSI TPI 11-1995UILDING SECTIONI2.THE 'b•� �•EN6 PACING 24.0" w.wM BOTTOM CHORD FILLER REPAIR iECOMMENDED 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 ++ FIELD APPLIED FILLER, 16d COMMON, SINKER, GUN, OR 16d BOX NAILS) TO 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. FILLER ---------- BC ++ + 4' 0" OC MAX. LENGTH TO TRIM FILLER FIELD APPLIED FILLER MUST BE SPF #3 F OR BETTER. EXISTING FILLER THIS DRAWING REPLACES DRAWING 962,767 *XWARNING*w TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLIS14-0 REF BC FILLER REP. BY TPI TRUSS PLATE INSTITUTE, 593 D'ONOFRIO DR., SUITE 200, MADISON, Wl, 537193 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PAWLS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRWG REPBCFIL0699 #*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGNi ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIj OR FABRICATING, —ENG MI,B/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE A14ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 GALV, STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STA;OF _AWINGS 160SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PR13FESSIONAL t RES ONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWK THE 7E DF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE ...... "II.fl1NG DESIGNER, PER ANSI/TPI 1-1995 SECTION 2, CLB WEB BRACE SUBSTITUTION T-BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR \ IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L-BRACING: BRACING METHOD IS DESIRED. APPLY TO EITHER SIDE OF WEB T-BRACE NARROW FACE OR L-BRACE ATTACH WITH 16d NAILS AT 6" O.C. 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 2X6 2 ROWS 2X6 2-2X4(*) SCAB BRACING' 2X8 1 ROW 2X6 1-2X8 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X8 2 ROWS 2X6 2-2X6(*) NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE BRACE IS A MINIMUM 80% OF WEB T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE MEMBER LENGTH OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. THIS DRAWING REPLACES DRAWING 579,640 ..WARNING.' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL PSF REF CLB SUBST' INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR, SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR T❑ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, _rW� Mr TC DL PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL M"G HAVE A PROPERLY ATTACHED RIGID CEILING. `,:••••.. �' DL PSF DRWG BRCLBSUB0699 ■xIMPORTANT■■ FURNISH A CDPY OF THIS DESIGN T❑ THE INSTALLATION CONTRACTOR, ALPINE tIF104- LD q 7ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS •'Q C•• DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 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 _ • J XIX* LD. PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA WA- OF Q ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF = '• ALPINE ENGINEERED FLORIDAINC. TRUSS AND, UNLESS DRAWINGS 160RESPONSIBILITYA-Z. THE LSE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 40LEL THIS F DRAWING THE INDICATES COMPONENTACCEPTANCE OF SHOWN. CS,.!QaRI�P.%` R. FAC. POMPANO BEACH, LORIDA �s SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE �•�o F EU ENG SPACING RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. FORM SODA 87 SUMMER CALCULATIONS Residevntial Whole Building Performance Method A - Details ADDRESS: ,!� �arr �� -- PERMIT : BASE AS-BUILT GLASS TYPES .18 X ConMoned X SSPM = Points Overhang Fioor Area Typ&W Omt Len Hgt Area X SPM X SOF = Points .18 1321.0 38.05 7WA D*Lt s,Ow NW 9.0 9.0 36.0 25,46 0.64 585:2 Doubt,CIM NW 9,0 2.0 4.0 25.46 0,52 52.5 Daubh,Cber NW 9.0 7.0 6.0 25.46 0.60 91.1 Double,Clan SW 1510 6.5 34.0 36.46 0.38 501,4 Doubh,Geer SW 1.5 6.0 24,0 38.x6 0.88 8171 Dmbfa Clear SW 1,5 3.0 9.0 38.46 0.67 232.9 Doubb,Cbar SE 1.0 5.0 8.0 40.86 0.93 304,9 Double,CWar SE 1.0 11.5 18.0 40.86 1.00 734.8 DoL*k Cher SE 1.0 1&0 18.0 40.88 1.00 734.9 Dnuw C W 8E 9.0 7.0 40.0 40.86 0145 737,1 Doubt,Char NE 1,5 2.3 8.0 28.72 0.69 158.6 Double,Char NE 1.5 6.0 18,0 26,72 0.92 478.0 Dmt*Cher NE 1.5 0.5 2.5 28.72 0,45 31.7 As-l%*Totd: 225.5 5487,8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Pants Ad*W t 190.0 0,7 133.0 Frame,Wood,EXMdW 11.0 862.0 1.70 1465A Exterior 892.0 1.70 1466A Frame,Wood,AdIsmM 11.0 190.0 0.70 133.0 Bane Tot: 1662.8 15WA As4kM Toted: 10620 1598,4 DOOR TYPES Ame X SSPM = Points Type Area X SPM = Points AdjeoW 17.7 2.40 42.5 Exterior Intulid 20.0 4.10 82.0 Daerior 20.0 6.10 122.0 Adjacant ins uieled 17.7 1.60 28.3 Bine T6W: 37.7 164.5 As--"Toth: 37.7 110.3 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Af c 1327.0 0.80 796.2 Under Alf c 30.0 1346.0 0.60 807.6 uN10wmo 19.0 84.0 1.10 92.4 Bate Tqw.. 1327A 7l6.2 A*4k tt tool: 1430.0 900.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 169.0(p) -37.0 •3883.0 ftb )n�Edge IntuMdw 0.0 1%0(p) -41.20 _65&0.8 Rsfesd 04 0.00 0.0 OEM TOW: 4183.0 A*4kM folate _6360.8 Entr0wGaugs6r OCA Farm 600A.87 EnwavGamWAwFFtEeW FLR3PA 203 FORM 600A 97 SUMMER CALCULATIONS Resident!2D Whole Building .Peffonroance Method A - Details ADDRESS:LOT, Lan ,� ,; �. PERMIT#R BASE AS-BUILT IWILTRATION Area X BSPM = Points Area X SPM = Points 1327.0 10.21 13648.7 1327.0 10.21 13548.7 Summer Base Points: 15120.2 Summer As-Built Points: 15064.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 15084.4 1.000 1.047 0.284 1.000 "96.9 18120.2 0.3573 6474.3 15064.4 1.00 1.047 0.284 1.000 4485.9 En iw",OCA Fatm 600^-®7 B FREEW R"A Z00 FORM 60OAr-97 WINTER CALCULATIONS Residential Whole Building PeKormance Method A - Detaiis ADDRESS: LOT �0 '- � s � PERMIT : BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = PolntftOvedmv Floor Area Type= Omt Len Hgt Area X WPM X WOF = Paints .15 132'1.9 9.75 2332A Daub*Char NW 9.0 9.0 36.0 14.03 1.02 517.5 Dm"ok Clear MW 9.0 2.0 4.0 14.03 1.04 58.1 taa"s,Clear NW 9.0 7.0 6.0 14.03 1.03 WA Double,Clear SW 15.0 8.5 34.0 7.17 1.97 180.2 Double,C1eer SW 1,5 610 24.0 7,17 1.08 182.5 Daubls,Clear SW 1.5 3.0 9.0 7.17 1,24 80.2 Ctaer 3E 1.0 5.0 8.0 5.33 1.05 45,2 DouOb,Clear SE 1.0 11.5 18.0 5.33 1.01 97.0 DoLdAm,Clear SE 1.0 16.0 18.0 5.33 1.01 96.7 Oouble,Cher SE 8,0 7,0 40.0 5.33 2.17 462.0 Double,Clew PIE 1.5 2.3 8.0 13.40 1.03 110.8 00t4ft Clear ME 1.5 6.0 18.0 1140 1.01 242,7 Doubles Clear NE 1.5 0.5 2.5 13.40 1,08 35.3 A*49UNt Total: 225,3 2494.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Ad*Wtt 190.0 3.6 884,0 Frame,WOW Enbt w 11.0 882.0 3.70 3189.4 W04e)war 9Q.0 3.70 3189.4 FroM WoAgmoerd 11.0 190.0 3.50 684.0 BMW Total: 1062A 3073A A*auVt Tall: 1052.0 38714 DOOR TYPES Area X BWPM Pants Type Area X WPM = Pants A*mr t 17.7 11.50 203.6 E�4&w inwAmmed 20.0 6.40 168.0 6Aeriar 20.0 1230 ?A6.0 Atllaoardlnsubled 17.7 8.00 141,8 Bees Total: 97.7 449.5 At-9uik ToW: 3T.7 309.6 CEILING TYPESAoea X BWPM = Points Type R-Value Area X WPM = Points Under Aft 1327.0 1.20 1NZ41 UnderAtdo 30.0 1346.0 1.20 1615.2 LftlerAitic 19.0 84.0 2.00 i68.0 8eee'roW: 1327.0 1912A Ae4kA Total: 1430.0 1783.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Sett mo(p) 8.9 1415.1 SW>0rpGrmd&Eche lnauleao►► 0.0 159.33) 18.80 2989.2 Raised 0.0 0.00 0.0 Be"Told: 1415.! I A ftNt Total: 210,2 Erm0v0mme*DCA Fath e0014W E RPJPA 203 FORM OOOA-97 WINTER CALCULATIONS Residential Whole Building Peftrmince Method A - Details AWRESS:LOT �� '` t ,/ ' a , �,'� PERMIT# BASE AS-BUILT IWILTRATION Area X ®WPM = Points Area X WPM = Points 1327.0 -0169 -782.9 1377.0 -0.59 -782.8 Winter Base Points: 8879.9 Winter As-Built Points: 10667.2 Total WinW X System = Heating Total X Cap X Duct X System X. Credit = Heating Points Multiplier Points Component natio Multiplier Multiplier Multiplier Points 10067,2 1.000 1.084 0.461 1.000 5230.2 8879.9 0.5340 4741.9 10667.2 1.00 1.064 0.461 1.000 5230.2 EromGam'"DCA Farts SOV47 E EV FLR3PA 203 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whcle. Building Parformance Method A - Details ADDRESS;LOT t' � „ , ,- �� -.�--� PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier - Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 2 274800 54WO 1 4D.0 0.90 2 1.00 2SR4.9e 1.00 5370.0 As.&^TOW: $370.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 6474.3 4741.9 5492.0 16708.2 4485.5 5230.2 5370.0 15086.1 PASS::] -tog s • 4 �w Enw*vGww''DCA Farm 80DA427 ErwvvGKwa%+RvsFREEV7 FU PA 203 FORM 60OA-97 Code Compliance checklist Residential Whole Building Pew rfor 3ance Method A - Details ADDRESS:LOT ' ' . � � ', ,- PERMIT#: OA-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMP"M8 SECTM f%EQUW"EW9 FOR RAC14 PRACTICE __.�_,__.__..._......_.... ,.. _ .. .. ...... C . CK Exterior Wkldo"&QM 606.1 ABC.1.1 Ails Onurre:.3 .ft.vAnftw •.5 .ft,door area- _.. Eft Im&Adjeoent Watts 606.1.6180.1.2.1 QwK gasket,vvoetheratrip or eeei bemoan:windows/doom&frames,sumoundkV wall: fdxeeagan do well sot Lr set pt w Jonas 1lelwoen lo4lrior warn panels at comate;unatY persahetl=,b*vm wall panels&topbotttm plebs;between woalla and hoar. EXCEPTION:Frown wdlo where a oantiimom Infiltration barrier%installed fiord mftx s Floors 806.1 ABC.1.2.2 PawWaftes/openhgs 31w sealed unless bac W by truss or joint mernbees. EXCEL' ON:Frwm fleas whore a aorithmax infitn tion barrier is installed that is sealed Collings 908.1 AB0.12.3 Detwsen waft&ce ings:penetrations of ceiling ptlne o/top floor:around shafts,chases, sorrlte,ofdrrwwp,cover ms zoom to corrtmuous air bsn1er:gaps in gyp Dowd a top place: adds wow.EXCEPTION:Frame ceongs whom a continuous infiltration beater is 41111fale0 that is aseled tt" at qrd Recw*W Ligf"Fbdtaes 908.1ABC,12.4 Type IC rated wNh no penetnatl lie,seetd;or Type IC or nun-(C rated,Inst~'ms+da a seeded bac wKh 1!2"clearance&3"ftrn insufatim;or Type IC rated with<2.0 cfm tram cortdtlorred oeesea. -•--•-.--. . ._. . .. ._.._ 164 Hanes 906.1-ABC.1.2.5 Air barier an porknoter of floor c&A j between floors. _--... . Additional In t vLtn m is BWA ABC•1.3 EaQoM tares vw*ed to outdvars,dempera;corftallion Specs hostas cor'Wy*Ah NFPA, trite aw. -22 OTHER PME MEAS REW(Mufl be met Or ggeWes IrL all r LOances. COMPONEWS SECTM ..._. CHECK Water Had" 612.1 Comply with efliv n y nxp*en wit in T"6.12.Switch or clearty marked cbvuit brealoer stack or ciAW must ba wwidod.E)wrtsi or bulk-in heat tretete rogp"d. Swimrnlnp pools&Spas 612.1 Spas&heeled pools must have corers(e=qA actor heeled).Navcaur ercial pacts MAK lege a pump tunertw spa&pod heaters;must he"a minimum thermal of 7896_ �_.._._. .. Shower Beads 612.1 Weber flair fTRttlt be rest6ri lod to no mos than 2.5 geil nes per rnirw*at 90 PSIG. Air DisMbutloft Systems 610.1 AN ducts,fillings,medwical equtprnent end plenum chambers shall be mechanically attirrteed,aeiMed,InsuloW,and in stalled in accordance with the orkerle of Section 610. Ducts in uncortdldorbd MOS;R-6 min.insukow. HVAC Controls W7A Semab reedgy accessible marvel or aellorrubc ffrarrtmmtat for each System.. _ k,suk" 604.1,GWA CowwW -fin.R-19.Cornnon walla-Frame R-11 or CSS R-3 bath skies. Corttrrrors oeiGng&floats 11-11. EneravGwaoTM DCII Farm eOO A,97 EnVQ4&joe&Rw0WEW FLR3PA 203 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ES7CIIVIAIMD ENERGY PEPt1N'ORMANCE SCORE* _$4.4 1%e iffier the.aca v,isle more effick t the home. I. New oOnslntction ac exis609 New Y 12. Coaling syseems 2. Siave family at rnniti-family siwele family a.Central'uait Cep:30.0 kAtu/ltr .- 3. Ntutiber of milk if multi ft* 1 _ SEER: 12.00 __ 4. Number of Bedeooms 2 _ b.N/A - 5. H this a avers(ossa? Yea 6. CoAdoned Alm ares(W) 1327& c. N/A — 7. Ohm area A type A,Clear-Sim&pow 0.0 it — 13. Hestina systema b. 30.0 MAYb.Clog-double prone 225.5 JP_ a. Electric Hwt Pump Cap: O.D otos HSPF:7.40 c. Tittt/vther SClSHOC-single Pane — ._.. d.11nt/alttcr SCMOC-double pane 0.0 as b.N/A — 8_ Floortypa — — a. Slab4u-(rade Edge Itttuladon R=0.0, 159.0(p)ft — c. N/A -- b.NIA — c. NIA 14. riot water aysenmS 9• Wall typos _. a. Electric Resistenoe Cap:40.0 aslions ._. A.Frame.Woad,Exeorrvr R-1 1.0.862.0 tf FF:0.90 — b.Rams,Wood,Adjeoent R-11.0,190.0 fl b.N/A _ c. N/A — —' d.NIA _ c. COneetvtttion credits e.N/A (HR-Heat rwavory,S01ar 10. Ceiling rypea DHP Dedicsrtod heat pump) a.Under Attic R-30.0.1346.0 it= _ 15. HVAC credits — b.Under At6o R-19.0,84.0 W _ (CF-Ceiling fart,CV-Cross ventilation+, c.N/A HF-Whole house fan, 11. Darts _ PT-Programmable Thermostat, a,Sup:Unc. Rot:Una. AH:Chump Sup,R-6.0,125.0 R RD-Atria Radiant barrier, b.N/A W-C-MvidZone cooling, M2rH-Multizone heating) I cettify that this]tome has Complied with the Florida Energy Efficiency Code kion(Building Col>sanctian through ft above enmV saving feaftm which will be installed(or exceeded) �4zxR sre in this Moine befom P±- -on.Otherwise,a new EPL DitlPW Card will be completed based on installed `O Builder Signaue: `/ Tate: e' Address of New Homes: l i/u l% ��'i t awn Zip: I//- *NOTE: The home's esdmated energy performance score is only available through the FLAIRES computer program. This is not a Adld►ng EntergyRadnEg:.lf jkwr score is 80 or greater(or 86 for a US EPA/DOE EnerVStO designad on). 3vur home may qualify for energy efficiency mortme XFM incentives if you obtain a Flor/da Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Entergy Gauge web site at www fsec.ucf.edu for information and a list of cerfifiedRaters. For information about Florida's Energy,Efficiency Code For Building Construction, contact the Deparinrent of Cormnavniiy Affairs at 850/487--1824. Enesavtlauee*(VerRion:1FL.R3PA 2031 Residential System Sizing Calculation Summary Project Title: Class 3 Rating 1327 Registration No. 0 Climate: North 5/24/2001 Location for weather data: Jacksonville -Defaults: Latitude(30) Temp Range(M) u id ata: interior RH 5096 Outdoor wet bulb r,17F) Humid' ifference 4 r. Winter design temperature 32. F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter tempaMure difference 38 F Summer tem nature difference 19 F Total heating load calculation 23373 Stub Tatal cooling load calculation 24519 Stuh Submitted heating capacity 30000 Stuh Submitted cooling capacity 30000 Btuh §yWitted as%of calculated 128.4 % Submitted as% of calculated 122.4 % WIN'T'ER CALCULATIONS Winter Heating Load Tor 1327 Load component toady Window total 226 sqft 8224 Btuh Wali total 1052 sgft 3273 Btuh Door total 38 sqft 524 Btuh Ceiling total 1430 sqft 1918 Btuh " Floor total 159 ft 4897 Btuh Infiltration 130 cfm 5425 Btuh � 8ubWftl 22260 Btuh Duct loss 1113 Btuh Fborn[21 96, YVMs(1411) OTAL HEAT LOU 23373 BWh SUMMER CALCULATIONS Summer Cooling Load Lor 1327 swoft Load co ant Load Window total 226 sqft 7792 Stuh LOW6 rOWnEK.%) Well total 1052 sqft 1973 Btuh Door total 38 selft400 Stuh vvndow9(32%) Ceiling total 1430 sqft 2155 Stuh ; Floor total 0 Stun " Infiltration 120 c(m 2504 Stuh n.00K19%) Internal gain 3000 Stuh SubtDtal(sensible) 17826 Btuh Duct gain 1782 Btuh "`�`) Toed sensible gain 1966? Otutt �^+�•°�> o,a,,t�°x� Latent galn(Infiitration) 3992 8tuh Latent gale ntennaq 920 Stun The sb*V method used Wes ner9yGsu9@6 system&Ring. Total hftnt gain 4912 Btuh PREPARED BY: TOTAL NEAT%eM 24619 85th DATE: O ErM04*1086 FLR3PA 20(3