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Permit 1395 Main St (vault) JOB ADDRESS TYPE DORS PROPERTY OWNER TzcEpHONE ��P' 37y7 CONTRACTOR c 1C� . rEt:moNE --�'V<e ,� -L(7 PERXIUNITM ER DATE ` INSPECTIONS• FOOTING l L SLAB _ _0 TIE BEAM LLVM NAILIN VG I/.��to a F.RAMIlVGCOVER ITP_Q/ /da - IMSULATION FINAL BUILDING - 7 - 0 2 CERTIFIC4TE OF OCCITPANCY 3 : Z-- - ELECTRICAL PERMIT'# 3 q INSPEC77ONS ROUGHFINAL 0 2 MECHANICAL PERMIT# 3 3 INSPECTIONS ROUG�/ o //tet,2/0 FINAL PLumm NG PERMIT# 3 / -7 IN3PECTTO.NS ROUG47NDER SLAB TO.POUT WATER✓SE�:R FINAL NOTES- CITY OF J��Cttic �eacG - j1�uda 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 --- TELEPHONE(904) 247-5800 �^ FAX ( 247-5805 SUNCOMOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS a, 7C� ti - Please call me at 904-247-5826 if you have any questions. Sincer ; ATLAN IC B H BUILDING DEPARTMENT Mar .21 . 2002 11 : 16AM BESTCON, Inc. No-2637 P. 1 DYNAP;lC E , IN , 3167.201 S.ST..�41t 8WFW JACK90 tV; t.FL 3 March 21, 2002 Mr. Don Ford City of Atlantic Beach Inspection Department 800 Seminole Road, Atlantic Beach FL 32233 Don— We respectfully request that temporary power for the new BESt'CON, Inc. home con- structed at the address listed below be turned on for a period of thirty(30) days for testing purposes. We will be responsible for anything that may occur due to the energizing of the service prior to the Certificate of Occupancy, and the approval and completion of the job. Y 1 f � 1 PL11lN1S r Dynamic eiecW, Inc. Re: 2227AB Residence: Wilkins Address: 1395 Main Street Permit #: 22927 Y411 'Ct4l) Cityy o�f_ Atlantic Beach t CUSTOMER RECEIPT e** Oper: DSMITH Type: OC Drawer: 1 Date: 3/28/83 81 Receipt no: 46668 descron 188811 Qty Amount BP BUILDING PERMITS 1 $158.88 Tender detail CK CHECKS 738 $158.88 Total tendered $158.88 Total payment $158.88 Trans date: 3/28/83 Time: 15:16:46 spew uo\��adsu� •uoW 'A+ sant �Su! '00 •wd PaM ✓ p �u!�6 ye,� s�nui �dSN\'403�O0U eoo� \O a v feP NO\� a!°d�� L�NNo� f la aaMaS � �uulMu 13 � qoC ddol y79 ssa� W old ti�0 god '\d�\� pan.�aaad 8 a'�gu»eaN p N\NW atie� uoo a!d t - 1 lSolo oN�`yaad SNS 60.3 °a°''00 �rF ;o\P�a °�p��re� `ie%000 40 f CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233 TEL: 247-5826-FAX: 247-5877 _ PERMIT INFORMATION _ LOCATION 1NFORMATlON__________ a it Nu Permmber: 23759 Address: 1395 MAIN STREET Permit.Type: FENCE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):2 Block: 227 Section: Square Feet: Subdivision: SECION H Est. Value: Parcel Number: ----------- - Improv. Cost: 800.00 — OWNER INFORMATION Date Issued: 3/29/2002 Name: BESTCON INC../DEBRA G. WILKINS Total Fees: 10.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 10.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 3/29/2002 Phone: (904)246-3747 Work Desc: ERECT SIX 6 FOOT FENCE PER APPROVED PLANS CONTRACTOf tAPPLI�CATIOId"PEES PROPERTY OWNER Ply 10.00 1 1.0 �Lu '`S'�CY'hJ"S"' . �w '�� a t�+ 't� a^ �S ':-d��&•*l ,.-u��rs�4 '+ry.�tCa`.�,x, ..h'K.. r CRx''C� s y ' �.� � y�.�"'�S C� fi Nw ..s��' � �� 3�1r''��'raar.'�,�,?*S�"ek�'�u�,.�P?�'•}�yf�,-•, -,�'�.a �� ,��.1,#" ,', u��c��'��•'��c' NOTICEt�Ill r�lcr.. _ �PRf ISN # TION - BUILDING MATERIAL, LIC SPACE, AND MUST BE CLEARED ., ' 2I ' �aT{1F' il ?q _. "FAILURE TO COMPINAM '� yi!lt '.� IN THE PROPERTY OWNER ISSUED ACCORDING TO APPRO "� ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR 77- Oper: CHERYLE Type: DC Drayer: 1 ' Date: 4/81/82 81 Receipt W: 46231 14 PERMITS-IRIILDING 1 118.88 ATI A TIC BEACH B . LDING EPT. CAdCASH*fir' $16.66 1 -- Trans date: 4/81/82 Time: 18:34:62 'ECEPIED ticVit{ 2 8 ', rpv of Aflarfe BeAgh CITY OF ATLANTIC BEACH � , 4r„� r1z„ APPLICATION FOR FENCE PERMIT Owners lebm r, Phone Address 13 9 �S Mc4 r cf— Lot 2, Block and/or Unit# o7D7Subdivision Contractor if Different From Owner Valuation of Fence $ U0,do Corner or Interior Lot a-1) n Type of Construction_ L.4.) onrjp/V Attach Survey Showing location and height of fence as well as location of street(s). MAR 2 8 Cil:/ of Atlanflc; Qah Is A and Zc�rjrjg f ti Owners Signature ► Contractors Signature i MAP SHOWING BOUNDARY SURVEY OF LOT 2, BLOCK 2279 AS SHOWN ON MAP OF SECTION .,H ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: RFSTCON, INC. BEARING REFERENCE: N01'22'00"W FOR THE EASTERLY R W LINE FOR MAIN STREET. ELEVATION SHOWN THUS: 10.45 REFERS TO NATIONAL GEODETIC VERTICAL DATUM. CERTIFIED TO: DEBRA WILKINS WATSON MORTGAGE CORPORATION OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY DEBORAH W. TAYLOR, P.A. B L 0 C K 2 2 8 L O T 1 L O T 2 L 0 T 3 S01 '22'0019E 50.00 (LB 4471) ---Jl--=---,--- ------ B L O C K 2 2 7 4 L O T 2 I4! w 1 C(AbRETE" w 0 PATIO 0 A 0 ( 11.0' 26.5• 0 V' r-- W ` t In ri N � C; o ;i PLASTIC O } Z Q W A/C PAD ` . rc W � 3 WH 0 11.0' S.D' 5.0• 7.5' 0 W r (n o 2.D O w w 3 0 W r (D O LA. In = O 0 0M F- J W W J M 12.0' p M V W 16.5' 7.5' W r �^ in- C of Atlantic Beach 1/ PI inning and Zoning Deporbnant o his appy val verifies compilence Vft zoning, i ubdivision and othw local Ian Z developt regulations, but does t�It OorleNtu ;� approva l f r the issuance of Compga with Florid local, State and Feral N 01 .22'00"w _ _ must be verified + e CIV of"aft Beach Bufy- S. 1a Y1a Naaa119r IOf —OH—OH off—off off —off BeacBuildh P� -q .0 0- POLE Approved� Wr. -4♦DMAIN STREET Late.r.. S ; g'2- (50' RIGHT OF WAY) FINAL SURVEY: 3-21-2002 NOTE: FOUND ALL IRONS FOUNDATION SURVEY: 1-8-2002 NOTE: FOUND ALL IRONS REVISED 10-12-2001 TO SHOW 3" THROUGH 5" HARDWOOD TREES NOTE: FOUND AL! IRONS LOCATED ALL 8" OR LARGER HARDWOOD TREES: 4-4-2001 NOTE: FOUND ALL IRONS I 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 a FOUND CONCRETE MONUMENT ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT o 1///222: FOUND IRON 1704 THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN. MR.L eUIU>NG RESTRICTION UNE CENTRAL ANGLE NOTE* THE LOT SURVEYED HEREON APPEARS TO UE WITHIN FLOOD CLARSM AND ABATES, INC. L ARCUS ULENGTH ZONES X. AS SCALED FROM THE FLOOD INSURANCE RATE 1643 NALDO AVE., JACKSONVILLE, FL., 32207 CH CHORDP.C. POINT OF CURVATURE MAPS, COMMUNITY PANEL NO 120075 - 0001D, DATED 4-17-89. P.T. POINT OF TANGENCY P.R.C.POINT OF REVERSE CURVE P.C.C.POINT OF COMPOUND CURVE FD. FOUND SURVEYED MARCH 27 , 2001. A R RIGHT-OF-WAY O.R.V.OFFICIAL RECORDS VOLUME SCALE: 1" = 20' J. A. A VRJ.E ELECTRIC REGISTERED SURVEYOR NO. 4487, FLORIDA �� ITY FIELD BOOK 624 PAGES 64-68 JOSE A. HILL JR. RCP R N C CONCRETE PIPE -OW—OVERHEAD UTILITY UNE 677 13 SURVEY NOT VALID WITHOUT EMBOSSED SURVEYOR'S SEAL NOTICE TO: Water Department FROM: Building Department DATE: 21=c _- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Address ERU Number -------------------- ------------- --------------------------- -------------------- ------------- --------------------------- ------------------- ------------- --------------------------- -------------------- Sincerely, Pat Harris Building Department CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Buil ft Code ee uft that at the time of isstrance this structure 7in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 1395MAIN STREET Owner: BESTCON INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22927 Date: 3/28/2002 j DON C. FORD, C.B.O. _. Poet in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulate building construction or use. For the fdlowing: Address: 1395MAIN STREET Owner: BESTCON INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22927 Date: 3/28/2002 DON C. FORLI, C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 1 o6 of the Standard Building Code c offs ng that at the time of issuance this structure was in Compliance with the various ordinances of the City regulating building construction or use, For the following Address: 1395 MAIN STREET Owner: BESTCON INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22927 Date: 3/28/2002 DON C. FORD, C.B.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 stricture was in compliance with the various ordinances of the City regulating Wddk g construction or use. For the following_ Address: 1395 MAIN STREET Owner: BESTCON INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Pennit Number: 22927 Date: 3/28/2002 DON C. FOR , C.B.O. Poet in a conspicuous space BUILDING,PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 3 , Building Contractor: Building Permit Number: y � Address: I �)q6 �AcLo-,� Legal Description: Lo} a , �� 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: _ jb.S required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire IAIZH Public Works Z Planning Z--crz Building a 4 2- 2A z- r Mar-27. 2002 10:16AM HUHN, In. No-2791 P. 1 :CLFRSSON & ASSOCIATES FAX NO. :904 396 2633 Mar. 26 2002 04:01PM P1 MAP SHOWING BOUNDARY SURVEY OF LOT 2. BLOCK 227, AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH AS RECORDED IN PLAT BOOK IS. PACE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, F{ORIOA. FOR: RESTCON, INC. SMARM M=RjM N01-22'WW FOR THE FAlW&Y R LINE FOR MAIN STREET. ELEVATION THUS 10 TO NA AL AEOOETIC VERMCAL DATUM. %DMA � WATSON MORTGAGE CORPORATION OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY DEBORAH W. TAYLOR, P.A. I 5 � H L O C K 22 0 L O T , L O T 2 L O T 3 S01.22'00"E R 50.00 .171CLEWED B L Q C K 2 2 7R 2 L C T 2 ti§"( C `1 Of Atlantic Beach O (`z7J u r� and Zoning tVN 0 0 ., Lu � � O W PLaLPc IY !1/C PM w 1 j r 40 II.d O E so 7.Ic O r 0 to O m 10 ° in 1.0 J W W J 00 v L - . "'� • �ia1i I '� 7'D.00' N01'21'66* VMJTr POLE MAIN STREET (6o• RtGFIT OF MAY) RECEIVED R NAL SURV[1r: 73-21-2002 NOTE: FOUND ALL IRONS FIOUNDATION SUMSM 1, NOTE: FOUND A I ON3 fl �i'{ 2 REVISED 10-12-2M 3" THROUqd 07 Hm NOTA: FOUND M& fRoNs_ LocA S• OR G" HARDWOOD IRM 4-4-200 NOTRr: FOUND ALL IRONSCity Of Atlantic [3L,�, � tY TiIAT TM19 y SURVEY PERFORMED UNDER MY RESf'ON61BlE uxTECT/oN NEET9 THE �,�' TECHNICAL STAt�ARDN FAR LAND SUI2VQYORS IN•ACCORDANCC+MTA GAMIER 8,01711f, R.ORIDA CANC uoNUM6+T 1 7 and 7•,�,i,� ADYPRS TIVE CODE (PURSI,tANT TO SECTION 472.027. FLM0A STATUTE ', AND FURTHER CERTIFY THAT • FFqLx�oo 4,�I�Yj Y THERE AK No VISIBLE ENCROACNMWM UPON THE SU8 ECT PROPERTY EXCEPT AS SHOW. o�T aCi�704 0 OTC: TN[LOT RAVEYED HOWAII APPEARS To UE WITHIN R1000 C(„ AND AMMAN% INQ R .ZQ U X � AS SCAR FRW AAE ROOD WR AMW RATE 1813 MAIM AWL.JAL1(!MWiftl R.M. .12!07 MAF--DUTY PANEL N0.,2x73_00070.DATED*•,7--A9. h LFITGOFFP.RO. OF0.0. GF 00Y s)RV@Yt'D MARCH 27 2001. .24 {� �A. a�Ar TI RY.ONXIAL xp9 ygyYE SCALD 1" 20' tA. QELMIIC M" BOOK E_ 2L PAGES RiEgm suRK M No.sem.rloraow AL w �� PIPE 6-er JOSE A. MILL JR. _�— �uTo" UNE —Received Time Mar.2 ._ ;18PM—roarvAu0wnauTtMOO M»rowsW-AL �/_ �. /ACITY OF s+�&"& e44A-4&%04 Office of Building Official ^� REQUEST FOR INSPECTION �} Date 3 *�` ~— Permit No. Time A.M. Received P.M. Job Add s cality Owner's Name0 - �—_Contractor BUILDING CONCRETE ELECTRI& , PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring � Rough ❑ Air Cond.& 11 Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ lintel ❑ Final ❑ Sewer ❑ Fire Piac Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. hurs. Friday Inspection Made ,w P.M. Inspector 41 Final lnspectio 0---- C ate of ccupancy r Date A�U&YLA FLOODPLAIN DEVELOPMENT INFORMATION Location:: 6�o0 lact, Type of Development: Flood Zone: Required Lowest Floor Elevation: 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. CON D4 NTS: Applicant Acimowiedgment: 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 proposed development_ Date C' - /4 - o Applicant's Signature �✓ Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative CITY OF 7,5� 4&4^& A - Office of Building Official REQUEST FOR INSPECTION ' 907 ? r7 Date c'� l ._ Permit N . c^ !0�f Time A.M. Received 0 _P Job Address Locality Owner's Name t Contractor DING CONCRETE ELECTRICAL PLUMBING MECHANICAL Footing E Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab RE ORI ECTION .M. Mon. Tues. Wed. Thurs, Friday A.M. Inspection Made PM. Inspector Final inspection 11 Certificate of Occupancy El Date seadv 0 \c0 pE�JpN o� Foa aEQVES� Qetni�t No' f f` PM VO _ Date orNd•& 7 time, d �M� P\ Recel Gortra °r p Neao%(j ce � pia cess �R\GP` �oU but ppte Fab SRou9h Wuir+9 tsar o,m�e.s CpN�a� temp pole fr`aay Na G FDDUn9 O Flna pji SpE�\oN rs SV,LN yin ei AEpIDy f�R`N jhu ' PM R,Fo°fon� � Wed• p.M•F'nat insPec�of roo c Pancy O tue Dert�iicate Date Mp°• Made mspect�on ' inspector fl An1� CITY OF �� 4/753 riB�-��ZKI(i Office of Building Official REQUEST FOR INSPECTIO Date �/ [ Pe it No. — L Time A.M. Received P.M. /35 Job Address Locality wner's e i� Contrac BUILDIN ELECTRICAL PLUMBING MECHANICAL Framing ❑ 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 Mon. `Tues. Wed. Thurs. Friday It\ A.M. Inspection Made � P.M. Inspector �/ Final Inspection ❑ Certificate of Occupancy Date ,��//__ ��,��.._ //CITY OF '772-"-0 t7 4&44140 l3 -4� Office of Building Official REQUEST FOR INSRECTIO Date j` Permit No. r5 j Time A. r Received PM, — / 3 q Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMB MECHANICAL Framing C Footing C Rough Wiring C Rough ., Air Cond.& ❑ Re Roofing ❑ Slab C Temp Pole 0 Top Out 0 Heating Insulation C Lintel D Final C Sewer C Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. G�L4 A.M. Inspection Made _ P.M. Inspector 1 Final Inspection C Certificate of Occupancy C Date �66,f IV , OM :\3SN3 �4 A4, ! 4 I - - - 22 \ N2 \ 2 TR ' l I OCT 05 101 13:35 CLARSON 775 P02 ILL MAP SHOWING BOUNDARY SURVEY ��OF LOT 29" 13��'C; . .279AS SHOWN ON MAP OF SECTION H ATLAN11c �AC AS RECORDED IN FLAT BOOK 18. PACE 34 Or THE CURRENT PUBLIC RF!`c)RtaS OF DUVAL C4UNTY, FLc6bA. FOR: IBj,STCUN� INS- ? BEARING RLVLR NQ,C,' N01-,2Z'OO"W ron THE EASTERLY P./W t INF FOR MAIN STREET__ _ i ' f l A i B L O C K 2' 2 L O T 1 L O T 2 L O 501.'2200 E 50.00 M.-A471) r 8 L C K 2 T i' TRE , • . TWIN��F wtj 5}1OWN 1' T1'1USt' (t�8 06") L 2 .0 ( J OAK �.. �r PA.T f 0 01 • � � 2[0:5 ` �•s .�:;•: '� N 0 1" n{rAD m (12" c4 LLJ 0 UN WW t F . ' O V) ¢ M. V 77 IL �{ 6 9;8►;+c';9 F J {:+ l e QUINTUPLIL,' 00 1'•'QRb N Eb.S' ,(azo"), ,I'� 4�. tu „) N a - 'N O 1 72lb !! 70.00 O'`O ` on oil— u 'V'•211j,•TY' (751 T E t sr ` Utl1tY pRA�l IAO P 11 AIN ST EET (50' RIGHT OF WAY) r AtAEK1OeD t0 - 5 - 2001 To SHOW flR0Pv.!;60 p « G :LOCA1'EQ ALL 8" OR LARGER HARQWOO_0 I*REES: 4=4--2001 ' C')UND. A4 D sS :1 ''HEREBY 'CERTIFY THAT THIS SURVEY, PERFORMW UNDER MY RESPONSIBLE DIRECTION M F IFIL' 'MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN, ACCORDANCE WITH CHAPTER 611317-6, Fl4RiDA 6:i g ." 14muMRHT ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER CERi11 Y;TTIAT" !i tJ'�';E ^ too THERE ARE NO VISIBLE ENCROACHMENTS UPON IHt, SUBJECT PROPERTY EXCEPT AS SHOWN. „ '11. �.�IN THE 40T SURVEYED HEREON APPEARS TO UE WITHIN F1;OOD CLARSON AND ASS00kM AS SCALED FROM THE FLOOD,tNt SunAN� RAlt 11$4,5 NAWU AVE., JACK304VILLE, FL.. �22504 •y# I k. j' MAPS. COMMUNITY PANEL n nn t� T�S — 0001D. DATED 4-1778B. gu P.G iC� is pK•i SURVEYED MARCH 27_-- 2001. tai. ;`.: ''' SCALE: �'a RECIS RED SURVEYOR NO. 4487, F'LORI'O ' _ JOSE A. HILL JR. •;' :, ,.�`'.`j^,,.., ` . airEz. FIELD BOOK 624PAGES p4-68-- IaUR\,SY NOT VALID WITHOUT EMBOSSED SURVE'rC'il{tS'SEA 1 Received Time Oct . 5 ' 1 :517 i CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PEP.MIT Bldg. Permit# JOB LOCATION: ` e-1 iV\ v�1 OWNER OF PROPERTY:-- d BUILDING CONTRACTOR: CA PLUMBING CONTRACTOR Don Harris Plumbing, Ca. AND ADDRESS: P.O. Box 14668 _ Jac-ksonv lleT _FL 3220 TELEPHONE NUMBER: (904) 772-0900 ' STATE LICENSE NO: CFC019194 TYPE OF BUILDING: New Construction TYPE OF WORK: New Plumbing HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS I SHOWERS LAVATORY WATER HEATERS BATE TUBS DISHWASHERS 'URINALS I-DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT:-' s $3.50 + $15.00 = $ I ------------------------------------------------------ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION40F THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904) 247-5826 r J CITY OF ( t3 Office of Building Off! at REQUEST FOR NS CTIO Pr Gt �j Data ermit ! ` Time 4-( A.M. Received Job Ad r _ ality Owner's / h Name Contractor �Ni T� MBS MECHANICAL } 7 Footi g ugh Wiring* ❑ Rough D Air Con e oafing Slab 1i mp T G Top Out Cl Heating lnsulatian ! inai O Sewer ❑ Fire Place G Pre Fab REA FOR INSPECTION q A.M. Mon. �r� I ed. Thum Friday PM. A.M. Inspection Made © P.M. Inspector �. j"C _ Final Inspection O r , . Certificate of Occupancy 1-J, .f 16 '-- �e Date CITY OF '� Y 7 53 i 4#l4^44 BwaA-0;&W4rr11 Office of Building Official t� 1 REQUEST FOR INSPECTION ;23,jt?,6 Date '` ' Permit N _!9� Time te A.M. Received Job Locality Owner"s N _In Contractof ^4~ BUILDING) CONCRETE ELECTRtG`AL PLU_M$lDIGr-"` �Air AL g Footing G' Rough Wiring Rough y Re Rooting C7 Slab G Temp Pole t1 Top Out Heating Insulation E Lintel D Final 11 Sewer 0 Fire Place Pre Fab READ OFNNSPECTION Mon. Tues. Thurs. Friday A.M. (Wed, A.M. Inspection Made PM. Inspector Final Inspection G Certificate of Occupancy C, Date k p1LANT�c F[OA1�a i OF ADDITIONS or DO NOT REMOVE JaAODRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted IkAFFA $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been —. made, call 247-5826, Building Depart- PLU: ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m.to 5:00 p.m. Monday through Friday;. eL� p�LAN Tj N v Ft0R10a OF ADDITIONS or • w D• NOT REMOVE JOB"Mris8 DATE 0475 Mt+t �- THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted II Q� WALCS - De5rOIc.D 'ta(7 DIZA- -I&k4C,J 15.00 REINS It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered,any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office-from 8:00 a.m, to 5:00 p.m. Monday through Friday. BLDG r CITY OF ` 4&a& Beads-A;&" Office of Building Official A�, REQUEST FOR INSPECTION �e Date _ J)`(�{ �� Per (-^� Time T �M. { �5 1 ` f 0 Received { f T Job Address Locavty i Owner's C tom ` Name J Contractors. 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 REA F INSPECTION A.M. Mon. Tues. Wed. Thurs. FridayP.M. LVV Inspection Made P.M. Inspector Final Inspection ❑ t Certificate of Occupancy❑ Date F CITY OF i 4&4^& /3waA-#;&UQa I�•�Bb1kllff f. al R QVBT# I E ION Date AR 2 2 P mit No. Time A.M. Received _PM jdb Address Locality Owner's Name Contraor Bl11LD1 CONCRETE LECTRICAI� PLUM ECHANIC Framing ❑ Footing El Rough Wiring ❑ Rough ❑ Air D 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 A.M. Inspection Made P,M. Inspector Final Inspection ❑ Certificate of Occupancy❑ �� Date P�LANTfc s Cl) FlOR10a OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOa ADDRESS DAZE JIMS 3 I'Z/s o THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 1FIM AiA11kL44V___ U-5 $15.00 REINSPECT FEE It is unlawful for any Carpenter,Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made,call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors EHEC are in the office from 8:00 a.m.to 5:00 BLDG p.m. Monday through Friday. 4. CITY OF 7 '" Q53 Office of Building Official (� REQUEST FOR INSPECTION Date—S `-' Permit No. Time ( . Received /7 I C�TD CJ PM Job Address Locality Owner's Name j/� _ Contractor LUMBING� � .�- a �3�-s``� f BUILDING CONCRETE LECTRICAL P _,_ANICAL Framing Ci Footing 11 Rough Wiring Ci Rough Ct Air Cond.& 17 Re Roofing El Slab 0 Temp Pole El Top Out 0 Heating Insulation 13 Lintel D Final ,e' Sewer CI Fire Place Q Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thu ridayP.M. A.M. inspection Made P.M. Inspector Final Inspection Certificate of Occupancy C] �� Date LANl,C' F�0RI�p OF ADDITIONS or CORRECTIONS' D• NOT REMOVE JOB ADDRESS DATE (13Q5 M AW THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 000 r UQ::-a I" --I- qQ 15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. C c� 1 -Q CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address /3 ,9,3— Date ,9,/— Date /0 -.2�;-- Q1 Heated Square Footage Id 13 @ $ per sq ft = $ 3 7r Garage/Shed 3-5 3 @ $ 3 per sq ft = $ 13 Carport/Porch @ $ per sq ft = S 0 Deck @ $ per sq ft = $ 0" Patio @ $ �per sq ft = $ Z-40 TOTAL VALUATION: $ 01 ' e 10! �� 3 <t� ® $ Udo Total Valuaion 1st $ /OD bon A $ (o Remaining Value $ 4>. „ Oper thousand 0t portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ 233 (p) Fireplaces @ $15 . 00 $ _ p — BUILDING PERMIT FEE $ �1 WATER IMPACT FEE $ 3 O SEWER IMPACT FEE $ WATER METER/TAP $ S— CAPITAL IMPROVEMENT $ 3 S SEWER TAP $ RADON (HRS) .0050 130_ SECTION H PAVING ( ,5-o' ) $ 0 HYDRAULIC SHARES S —' CROSS CONNECTION $ _ (/5” 6 ) SURCHARGE . 0050 $ D OTHER $ GRAND TOTAL DUE $ 3 5 2 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 t #—A-, Block # Sec ,division: Is` Street Name r SCRIPTION OF WORK or Address: (If in a FOOD t ARD Flood Zone: area comp.�t4 nac�4 , r Br-L Description IUW '& u Class of W k: ew Remodel/Addition: ZONING INFORMATION Type of Construction: Ltk30aL CdrK2_ 44 Zoning 0 ,C ^ Proposed ' District: `wok- Use: )Q Estimated Value Exceptions or Variances Materials: GC.� dS12Lx�.Q�S Granted• A 4 , /,— Solid or Ground: Roof: 4 11L l xaz Method of Heating: L► OWNER INFORMATION BESTCON, INC. 2440 South Beach Parkway Property Owner: Phone: Mailing Address jackwnvifle Beach, FL 32250 904 246-314-1 Zip: CONTRACTOR INFORMATION BESTCON, INC. 2440 South Beach Parkway Contractor: Phone: Mailing Address: ile Beach,deolmnv FL 32260 1 9U4 246-3T47 Zip: Ex STATE LICENSE NO: a+e 16012366 Dateration I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature DATE tO - 0 -01 Contractor Signature # _- -- DATE v 2N TO AND SUBSCRIBED BEFORE ME BY / LL -// -�1 C� �s THIS NOTARY PUBLIC•STATE OF R AVM NOTARY PUBLIC MY COMMISSION EXPIRES DEC 28,M COMMISSION N0.CWM2 PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: 1225— /N S OWNER: Z ES TG O A./ Determine Occupancy Classification of the structure. Select occupancy classification c which most accurately fits the use of the Building. (Chapter 63) [vJ' 2. Determine actual physical properties of building. [✓r a. Determine building area each floor. (Area definition Chapter B2) [r,}- b. Determine grade elevation for building. (Grade definition Chapter 132) [vr' C. Determine building height in feet above grade. (Height definition Chapter B2) [v]' d. Determine building height in stories. (Story definition Chapter 132) e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 132) [�] f. Determine percent of exterior openings per floor. [✓J' 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 66) a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table 8500) [y}` b. Check allowable height and area increases permitted. (Chapter B5) [ , 4. Check detailed Occupancy requirements. (Chapter 134) [� 5. Check detailed Construction requirements [ ] a. Fire Protection of Structural Members (Chapter B6 &Table B600) b. Fire Protection Requirements(Chapter B7 and Table 8700) C. Means of Egress Requirements(Chapter B10) [ ] d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) 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) [✓f! C. Sprinklers, standpipes and alarm systems(Chapter 139) d. Use of combustible materials on the interior(Chapter 68) [�] e. Roofs and roof structures(Chapter B15) [ f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other �~ O r CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: LQ C )�K Don C. Ford, Buildin6 Official don/sb.1 WATER IMPACT FEE WORKSHEET ADDRESS:— DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 Z Bathroom group consisting of water closet, lavatory, bidet, and bathtub or shower 6 2 Bathtub(With or without overhead shower or whiripool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 2 Drinking fountain /c 6 41,4p(F v_ 1/2 . S Floor drains 2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 ! 2 Laundry tray 1 ort compartments) 2 Lavatory 1 Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multi le) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet,Vnvate installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS MULTIPLIED x 20 TOTAL$ 3 U OCT 05 '01 13:35 CLARSON 775 P02 MAP SHOWING BOUNDARY SURVEY OF LOT 2.0, 13L� 127, AS SHOWN ON MAP OF SECTION "H" ATLANITC .AQ. AS RECORDED IN PLAT BOOK 18, PAGE 34 or THE CURRENT PUBLIC RFrORDS OF DUVAL 0b NTY, FLc?RIbA- FOR: ESTCON,,, INC_ ' BEARING REt kKtNVE: N01'Z7_'o0"W ron THE IaASTUPLY R, W I INE FOR MAIN STREET, i APPROVED CITY OF ATLANTIC BEACH nn p� PLANNING & ZONING OFFICE a OCT 2 6 2001 -- By B L 0' C K 2 � L O TL'O 7 2 L� O t S01.722 00 E 50.00' LC.;•A4T1) i B L a C K 2 7 f I TRUNK 51 SHOWN TWIM��v �T-1USe' ` 2 v i •'J OAK pA c TRIPLE �— 1 p I !7 �1 35' /. �Q um LL] W 0 '� Ww. O --I �, 1 ' QUINTUPLE .- Cra �Rt, N t1p.5' dao"} W N 44 70,00' N017: '0'O A o"_% t r. . 011—Vn-= Toil— OII F+IGe�IMI�A� POt r�Jl AEN ST � ,.EET J1. (50' BIGHT OF WAY) s /�► � �? ��- - 2001 To Sdow pR0PUs6D LbCA,TEp ALL'6w OR LARGER HARDWOOD ThEES: 4=4--2001 NO, '. L1_UNO�AIiL, !�ON$ 11 ,HEREBY CERTIFY THAT THIS SURVEY, PERFORMED) UNDER MY RESPONSIBLE DIRECTION MEETS IHt' MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS I14,'ACCORDANCE WITH CHAPTER B1G17-6, FL'ORVA �' lxgl IIt41rJU►A4T ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER CER'iIF'Y;7H'AT" !•3 1�?.p THERE ARE NO VISIBLE ENCROACHMENTS UPON IHIw SUklJEI T PROPERTY EXCEPT AS SHOWN, 19 t7o THE LOT SURVEYED HEREON APPEARS TO UE WITHIN Fl;QOD CLARSO'N AND ASSOCIAVS�—..i1" A1C, mo,, i ""EsTS' AS SCALEDFROM THE F1.000 MJ"ultArvct (tAie 1134.3NA4Uv AVE., JAGK30NvILLE, FL., 3'2ZO7 F MAPS, COMMUNITY PANEL _I R t2007,g - D001D DATED 4.-17789, SURVEYEO MARCH 27 2001. $CALEr RECIS RED SURVEYOR No. 4487, FLOR J , FIELD BOOK 624 PAGES 6"x-68- JOSE A. HILL JR. ' SURVEY NOT VALID WITHOUT EMBOSSED SURVE'lb S;EAL,; +, Received Time Oct . 5 . 1 :51PM'' t FORM 60OA-97 FLORIDA ENERGY EFFICIENCY FOR BUILDING Florida ®apartment of Community Affairs Residential Whole Building Performance Method A Project Name: 1213 Builder: BESTCON Address: Permitting Office: City, State: Permit Number. Owner Jurisdiction Number: Climate Zone: North I. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:24.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER:10.00 4. Number of Bedrooms 3 b.N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area(flz) 1213 if c. N/A 7. Glass area&type a. Clear-single pane 0.0 fl' _ 13. Heating systems b. Clear-double pane 136.5 f e _ a. Electric Heat Pump Cap:30.0 kBtu/hr c. Tintiother SC/SHGC-single pane 0.0 fl? _ HSPF:6.80 d. Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A _ 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0, 170.0(p)f3 c. N/A _ b.N/A _ c. NIA 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,1000.0 ft _ EF:0.86 _ b.Frame,Wood,Adjacent R=11.0,206.0 W _ b.N/A _ c.N/A _ - d.N/A c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1228.0 ft= 15. HVAC credits _ b.Under Attic R=19.0,100.0 ft' (CF-Ceiling fan,CV-Cross ventilation, c.N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Una AH:Garage Sup.R=6.0,100.0 ft _ M&C-Multizone cooling, b.N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as-built points: 18403.00 PASS Total base points: 18956.00 1 hereby certify that the plans and specifications covered Review of the plans and �ITIE ST,9?, by this calculation are in,,compliance with the Florida specifications covered by this Energy Code. calculation indicates compliance with the Florida Energy Code. PREPARE® BY: GILBEkT MILLER Before construction is completed DATE: this building will be inspected for 1 hereby certify that this building, as designed, is in compliance with Section 553.908 Qv compliance with the Florida Energy Code Florida Statutes. OWNERlAG' %�, I 5 ! BUILDING OFFICIAL: DATE: DATE: �D EneravGauae4D (Version: FLR3PA 203) FORM SOOA J7 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS. , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 1213.0 33.05 7217.1 Double,Clear N 1.3 5.3 15.0 19.22 0.94 270.6 Double,Clear N 1.3 2.3 8.0 19.22 0.80 122.9 Double,Clear E 1.3 2.3 4.0 40.22 0.67 107.5 Double,Clear E 1.3 5.3 30.0 40.22 0.91 1101.4 Double,Clear E 1.3 6.0 34.0 40.22 0.93 1275.5 Double,Clear S 1.3 5.3 15.0 34.50 0.86 443.1 Double,Clear S 1.3 3.0 4.5 34.50 0.69 107.5 Double,Clear W 1.3 8.0 26.0 36.99 0.97 933.1 As-Built Total: 136.5 4361.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 206.0 0.7 144.2 Frame,Wood,Exterior 11.0 1000.0 1.70 1700.0 Exterior 1000.0 1.70 1700.0 Frame,Wood,Adjacent 11.0 206.0 0.70 144.2 Fuse Total: 1206.0 1844.2 As-Built Total, 1206.0 1844.2 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior insulated 20.0 4.10 82.0 Exterior 37.7 6.10 230.0 Exterior Insulated 17.7 4.10 72.6 Base Total: 37.7 230.0 As-Built Total: 37.7 154.6 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1213.0 0.60 727.8 Under Attic 30.0 1228.0 0.60 736.8 Under Attic 19.0 100.0 1.10 110.0 Base Total: 1213.0 727.8 AwSuiit Total: 1328.0 846.8 FLOORTYPES Area X BSPM = Points Type R Value Area X SPM = Points Slab 170.0(p) -37.0 -6290.0 Slab-On-Grade Edge Insulation 0.0 170.0(p) -41.20 -7004.0 Raised 0.0 0.00 0.0 Bass Total: -6290.0 As-Built Total: -7004, INFILTRATION Area X BSPM = Points Area X SPM = Points 1213.0 10.21 12384.7 12130 10.21 12384.7 Enerav£auaaO DCA Form 600A--97 EnernvC-auae&ResFREE'97 FLR3PA 203 FORM 600A 97 SUMMERAL ULAT Residential Whole Building Performance Method A a Details ADDRESS:r r r PERMIT* BASE AS-BUILT Summer Base Points: 16113.6 Summer As-Built Points: 12567.9 Total Summer X System - Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 12587.9 1.000 1.047 0.341 1.000 4498.2 16113.6 0.3573 5757.5 12597.9 1.00 1.047 0.341 1.000 4496.2 EnenzvGaweTu RCCA Form 600A-97 EsierWGauoe"esFREE'97 FLR3PA 203 FORM SCOA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , s v PERMIT� tlm�AS� AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WO F = Points .18 1213.0 9.76 2132.0 Double,Clear N 1.3 5.3 15.0 14.30 1.00 215.1 Double,Clear N 1.3 2.3 8.0 14.30 1.01 115.7 Double,Clear E 1.3 2.3 4.0 9.09 1.15 42.0 Doable,Clear E 1.3 5.3 30.0 9.09 1.04 282.4 Double,Clear E 1.3 6.0 34.0 9.09 1.03 317.9 Double,Clear S 1.3 5.3 15.0 4.03 1.12 67.6 Double,Clear S 1.3 3.0 4.5 4.03 1.50 27.3 Double,Clear W 1.3 8.0 26.0 10.77 1.01 282.1 As-Built Total: 136.5 1350.1 WALL TYKES Area X BWPM = Points Type R-Value Area X WPM = Points Adajc ent 206.0 3.6 741.6 Frame,Wood,Exterior 11.0 1000.0 3.70 3700.0 Exterior 1000.0 3.70 3700.0 Frame,Wood,Adjacent 11.0 206.0 3.60 741.6 Base Total: 1206.0 4441.8 As-Built Total: 1206.0 4441.63 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent OA 0.00 0.0 Exterior Insulated 20.0 8.40 168.0 Exterior 37.7 12.30 463.7 Exterior Insulated 17.7 8.40 148.7 Base Total: 37.7 463.7 As-Built Total: 37.7 316.7 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1213.0 1.20 1455.6 Under Attic 30.0 1228.0 1.20 1473.6 Under Attic 19.0 100.0 2.00 200.0 Base Total: 1213.0 1455.6 As-Built Total: 1328.0 1673.6 FLOOR TYPES Area X BWPM = Points Type R Value Area X WPM = Points Slab 170.0(p) 8.9 1513.0 Slab-On-Grade Edge Insulation 0.0 170.0(p) 18.80 3196.0 Raised 0.0 0.00 0.0 Bass Total: 1513.0 As-Built Total: 3196.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1213.0 -0.59 -715.7 1213.0 -0.59 -715.7 EnerovGaaaeD DCA Form 60CA-37 ErwawGauaeMResFREE797 FLR3PA 203 FORM 60OA-97 WINTERCALCULATIONS Residentiai Whole Building Performance Method A - Details ADDRESS: g $ , PERMIT* EASE AS-BUILT Winter Bass Points: 9290.3 Minter As-Built Points: 10262.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 10262.3 1.000 1.064 0.501 1.000 5475.6 9290.3 0.6340 4961.0 10262.3 1.00 1.064 0.601 1.000 5473.6 EneravGauaen"DCA Form 60OA--97 EnerawauceV/ResFREE'97 FLR3PAA.203 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A o Details ADDRESS: , , g PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.86 3 1.00 2809.86 1.00 8429.6 ,4s-Built Total: ""A CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 5757.5 4961.0 6236.0 16956.5 4496.2 5475.6 6429.6 16403.3 /—XS 0 o&THESrA fffll �-=�s .^r w 0 AVE, EneravGauaeTm OCA Form 60OA- 7 EnerovGauae&ResPREE197 FLR3PA 203 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS:, ,, PERMIT* 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maodmum:.3 cfm/s .ft.window area•.5 cfrrvs .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at comers;utility penetrations,between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrationslopenings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeterenetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor,around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier,gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the meter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with C 2.0 drn from conditioned space,tested. Multl-storyHouses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEAS RES must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.Extemal or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Duds in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EneravGauo&TN OCA Form 60O4 97 E,leravC-auae8iRssFREE'97 FLR3PA 203 ENERGY PERFORMA, NCE LEVEL (EPL) DISPLAY ES TED ENERGY PERFORMANCE SCORE* _83.0 The higher the score,the more d icient the how 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a- Central Unit Cap:24.0 kBtu/hr _ 3. Number of units,if mufti-family I - SEER:10.00 _ 4. Number of Bedrooms 3 _ b.N/A _ 5. Is this a worst case? Yes _ 6. Conditioned floor area(W) 1213 fF1 c. N/A _ 7. Glass area&type _ a. Clear-single pane 0.0 lt2 - 13. Heating systems b.Clear-double pane 136.5 ft2 - a. Electric Heat Pump Cap:30.0 kBtu/hr _ e. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:6.80 _ d.Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A _ S. Floor types _ a. Slab-0n-Grade Edge Insulation R=0.0, 170.0(p)ft _ c. N/A _ b.N/A _ c.N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,1000.0 ft2 _ EF:0.86 _ b. Frame,Wood,Adjacent R=11.0,206.0 ft2 _ b.N/A _ e. N/A _ d.N/A _ c. Conservation credits _ e. NIA (HR-Heat recavery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a.Under Attic R=30.0, 1228.0 ft2 _ 15. HVAC credits _ b.Under Attic R=19.0, 100.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable grammable Thermostat a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 100.0$t _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) y a-Tm sTg O in this home before 'on. Otherwise, a new EPL Display Card will be completed . , based on installed C o p ' fpatures. /lith � Builder Signature: gate; Address of New Home: City/FL Zip: WE *NOTE: The home's estimated energy performance score is only available through the FLAIRES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPAIDOE EnergyStaiV designation), your home may qualify for energy eflciency mortgage(EEM incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www;fsec.ucf edufor information and a list of certified Raters For information about Florida's Energy EfJFciency Code For Building Construction, contact the Department of CommunityAff`airs at 850/487-1824. EnerravGa-uLye*lVersion:F1 iR3PA 203) Residential System SizingCalculation Summary Project Title: Class 3 Rating 1213 Registration No. 0 Climate: North 8/5/2001 Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidit data: Interior RH 50% Outdoor wet bulb 7 Humidity difference 49 r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter tem erature difference 38 F Summer temperature difference 19 F Total heating load calculation 21046 Btuh Total cooling laud calculation 20235 Stuh Submitted heating capacity 30000 Btuh Submitted cooling capacity 24000 Btuh Submitted as% of calculated 142.5 % Submitted as% of calculated 118.8 % INTER CALCULATIONS Winter Heating Load for 1213 ft Load component Load o°"n5%) Vwkxiows(18%) Window total 137 sqft 3767 Btuh Wall total 1206 sqft 3771 Stuh In'AX23%' Door total 38 sqft 673 Btuh � g %) Ceiling total 1328 sqft 1796 Stuh Floor total 170 ft 5236 Btuh ooaac�w> Infiltration 115 cfm 4800 Btuh Subtotal 20044 Btuh Duct loss 1002 Stuh TOTAL HEAT LOSS 21046 Btuh SUMMER CALCULATIONS Summer Cooling- Load for 1213 sqft Load com onent Load Window total 137 sqft 5005 Btuh Latu,e, cs%) Wall total 1206 sqft 2271 Btuh L.tsnc ln,u(lax) %) Door total 38 sqft 400 Btuh Ceiling total 1328 sqft 2019 Btuh Floor total 0 Btuh Infiltration 107 cfm 2230 Btuh mc.o�,zx) Internal gain 2400 Btuh ) Subtotal(sensible) 14327 Btuh Ucwm Duct gain 1433 Btuh � ' Total sensible gain 15759 Btuh hall °°°' ' Latent gain(infiltration) 3556 Btuh Latent gain(intemal) 920 Btuh The sizing method used was Energy Gauge®System Sizing. Total latent gain 4476 BtuhPREPARED BY: TOTAL HEAT GAIN 20235 Stuh DATE: - EneravGauaeO FLR3PA 203 LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 Iii 114 12001 Re:-Wind Loading Requirements For Lott i&LV 2.'xI W Zdt A tte 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 strupture will satisfy the wind loading requirements of section 1606 of the 1997-SBC as long as sheets #67 thru #lo of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diahragm of roof and floor sheath ing(trusses system is of the flexible type, bMat the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceiling joists of any shear forces acting normal to their longitudinal axis, f) that I have no knowledge of any subsurface soil condition report ; thus, all footings are designed as shallow footings bearing on soil that possesses a maximum allowable bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report, then 1 shall be notified and possiblefooting design revisions may need to be implemented prior to commencing footings work, Please let rye know, if further help is needed. Sincerely Louis J. Gabriel, P.E. "WIND FORCES STRUCTURAL ANALYSIS FOR THE NEW RESIDENCE LOCATED ON LOT 2 6LK-22.� WEST ATLAM-rt C. BEACH , FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR 100 MPH WIND SPEEDS AS OUTLINED BY SECTION 1606 OF THE 1997-STANDARD BUILDING CODE" PREPARED BY: LOUIS GABRIEL, P.E. DATE:SC-pTEmgm, 2001 10 10 /01 V'�Lbri t�'1 P `E l C LO t Ot4t- ni >: 705 n" Yz s i dim C e- 6% s i:iv't e Po Lt .,r� 5 tricc tuyi L 4 Ro o r : TYuSltS ,� �l�0 YNSIcj �_ � �,� Q RraiF Fra mM4 5 s Fi 94 F_.x t. 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S�tc)wy+ w+ folira, C LcQv,4 P�,r, Hir boUr LaiLt Y uU out a.�.Q_�„�..S�l e. , W+tL yleect to.Shear ► . oSF--fir a cowpkti FaiLmfr CKs ,s .�- �e u+�r�t h�4ddvuti, ac,t t a = Toy G - Z v 2-Y -- 14 00 lbs C 2 x 4 LOA , it Z 31 ) f'9 .a• Fa; . w�oc�c P Zv = 220 1 b C 2 x !, �lZ 5 Y?. ,q = 2900 16S C Zx $ pLA.L , #Z �Yp DATE: 09/27/01 1------------------------------ � i I � TOPn I W of — GLA 55 BLaK Ai' ------------------------- I I I I I I UVW6 KITCFF ell g I /; I I it I u)°" II GARAGE I I II I --- - I LIOG FI AWS;CLF.MrGr FLAKF` F- FLF r;%SET-1-54-AFF Ei ® I \I I I CL05 ®84"AFF ip FUt Catrg i I I I I I LU I aosEr II i Q flat..k4, BECRORN I 1 ) (G[Mdr9f,�hy) I tN (,_� I AA it A:h.i N l4[t l„yl I I Lu, L ------------------I L� AA5TER M H LIVING AREA �] I/ I 190 eq ft ——I 1 I O ROOF PITCH IS 6:12 ALL INTER(CR PITCHES TO BE MMINI ZED E— J ROOF FLAN PAGE BUILD SET SCALE: 1/4” - 1 FOOT - - q h„ 'F' V. "O.T.M," "Q" No� (rt) No. (ft) (Ib) (Ib/ft) (lb/ft) (rt) (tb) („nttisss) (►a) 35 fit' It v t e t�q'j nil k LA —'" 'c! ALWAYS E4UAt. TO 1.33 WHICH IS WIND MAGNIFYING FACTOR.EDGES AND All SPACING AT PANESHEAR WALL CALCULATIONS "k L. ^`^R WALLS, ORTHE SCREWS .jr suPOR S FOR FOR FIRST STORY WALLS TREE PROTECTION PROPERTY UNE PRIVATE 0 PROTECTED TREE 20.00' 0 8 JHF 6" OR MORE 7.50'— PRIVATE .50'PRIVATE PROTECTED TREE I I i PRIVATE PROTECTED TREE PROPERTY 1 LINE i to 0 ( 0 B H OF 20" OR MORE I =W : I 103 PROPERTY I 1 n 2 LINE o I (D 8 H OF 10" OR MORE IN 1 COMMERCIAL & INDUSTRIAL PRIVATE _ > PROPERTY) I PROTECTED TREE nil , I I 1 --i 7.50' ------------- 9 -- PRIVATE PROTECTED TREE D 8 H OF 6" OR MORE PROPERTY 20.00' LINE PROPERTY LINE SIDEWALK SIDEWALK PUBLIC PROTECTED TREE �OWt D 8 H OF 6" OR MORE (PUBLIC STREET) (PUBLIC STREET) A. PRIVATE PROTECTED TREE 1. ANY TREE WITH A D 8 H OF: SIX (6) INCHES OR MORE LOCATED ON ANY LOT WITHIN TWENTY (20) FEET OF A STREET RIGHT-OF-WAY OR REAR PROPERTY UNE. SIX (6) INCHES OR MORE WITHIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE PROPERTY UNE AND TWENTY (20) INCHES WITHIN ANY OTHER PORTION OF THE LOT. (EXCEPT 10" FOR COMMER- CIAL & INDUSTRIAL PROPERTY) 2. ANY CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY, C�ARTMENT OF AGRICULTURE. B. PUBLIC PROTECTED .TREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SIX (6) INCHES OR LARGER WITHIN CITY RIGHT-OF-WAY. C. EXCEPTIONAL SPECIMEN TREE ANY TREE ON PRIVATE OR PUBLIC LAND DESIGNATED By THE CITY COUNCIL AS A SPECIMEN TREE. TREEPRO CITY OF 800 SE Y HOLE ROAD --- - -— ATLA. 17(C BEACH. FLoRmA 3zni, TELEPHONE(904) 24758W ^� FAX(904) 247-5805 BUILDING PERMIT APPLICATION REQUIRED SUBMITTALS Each application for building permit must be accompanied by two complete sets of plans, including a detailed site pian, indicating location of utilities, parking, size of yards, setbacks and other data as required by code and/or the building, zoning or community development departments of the City of Atlantic Beach; one set of Florida Energy Efficiency Cade sheets(on new construction or additions of 500 sq.ft. or more); a recent survey of the land for new construction and additions; and a tree survey or letter cetifying no trees are on property. APPLICATION CHF-CKLIST ✓1. Building Application Form Two complete sets of pians including detailed site plan- Four if commercial Recent survey, including tree survey or letter certifying no trees are on property _ Owner/Building Affidavit (required when owner acts as contractor) Energy Sheets _6. Notice of Commencement (,W)4 TiME REQUIRED FOR PERMITTING AP LIGATIONS ARE CONSIDERED IN THE ORDER RECEIVED SCHEDULED INSPECTIONS Requests for inspection are taken from 8:00 a.m. until 4:30 0.M. Inspections are made the following working day;please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number, job location and type of inspection needed. inspections are scheduled as follows: 1. Footing 2. Under slab plumbing/sewer/electric 3. Slab 4. Cover up (framing, rough electrical, mechanical, plumbing call for cover-up on building, use building permit number and reference other applicable permit numbers (electrical, plumbing, mechanical and building, etc.) 5. Insulation 6. Final Inspection 7. Drainage Inspection 8. Finish Floor elevation survey/Certificate of Occupancy BUILDING CARD MUST BE POSTED OR NO iNSPECTiONS WILL BE MADE Concrete cannot be poured and work cannot be covered up until building card is SIGNED by the inspector. You may be required to uncover any work that has not been inspected. It is the responsibility of the BUiLDER/CONTRACTOR to post the building card. A fee of$15.00 is charged for all reinspection. NOTE: This application may be subject to covenants and restrictions for the permitted property. The enforcement of the covenants and restrictions are the responsibility of the homeowners association. OWNER:SPEC Lot 2 Block 227 SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 10/5/2001 CONSTRUCTION JOB ADDRESS: Lot 2 Block 227 Main Street Atlantic Beach, FL 32233 All Items may not apply.(Mark those either"In Allowance,""Owner Choice,"Not Applicable-"N/A"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: 2500 PSI Slump: 3" --- Width: 20" Depth: 10" Reinforcing: #5 Number: 2 Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FROST FOOTING-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: 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 TDepth: N/A Spacing: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS-Material: N/A Size: N/A Spacing: N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE-Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A R-Value: N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: N/A Size: N/A Spacing: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 1 OWNER:SPEC Lot 2 Block 227 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 Fill: 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:SPEC Lot 2 Block 227 Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7/16"O.S.B Size:4'x8' Corner Brace Material: N/A Wall Siding Material: CERTAINTEED Front, Sides&Rear Mainstreet Size: Varies Roof Sheathing Material: O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size: N/A Bolts: N/A Nails-Framing Members: Common or Galvanized (weather related) Siding: Galvanized Windows: 8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top&Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers, Windows & Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 3 OWNER:SPEC Lot 2 Block 227 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 I i i i I I 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:SPEC Lot 2 Block 227 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 N/A N/A N/A N/A 1st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: (Including Storm Doors) Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal 3'-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage 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:SPEC Lot 2 Block 227 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&dor 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:SPEC Lot 2 Block 227 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No. of Coats Installation Walls Ceilings ALL WALLS Sheetrock 1/2, Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/Popcorn or 1�2 "Ceiling Nailed 3 Knockdown Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn or Knockdown Texture Other: 1 /2"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 7 OWNER:SPEC Lot 2 Block 227 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:SPEC Lot 2 Block 227 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:SPEC Lot 2 Block 227 14. PLUMBING: Waste Disposal-Public: City of Atlantic Beach -7 Private: 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 1/2" 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:SPEC Lot 2 Block 227 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- 2710LH P/H62/A6 1448LH P/H71/ 2WH A72WH Shower Faucet&Control DELTA D- 1324LH P/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:SPEC Lot 2 Block 227 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 81V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer&Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name-Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 12 OWNER:SPEC Lot 2 Block 227 220 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:SPEC Lot 2 Block 227 110 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 #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:SPEC Lot 2 Block 227 110 Voltage Wiring Detail (continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 CI 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 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 OWNER:SPEC Lot 2 Block 227 16. PAINTING: PAINT, EXTERIOR: N/A Number of Coats: 2: N/A Siding: Vinyl Trim: Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: Ultra deluxe flaq Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: N/A Number of Downspouts: N/A Splash Blocks/Downspout Extensions: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 16 OWNER:SPEC Lot 2 Block 227 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To T-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To T-0"AFF Bath#2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19. SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name& Model: Pre-wire ONLY Attic Fan Brand Name& Model: N/A Skylight Brand Name& Model: N/A Suntech FGC 2549 Bronze 25"X 49" Roof Ventilator Brand Name& Model: 6' Off Ridge Vent Galvanized Stampco Smoke Detectors Brand Name&Model: Firex 4418 w/battery backup Intercom Brand Name & Model: N/A Style &Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 2 Burglar Alarm Brand Name&Model: DSC PC1555 Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 OWNER:SPEC Lot 2 Block 227 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. Square footage and type of sod: Full Coverage of Floritam St. Augustine Number and species of plants: 20 - 3 gallon plants (species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22. ALLOWANCES: ITEM Manufacturer and Model/Style INSTALLATION DATE (Tentative) Wallpaper, Materials, & Labor N/A N/A Floor Coverings—Carpet Portico- Monte Carlo, N/A Fascination or Illumination Floor Coverings -Vinyl Armstrong - Memories N/A Range MAYTAG MER5530AAW N/A Dishwasher MAYTAG MDB4100AWW N/A Hood vent MAYTAG H 304RW N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee-Rowan &Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing & Labor N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 18 -- CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING l 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT �— L4CATION INFORMATION PERMIT INFORMATION ----- Address: 1395 MAIN STREET Permit Number: 23170 ATLANTIC BEACH, FL 32233 Permit Type: PLUMBING Township: Range: Book: 18 Class of Work: NEW Lot(s): Block: 227 Section: Proposed Use: SINGLE FAMILY Subdivision: SECION H Square Feet: Parcel Number: Est. Value: � �C?1 tN 121NFC1RMA116N Improv. Cost: f— Name: BESTCON INC. Date issued: 12/18/2001 Address: 2440 SOUT Total Fees: H BEACH PARKWAY 60.50 JACKSONVILLE BEACH, FL 32250 60.50 ' Amount Paid: ' : �, �}t 4)246 3747 I Date Paid: 12/14/2001 y -r- --Work f. - - - T_ _ Work Desc: INSTALL PLUM CONTRACTOR ,.. DON HARRIS PLUMBING . �W.__.__:�.-.--...--_ �Bl ��,a-4, i� �ir 'j jy eL � '1�15�'-3-t• `Zt�,+� �,� y.-s�- � k' k � UNDER SLAB '^*= kt z Y`_-b� 5+: `s' satrs'r 4 `-"'•'«", '"`'¢u' 3tt ,'� t- FINAL .x x . . s ° r A 33GG 3 NOTICE - INS CTI ?I�1S �R UESTI Ck A `24,4-10 PRIOR T INSPECTION _ FA:THIS WO NCT LACED IN PUBLIC BUILDING MATERIAL, R CTOR OR OWNER__ fi SPACE, AND MUST BE CL RESULT IN THE "FAILURE TO COMPLY ENTS" PROPERTY OWNER PAYING TWIG = M im ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT ATIT SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. _ Dates 12/1941 11 Receipt:BB 24 ATLANTIC BEACH BUILDING DEPT. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 i ELECTRICAL PERMIT PERMIT INFORMATION" LOCATION INFORMATION Permit Number: 23296 Address: 1395 MAIN STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):2 Block: 227 Section: Square Feet: Subdivision: SECION H Est. Value: Parcel Numbers _ Improv. Cost: __ T (31IVNE1 "INF_l2MATION Date Issued: 1/09/2002 Name: BESTCON INC. Total Fees: 45.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 45.00 JACKSONVILLE BEACH, FL 32250 904 246 _ -3747 Date Paid: 1/09/2002 — p 4 ) — --_. — -__ ---- Work Desc: NEW 150AMPS S k — ATiON FEES CONTRACTOR - --- -- - a 45.00 DYNAMIC ELECTRIC COMP .: ��- � aac•• aim xkk•. r r# � � --;R ' ' � c� x,.'. � ' ROUGH ELECT 'yc. _ tOf :T NSPECTION IN NOTICE - SkC `10111 � E1 AT L�,ST 24 - ---- - _ BUILDING MATERIAL, S Rt. F ; �MUST NOP3- UBLIC SPACE,AND MUS_ T BE ChEARED UP A" 1 _ —_--.--_ _-- "FAILURE TO COMPLY ;. ULT 1N THE PROPERTY OWNER PAYING -- � ISSUED ACCORDING TO APPROVED PN�SQ9tii S"PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i i $45.0014 ATLANTIC BEACH BUILDING DEPT. Date: 1/111/02 81 Receipt: �54t8 CHECKS _31AP_ CITY OF ATLANTIC BEACH, FLORIDA App..d ey:::] APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_Z;f x scws" 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. �wstcic�•c �- �1-u.�. �cv��0 ,3�1 AG-�s.� �� ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE /.� JOURNEYMAN IWAEADDRESS: '139Jc� �/��G1�1 —4f.�._Rf f`_._._BOX BLDG.SIZE BETWEEN: / REE.( AFT.i 1 comm.( I PUBLIC( 1 INDUS.( 1 NEW OLD( I REW.( 1 ADDITION( ) TRAILER ( ) TEMP.( I SIGNS ( I SQ.FT. 1 . SERVICE: NEW 01 INCREASE( ) REPAIR ( ► / FEE UADLICTOR SIZE D AMPS /TV COPPER ( I ALUM. N' WWI OR BREAKER ISD AMPS PH J W VOLT RACEWAY !DUST.SERV.SIZE AMPS _ PH W VOLT RACEWAY SEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS I CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN _ TOTAL 0.30 AMPS. 31-100 AMPS. - -_ SWITCHES INCANDESCENT 60 FLUORESCENT&M.V. __ _ FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING N.P.RATING CONbiTIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE , PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA I NO. KVA NO.NEON TRANSF. NO. VA. MA, MOTOR SIZE SWITCH FLASHER EACH SIGN• --- ' FORWARDED S — TOTAL FEES CITY OF ATLANTIC BEACH -- DEPARTMENT OF BUILDING I 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 24758 -- - ---. _ 28 FAX: 247-5877 PERMIT_ INFORMATION — -- _ Permit Number: 22927 -- LOCATION INFORMATION Permit Type: BUILDING Address: 1395 MAW STREET --- ----j Class of Work: NEW ATLANTIC BEACH, FL 32233 Proposed Use: SINGLE FAMILY Township: Range: Book: 18 Square Feet: Lot(s):2 Block: 227 Section: Est. Value: Subdivision: SECION H Improv. Cost: 101,638.00 Parcel Number: . Date Issued: 10/26/2001 OWNER INFORMATION _ ' Tota! Fees: 3,527.90 Name: BESTCON INC. ---- Amount Paid: 3,527 90 Address: 2440 SOUTH BEACH PARKWAY Date Pa_ id:- - 10/26/2001 JACKSONVILLE BEACH, FL 32250 Work Des_c: CONSTRUCT NEW- 904}246-3747 CONTRACTORS t - ANFILY: OM 1213 SCHG 1566 BES ON, INC. --- - _—_ - . I (CATION FEES --{ IT " .j L 4VY '75+ iF9 o9.00 - CT =F, 370.00 &511�A 1,250.00 I }} GAS- 85.00 CAIS %04 *3.4 " 'z 5.77 fTL IIIIIIROV fi 0.30 {; 5 GOINE ?ION 325.00 s 0C0N 35.00 � rx Sl'SUFtttAIGE ' _j /4�� 7.05 I RFI._ �faA " #�F1w VICHR� 'F Bi.f �• - s SEG I !NlPaCT FI x 0.78 750.00 MR �i u; TREE BARRIC7 COVER UP CERTIF/ Ai �' i '4Y p !C - NOTICECTtO U� $ t {iETED AT LEAST 24 hi�3U>;t P RTO 1NSE – --� BUILDING MATERIAL CTION F WS AN#?-DEBRIS FROM THIS Vlit?RK MUST NOT --- UST BE CLEARED UP C3 HAULE[ gy BY ETHER CQNTRACTOR O N I{ QED 11UBLIC SPACE,AND "FAILURE TO COMPLY'�T}f T --- _- .. Aw PROPERTY OWNER PAY �l R " LT IN -- 1V10EO w THE - � - 1An N ISSUED ACCORDING TO APPROVED P }k — —� FOR VIOLATION OF APPLICABLE PR 4F RMIT AND SUBJECT TO REVOCATION 314e . li ATLANTIC BEACH BUILDING DEPT. Operators G�RYLE --- _ Dates 11/26/91 /l Receipts 9114339 – ---- Total Parent (3527.9/ (A0789- - Al 2/PLY ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 2 Complete Trusses Required BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 NAILING SCHEDULE: (0.131x3.0_g_nails) FILLER 2x4 SP #2 N TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED WEBS : 1 ROW @ 4" o.c. ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. 0.18" DUE TO DEAD LOAD. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC LATERALLY BRACE BC ABOVE FILLER AT 24" OC. @ 24.00" OC. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X7 = W5X7 W5X5 = T2 6 --1 6 3-10-3 W3X8= W5X5 3 8-1-2 W2X4 W3X6(Al) = W3X6(A1) 1I. 6-0_I 1I 6-D_I 12-9-0 13-9-0 i< 7-0-0 I 12-6-0 7-0-0 7-3-8 T 11-11-0 T 7-3-8 fE 26-6-0 Over 2 Supports R=2025 U=970 W=3.5" R=2024 U=970 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale **WARNING" ES D(HANDLIRE INGECARE IN INSTAL1-INGAAND BRACINGIHANPUBMLISHED BYPTPI INSTALLING TED 1It1H/ TC LL 20.0 PSF REF 8151--28914 INSTITUTE, 583 O'ONOFRIO D0.., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO A.- ``,isRP/.`1�� TC DL 7.0 PSF DATE 10/10/O1 PERFORMING THESEFUNCTIONSUNLESSOTHERWISE INDICATED, TOPCHORD SHALL HAVE PROPERLY ATTACHED viSTRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGIDCEILING. �(,'� • �_IMPORTANT- FURNISH A COPYOF THISDESIGN TOTHE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � � BC DL 10.0 PSF DRW HCUSR151 01283032 PRODUCTS, INC.US S SHALL NOT BE RESPONSIBLE FOR ANYDEVIATION FROM THIS DESIGN; ANYFAILNO URETO q r�BR ACBUILDINGHOFTIRUSSESES IN CONHDI SMDE SIGNICONFORM SDWITHAAPPLICABLE PROUD ISNONSSOFPNDSG(NAN[ONALSTAL IDESIGN _ o.22839 B C L L 0.0 P S F HC-ENG M N M/W P F ALPINESPECIFICATION PUBLISHED BY THE AMERICAN FOR Si AND PAPER ASSOCIATION) AND TPI. ALPINE ; STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 37.0 P S F S E 0 N - 77669 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��^•� DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING rj�`j�•• OR . • \� D U R.FAC 1.25 F R 0 M K P Alpine Engineered Products,Inc. REFL 3 SPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TME SUITABILITY AND USE OF THIS (�t�n G� \\ FL Certifilcateo Authorization#567 ANSI/TPI T IF D1995NSECTIONCZL AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct 10/x!/C 'D ��l�\,, SPACING SEE ABOVE ll I '' . ., - (A0789- - A2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC LATERALLY BRACE BC ABOVE FILLER AT 24" OC. @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X5; W1.5X4 III W5X5 W1.5X4 WI 5X4 6 --1 6 4-10-3 146X12 ; W1.5X4 III W5X5 EiF J g 3 W6X6- –�8-1-2 W3X5(Al) = W3X5(A1) W1.5X4 III 1I 6-D I' I -6-0 12-9-0 13-9-0 I� 9-0-0 I_ 8-6-0 _I_ 9-0-0 I 8-0-0 fi 3-0-0 r 7-2-8 T 8-3-8 IE 26-6-0 Over 2 Supports R=1071 U=540 W=3.5" R=1071 U=540 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.20 FL/-/3/-/E/-/- Scale =.25" Ft. *BRAINGNG REFER TOSHIBR90UIR(HANDLINGECARE INSTALLIIN6 ANDCBR C51NG)HANPUBNISHEDHBy TPI IN(TRUSISING PLAIED ,\01111fliff"i� TC LL 20.0 PSF REF R151--28915 INSTITUTE, 583 D'ONOFRIO DR., 5U1 TE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO \\ '`�'R P STR UPERFCCR URAM I L PANELS, B OTTOMSCHOR DBILLE SHALL H HAVEER SA PROPERLYDATTACHEDCRIIG I DAC EIHING,LL AVE PROPERLY ATTACHED �� 2�',� TC DL 7.D PSF DATE 10/10/01 `*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED : B C D L 1 D.D P S F D R W HCUSR151 01 283006 PRODUCTS, INC. SHALL N07 BE RESPONSIBLE F00. ANY DEVIATION FRTHIS DESIGN;OM ANFAILURTO Y E ,. BUILD THE TRUS5ES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.221339 B C L L D.D P S F HC-ENG M N M/W P F A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE SI6ti SPECIFICATION PUBLISHED BY THE AMERICAN FOREST' AND PAPER ASSOCIATION) AND TPI. ALPINE ; STATE OF • TOT.L D 3 7.0 P S F S E Q N - 77673 CONNECTORS ARE MADE OF 20GA ASTM A653 Gft 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO p •� DRAWINGSEACH AE160 Aft USS, ATHEC SEAL NITESS ON THRSIDRAWSE LCINGT INDIED CCATESSACCEPTANCECOFTION PROFECSSTONALRS PER ENGINEERING ^•••��A�C1i•••��` Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TR OSS COMPONENT DC SI GN SHOWN. THE SUITABILITY AND USE OF THIS �I Vri •••G�C`�� D U R.FAC. 1.25 F ROM KP Fl,CeI�)cateoEAIlthorization4567 ANSIJTPIIT1 11995NSECTIONCZLAR BUILDING IG THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct I� 111421D��\\0 SPACING 24.0" - (A0789- - A3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC LATERALLY BRACE BC ABOVE FILLER AT 24" OC. @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X5: W5X5 W3X5 W1.5X4 6 � —I 6 5-10-3 W5X12 W1.5X4 III W5X5 J 8 3 8-1-2 W3X5(Al) = W5X5 W3X5(AT) W1.5X4 III 1.1-6-0. 1I_ 6-0_I 12-9-0 13-9-0 11-0-0 SIF 4-6-0 _1_ 11-0-0 8-0-0 f 3-0-0 1 7-2-8 T 8-3-8 fE 26-6-0 Over 2 Supports J R=1071 U=540 W=3.5" R=1071 U=540 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.?f3 FL/-/3/-/E/-/- Scale =.25" Ft. *BRACINGNG*REFER TOSHIBR 9OUTA(HANDLI NGE INSTALLING AND BRIACNI NG)H AN PUBULISHEDUBYP TPI IN(TRUSLSI NGTATA�'CU \\\�E��LE�.t/� TC LL 20.0 PSF REF R151--28916 INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR 10 \%%% R►? '��I PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �I!, �- TC DL 7.0 P S F DATE 10/10/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �1l�l C'.,9•�/L/� "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED �� " A � ' BC DL 10.0 PSF DRW HCUSR151 01283007 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Oqrl �_ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ��_22P3.7 = B C L L D.0 P S F H C-E N G M N M/W P F 7ALPINE BRACING OF TRUSSES. THIS OF SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE SPATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 37.0 P S F S E A N - 77677 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER P` DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Cj��OR10 •� �� D U R.FAC. 1.2 5 F R 0 M KP Alpine Engineered Products,Inc. RE SPONSI8ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THF SUITABILITY AND USE OF THIS �// p.. e, �`' [•I.CCrIlI1l:71IC OfAlltIlOI7THt810�5(1'j ANSI/NPI T1fO995ANY 5ECTI0NCULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct /fH��'7.C�i;G\�.�` SPACING 24.0" (A0789- - A4 ) THIS DWG PREPARED FROM COMPUTER INPUT (TOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC OL = 5.0 PSF. FILLER 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W5X5 W3X5 W1.5X4 III 6 � � 6 6-10-3 W5X7 , Wl.5X4 III � 8 � W5X12 = 3 ,— �8-1-2 W5X5 W3X5(A1) = W1.5X4 III W3X5 (Al) 1_1-6-01_1-6-0 _I 12-9-0 13-9-0 I 13-3-0 _I_ 13-3-0 8-0-0 T 3-0-0 T 7-2-8 T 8-3-8 26-6-0 Over 2 Supports j R=1070 U=530 W=3" R=1073 U=500 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC L L 20.0 P S F R E F R151-28917 BRACING. REFER TO BIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLANE k%11llll�lt l/f�� INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �P �� T C D L 7.0 P S F D A T E 10/10/01 PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� •t• ��w-��j�� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� Si�I��(*+�•-✓i�.�' **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED s j•.-!� BC DL 10.0 P S F D R W HCUSR151 01283008 PRODUCTS, INC. SHALL NUT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 (� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND N�.22839 • = B C L L 0.0 P S F H C-ENG M N M/W P F 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPL ABLE PROVISIONS OF NDS (NATIONAL DE SI GI. = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE : STATE OF • = TOT.L D. 3 7.0 P S F S E A N - 77682 CONNECTORS ARE MAGE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERW]SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS Alpin Engineered Products,Inc. RESPONSIBIL60ITti THE THIS DRAWING COMPONENT INDICATES SSUITABILITYOAND USEIOFETHIS 'tai.F(OR1pP\-&�� OF p r DUR.FAC. 1.25 FROM KP f ..Clty,FL 33844 COMPONENT FOR ANY PARTICULAR aUILDI4G IS THF RESPONSIBILITY OF THE BUILDING DESIGNER, PER DCt if��Z��p ```�p SPACING 24.0" FL Certificate Of AllthOIl 'B ..#567 ANSI 7TPI 1-1995 SECTION 2. 4 11,E (A0789- - A5 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W5X5 W3X5� W1.5X4 III 6 r-- —I 6 6-11-11 W5X7W1.5X4 III J 8 � W5X12 8-1-2 W3X5(Al) 145X5= W1.5X4 III W3X5(Al) 1� 6-0_ 1� 6 0 12-9-0 13-9-0 13-3-0 _I, 13-3-0 _I 8-0-0 T 3-0-0 T 7-2-8 'r 8-3-8 fE 26-6-0 Over 2 Supports— — J R=1070 U=530 W=3" R=1073 U=530 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 13.2f3 FL/-/3/-/E/-/- Scale =.25" 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 R 1 5 1- -28918 6 NSTINUTE,G. REFER 563 DOONOBFRIO DR HANDLjTF 200NG �ALLING MADI SONNDW BRACING),53719),PU FORHED BY TPI SAFETY PRACTICESSS PRIORATD VA��'1 E R P "', PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `\�� • • ��w-��I� T C D L 7.0 P S F DATE 10/10/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i �� IPIC �"IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIREERED '9••"[� + BC DL 10,0 PSF DRW HCUSR151 01283009 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURF TO to BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING IND • No.I�7pn(� ; B C L L 0.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NpS (NATIONAL SIGN N 22839 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER .ASSOCIATION) AND TPI. ALPINE STATE OF EDNNE CTORS ARE MADE OF 2OGA ASTM A653 GR40 CALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS .0 e TOT.L D. 37.0 P S F S E A N - 77686 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ••�4 OP,QP• `� D U R.FAC. 1.2 5 �11 �P �� Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, HE SOIL AB IL ITY AND USE OF TRIS /� w••• �� F1 Certificate City,Authorization X567 ANSIONENT1 FOR AN PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER DCt''r4�c1 E�G\\\\`` SPACING 24.0" I 'I , (A0789- - A6 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWGS TCFILLER0699 AND SCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOLTRHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W5X5 W 3 X 5 W1.5X4 III 6 r— —( 6 6-11-11 T2 W50 W1.5X4 III W5X12 J g 3 W3X5(A1) = W5X5 = W1.5X4 III W3X5(A1) 1 6- 12-9-0 13-9-0 f� 13-3-0 _1_ 13-3-0 f 8-0-0 1� 3-0-0 T 7-2-8 r 8-3-8 �E 26-6-0 Over 2 Supports j R=975 U=420 R=1077 U=530 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2x3 FL/-/3/-/E/-/- Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING All T C L L 20.0 P S F R E F R151- -2 8 9 1 9 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 \\\\ R Q PERFORMING THESE FUNCTIONS. ON LESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTAI;HED `�"• �r' ICP/�''i,1- TC DL 7.0 PSF DATE 10/10/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ``� C` Y' 4• w **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��-:Y B C DL 10.0 P S F D R W HCUSR151 01283010 PRODUCTS, INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO _ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22339 B C LL 0.0 P S F HC-ENG M N M/W P F 7ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE"ZIGN _ = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE +• STATE OF; TOT.L D. 37.0 P S F S E A N - 77691 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%GEPT AS NOTED. APPLY CONNECTORS 70 i EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OE SI GN, POSITION CONNE CIORS PER %� .•� P •or DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ,� C OAI� OUR.FAC. 1.25 FROM KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS %�t [.p •E•��`',�� FT,Certificate,City,llt}1Oi3384/l 56'J COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct ��f�ft1D"�\\\\\` SPACING 24.0" (A0789- - A7 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT 80T CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #3 ROOF OVERHANG SUPPORTS 2,00 PSF SOFFIT LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W5X5= W3X5% W1.5X4 III 6 r- 2 —1 6 6-11-11 W5X7 W1.5X4 m W5X12 `— �8-1-2 W3X5(Al) W5X5 W1.5X4 III W3X5(Al) 1_1-6-0 14-4-0 13-3-0 _1 13-3-0 8-0-0 T 3-0-0 T 7-2-8 T 8-3-8 26-6-0 Over 2 Supports R=975 U=420 R=1076 U=530 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.21F3 FL/-/3/-/E/-I- Scale =.25" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �Ot' ltlit�t�/r�� TC LL 20.0 P S F R E F R151-28920 INSTITUTE, 503 O'ONOFRIO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR Tp CE Ri P �O� STRU ERFORMING HE C TUR AL P ANEES�UB OT70MCTIONSCHORDE SHALOI HERW HAVE SA PR OPER LYDATTACHEOORIG DI GtO ACEIL INGPROPERLY ATTACHED ```�� ,F�C�.AA ' T C D L 7.0 P S F D A T E 10/10/01 `IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED l ./f,/ B C D L 10.0 P S F D R W HCUSR151 01283011 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 71/x' _ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO Na.22839 = B C L L 0.0 P S F H C-ENG M N M/W P F ALPINE BRACING OF Tft USSE S. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN w II SPECIFICATION PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE : STATE OF TOT.L D. 3 7.0 P S F S E O N - 77695 CONNE CT0 S ARE MADE Of 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF 7R USS, AND UNLESS OTHERWISE IOCAT£D ON THIS DESIGN, PCS1110 CONNECTOR$ PER � DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I� C1,�f4 ORIDV-�Lv � 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 I ' llaines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF 1HE BUILDING DESIGNER, PER ',t'p� t ,G��``+ SPACING 2 4.O" FL Certificate of Authorization 11 567 ANSI/TPI 11995 SECTION 2. Oct I{��IjA fff111 1 (A0789- - A8 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W5X5 W3X5 W1.5X4 III 6 r � 6 6-11-11 W1.5X4 III W5X7� W5X12 JS 3 �— �8-1-Z W3X5(Al) - W5X5= Wl.5X4 III W3X5(Al) 1-6-0 1.1-6-0 J 11-7-0 14-11-0 13-3-0 _I 13-3-0 I 8-0-0 -T 3-0-o T 7-2-8 1-7 8-3-8 ICE 26-6-0 Over 2 Supports R=1071 U=530 W=3.5" R=1071 U=530 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.20 FL/-/3/-/E/-/- Scale *'WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING.E.NET ER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \\��tN H��b/� T C L L 20.0 P S F R E F R151--28921 PERFORMING THISTUT E83 OF�NOOTIONSOIO RONE SSTOTHOERWISEOINDICAIED, TOPICHORDFSSMALLFHAVEPPRITTOPERLY CIS ATTACHED �TO \ 'CER P.'�'��, ��. V S�i�q�'L2 TC DL 7.0 PSF DATE 10/10/O1 STRUCTURAL PANELS, BOTTOM CN ORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p`IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � LTC DL 10.0 PSF DRW HCUSR151 01283012 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROMTHIS DESIGN; ANYFAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22835 B C L L D.0 P S F H C-ENG M N M/W P F BRACING OF TRUSSES. THIS DESIGN CON OR WITH APPLICABLE PR OV ISIGNS OF NDS (NATIONAL DESIGN •' SPECIE KATION PUBLISHED BY THE AM TR IC AN FOREST ANO PAPER ASSOCIATION) AN TPI. ALPINE .NATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO = T 0 T.L D. 3 7.0 P S F S E Q N - 77699 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL IN R"ACA•�( q�0P ��` O U R.FAC. 1.25 FR0M K P AIP1I10 E'I1g111CC['C(I Pro(nets,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THISHaines City,FL FLcertif1C&ICOf llY110Lization#567 ANSI/TPCOMPONENT SECTION FONPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER DCt (A0789- - A9 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL LOADS BOT CHORD 2x4 SP #2 N ------(LUMBER DUR.FAC.=1.33 / PLATE DUR.FAC.=1.33) WEBS 2x4 SP #3 TC From 74 PLF at -1.63 to 74 ELF at 7.30 BC From 4 PLF at -1.63 to 4 PLF at 0.00 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BC From 20 PLF at 0.00 to 20 PLF at 5.67 LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, BC From 4 PLF at 5.67 to 4 PLF at 7.30 WIND BC DL = 5.0 PSF. TC 67 LB Conc. Load at 2.89 BC 84 LB Conc. Load at 2.84 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD, W4X4 6 F— T 6 1-9-3 8-1-2 W1.5X4 III W2X4(A1) = W2X4(Al) L�1-6-D �J 1-<1-6-0 L, 2-10-0 _1_ 2-10-0 I —5-8-0 Over 2 Supports---� R=463 U=230 W=3.5" R=465 U=230 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 30.0 P S F R E F R151- -2 8 9 2 2 BRACING. REFER TO HIM-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE {{11{tlllf ff� INSTITUTE, 593 D'ONOFRIO DR., SUITE 200, MADISON, WI 53]19), FOR SAFETY PRACTICES PRIOR TO ♦{♦`{ P '�� T C D L 7.0 P S F DATE 1 0/1 0/0 1 PERFORMING THESE FUNCTIONS. UNLETHERWISE INDICATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED ♦♦ Vt•��w-��i� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ♦ B��I ICW �,' *`IMPORTANT** FURNISH A COPY OF THIS DESIGO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ter`' 'q • p B .0 PSF DRW HCUSR151 01283013 PRODUCTS, INC. SHALL NOT HE RESPONSIBLE FOR ANY DEVIATION FRDESIGN; ANY FAILURE TO �A . /.� pr}'Ln BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ll[„�^�� pYb,.ZZOJq • B C L L 0.0 P S F HC-ENG M N M/W P F A L P I N E BRACING OF TRUSSES. THIS DESIGN CONE ORMS WITH APP ICABLE PR OVI SONS OF N'S (NATIONAL OFSI GN t C SPECIFICATION PUBLISHED BY THE AMER ICAM FOREST AND PAPER ASSOCIATION) AND TAI. ALPINE •• STATOr CONNECTORDASTM A653 GR40 GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO i TO .L D. 47.0 P S F S E O N - 77661 EACH FACF OF TRUSS, AND UNLESTHERWISATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i��GY••��0R�QP (( �� D U R.FAC. 1.3 3 F R 0 M KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SOI TA811I TY AND USE OF THIS r I-18}RCS Cltj',FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING iS THE R E S 1 0 1 SI 8 IL ITV' OF THE BULOT NG DESIGNER, PE0. FLCertificateofAuthorizatiOn#567 AN6I�TPt 11995 SECTION 2. Oct''��✓ oENGa�`'�♦, SPACING 24.0" 33'8"8 23'3"8 a.C. WARNING NOTE 2'o.C. TE---7' 1. DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS U-) TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 4. APPROVED BY APPROVAL DATE: DEL. DATE Val i, to 6/12 PITCH 18" OH SO/CUT m - - - -- - - Cu { m JOB: A0789 F - m- - - - a0 CUS: BESTCON INC: LOC: LOT 2/227 ATLANTIC BCH. DESIGNER: BILL ELLEDGE 3'3'8 -Al 3'6' 16'4"B——� 16'4" —��5-13" +---12'3"B----�+—Q—�+-----16'4"B ru� 57' PAGE 1 4)ate: 10/12/01 MANNING BUILDING SUPPLY LOG #: A0789 TRUSS DIVISION JOB #: JACKSONVILLE ',alesman: JOHN FERGUSON Pitch: 6/12 Customer: BESTCON HOMES Job Name: "'"Address : 2440 South Beach Parkway Address : LOT 2/227 ATLANTIC BEACH Jacksonville Bch, FL. 32250 Designer: BE ------------------------------------------------------------------------------- `Qtyl Span I LO.Ht I O.H. I Description ------------------------------------------------------------------- ------------- 1 26 ' 6" 1 ' 6" 116" Al 2/PLY 1 26 ' 6" 116" 116" A2 1 26 ' 6" 116" 116" A3 " 1 26 ' 6" 116" 116" A4 1 26' 6" 1 ' 6" 1 ' 6" A5 2 26' 6" 0 ' 116" A „ 1 26' 6" 0 ' 116" A7RAISED 7 6 26 ' 6" 11611 11611 AB �AL + 1 5 ' 8" 1 ' 6" 116" A9 1 518" 0 ' 0 ' A10 1 16 ' 6" 1 ' 6" 116" B1 1 28 ' 6" 116" 116" B2 5 28' 6" 1 ' 6" 116" B3 3 28 ' 6" 1 ' 6" 116" B4 1 31 ' 6" 1 ' 6" 116" B5 2 31' 6" 1 ' 6" 116" B6 „ 1 31' 6” 116" 116" B7 6 1 ' 116" 0 ' 11CJ 3L, 3R 2 3 ' 11"5 2 ' 9" 15 0 ' 2 ' 10"HJ A9 1 2 ' 8" 15 2 ' 0 ' 2' 10"EJ A9 D45 10 2 3 ' 116" 0 ' 3 'CJ 1L, 1R 2 5 ' 116" 0 ' 51CJ 1L, 1R 1 9 ' 10" 13 2 ' 9" 15 0 ' 7 'HJ D45 4 7116" 0 ' 7 ' EJ NC 2 1' 116" 0 ' 1 'CJ VLT 1L, 1R 2 3 ' 116" 0 ' 3 'CJ VLT 1L, 1R 2 5 ' 116" 0 ' 5 ' CJ VLT 1L, 1R 1 9 ' 10"1 2 ' 9"15 0 ' 7 'HJ VLT D45 4 7 ' 1 ' 6" 0 ' 7 'EJ VLT NC "' ** Hardware Roof ** 3 A HUS26 1-ply Truss Hanger ------------------------------------- ------------------------------------------- 31 - Trusses 3 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 29 - Jacks 0 - # of Beams 0 - # of Rim Board -------------------- - 60 - Total Trusses a CITY OF ATLANTIC BEACH MECHANICAL PERMIT ii 8W SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 I I _— LOCATION INFORMATION _:_-- ____�_ EMIT INFORMATfON 1395 MAIN STREET Address: Permit Number: 23364 ATLANTIC BEACH, FL 32233 ook: 18 Permit Type: MECHANICAL Township: Range:227 Section: Class of Work: NEW Lot(s):2 Block. Proposed Use: SINGLE FAMILY Subdivision: SECION H Square Feet: Parcel Number: --- I _NER INFO_RMATi_�N ---- ------' Est. Value: I Improv. Cost: 1/23/2002 Name: BESTCON INC. Date Issued: 43.00 Address: 2440 SOUTH BEACH PARKWAY I Total Fees: JACKSONVILLE BEACH, FL 32250 Amount Paid: 43.00 nhnne (904)246-3747 —� Date Raid: 1/23/2002 _ -----rk KATION FEES __-- - WoDesc: INSTALL HVAC 43.00 i—�CONTRACTf}R S � s ii MCG OWANIS HEATING &AIR • ITS I k '7 " f4.f lic C -51 P e NOTICE SPl OTIC T tJE.S T Eta AT'i.EA5`I°2 FTUR+r' R TO. ECTION BRIE FROM THIS WORK MUST NOT B .,:LACED IN BLIC SPACE, AND BUILDING MATERIAL, I3BIS#i A MUST BE CLEARED UP 1 LE . .Y B EITt EF CpN'�' GTOR O LT IN THE I "FAILURE TO COMPLY PROPERTY OWNER PAYI C O I P - - SUBJECT TO REVOCATION RMIT AND ' T ISSUED ACCORDING TO APPROVED P _ FOR VIOLATION OF APPLICABLE PROVI5IONb VF - { I fI @ ATLANTIC BEACH BUILDINGD>,te: iJZ3/9Z el R�cei�t>e iiP93P6 DEPT. jeje Yw1w 0-T IP3 ya BUILDING AND ZONIiw 'i'NSPECTION 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. rilu CATION Street Address: 41 Intersecting llStrlee<ets: Between //,, rr And ILDING Sub-division l�U4 �Z7 h ti.�.yi � . j� 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 attacked 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) Cond . Inc . Master CACO-18970 Name ofS, 1649 :h M-48 Property Owner r X .�A,1 &?t X 3`L2.` i Signature of Owner _ Signature of or Authorized Agent �,.r✓ .-L-L Architect or Engineer 111. GENERAL INFORMATION A' Type of heating fuel: B' IS OTHER CONSTRUCTION BEING DONE ON lc (metric THIS BUILDING OR SITEt J Q Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION 22, V Q Oil PERMIT t/�G Q Other — Specify IV. 1;1ICHANICAL EQUIPMENT TO /E INSTALLEO NATURE OF WORK (Provide complete list of components on beck of this form) ❑ Residential or ❑ Commercial 0 Heat ❑ Space ❑ Recessed IkI Central O Floor ❑ New Building L) Air Cond.fioning: ❑ Room Control ❑ Existing Building ( Duct System: Materia 1 bar SS Thickne �� , ❑ Replacement of existing system Maximum capacity c.f.m. ❑ New Installation(No system previously Installed) ❑ Refrigeration ❑ Extension or add-on to existing system ❑ Other — Specify ❑ Cooling tower: Capacity g.p m. Q Fire sprinklers: Number of head Q Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ 'Gasoline pumps (number) (Removed) Cl. Tank (number) Remarks Q LPG container (number) Q Unfired pressure vessel Q tilers Permit Approved by Doh Q Other, — Specify Permit Fe. LIST ALL EQUIPMENT ADL CONDITIONING AND REFRIGERATION EQUIPMENT capaNumber Unita Description Model Number Manufacturer (T=s)y Co^.f 0 DATING - FURNACES, BOILERS, FIREPLACES Capacity A�� I Number Units Description Model Number Hanufactt m (NM) a3 d04 Q'/Kw 7, z TANKS 800►MMY NoWJW Capacity Type Liquid Name of Serial Approving and Dlman ions Contained Manufacturer No. Apncy -A4-0081 NOTICE OF COMMENCEMENT , Book 10215 Pages 1199 To whom it may concern: DD��c A 20012$1916 The undersigned hereby informs you that improvements Zk: 10215 Pam 1199 will be made to certain real property, and in Filed 3 Recorded accordance with section 713.13 of Florida Statutes, the 11/05/2001 03109:19 PM following information is stated in this NOTICE OF JIM FULLER CLERK CIRCUIT COURT COMMENCEMENT. MW COUNTY NQ TRUST FUND $ 1.00 ILA 6 COPY FEE f 1.00 CERTIFY f 1.00 Description of Property: RECORDING t 5.00 Lot 2, Block 227, Section "H" , ATLANTIC BEACH, according to the plat thereof, as recorded in Plat Book 18, Page 34, of the Public Records of Duval County, Florida. lot 2 Block 227 Atlantic Beach, Jacksonville, Florida General description of improvements: SINGLE FAMILY DWELLING Owner BESTCON INC Address 2440 SOUTHBEACH PARKWAY JAX BEACH FL 32250 y Owner's interest in site of the improvement 0� Fee simple Title holder(if other than owner) O . Name Address Contractor BESTCON INC Address 2440 SOUTHBEACH PARKWAY JAC 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 2nd F1, Jacksonville, Florida 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 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 Venture Title Agency, Ltd. , LL Address 4315 Pablo Oaks Court Jacksonville FL 32224 BestCon Inc. / STATE OF r Q _� " �-,. 1 ( 1/" •__�_ -... By. �.i..... COUNTY OF Duval Owner Paul W. Nichols, President The foregoing instrument was acknowledged, sworn to and subscribed before me this 31stday of October 2001 by who is personally known to me or produced as identification and who did/did not take an oath. Prepared By and R'e�kum To;. Venture Title Agency, Ltd. , LLLP Notary Public tore 4315 Pablo Oaks Court Y a pFFlCAAAYSFJ� Jacksonville, FL 32224 NE -It, vee TSRR�ItJNL 2 lea '* ►Y�L� �aBne erri L. Lane Vyo��5� r� Expires:JUNJune 5, 2004 qF F� COMMENCD Mar-26. 2002 5:29PM BESTCON, Inc. No,2785 P. I ROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Mat-. 26 2002 04:01PM Pt MAP SHOWING BOUNDARY SURVEY OF LOT 2, BLOCK 227, AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH AS RECORDED IN PWT BOOK I& PAGE 34 OF THE CURKNT PUBLIC RECORDS OF DUVAL COUNTY, F ARIDA. FOR: f3EST QN, INC. N@ oimxoo-w Em THE FJ\ i"AiUNE FOR MAIN IMEET, ATION SHOWN S: (10.464A AL C VERTICAL DATUM. CFRTIFlED TO. 1 U1 m, o-�cQ q�—1 DEBRA WILKINS WATSON MORTGAQE WRPORATION OLD REPUBUC NATIONAL TITLE INSURANCE COMPANY OESORAH W. TAYLOR, P.A. 13a� I� a�n �' 6 L 0 c K 2 2 9 L 0 T t L. 0 T 2 L O T 3 S01 022'00"E 50.00 (1•4471) D L O C K 2 2 7 L O T 2 w :.G9IICRREIE" •. w PA?IQ 0 0 N N O Q n T- W v- � n w y a PLASnC W W ALC PAD W ► 0 tt. 7.W H F Q 2. Ili o 0 CD - r w 0 err /•/y� 4 7 !- ~ W J 1 a Z OD 70.00' N01`22'04"1N ON °" •-•—°"—°"- MAIN STREETy RE7' n1f1 k.o-m, �r VED (50' RIGHT OF WAY) . 6 FINAL SU Y: 3-21--200 NOTE: FOUND ALL IRONS rOUNDA SURVEY: 1-0--2002 OTE. FOUND IRONS •qtr `Jif I"3"y lBrY1SE0 2- 001 TO INOW 3" TNROU HARP TREES WE: FO�JNO IRONS ii i ;, LocA B• OR EM20 HARDWOOD S: 4-4— NO ALL IRONS I OMF'Y THAT THIS SURVEY, PERFORMED UNDER MY RESPONSSa DIRECTION MEETS TWE I F =WC*ACAL RTANnAMA PM LAND SURVEYORS IN-ACCORDANCQ VATH CHAPTER 61017-6, P4QMA A rANCAP<IE Y0IRNIQlt ARE CODE (PURSUANT TO SECTION 47x 027, FLpRIDA STATUTES), AND fURTHQR CERT11 Y THAT • 1 F�IDMI pelt THERE ARE NO VISIBLE ENCROACHMENTS UPON TLC SUBJECT PROPERTY EXCRPT AS SNONM. o '�� nw Oat+I1 uNE HAZE: me LOT rEn Heerow AoPEARs To ue VITFMN FI.000 CL AND ASMA IES, MIG. ApaLcp`I�rwTL, NAM 1�S2g FROM AA?01 D W9 4-1 -ATC 1e63 NAWO AvE.. JAL1fSONNu P.Ih. j2447 ROOF WRV�YM NAPS COIpR116Ty PANEL N0. 116O7s-0001D-DATED 4-77..gg P' FWT aF TAMMMY POW SURVEYED _ MARCH 27 2001. a�'w AS� SCAL-- i* • 2D� O.R.Y.GMCAALL ICmft2 vowNL 11fd9tERm GLIWAYOR NO. NCS,rLOFMA LIE A. dA QLi:e11O {.., FIMJ)l 1s00K 624 IIIAQES JOSE A. MILL JR. IMPCOMc1�1E o� _.. .�nnniunA T;- D,. qc c.tones,—.,.... CCN-rnrmoa'n lrnrly lx,Ie (A0789- AID ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x6 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 GIRDER SUPPORTS 26-6-0 SPAN TO BC ONE FACE AND 2-0-0 SPAN TO DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC/BC SPLIT OPPOSITE FACE. W4X4= 6 F— � 6 T 1-9-3 Li 8-1-2 W3X8 III W2X5(A1) = W2X5(Al) L. 2-10-0 I 2-10-0 I —5-8-0 Over 2 Supports—� R=1878 U=660 W=3.5" R=1878 U=660 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale *BRACING. RNfN GEFER TOES HIB 91UIR(HANDLING INSTALLING AND BRABR GNI,NG)HANPLUBILISHED BYPTPI INSTALLING TE 01�111111t/ TC LL 30.0 PSF REF R151- -28923 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53729), FOR SAFETY PRACTICES PRIOR TO \10% eF TC DL 7.O P S F DATE 1 0/1 0/0 1 PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INOLCATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED } / �I STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. \ 1Cq•�/L�� `*IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��: BC DL 10,0 PSF DRW HCUSRI51 01283014 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN; ANY FAIL DRE TO _ BU[CD THE TRUSSES IN CONFORMANCE W[TM TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND No,2.289 — B C L L 0.0 P S F H C-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STAIM�F; CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.LD 47.0 P S F S E O N - 77665 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER7 ' P: •�/ D U R.FAC. 1.3 3 FROM K P DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Imo'C�'��!C)RI'D ` `\` Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS C0MPONE NL DESGN SHOWN. THE SUITABILITY AND USE OF THIS Haines 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. Oct �uNp�� SPACING SEE ABOVE (A0789- - 61 J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. SPECIAL LOADS SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1,25) TC From 54 PLF at -1,63 to 54 PLF at 0.00 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC From 144 PLF at 0,00 to 144 PLF at 16.50 TC From 54 PLF at 16,50 to 54 PLF at 18.13 BC From 4 PLF at -1,63 to 4 PLF at 0.00 BC From 20 PLF at 0,00 to 20 PLF at 16.50 BC From 4 PLF at 16,50 to 4 PLF at 18.13 W4X4 6 F-- —7 6 4-1-12 WH3 W 3 X 3 8-1-2 W3X6= W3X6 Lii 1-6-0 3J L-- 1 6-0 Il 8-3-0 I 8-3-0 I 16-6-0 Over Continuous Support R=175 PLF U=91 PLF W=16-6-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-28924 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ,�tGltttt�r/// ' -7 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR i0 ♦ A�, GR �"'/// I T C D L / .0 P S F D A T E 10/10/01 PERFORMING THESE fUNCTTONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ♦ •� / STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. \♦ ��I�Ipq "VA/ii **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �. !U Al BC DL 10.0 PSF DRW HCUSR151 01283015 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND IVB.�'vA�9 i B C L L 0.0 P S F H C-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN CONNSPEC ECTORSI AN EP MADE SOFD20GA TASTMMA653AGIC NR40R GAILY. STEEL,APER EXCE P TT A SAT I NOTEDON I AP TAP Pt YAC ONNECTORS TO L NE STATE OF: r T 0 T.L D, 3 7.0 P S F S E Q N - 77817 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER Q\\ DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING //�. G1`'PCpg1'�P�_Ei�\\� O U R.FAC. 1.25 FR0M BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS R/� �v(s/, �t` ♦\\ 1Tain5s City,Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSI81LITY OF THE BUILDING DESIGNER. PER �� ••• NG ♦♦` FLCertifcateofAuthorization#567 ANSI',PI 1-19 s5 SE OFTEN 2. Oct lti/�i/ ��p�♦ SPACING SEE ABOVE (A0789- B2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :B3 2x6 SP #2 N: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W2, W5 2x4 SP #2 N: WIND BC DL = 5.0 PSF. SPECIAL LOADS SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1,25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.63 to 54 PLF at 0.00 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC From 144 PLF at 0.00 to 144 PLF at 12.00 TC From 54 PLF at 12.00 to 54 PLF at 30.13 SHIM ALL SUPPORTS TO SOLID BEARING. BC From 4 PLF at -1,63 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 28.50 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BC From 4 PLF at 28,50 to 4 PLF at 30.13 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. ONLY STUDDED VERTICALS EXPOSED TO WIND W4X4 W3X5 ADJACENT ROOF TRUSS LINE 6r / W 3 X 3 W5 6 7-3-11 W 3 X 6 W2 8-1-2 B3 W5X5= W3X5 W3X5(A1) W6X6= W3X5(Al) [1-6-01 -� 1�6� 6-1-12 14-6-15 J_ 13-11-1 �{ 6-1 12 T 5-10-4 T 16-6-0 1 fF 28-6-0 Over 3 Supports R=180 PLF U=29 PLF W=12-3-8 R=595 U=810 W=3.5" R=562 U=520 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STO 13.2f3 FL 3 E Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANOLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151—28925 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �tE►IE11►/F ,i INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR 70 `,1�N R f7 '"* PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED � 't�Cq Imo,' T C D L 7.0 P S F DATE 10/10/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ` r 2 B C D L 1 0.0 P S F D R W HCU$R151 01283016 *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENCINEERLD �' *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO f�• BUILD THE TRUSSES [N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTAL-I NG ANO • ASo-22839 B C L L O.O P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY INE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPS. ALPINE �• STATE OF T O T.L D 37.0 P S F SEA N - 77814 CONNECTORS ARE MADE OF 20GA ASTM A653 GE40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i�p�C'•�(OR��P �� D U R.FAC. 1.2 5 FROM B E AIplI10 EIIgll1CCTCtI 1XCOdnets,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SO ABILITY AND USE OF TITS F1.Cc ANS ANSI�TPIT1`10995NSECTIONC�LAft BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �Ct',ZI ENG�`��` SPACING SEE ABOVE _., ' (A0789- - B3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :B3 2x6 SP #1 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W4 2x4 SP #2 N: WIND BC DL = 5.0 PSF. SPECIAL LOADS (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.63 to 54 PLF at 30.13 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BC From 4 PLF at -1.63 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 12.00 SHIM ALL SUPPORTS TO SOLID BEARING. BC From 90 PLF at 12.00 to 90 PLF at 22.79 BC From 20 PLF at 22.79 to 20 PLF at 28.50 BC From 4 PLF at 28.50 to 4 PLF at 30.13 W5X5 W3X5 T2 6 r- W 6 W1.5X4 III (A) 7-5-11 J 3 W5X5= 3 — �8-1-2 W5X7(R) III 63 W3X6=— —;;�� W3X5(A1) W3X5(Al) 6 91_ 12-1-12 —1 14-3-0 _I_ 14-3-0 6 5104 a 12 { 1 fE 28-6-0 Over 3 Supports R=272 U=260 W=3.5" R=2008 U=760 W=3.5" R=766 U=450 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD' 18.2f3 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 R151-28926 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 0(1111111111" PERFORMING TH ISESTITUFF 583 OF OU N COTTON SIO DR UN L ESSTO THERWI S EDI NDN C AWE°, T GPI C H ORDF SHALLF HAVEETY P PROPERLY ATTRACTICES ACHED Q^`p'"`,V.71�r`E RIP A�A''-�.,, T C D L 7.0 P S F DATE 10/10/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `�� C••�ti moi' "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Fcn C` �J'•I BC DL 10. PSF DRW HCUSR151 DI263OI7 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY BE FROM THIS DESIGN; ANY FAILURE TO R / ,� (T• ALPINE °U1LD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO N0.I�YpAn B C L L Q.0 PSF HC-ENG M N M/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OE SIGN 1Y LGGTJ3 SPECIFICATION PUBLISHED BY 'INE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 3 7.0 P S F S E Q N - 77809 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER " '.• `Q DRAWINGS 160 A Z. THE EL SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PUITROFESSIONAL ENGINEERING %�C••�(�f�IQP• Y`� D U R.FAC. 1.2 5 FROM B E Alpine Engineered City,FL Products,844 Inc. COMPONENTIFORLITYANYYLPARTICCULAREBUILDINGSS COISOTHETRESPONSIBILITY OF TDES ON S WN ME BUILDINGIDESIGNER,I AND PER THIS if,,c p•r•••NG� `� FL Certificate ofAuthoriaation#567 ANSI/TPI 1-1995 SECTION z. OCt t�PYjgCC bE111�t�� SPACING SEE ABOVE (A0789- - B4 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :B3 2x6 SP #1 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W3, W5 2x4 SP #2 N: WIND BC DL = 5.0 PSF. FILLER 2x4 SP #3 SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. SPECIAL LOADS -----(LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. TC From 54 PLF at -1.63 to 54 PLF at 30.13 LATERALLY BRACE BC ABOVE FILLER AT 24" OC. BC From 4 PLF at -1.63 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 12.00 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BC From 90 PLF at 12.00 to 90 PLF at 22.79 BC From 20 PLF at 22.79 to 20 PLF at 28.50 BC From 4 PLF at 28.50 to 4 PLF at 30.13 SHIM ALL SUPPORTS TO SOLID BEARING. W5X5 W3X5 W5X12 = T2 W1.5X4 III 6 r— W1.5X4 III W3 W 6 7-5-11 W1.5X4 III 2-0-0 1.5X4 1 WH3= B3 8-1-2 W2X4= Wl.5X4 III W3X6 = W3X5(A1) W1.5X4 III W3X3= W3X5(Al) _ L s ol_ 12-1-121 � 8-3-8 20-2-8 14-3-0 _I_ 14-3-0 �1 6-3 8 T 5-8-8 T 16-6-0 1 fE 28-6-0 Over 3 Supports J R=500 U=260 W=3.5" R=1645 U=760 W=3.5" R=901 U=450 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2x3 FL/-/3/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ``,,TUR P 1'r"l TC LL 20.0 PSF R E F R151--28927 INSTITUTE. 583 D'ONOFft IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR 10 �R P F��i STRUOTUR AL PANELS UB OTTOMSCHORDON ESHALL HH AYEER SA PROPE ND IERL VATEDATTAC CHORD SHALL VE ATTACHED a��p`P . IFI, �/G''��r TC DL 7.0 P S F DATE 10/10/01 RF**IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED L �((;� BC DL 10.0 PSF DRW HCUSR151 01283018 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TC ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; Oft FABRICATING, HANDLING, SHIPPING, INSTALLING AND = No.22839 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN B C L L D.O P S F HC-ENG M N M/W P F SPECIFICATION PUBLISHED BY TOE AMERICAN FOREST AND PAPER ASSOCIATIONI AND TPI. ALPINE ► A STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO w ��• TOT.L D. 37.0 P S F S E Q N - 77806 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER /�� F P ` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •%Q -•ZOR10. `�� D U R FAC. 1 2 5 FROM B E Alpine Engineered Products,IRC. RE SPON SIB[LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SOITAB IT IT AND OSE OF THIS `�� FL CerflliC to of utho[izagion#567 ANSIOTPNT 1F 1995N SECTIONCPLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER DCS fi[/.��' DEN��. SPACING SEE ABOVE (A0789- - B5 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T3 2x4 SP #1 Dense: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :B2 2x6 SP #2 N: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W6 2x4 SP #2 N: WIND BC DL = 5.0 PSF. SPECIAL LOADS SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.63 to 54 PLF at 0.00 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC From 144 PLF at 0.00 to 144 PLF at 15.00 TC From 54 PLF at 15.00 to 54 PLF at 33.13 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BC From 4 PLF at -1.63 to 4 PLF at 0.00 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND BC From 20 PLF at 0.00 to 20 PLF at 15.00 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS BC From 90 PLF at 15.00 to 90 PLF at 26.08 LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE BC From 20 PLF at 26.08 to 20 PLF at 31.50 DESIGNED BY THE BUILDING DESIGNER. BC From 4 PLF at 31.50 to 4 PLF at 33.13 ONLY STUDDED VERTICALS EXPOSED TO WIND W5X5= ADJACENT ROOF TRUSS LINE 6 r T3 jgjL Rif 'RL-9-F rB2 -' 6 8-0-11 W3X3 8-1-2 W7X10 = W3X6 W3X6- W3X5(Al) 15-1-12 I 16-0-15 I 15-5-1 J 31-6-0 Over 3 Supports j R=184 PLF U=52 PLF W=11-7-0 R=1650 U=1150 W=3.5" R=852 U=420 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL 3 E Scale **WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ,Ntlpiiil l) T C L L 2 0.0 P S F R E F R151-28928 6NSTIT INSTITUTE REFER DOONOBRIO DR.(H ANDLING UITE 200TAM ADNSONAND WBRACING), 53719),PUBLISHED F EBV PR ACTICES(TRUSS PRIOft PLATE TO ��```��P/r��ii PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 70P CHORD SHALL HAVE PROPERLY ATTACHED �� {��;•��A!ice' TC DL 7.O P S F DATE 10/10/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� (' C', -!i � **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED (l`, B C D L 1 D, P S F D R W HCUSRI51 01283033 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN FAILURE TO L ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO _ No.22839 B C L L 0.0 P S F H C E N G M N M/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE � . STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i .�• = T 0 T.L D. 3 7.0 P S F S E Q N - 77803 DR AWINGSEACH FA E 160 AR U55, AND THEUNLES SEAL SONTTHISI DRANIONGTED INDIOCATE SSACCE PT ANCEPOSITION Pft OFE O55NONALORS PER ENGINEERING �� P • � w. �,j.•.,ep;0.•• DUR.FAC. 1.25 FROM BE tU ine En Ineered PLOdllCtS,Inc. RESPONSIBILITY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. HE SUIIAe[LI TY AND USE OF THIS �� R D E ` P I-IaIIiC�SCity,FL 33844 COMPONENT FOR ANY PARTICULAR OUILDING 1S THE RESPONSIBILITY OF THE BUILDING OF LONER, PER O c t rl(5 4/Ij�lt\t ` SPACING S E E A B O V E FLCertifcateofAuthorizationH567 ANSI/TPI 1-1995 SECTION 2. (A0789- B6 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :63 2x6 SP #2 N: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WEBS 2x4 SP #3 :W7 2x4 SP #2 N: WIND BC DL = 5.0 PSF. SPECIAL LOADS DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.63 to 54 PLF at 33.13 BC From 4 PLF at -1.63 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 15.00 BC From 90 PLF at 15.00 to 90 PLF at 26.08 BC From 20 PLF at 26.08 to 20 PLF at 31.50 BC From 4 PLF at 31.50 to 4 PLF at 33.13 W5X5= W1.5X4 III W 3 X 5 W 3 X 5 6 r W1.5X4 III W -1 6 W3X3= T2 8-2-11 2-0-0 W3X5 W5X5 B3 8-1-2 W1.5 III W3X6 W3X5(Al) = W3X3= W3X5(Al) 1-6I SIE 5-1-12 _1E 10-0-0 _11�� IF 15-9-0 21_ 15-9-0 J 1 5-3-0 9-9-0 1 16-6-0 'I �E 31-6-0 Over 4 Supports R=288 U=180 W=3" R=1551 U=810 W=3.5" R=518 U=180 W=3.5" R=932 U=420 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.1875" Ft. **RACI WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BNST] INSTITUTE 83 583 DFER OONOBFRIO DRHANDLING SUI TE 200T INSTALLING N S U NNDWBR AC 53719),PU POR S SAO E TY PRATP'CTICEBY SUSS PRIORATO ``i��,,'�i�R tP'F�//z� T C L L 20.0 P S F R E F R151--28929 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ``� //i T C D L 7.0 P S F DATE 10/10/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p,� I�iCq �/!/'moi **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINFEREL` �+ �� BC DL 10.0 P S F D R W HCUSR151 01283020 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NITH TP1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING TO No.22839 B C L L 0.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN _ SPECIFICATION PUBLISHED BY THE AM EftICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF TOT.L D. 37.0 P S F S E Q N - 77800 CONNECTORS ARE MADE OF 2OGA 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 %��• +l` P, `� DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �i ��/(��t�R�� `�� DUR.FAC. 1.25 FROM BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND OSE OF THIS / /F Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER /'/IF� o„;;G�•�� S P A C I N G S E E ABOVE FL Certificate of Authorization#567 Ans17TPI 1-1995 secrtoN 2. Oct 1� r (A0789- B7 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W3 2x4 SP #2 N: WIND BC DL = 5.0 PSF. SPECIAL LOADS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.63 to 54 PLF at 15.00 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. TC From 144 PLF at 15.00 to 144 PLF at 31.50 TC From 54 PLF at 31.50 to 54 PLF at 33.13 SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. BC From 4 PLF at -1.63 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 31.50 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BC From 4 PLF at 31.50 to 4 PLF at 33.13 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND ONLY STUDDED VERTICALS EXPOSED TO WIND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. W3X5 ADJACENT ROOF TRUSS LINE W3X5 \ 6 8-0-12 r�W 3 X3 3 W5X5= 2-0-0 1 +8-1-2 W3X5(A1) W5X5= W3X6= L 15-5-1 16-0-15 �l f 8-3-8 T 6-8-8 T 16-6-0 1 �E 31-6-0 Over 2 Supports �I R=650 U=790 W=3.5" R=203 PLF U=67 PLF W=16-6-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 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 R151-28930 BNST ITUT E,RE 5B3 DFER OONOBRIO DRH AND UITE 2007 AM ADNS ONNDWOR AC537 I9),PU BOR SSADF EB Y PR AC TILE SUPRIOR ATD %�� t111II" �j �` �N s RF'f/�j''�,, TC DL 7.0 PSF DATE 10/10/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED tt STRUCTURAL PANELS, BOTTOM CNORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. q�� ''t lhl C•• ^.� �i� "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Y/l �� BC DL 10.0 PSF DRW HCUSR151 D12B3D19 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO U- ln• .. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND • A1�,��p�(N . B C L L 0. P S F H C-ENG M N M/W P F ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN IWW11 O ,77 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •• STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO .'. T 0 T.L D. 3 7.0 P S F S E Q N - 77763 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER r,-P, •Q`� Alpine Engineered Products,Inc. RRAWING SPO NS IBI601TY SOL ELYTfORHE STHE EAL ORUSSICOMPDNENT DE S DRAWING DIGNTSHOWN EPTATHE NCE OSUITABILITYOAND USENAL IOFETHNS I. C/•/'(O�iiDP• ��,`' D U R.FAC. 1.2 5 FROM BE Haines City,FL o n#567 ANSI/TPN111995SECTION COMPONENT BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FLCertit-1Cateof athorizattOct 1'b \�`�� SPACING SEE ABOVE (A0789- - 1'CJ 3L,3R ) 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 NGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 6I— i i 8-7-6 0-10-3 0-10-3R=-105 -T- R=-11 U=180 -T- 8 1 2 W2X4(Al) IF 1-6-0 J'-0-_'�! 1-0-0 Ove pports R=281 U=190 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.375" Ft. xBRACRING. REFER TO HIBES R9OU]R(HANDLRING INSTALLNINGAAND BRACNING)HANDLING. LISHED BYPTHE IN(TRUSLSIPGATF6 \\t�tlllll/// TC LL 20.0 PSF REF R151--28931 INSTITUTE, 503 D'ONOFRIO Dft., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ��`�� R P, ,, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT TACHEO �� 4.p iil �A. /+ T C D L 7.0 P S F DATE 10/10/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `•' "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � BC DL 10.0 PSF DRW HCUSR151 01283021 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND Mo.22839 B C L L 0. P S F H C-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DEIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THESA MERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALL �� STATE OF CONNECTORS ARE MADE OF ILIA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ✓ ••• T 0 T.L D. 37.0 P S F S E Q N - 77821 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i f DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��f� j Og10P••L/_,�� D U R.FAC. 1.2 5 FROM B E Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �j��4� G u7�` Plaines 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. Oct: 1��ii�ri1411 �``` SPACING 24.0° (A0789- 2'10"HJ A9 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. THE FOLLOWING TRUSSES NEED CONCENTRATED LOADS AT THE END OF SUB-FASCIA BEAM ASSUMPTIONS: 0-0-0 SUB-FASCIA BEAM ON THE 0-0-8 THEIR OVERHANGS: 0-0-0 SPAN/SETBACK MEMBER ON THE 0-0-8 CANT CANTILEVER SIDE. 0-0-0 SUB-FASCIA BEAM ON THE 0-0-8 CANTILEVER SIDE REQUIRES 0 LBS AND THE 0-0-0 SPAN/SETBACK MEMBER ON THE SIDE. 0-0-8 CANT SIDE REQUIRES 0 LBS. HIPJACK SUPPORTS 2-9-8 SETBACK JACKS W/VERT OVER BEARING ONLY. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 4.24 +9-6-5 T 0-4-3 1T R=-4 14 1-8-14 -� I8-1-2 _F R=26 U=180 W2X4(Al) �2-9-15 �F 4-0-1 � �3-11-5 Over 3 Supports R=292 U=280 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL 3 E Scale =.375" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND p BNSTING. REFER TOONOBR91 (HANDL INI INSTALLING AND BRACING), 3 7P PUBLISHEDOR BY PRACTI(TRUCES PRIORATE `\\00111111111"', K 1 11'1111"',wY�A�-� TC LL 20.0 P S F R E F R151--28932 PE R FORMING THESE P R ATTACHED *S TR CTURAL IMPORTANT PE LFUR NIOTTSHOASCOPYDOFHTHIS HDESIGNPTOPTHE YDINSTALLATION UOGCONTRACTOR.PAOLPINEYE ENGINEERED ;`` ?,` �I C'Q t�_v2',i T C D L 7.0 P S F D A T E 10/10/01 c BC DL 10.0 PSF DRW HCUSR151 01283022 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN; ANY FAILURE TO n .. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND / No.22833 s B C L L 0.0 P S F H C-ENG M N M/W P F A L P I N E BRACINGFI C OF TRUSSES. TN IS DESIGN CONFOft MS WITH APPLICABLE ASSPROVISIONS Of NDS (NATIOL PINAL DESIGN J _ CO NNSPEC ECT0R SAT I AR EON P MADESOFD20GABY TASTMM A653A GR40H GALVEST AN DT EE PER EX CE PTI ASI NO TED. T APDL YAC ONNECTORS TO �� tiiTE OFA• T 0 T.L D 3 7.0 P S F S E Q N - 77770 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSTTION CONNECTORS PER L �. R DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING f ��• ;OptOPi'y`��` D U R.FAC 1.25 FR0M BE �ptnHauteS CI(inecred Pr B44 nets, l�C COMPOSPONENT FOR YANUYLPARTl0UULAREBU[LDING0MS0THEN EN TRUESPONSIBILULWTY OF THE BOILDBNGS TA IL IDESIGNERT AND U yEPER THIy ��(`S�'Cp�D„,Q\ `�� FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. Oct Pd4i+/tt�pU\\\� SPACING SEE ABOVE (A0789- 2'10"EJ A9 D45 ) 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 MGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 6 f T9-5-14 T R=12 1 8-10 1-8-10 I +8-1-2 R=13 U=180 W2X4(Al) �--2-0-0 _'E 2-9-11-� 2-8-15 Over 3 Supports R=298 U=220 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 18.2f3 _ FL/-/3/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-28933 BRACING,I TOT E.REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE '%t111111111, PERFORMING THE SEINSTDFONCOTIONSDIO RUNLESSTOTHERWISEDIRO NDNCAWED, TOPiCHOROFSHALLFHAVEPPROPERLY AACTICES TTACHED TO 91 P. TC DL 7.0 P S F DATE 10/10/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PR OP ERE Y ftLY ATTACHED RI61D CEILING. =��` • ill C•• `� '�� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ••r ��'••- S B C D L 10.0 P S F D R W HCUSR151 01283023 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �f�:• _ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND -22839 = BC LL 0.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OVISiONS OF NDS (NATIONAL DESIGN = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE;OF TOT.L D. 3 7.0 P S F S E O N - 77773 CONNECTORS ARE MADE OF 20CA ASTM A613 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OF SI GN, POSITION CONNECTORS PER ��RING •�. ,�o.f4 Alpine Engineered Products,[nc. RESPONSIBIDRAWINGS LITY SOLELY TFOR STHE TRUSS EAL ON ICOMPONENT DESIGN S DRAWING TSHOWNES CEPTATHE NCE SUITABILITYOAND USE NAL IOFETHIS -�jCG,.. C O�••OPt�r�� D U R.FAC. 1.2 5 FROM B E Hames City,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER OCt''� DENG�� SPACING 24.0" FLCedificateofAuthorization#567 Ansl/TPI I-199B SECTION z. I tWo (A0789- - 3'CJ 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 BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 6I— T +9-7-6 T R=42 1-10-3 1 10-3 18-1-2 R=21 U=180 W2X4(A1) IE 1-6-0 —I—L 3-0-12—� 3-0-0 Over 3 Supports R=250 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATT \\\Iitf/�/ T C L L 20.0 P S F R E F R151- -28934 INSTILUTE, 583 D'ONOFRI0 DR., SUITE 200, MAD ISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO \\ E R P,,�''/,, SPE RE T RU COTUR NG THE SAL PAN E L S F U BOTT OM S. OR D E SHAD LH HAV EBW E SA PR OPERLYD, T 9CH EDORDI G IDAC EI L I NG.PR OPE R L Y ATTACHED ``,�� . �1'�;C��,Itj''��' TC DL 7.0 PSF DATE 10/10/01 _1 MPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C� `. r�� _ BC DL 1(1.0 PSF DRW HCUSR151 01283024 PRODUCTS, INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE IRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND No.22839 ; ° B C L L 0,0 P S F H C-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = STATE OF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE : 1 TOT.L D. 3 7.0 P S F S E A N - 77824 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL., EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TR OSS, AND UNLESS OTHERWISE LOCATED UN TH15 DESIGN, POSITION CONNECTORS PER ��` Q, •�` DRAWINGS 160 A-Z. EL YTHE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OFSO I PROFESSIT YONAL ENGINEERING "�� g{+/'�� Q �� D U R.FAC. 1.25 FR0M B E Alpine City,FLed Products,8Inc. RE NCOMFOSPONENBIFORYANDLPARTICOLAREBOILDINGOMSONHETRESPONSIBIDITY OF THE BUILDBNGIOF IGNEft, ER AND U SE Of THIS Oct`'/� I� D ENOL SPACING 2 4.0° FL Certificate of uthorizationN567 ANSI/TPI 1-1995 SECTION 2. (A0789- - 5'CJ 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, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 10-7-6 R=106 6 r— T 2 10-3 2-10-3 8-1-2 R=47 U=180 W2X4(A1) L�1-6-0 _JE 5-0-12 _I �_5-0-0 Over 3 Supports R=308 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-Z- Scale x*WAR NING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--28935 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ,1►111111111/!! PERFORMINGINSTITUTE. THESEDFONOCT[ONSJO DRUNLISSSUITOTHERW[SEDINDNCAWED, TOPICHORDFSHALLFHAVETY PPROPERLV ATTACES HED � ,*, JE Rt P F!�''� TC DL 7.0 P S F DATE 10/10/O1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� .\II'I(�`••'� I' `*IMPORTANT_ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I 9T• B C D L 1 0.O P S F D R W HCUSR151 01283025 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TG (� ,� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND n ►fO-'1.2830 B C L L 0.0 P S F HC-ENG M N M/W P F ALPINEBRACING OF TRUSSES. THIS DESTGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = 1Y SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE : STATE OF : TOT.L D. 37.0 P S F S E O N - 77827 CON NEC ORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �1 FROM BE DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '�(jy ��ORIOp'. Lt� �� D U R.FAC. 1.2 5 Alpine Engincered Products,Inc. RFSPO NSIBILIIY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. THE SUI TAB It ITY AND USE OF TH[S 1'taIDeS Clty,FL 33844 COMPONENT FOR ANY PARTICULAR BOf DING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O e t ia��3D EN��.�`° S P A C I N G 2 4.0" FL Certificate ofAathorizatiort#567 ANSI/TPI 1-1995 SECTION 2. !!!! 1 (A0789- 7'HJ D45 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360,00 LIVE AND L/240,00 TOTAL LOAD. 11-7-10 R=227 W3X5 4.24 3-10-3 3-10-3 0-4-3 —F R=341 U=290 8-1-2 1 2 W1.5X4 III W4X4 W2X4(Al -2-9-15 -IE 10-0-5 9-10-13 Over 3 Supports J R=312 U=330 W=7" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.213 FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.Q P S F R E F R 1 5 1--28936 BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE 11111111111/// INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ,1111 �,H/?Fr40 T C D L 7.O P S F DATE 10/10/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `� �t �w-I�� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PR OP Eft LV ATTACHED RIGID CEILING. �� F -YA� "IMPORTANT`x FURNISH A COPY OF THIS DESI6N TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��! ICq��2/� BC DL 10.0 PSF DRW HCUSR151 01283026 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO _ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND w No_2283[1 : B C L L 0.0 P S F HC-ENG M N M/W P F A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = SPECIFICATION PUBLISHED a THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 3 7.0 P S F S E Q N - 77835 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ` �•�•(�'��R�OP••�� D U R.FAC. 1.2 5 FROM BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS C/�/ • �r ` FI,CCI[aiiCesCi UII�Or173844lj$67 COMPONENT7FOOR ANY SEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER OCt'/r�//�'�rGtG��``` SPACING SEE ABOVE (A0789- - 7'EJ NC ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 11-7-6 R=161 6 F- 3-10-3 3-10-3 8 1 2 R=72 U=180 W2X4(Al) 1-6-0 —�E 7-0-12 J 7-0-0 Over 3 Supports--� R=376 U=200 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 PSF F R REF R 1 5 1--28937 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 PRI Ou, TO - '�E R P lC,�liT C D L 7.0 P S F DATE 10/10/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE [NDIC ATED, TOP CHORD SHALL HAVE PROPERLY ATTA..H ED 1 SIR UC TUR AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��yy� ,�Iri�,9•I/L�� **IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN I NEFRED �K� J�• B C D L l 0,O P S F D R W HCUSR151 01283027 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP[; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AN:1 No 2?839 •� BC LL D.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAT ION.4L Di SIGN _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE B STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS !0 i TOT.L D. 3 7.0 P S F S E O N - 77830 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING O / •• � \�-``y'`` FROM B E FIBO1RESPONSIBILITY SOLELY SICOMPONENT DESIGN SHOWN. II OFTNIS DUR ONgNFOR ANY PARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct ft,;, ,§LD LCC LCCY #567 ANS17TP1 SE EG SPACING 24.C" I1 . 11 1 .°"l (A0789- - 1-CJ VLT 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 BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. 6 E— i —L 0-8-18-7-6 8-3-4 0 10 3 R=-105 —F R=-11 U=180 -(�-8-1-2 3 T W2X4(A1) 1.,1-6-0 _1 0-12 1-0-0 O'-7 pports R=281 U=210 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18. 20 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND \y�111111fff T C L L 20.0 P S F R E F R151-28938 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \ ,1/� INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIG TO - •`\ E R P.R'''• T C D L 7.0 P S F DATE 10/10/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTAf HED �� }, "wYA�iI STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �y�`�l�X�`'q- 1, **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE EN,INEERED (�' T� BC DL 10.0 P S F D R W HCUSR151 01283028 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, IN STALLI!!G AND � NO.`228.9.9 BC LL 0.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF • _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ► TOT.L D 37.0 P S F S E O N 77838 CONNECTORS ARE MADE OF 20G.A ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNF CT ORS TJ EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, PUSITION CONNECTORS PER j ••. �t P � DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING C(f•..• OR1� D U R.FAC. 1.25 FR0M BE Alpine Engineered Products,I11C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILIT'! AND USE OF THIS /,�j/rp�•4�•••G•G` ��` Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER C t 1 U'I�ffJ/jDE�\\\\`` SPACING 2 4.0" FLCertificateofAuthorization#567 ANSI/TPI 1 1995 SECTION 2. (A0789- 3'CJ VLT 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 BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. 6 T 9-7-6 1 2-1 R=42 1-10-3 8-9-4 R=21 U=180 —� 3 8-1-2 W2X4(A1) �1-6-0 �LE 3-0-12- -J 3-0-0 Over 3 Supports I— R=250 U=190 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL 3 E - Scale *BR RACING. REFERRTOSES HIBR91 (HANDLINGECARE IN INSTALLINGAAND BRACNNG)MANPUBLISHED BYPTPI INSTALLING IPLATED {\{ !! TC LL 20.0 PSF REF R151--28939 IGGltlOOd 111// INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO \'�4n P !l�i4 STRUCTURAL PAN PANNG THE E ELNCTION S. BOTTOMSCHO ROE SHALL LHMAVESA PR OP ERLYDI DATT ACHED RDI GIDACEIL CEILING OPERLY ATTACHED `�� -1J��''C��/�j 'ice' TC DL 7 0 P S F DATE 10/10/01 "IMPORTANT` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED %� BC DL 10.0 PSF DRW HCUSR151 01283029 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 n L BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO ,. No,22$39 BC LL 0.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN CONNSPECECT OR SI ARE PMAD E SOFD20GATASTM MA653 AGR 40RGALVARSDTEE LPA ER,%C E PTIA SINOT,OND TAP FLYACO'NEC TORS TO STATE OF TOT.LD. 37.0 PSF S E O N - 77844 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i��••iC`�..1 P LL•(`�` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �j� �.�(l�• �\•R.. �/ �� D U R.FAC. 1.25 FR0M BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS /j . Fl.CCrL1fC3IE Of llt110'zation N 567 AryCOMPONENT I OTPNTl F0995 ANY SECTPARTICULAR OBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 0 c t I'd/�j D 11\\\\`` SPACING 24,0" (A0789- - 5'CJ VLT 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, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. - T8- 10-7-6 6 F 1R=106 1 2-10-3 �R=47 U=180 9-3-4 J 3 8-1-2 W2X4(Al) �1-6-0 _I_ 5-0-12 _I �-5-0-0 Over 3 Supports R=308 U=220 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.375" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151--28940 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IOR TO �t%%11111111111" INSTITUTE'PERFORMING THESEO FUNCCTONOFION SIO ER ON L E SSSUITE 0THER WO.I SE14AD I NO II CATED, TO PI CHORDF SHALL ETY H A VEP PROP E R L Y ARACTICES TTACHED ��.}�,SR P. ��A��j TC DL 7.0 PSF DATE 10/10/01 S7R UC TUR AL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIG 1) CEILING. �`` (`r�' !C'Q -y'�� BC DL 10.0 PSF DRW HCDSR151 01283030 `IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED zPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TD F U F BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR fABftICATING. HANDLING, SHIPPING, INSTALLING AND �,( � 22$39 B C L L 0.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ""tzzz"��` SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE _ = STATE OF•• = T 0 T.L D. 37.0 P S F S E Q N - 77847 CONNECTORS ARE MADE OF 2OGA ASTM A653 IR40 GALV, STEEL, f%CE PT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, PDS]TI ON CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ~��•• �( p'�• ��` Alpine Engineered Products,I11C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ��j'�Tj��• �R��^`a�L``� D U R.FAC. 1.25 F R 0 M B E FlaineS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct S PAC I NG 24.0" FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. (AO789- - 7'HJ VLT 045 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 THE FOLLOWING TRUSSES NEED CONCENTRATED LOADS AT THE END OF SUB-FASCIA BEAM ASSUMPTIONS: 0-0-0 SUB-FASCIA BEAM ON THE 0-0-8 THEIR OVERHANGS: 0-0-0 SPAN/SETBACK MEMBER ON THE 0-0-8 CANT CANTILEVER SIDE, 0-0-0 SUB-FASCIA BEAM ON THE 0-0-8 CANTILEVER SIDE REQUIRES 0 LBS AND THE 0-0-0 SPAN/SETBACK MEMBER ON THE SIDE. 0-0-8 CANT SIDE REQUIRES 0 LBS. HIPJACK SUPPORTS 6-10-12 SETBACK JACKS W/VERT OVER BEARING DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. SHIM ALL SUPPORTS TO SOLID BEARING. T11 7 5 R=219 U=280 17 4.24 1— W3X5 5F 2-1-10 3-9-14 9-9-6 R=291 W4X4 —' 2.14 W1.5X4 III 8-1-2 0-0-1 W2X4(Al) L< -2-9-15 9-10-13 _I IE 9-10-1 Over 3 Supports--� R=496 U=420 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND %tl/U 11110 T C L L 20.0 P S F R E F R151--28941 BRACING INSTITUTE,RESB3 OFER �ONOBFR IO DR��NSU1 200LING �AMA0 IS ON LLING AND W BRACING)AC 53719),PU BFOR S SA DF ETY PR ACTICE(TRUSS PR I OR TO �� R P Il��j PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 10P CHORD SHALL HAVE PROPERLY ATTACHED �``\P�' .f;�j• T'�2!�i T C D L 7.O P S F DATE 10/10/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CF ILING. i&4 ;lam **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALIATION CONTRACTOR. ALPINE ENGINEERED ? �, to B C D L 1 O.O P S F D R W HCDSR151 01283005 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL UNE TO n qp BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING TO o.22839 BC LL 0.0 P S F HC-ENG M N M/W P F ALPINEBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OE`IGN : OF . 7� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION} AND TPI. ALPINE !STATE CONNECI R ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TG ��• TOT.L D. 37.0 P S F S E Q N - 77853 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION f,ONNECTOHS PER DRAWING 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �� ,<,OR►OP �� Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SIGN SHOWN. E SUITABILITY AND USE OF THIS Gil ORI�`u+� ` OUR.FAC. 1 .2 5 FROM B E Hames City,FI, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A R FLCertificateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. Oct 1��/hj�Ep�t�� SPACING SEE ABOVE (A0789- - 7'ED VLT NC ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5,0 PSF, DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. WIND BC DL = 5.0 PSF. SHIM ALL SUPPORTS TO SOLID BEARING. TR=161 -11-7-6 6 I— 2-2-1 3-10-3 R=72 U=180 9-9-4 J 3 8-1-2 W2X4(Al) L;:I-6-0 3IE 7-0-12 ---7-0-0 Over 3 Supports R=376 U=250 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND `1111►1111/�� T C L L 20.0 P S F R E F R151 --2 8 9 4 2 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �� 1 11 1fil" INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, Wf 53719), FOR SAFETY PRACTICES PRIOR TO �� 'Ni2 t�S T C D L 7,0 P S F D A T E 1 0/1 0/0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVF PRO PERLV ATTACHED �� S i�j �^'�� STR UCTURAI PANELS, BOTTOM CNDRD SHALL HAVF A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ♦V F BC DL 10.0 P S F D R W HCUSR151 01283031 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO _ BUILD THE TRUSSES IN CONFORMANCE HI TH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND J �_27839 • ' ALPINE BRACING OF TRUSSES. THIS OF SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN BC LL 0.0 P S F HC-ENG M N M/W P F SPEC]FICATiON PURLISHFD 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • ?ATE OF ' T 0 T.L D 37.0 P S F S E 0 N - 77850 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. AP PLV CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITIDN CDNNECTORS PER '��' 8, `� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Q•• ORI �• D U R.FAC. 1.25 F R O M B E E1Ip111C ERg1REE1'Cd PTOducts,IRC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ,,/, •.••� FL Certificate ofAuthori7gtCity,FL �#567 ANSI/TPIIT111995SECTION 2 FNPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BOILDING DESIGNER, PER O C t 1'd�� D EN�� SPACING 24.0" 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 ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR, ++ 4 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 48" OC MAXIMUM. OR 3X6 TRULOX 4 * 8/12 MAXIMUM PITCH. t ** 2X8.25 PIGGYBACK SPECIAL PLATE. SEE DRAWING PIGBACKBO699 FOR PIGGYBACK SPECIAL PLATE INFORMATION. +++ 6-0-0 TYP. *** *** 6'0" MAXIMUM HEIGHT. + t W2X4 OR 3X6 TRULOX. 124 tt REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS 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 ** 4 OR 3X6 TRULOX 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 INSTALLING 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, 503 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR `tll illl SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, �� 'r�// 4C DL MAX 15 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ` / HAVE A PROPERLY ATTACHED RIGID CEILING. DL MAX 10 PSF DRWG TCFILLER0699 ••IMPORTANT*. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE �� ••J,. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS -Zd ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 3 C yL 0 PSF —ENG SJP/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH - No22839 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE TOTS LD. MAX 55 PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A •• STA?E OE ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF �' r ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER POMPANO BEACH,FLORIDA DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL �9�•' F( P.• �. FAC. 1.15 OR 1.33 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THESUITABILITYANC/•e•.�p�'i RESPONSIBILI TY FAC. BUILDING DEOF THIS SIGNER,NENT OPER NANSI TPI 1-1995 Y PARTICULAR USECTIONI 2 THE /�e hREDENG� "'ACING 24.0" III BOTTOM CHORD FILLER DETAIL * OPTIONAL INTERIOR 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 16OTL 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 1 9 1 8 1 8 7 SOUTHERN PINE NON-DENSE 2520# 1343 1.5" X 3.5" 9 8 7 7 6 ** ** *2X88 #111-T1111 MAX 3X8 TRULOX ** (� 18" �) MAX + ** LOX (2) 8D NAILS CUT TO FIT 24 E THIS DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 ■-WARNING.* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL PSF REF BC FILLER INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED I'I��j BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR 0% K SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, �� -'` MIC DL - PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ��`Q}Z t I1 HAVE A PROPERLY ATTACHED RIGID CEILING. �� •• F �'.. �DL 10.0 PSF DRWG BCFILLER0699 ■xIMPORTANTw- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 'VC!LL - PSF -ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH ��.�`839 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE , STATE OF _ AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA �'O`I LD. PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF i ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER • F p ENGINEERING DRAWINGS ORESPONSIBILITY L SOILELYTHIS VCR DRAWING TRUSS COMPONENT T DESIGN SHOWNFE ST IDNAL �' '• ( 'J. P' FAC.1.0/1,15/1.25/1.33 POMPANO BEACH,FLORIDA THE •' �a •,D I� RESPONSIBILITYDOFSTHEFBU]LDING DEOSIGNER,OPERNANSI//TPI 1L1995USECTIONI 2 THE ��i,`r.TFREDENG� 'PACING 24,0" BOTTOM CHORD FILLER REE-A,._ RECOMMENDED REPAIR PROCEDURE 1, MEASURE DISTANCE FOR NEW LENGTH OF FILLER. MAXIMUM BOTTOM CHORD LOALI 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, BC FILLER-- . ......... + ++ 4' 0" OC MAX. FIELD TO TRIM FILLER FIELD APPLIED FILLER MUST BE SPF #3 I OR BETTER. EXISTING FILLER THIS DRAWING REPLACES DRAWING 962,767 -wWARNING*w TRUSSES RECUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF BC FILLER REP_ INSTALLINGAND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRJO DR., SUITE 200, MADISON, WL 53719) FORtill I'll SAFETY , DATE 06/25/99 PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL 1-0 HAVE A PROPERLY ATTACHED RIGID CEILING. WWORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE DRWG REPBCFIL0699 ENGINEERED PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, z -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH z APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE No.2283 74 7 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA STATE 0 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF -INEIERED PRODUCTS INC TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s ik% I . DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE fry "'SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE zPONSIBILITYDF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2, ......A— SBC: 100 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00 2X4 BRACE (1) 1X4 'L" BRACE • (1) 2X4 "L" BRACE * (2) 2X4 "L" BRACE ** (I) 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' ii" 14' 0" 14' 0" BRACING GROUP SPECIES AND GRADES: SPF #3 4' 1" 6' 6" 6' 6" 8' 7" 8' 7"4AIO'113",�10'1�3113'" 5" 13' 5" 14' 0" 14' 0" GROUP A: HF STUD 4' I" 6' 6' 6" 8 7' 8' 7" 0' 3" 3' 4" 13' 4" 14' 0" 14' 0" SPRUCE-PINE-FIR HEM-FIR TANDARD 4 1 5 7 5 7 7 4 7 49' ' 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" 11' 1" 13' 7" 14' 0" 14' 0" 14' 0" 1 #3 1 STUD 3 sTNOARD s P #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 CQ DFL STUD 4' 4" 6' 7" 6' 7" 8' 7" 8' 9" 10' 3" 10' 10" 13' 7" 13' 7" 14' 0" 14' 0" 1 STUD 3 f &N.AIDJ�} STANDARD 4' 3" 5' 8" 5' 8" 7' 6" 7' 6" 10' 1" 10' 1" 11' 9" 11' 9" 14' 0" 14' O" STANDARD SPF 1 2 4' 10" 8' 4" e' 7" 9' 11" 10' 2" 11' 9" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0" �.J E- L�F #3 4' 8" 8' 0" 8' 0" 9' 11" 9' 11 11' 9" 11, 9" 14' 0" 14' 0" 14' 0" 14' 0" HF STUD4' B" 7' 11" 7' 11 9' 11" 9' 11" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" GROUP B: W STANDARD 4' 8" 6' 10" 6' 10" 9' 0" 9' 0" 11, 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" 1 5' 3"" 8' 4"" 9' 01" 9' 11" 10' 8" 11' 9" 12' 8" 14' 0" 14' 0" 14' 0" 14' 0„ HEM-FIR n 2 5' 2" 8' 4" 9' 0" 9' 11" 10' 8" 1 & BTR r � I1' 9" 12' 8' 14' 0" 14' 0" 14' 0" 14' 0" 1 W #3 4' 11" 8' 2" 8' 2" 9' 11" 10' 5" 11' 9" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0" r 1 DFL STUD 4' 11" 8' t" 8' 1" 9' 11" 10' 5" 11' 9" 12' 5" 14' 0" 14' 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" 14' 0" 14' 0" 14' 0" 14' 0" 2 2 SPF 2 5' 4" 9' 2" 9' 5" 10' 10" 11' 2" 13' 0" 13' 4" 14' 0" 14' 0" 14' 0" 14' 0" 1 1 . T #3 5' 2" 9' 2" 9' 2" 10' 10" 10' 10" 13' 0" 13" 0" 14' 0" 14' 0" 14' 0" 14' 0" `J 7� STUD 5' 2" 9' 2" 9' 2" 10' 10" 10' 10" 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" Q HF 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: x F 1 5' 10" 9' 2" 9' 11" 10' 10" 11' 9" 13' 0" 14' 0" 14' 0" "14' 0" 14' 0 14' 0" <4 2 5' 9" 9' 2" 9' 11" 10' 10" I1" 9" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. cv #3 5' 6" 9' 2" 9' 6" 10' 10" 11' 5" 13' 0" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 90 PLF OVER DFL STUD 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" 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. + ATTACH EACH 'L" BRACE WITH Lod NAILS. GABLE TRUSS 2X4 #2N OR BETTER * FOR (I) "L" BRACE: SPACE NAILS AT 2" O.C. IN 16" 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 + 'T." BRACING MUST BE A MINIMUM OF 807. 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 X4 VERTICAL LENGTH SHOWN BRACE; SINGLE 18 * + + GREATER THAN0 BUT + 1 2 4 2X3 LESS THAN 4' 0" IN TABLE ABOVE. OR DOUBLE CUT L 1 LESS THAN 11' 6" (AS SHOWN) AT UPPER END. GREATER THAN 11' 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—GABI0015 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 1111 BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR �tll /i SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, \\\, R ��f.,* i DATE 06/25/99 TDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL '�� DRWG 510015EN0699 HAVE A PROPERLY ATTACHED RIGID CEILING. xr IMPORTANT•■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIDN CONTRACTOR. ALPINE `�� • �% � ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS _ DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, —ENG HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH ,,22Fi39 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA STATE OF jiTOT. LD. 60 PSF ASTM A653 GR40 GALV, STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF G ALPINE ENGINEERED PRODUCTS.INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL POMPANO BEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE �/ ��'••••• SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE '�/j,` RFpEN4 `A}(. SPACING 24.0' RESPONSIBILITY qF THE BUILDING DESIGNER, PER ANSI/TP] 1-1995 SECTION 2. -- _ _ _- __ __ = _ L_ 2x6 _ 2X6 "T" GABLE DETAIL REINFORCING GABLE VERTICAL PLATE SIZES MEMBER _ 2X4 'T" Ste' + FOR LET—IN VERTICALS VERTICAL LENGTH PLATE IF PLATES RMEMBERING ABOUT BETWEEN CHORDS SIZE OVERLAP* LESS THAN 4'.0" 1X4 OR 2X3 I 2X8 GREATER THAN 4' 0", BUT TOENAIL LESS THAN 11' 6" 2X4 7_7{8 TOENAIL GREATER THAN 11' 6" 2.5 1 2.5X8 Q+ REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. + s 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 GABLE + APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR VERTICAL 2X8 SBCCI WIND LOAD. LENGTH P. 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 2,4 10 7 10 % + 15 FT 2.6 40 7 50 7. 110 MPH 2x4 10 7 10 % 30 FT 2x6 50 7 50 % 100 MPH 2x4 10 % 10 7 15 FT 2x6 30 % 50 7 100 MPH 2x4 10 7 10 % 30 FT 2.6 40 V 40 % + 90 MPH 2x4 20 7. 10 7. + PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON 15 FT 2x6 20 7. 40 7. THE ENGINEERED TRUSS DESIGN. 90 MPH 2,4 10 7 10 7. RIGID SHEATHING 30 FT 2x6 30 7. 4 TOENAILS ATTACH EACH 'T" REINFORCING MEMBER WITH 80 MPH 2x4ffo 7 20 % HAND DRIVEN NAILS: 15 FT 2x6 % 30 7. 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d 80 MPH 2x4 '7 10 7. „ COMMON TOENAILS IN TOP AND BOTTOM CHORD. REINFORCING 30 FT 2x67. 40 7. MEMBER GUN DRIVEN NAILS - 0.131” X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP 71 MPH 2x47. 20 7 AND BOTTOM CHORD. 0 FT 2x67 20 7 70 MPH 2x47 20 7. GABLE TOENAILS THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE 30 FT 2x6 7 30 % TRUSS SPACED GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. EXAMPLE: 4' O.C.. ASCE GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A11015EN0699, A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699 MEAN ROOF HEIGHT = 30 FT A11030EN0699, A10030EN0699, A0903OEN0699, A08030EN0699, A07030EN0699 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS 'T" REINFORCING MEMBER SIZE = 2X4 S11015EN0699, S10015EN0699, S09015EN0699, S08015EN0699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 107. = 1.10 S11030EN0699, S10030EN0699, S09030EN0699, S08030EN0699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 4 TOENAILS 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 1�L11 11111 BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI, 53119) FOR .01 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 P AA HAVE A PROPERLY ATTACHED RIGID CEILING. ��,�• �•'y'�� DRWG GBLLETIN0699 ■•IMPORTANT•■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE 7ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS _ —ENG DLJ/KAR DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, • No_2 839 • _ HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFDRMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE STATE OF ' AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A A 'POT. LD. 60 P SF ASTM A653 GR40 GALV, STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER � .�• M(��y*CpQ'•• FAC. ANY DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i �► POMPANO BEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE '� RE SPONISIBIL I TYDOf S THEE BUILDING DESIGNER,OPERNANSI TPI 1`1995 USECTION12 THE /i,,,41 ID,,l MAX SPACING 24.0" 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 ATTACH WITH 16d NAILS AT 6" O.C. L—BRACE NOTES: BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE—RUN DESIGN WITH APPROPRIATE BRACING. T—BRACE L—BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L—BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2x4 1-2X6 SCAB BRACING: 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 I-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 \\« 111 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, \\\ R / jFC DL PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL �� HAVE A PROPERLY ATTACHED RIGID CEILING. `Q„ 1% �'DL PSF DRWG BRCLBSUB0699 ■-IMPORTANT+* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE J 'Y7).•* ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIDN FROM THIS = RCL PSF —ENG MLH/KAR DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH • 140.22839 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE + 'MT, LD. PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA •� STATE\7 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��'%�•' DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ✓etc• • (�p1OP. FAC. POMPANO BEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE �i G� +••' SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE r��j/-�FgLCEXA� ACING RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. ft 1385 irv(� S- MINUTES OF TREE CONSERVATION BOARD November 19,2001 A regular meeting of the Tree Conservation Board was held Monday,November 19, 2001, in the City Hall Conference Room. Present were Richard Bell,Barbara Mears, Carol Rockwood,Maureen Shaughnessy,Building Official Don Ford and Susan Dunham. 1. Call to Order The meeting was called to order at 7:30 p.m. 2. Recognition of Visitors None. 3. Aauroval of Minutes of Meeting of November 5, 2001 A motion was made by Board Member Mears,seconded by Board Member Rockwood and unanimously carried to approve the Minutes of the Tree Conservation Board Meeting of November 5, 2001. 4.A. Old Business/Tree Removal Avolications � 1 , Nock-W-i.Section H: Mr. Paul Nichols introduced himself and stated that he went to both lots to verify the surveys and found that the surveyors did not include the pine trees on the survey. Mr. Nichols distributed a new survey indicating the size and location of the pine trees. Mr.Nichols advised the Board that he would like to mitigate on site with the three 5"magnolias,the 3"oak and the 5" oak in the front right corner of the lot and the 3"oak in the front left corner of the lot. He further stated that he was short 4"of oak and that he would plant this on site. A motion was made by Board Member Bell,seconded by Board Member Mears and unanimously carried to approve the application and direct Building Official Ford to issue a permit for the removal of 28.5" of oak and 22" of pine to be mitigated with 11" of oak to be preserved on site, one 4" oak to be planted on site and three 5" magnolias to be preserved on site. 2. Lot 4,Block 227,Section H: Mr.Nichols distributed a new survey to the Board indicating trees that were not included in the original survey. He indicated that he was going to protect the 8"oak tree by the patio. Mr.Nichols stated that the only protected trees that he is removing are the 24"triple oak and the 12"oak in the driveway. He stated that he would like to protect a 5"oak in the rear of the lot,a 4"oak and 3"oak in the front of the lot next to the driveway. Board Member Bell advised Mr.Nichols that he would have to plant two 4"oaks on site. Discussion was held and Mr.Nichols stated that he would prefer to pay two inches into the Tree Fund versus to plant a second 4"tree. A motion was made by Board Member Mears,seconded by Board Member Rockwood and unanimously carried to approve the application and direct Building Official Ford to issue a permit for the removal of 36" of oak to be mitigated with a 5" oak,a 4"oak and a 3" oak on site,a 4" oak to be planted on site plus$234 to be paid into the tree mitigation fund in lieu of two inches of oak mitigation. Minutes of Tree Conservation Board November 5, 2001 Page 2 A motion was made by Board Member Mears,seconded by Board Member Rockwood and unanimously carried to approve the application and direct Building Official Ford to issue a permit since there are no protected trees being removed. 5. New Business A. Tree Removal Applications: 1. 377 8a'Street: Mr. Kevin Byrnes introduced himself. He advised that he is building a home on this property and would like to remove four palm trees. He further advised that he would like to move the palms marked P5 and P8 but would have to discard the other two palm trees. A motion was made by Board Member Rockwood,seconded by Board Member Mears and unanimously carried to approve the application and direct Building Official Ford to issue a permit for the removal of 28" of palm to be mitigated with 14" of palm planted on site. Mr. Byrnes advised the Board that the bank assigned the street address of 377 but it is inaccurate. 2. . 1�:) k Z ?t Scctfofr EF. Building Official Ford advised that the Builder withdrew this application because the survey was inaccurate. 3. Lot 4,Block 227, Section H: Building Official Ford advised that the Builder withdrew this application because the survey was inaccurate. 4. Lot 7,Block 1,Ocean Grove,Unit 01: Building Official Ford stated that Mr. Adams was not able to attend the meeting and requested that the Board review his application. Chairmen Bell stated that he reviewed the site and found the survey to be inaccurate. A motion was made by Board Member Shaughnessy,seconded by Board Member Mears and unanimously carried to defer this application until the applicant provides an accurate survey and presents it to the Board. 5. Lot 40&East Y2 of Lot 2,Block 10,Subdivision "A": Building Official Ford advised the Board that Mr.Weber was not present to address his application. Board Member Jacobson expressed concern with regard to the location of the property line. Board Member Jacobson located trees on the survey to be used for mitigation but requested Building Official to verify their position at the site. A motion was made by Board Member Shaughnessy,seconded by Board Member Mears and unanimously carried to approve the application and direct Building Official Ford to issue a permit for the removal of 70.5" of water oak pending field verification of the placement of two live oaks and two water oaks to be used for mitigation. 6. Reports and Announcements: Chairmen Bell outlined the proposed Historical Tree Preservation Ordinance to Commissioner Elect Paul Parsons. Commissioner Elect Parsons stated that he would be glad to help in any way that he could. Commissioner Elect Paul Parsons thanked the Board members for allowing him to attend the meeting. 7. Adiournment: - There being no other business or discussion,the meeting was adjourned at 8:50 p.m. Barbara Mears, Secretary ri J C.=1 OF ATLANP -nC BEACH TREE REMOVAL APPLICATION.. 1An =Bcationsbe 'tted with seven copies d ved by 5 PM on the Friday { :,Uu__i days p1jor to the scheduied meet;is order to be niaced gn the i �ictCOMPLE INACCURATELY X ARIM SrMS L NOT BE PROCESSED. APPLICANT NAME ADDRESS JTELEPHONE ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVA.I,SITE 3.REASON FOR.PROPOSED TREE REMOVAL: �~j. "'� �' lci?��.;? 4. HAS THIS SITE BEEN TO THE'TREE BOARD BEFORE? 0 YES 0 NO M"NOT SURE - 5.PROPERTY ZONING: ❑ CONRYIER.CIAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER DIAMETER MITIGATION Il TERIC}R R rl r is *Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter, measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of emelt trunk as measured immediately above the forks. i v NOV _3 '01 1S:32 CARSON 031 P01 ISP' SHOWNG BOUNDARY SURVEY OF LOT 20 ?7'o, ; i tr •: A >rttS SHOWN ON MAP OF SECTION I-•I ATLAi'riiT�� ; O AS RIk0dRk0 :Ihl PLAT BOOK 18, PAGE 34 OF TFIE CURRENT PUBLIC RECORDS OF DUVAL NTY,, FLAICIA: Ia i FOR: 8LST(_' )N, INC. >. ' j ARI"_+,G,;od, JMEMCE, N01'22'00"W FOR THE MASTERLY R W LINE Fo_RM A IST EST. I rI movai promgal c 9 ! 1101 } I s � . B L O C K 2 2 8 1 : L O 1 1 q0 T 7.. L O Ta 3 S01 '22100"E 50.00 Le �r47r I B L 0: C K 2 2 7 lokr 4&W, 11 �� 1 r (18 ) 'o 2 1 • OAK w pAtlo. 2n MRI. ? I .r 0 TYVIN.�I�Z,�I�, � r. A 47 0 (D. TRIPLE all f. 25' 1K 4T i W a v -IN � 5' g { 3 ' C 78S : gyp: is sIn 00 Itp c s , Z, ,! 'OAF( + , } 3'bAKr�, 70.00' AV�"C/-NO1''22 0'On( OH—oH . OH off— U�4+dN-< t1LITr' , POLE :POLE !' I MAIN STREET (50' RIGHT OF WAY) r"nj'Ires? IJ (o- - OCA t r4 614ow p1roro e ,G' LnGATE»'ALL 6" OR LARGER HARDWOOD 'TREES: 4-4-2001 NOTE "Iri��,MU OMS I NEREDY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONS113LE DIRECTION MEETS `14E r .MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61G17-6, KORIDA F Cqy {1ONUMEMT a ;'IIDMINISTRATTVE QL*E (PURSUANT To OCCTIoN 47:_077, FLORIDA STATOTFS), AND FURTHER CERTIFY THAT w r f• r'IHERE ARE NO-VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN. + E WE; Ti*_ LOT SURVEYED HEREON APPEARS TO Uk WWI 14114 FLOODr,LARSON Allo ASSOGIA'IM ik% 'CONES "X" AS SCALFO FROM THE FLOOD INSURANCE RATE 1643 NAI p0 AVE., JACKSONVILLE. FL.. 3x'O7 �1 CNffRD MAPS, COMMUNITY PANFI �.0. 17(�a 0001D_ DATED a-17-89. r. PENT '• ATIlRE ,SURVEYED MAnCH 27 2001. r.:: T R :SCALE: ~ 2a' lig. x fICL q BOOK 6_24 PAGESRISG1s 0 suRVEYoft NO. &4,81f. Vi b.4.-.6f3 JOSE A. HILL JR. •,'1'#,i+••�1 " ,, � 'r 9 1.0_ SURAY NOT VALID WITHOUT EMBOSSED SUIT"*. Y 4 K• 'Cd Time Nov13 48 1 . . .. 4 PM. 7. PI ANITR-M SURVXY indicataag: a) Changes of topographic.des such as hMs az%L low areas airbag tm= , b) Existing and.proposed strnciures.. c) Location..of alI trees with Diamcter at Breast Height(DBR).of six mclzes armo e: d) Tree speaks wad stems in DBEL e) Treevto be xcrnoved should be ckady marded with.an` r. f) T=m to be preserved on-site for mi 4pfloxt mnt be marked with brae cts"1]", . Z). Location,size and species of any proposed new repIacemezrt trees maked with& cuccle"�": h) Location ofutUiti6s and msemarft as appiyaable. Location of trews to be preserved on site with barricading indicated. a) AIl trees id e d for removal MUST be marked on-site by RED f paint or tape. b) AIL tzees to be preserved on-site for mitigation MUST be marked with BLU &ggi a&paint or tape. c) The fromt property corners must be marked by stapes or paint gthe Lot Number or Address. 4. INCDNTLETE APPLICATIONS OR OA MARKKD SAES WML NOT BE PROCESSED. I HEREBY AGREE TO COAaLY WITH ALL PROVMONS OF CHAPTER-23,ARTICLE II, TREE PROTEQTON,AND.ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. � � �� Signature zap ( L Owner's Signature Date CTTY USE ONLY. Txe✓ onservation.Board Date'