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Permits 780 Camelia St a ADDRESS —'70 BUILDING PERMIT NUMBER 917100 INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB FRAMING r���-7 COVER-UP i ,o --/ 7- Qz INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # CT 4 INSPECTIONS ROUGH / -7 FINAL MECHANICAL PERMIT # 9--l- 1s, PLUMBING PERMIT NOTES: CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, LFERMITTel: 247-5826- Fax: 247-5877 PLUM m_ I�'ER�T A'" _ Address: 708 CAMELLIA STREET " Permit Number: 22434 ATLANTIC BEACH, FL 32233 Permit Type: PLUMBING Township: Range: Book: Class of Work: NEW LOt(s): Block: Section: Proposed Use: SINGLE FAMILY Subdivision: Square Feet: Parcel Number: —� ---,� Est. Value: u Improv. Cost: Name: PAUL NIGH LS Date Issued: 8/01/2001Address: 708 CAMELLIA STREET Total Fees: 53.50 ATLANTIC BEACH, FL 32233 Amount Paid: 53.50 Date Paid: 8/01/2001 Phone: (904)246-3747 Work Desc. NEW PLUMBING ERS T _ = , 53.50 DON HARRIS PLUMBING , a at " FE k Z7 NOTICE- I( SPEGTI TBE REt Y DAT L .AST 24 HOUR$ IOR TO 11SPECTION e BUILDING MATERIA" RUBBIS fl DEBRIS FROM THIS WORK MUS fQT BE PL�4ED IN PUBLIC SPACE, AND MUST B CLEAREC3 AND.H;4VLEC`y:J WAY BY EITH ONTRAC R OR OWNER "FAILURE TO COMP T N ! 'ULT IN THE PROPERTY OWNER PAYI TVVlCFO L I O E -� ISSUED ACCORDING TO APPROVED P AERMIT AND SUBJECT TO REVOCATION ft FOR VIOLATION OF APPLICABLE PROVISIONS _ I � $53.5014 AT NTICCH BUILDING DEPT. Dates 8/81/81 81 Receipt: 8877447 881888832�I888 f C r MAP SHOWING SURVEY OF 2 AS RECORDED IN Wiz_ BOOK = SAGE ------ OF— � E �T��` 17� OF Cia COUNTY, FLO A a !✓C?T Co - I'�l__C` .k- i cif' S -417- LOT LOT 1 Sy fr r jI I �Y Y 6 i MAP SHO"NG SURVEY OF 4S �_-CC)R!`� ' IN P1 9"'K 18, ) 2. Yli ,3(✓K {4, '-3- ­Tl` N 4 r,,AN P�"' E_!I lall—I I , 1 'I' ll A C'OuN :'�, PAC ;E: 34 bD 'o 89*02*00" E 102-00' A/C PAO 0 -J rs /pF sJORY 'W,/'vlNYl, SIDING ca C.7 C) p- C) s(r No 108 :-,,oOR [!_FVA'n0N-lU9 p IQ cn C) > —A 0CC)N(;RfT_F C)l I r:l o m m S 89*02'00" W 102.00' A, CD fQ A (D N T n 'J. m 6TH STREET T!-ilS jS A B01 NCARY SU4141'Y. NO BULDtNG RESTRICTION LINE AS PER P' AT' BEARINGS BASED ON THE NORTH. l.,NF= jF 1_,)T 2 MT BLOCK 134, AS PER Pt Al BFNG'HMARK IS A NAiL iN WOOD POWFP P(,�_,E A' 9HE INTERSFC-90N OF CAMELJA AND Earth STREET. 1995 Building ankril Zoing F'y 0 EUGENE LONG IHAT _R"F _RT T THE PR 0 P[R T Y SH WIN HI-REON APP' A R S 3 Ji" ��F L, 3Y C"_ IN FL000 ZOjf� AREA CY._J;_'S!DF YEAII� HAVF_ S0RVFyFD T��I"_ ANDS AS SHOWN !N �:LOQO PL.A'IN' ) AS WELL AS CAN HE ;L)L T-L*l V i N L L) 'HE, ABOVE CAPTION AND l"HA ' TlHiS MAP !S FROM THE, "FLOOD iNSURANCE RATE MAP' CO M i FE A IN D -ORREC"T RFPRFSENTA-TION OF CITY OF AV444 c &dd - *74%4& 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5.415 TELEPHONE(904)247-5800 FAX(904)247-5805 110TICE TO: Nater Department FROM: Building Deportment DATE: � - 8 ` 9� Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Humber Address '^ Sincer 1, Build aq Department DATE s zA PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: --------------------- �j ------------------- - --------- -- --Viz..----------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc:FILE TRANSMITTAL DOCUMENT FOR JEA DATE: /0 / J - 9 T The following permits have passed "rough" inspection: Permit No. AddressIRA 8&)azsxxxs=xgftkuG* = dxmx=&xtSkSKWaz+bs:. Please update your records accordingly. (�Th BUILDING CLERK CITY OF ATLANTIC BEACH /vcb i P,SR 3844 `. 9215 DEPARTMENT OF BUILDING a CITY OF ATLANTIC BEACH - PERMIT INFORMATION - -- LOCATION INFORMATION { Permit Number. 9215Address : 708 CAMELI.A STREET Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 '"Jas of 'Work- NEN ----_-_ LEGAL=DZSCRIPVON -____-___ - '. Frrans r. Type: WOOD FRAME € t; Block< Section. Pr posed Liner SINGLE FAMILY Township : RITC: 0 DweIIi g.-' r I6de, 0 ubdivisi041.- SECTION H Estimated Value: $0 .00 ltnprov" Copt 4 $0 .00 �a a �9Un $ ? .0 Vf� ' - TION t APPLICATION FEES - ��- OPERTY OWNER PERMIT ? .. Q Address ' �� STREET > PACT SEE OQ PLO IOA f � � Fr, w F�� � T�`EI�. �Pho 4J'` �1T ,k. RADON 6AS_R W R. S., $0.00 A ORMATIO*-q RADON CO 0.00 -Name F O LR._v... `w. �" ' �' CAPITAL IMPR4 E. 7"$0 X30 . ddk6 s , SEWER TAP, $0.00 °i CROSS CONNECTION Type: 3 SEC N ' IM'3 P.AyCT FEE ��� 0.60 90 .0q t SCHAR+ E ATL SCR NQ710E-ALL CONCRETE DORMS ANQ FOOTINGS MU&T 8E 1'NSI�EC7EQ BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUIO)I-NG MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE BLEARED UP AND HAULED AWAY BY EITHER'CONTRACTOR OR OWNER �fFAILURE TO CC#MPLY:VITH; THE MECHANICS' LIEN LAW CAN RESULT IN THE P OPERIN,0'' ItNER PAYING TWICE FOR SUILQING IMPROVEMENTS." . MSUED ACCORDING.TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION-FOR } ION'OAPPLICABLE PROVISIONS OF LAW. ( 00000000 000DOS1#140 $47,00 14 } ATLANTIC BEACH BUILDING DEPARTMENT 8491 10/13/54 41 kpt: 270 P BY. BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC aaACN. PLOIIIDA aaasa APPLICATION FOR MECHANICAL PERMIT CALWN NUMBER IMPORTANT — Applicant to complete all items in sections 1, 11, III, and IV. I' C e 1''t 1LocAT,oN street Add..a: Of latwYNing sheets: Iatwage C✓eST l6r ti And WP S T T� WILDING sub-di.iNea ec. 'AJ 11. IDENTIFICATION — To be completed by all epplicents, In consideration of permit given for doing file work as described in the above statement we hereby agree to perforin said work in accordance with the attactud plans and specifications which are a pert hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed tkerein. Nw of Mechanical CeoMNlwt Cealrecfer (hint) s-1J C e/flee ti C, MOO" Neve of keverty Owner tiigae%ft of owner sh)ealwa of or AdhwiYd Ageof Anhifeal w ingiMet III. 004RAL TION A. Typo of beefing W. e. 10 OTNM CONSTQICTION mine 0011116 ON THIS MIILD04 ON SITK1__ O G«—O tl (3 "etwel O Cal"Uf t 0 09 IR Yu, e1va NYMBtR 01 WNSTIMICTIOM PSIIMIT _14 06 C) 6 /q y /f✓ O abw — Spot y IV. MKNANICIIL RptlMbflMfT 10 M WWAUMP NATIMIB OF WORK (Fwvids omampiNe lid of , sI P Mlle on Mel of 06 bawl Cr9.'�Awkdantlal or O com"Welal jr- 14"t14"tO spec O RommeW O Cwda1 O iAew Ud'/N BuNAV (0 4 Ge'iw CoedAieeies: O Reeve Q Cemiwl , O GdNMfs BuM011q Q Duct syaloes: Mahn- �� ❑ Nipaoall 8-1 et oxlakap hraam Modwwu f vfT ❑ Now MlaaNallan(Ne yraam P's ffM>It+ 4 O Raf.igewta« O IXUAdW of add-on to«dales$)@Ipf O Q Fifa sprieYwe: Nstesbee of haat O tiienfina swulttarl IMwn/! O took (WA4W) Ralllelle O LPG .wtt�erl O U.Rred rr«we vesq Q Otbr — spa* Am"a.. L Vr ALL EQUIPMENT AM OONDITIONWG AND MYRIG IIATION EQU!lM srf....r V.Ifi n..err>.ew. Baer Ig,ND..T t� ( ,► y,� 12 -` �,, 90 OM14ER BUILDER PERMIT AFFIDAVIT "�b Stuto of Florida City ut Atlantic Beach BEFORE ME, the undersigned authority, personally hppearvd who upon fitmat L*Anr duly deposes and says s I• ewQv................... ...rrww/ and the 1v961 owner of the following propertyi Subdivision ..wSac tti • .._�, Block wL�. w..ww Late..r-.— •�.�____-... AKA I so applying for a building permit pursuant :o . %he Owner Builder exemption set forth in Florida Statute, Section 465. 103. Florida lav requires that I .havo boon provided with the following DISCLOSURE STATEMENTt DISCLOSURE STATEMENT •State lav requires construction to be done by licensed contractors. You have applied for a permit under an ixewption to that lay. The exemption allows you# as the owner of your property* to ,act as your own contractor even though you do not have a licenses. You must supervise the construction yourself. You may build or improve a one - or two family rosidonce or a farm outbuilding. You may also build or improve a commercial building at a coat of 025#000.00 or loss. The building must be for your use and occupancy. It way not be built for sale or base. If you sell or leebo more than one building you have built yourself within one year after the construction is complete* the lav will presume that you built it tar sale or lease, which is a violation of this ememption. Your construction oust be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state lav and by county or municipal licensing ordinances. I hereby acknowledge that I have road the above DISCLOSURE STATEMENT and that I comply with •11 the requirements for the issuance of an Owner-Buildor permit. Further, affiant sayeth not. Pr arty Own*r Scorn to and subscribed t,etore �• this 13 d y P�3 3844 k DlPAR't`MENT OF BURRING' CITY 00 ATLANTIC,89,A . INFORMATION, . T I ON t . _.. .. _---LOCATION INFORMAFE T t umIW►er: 86 Address; 7 ' CAMELA STREET '.? -� ?'TL :DTIC BZACH, FLORIDA 32233 I LEC3AL DESCRIPTION ---- ----- Ca str: 'Type: VINYL ' Lot: '111ock section: _ Pr aQsa Ise: SINGLE FAMILY t Town hip RNC, 0 i > we, Ings : I Ccy ': 0 8ubdiV, s on: sec b I Estimated Value: $0.£}0 "''Prov. Cast : $0 .00 ' 'Total 'Fees: _$53.50 'Amount $53. 50 DI,► / J9 N r . ,` € r fixtutes,fixtureti . excluded l TION _. --- �-=-- .AQP#LICATION FE�CI� j; Name �� 41, PEMI T �53 . 50 a 4 ^ w Add_.� , ,: STREETCAR -IMPACT FSE $0.00 CHS T`LCFIDA 2 3 S; IMPA+✓ FEE $0 .00 TPS?. P - N ,R.S. .�� «_. . `T NF MAT;CSN -- _. .. ,. RADON CAIS 5% $0.00 Nsme,w & LNC11 CAPITAL IMPROVE. $0.00 r,w ."_.. �... .,. '. ,SSR .:'TAP . _._.. X0.00 Addre. s *. 38 AC HLVL� � �! €.,.P`"► 2 4 CROSS CONNECT I ON x4 .00' Lia s+ CFO 3 Types.: 0 SEC N IMPACT FEE 0.04 Ct NST.SURCHARGE �1�!� L�O.` SC014 1 R� AT .ECFI. 4 I ,. OTESt 4 r I t f I h . NQTICE--A1LL.ONCRETE FORMS AND FOOTINGS MUST,B�Ili SPIECT€&SIEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUtIDtNG MATERIAL,RUBBISH AND D ORIS FROM THIS WORK MUST NOTOE,PLACED#N PUBLIC SPACE,AND MUST BE CLEARib UP AND HAULE{.1'AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW ;CAN RESULT IN TIDE C?PE TY OWNER PAYING 1'`w10E FO R BUILDING IMP ' VEMgNTS." ,iSSU D ACOORDING TO APPROVED PLANS WHICH ARE PART O!" THIS PERMtT AND SUBJECT TO RE -FOR, VIOLATI'C?N OF APPLICABLE PROVISIONS OF LAW. . 'ATLANTIC.OEACH BUILDING DEPARTMENT, 8y ., ti DEPARTMENT OF BUILOINQ ; s CITY OF ATLANTIC'SEACH ~_ PElm IT INFORMATION ; LOCATION INFORMATION ---,:----�-_ I?er t Numb r v 8446 A�Idx�e>�� : 108 CAR�RELIA STREET P r� i.t TypeI 'U'TYLI"TI S AT'LAN T'I.0 'BEACH, FLORIDA, 3223? . Ot Ck NEW _,._ ---- � Yr��AL DESCRIPTION ,.. Coll$tr T ,tae: WOOD FRAE Bi 0ck< 134 ' , Section: H 'P ed U e s S I NOLE FA I Ly Township; " r R z 1 code, Ubdn SECTION tlmated VaIuew I roV. Cost : Total 5 ID 0 ,rQA W r � ATION � - �- APPLICATION FEES ray ++ {{w...'.. .. F'ERtIT . . Aci A STREET' WA INFAC Ix'EE;7 �? >00 ' CH, 'FLORI ` RADON "(;AS_H.R. S. O.Oq t XFORMATJON RAISON CAE Rpt } NERF' •'C"ALF'RC►dE00, , .. SEWER TAP $0.00 s k, HYDRAULIC, SHARE $0 ,00 l Lx pe" 1 'CROSS �CONNECT"ION 00 ACp ,H IMPACT FEE NOTES:. 1 NO"TIC9--ALL CONCRETE FORMS AND,FOOTING MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BIIiLDiNt MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST -IN PLACED IN PUBLIC SPACE,AND MUST BE CIrEARED UP AND HAULED AWAY BY EITHER CONTRACTQR OR OWNER ` F�tLURE TO 04MPLX WITH THE MECHANI•CS' LIEN LA►W CAN RESULT IN "CNS RI~3P' RTY OWNER PAYING TWICE FOR 13UILaIN IMPROVEMENTS." -.ISSUED ACCOI4DING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR IOLAfiIOfi+1 Qf=<APRLICABLE PAOVISIQN8 OF LAW. t 1 ATLANTIC BEACH BUILDING DEPARTMENT 00000w 000000000 in 00 80 I IaI 6/02/9401 i�pts 0056721 ay: 3r 53 { n,�.�._..._ w ..r. ., . . ., o_ , r 8 i XR r y. ID EP # • '.. "aa tw $ CITY OF ATLANTIC r_..� �.. ° ' ► . "fi t : B" s tK :' 700 t�AM�:L�� ' '�It�I�'� ? tit; ' s BLTILI3TiCiTT�A?�ITC REACH, FL�JRD� 3 c� L, SCRIPTIOU, ''Work NEW Lt��� � B7 cock 134 S cta.on ` �; H `F r t; . WOOD FI�J P ct d. seg SINGLE EA i LY. Zow+��h�!P II G. 4 8. 9 D a rtg Code". 0 (!wt art >E ! > t �► diu . ' .13 1299" 1 q .I Ot ov. Cos tFees! i'4. 57 . ,1 i;Ount Paid. = � 1 57w a VOL ICA �. , ;. • :,I3tt $262 , $0 pid€11 y TI EI T �' t AT IFt IMPACT FEE >04 F t ?h_ 322 S, R I #P CT ;E'ER $1250 .00, Pl 6 �a N: TE "TAP f� 0 ° z PT C D 'CA PIT ,.INPROV . $3 :Uig � do ! SE's Up to .QE9 w t yyyl k `t"? IlType% .1, C 3 S . ClNNECTION $35.00 C , ; SEC,R IMPACT FEE, 0 .04 l con ST S#kCHARG ,. ;°�+' ' sP'�"�',&d'«rs¢ , zma�. �^+:+^xxemm »vwrMv ✓waw^ pm� ,o.«..,�em,.�;x a+. � � '. ` , 199 CITY OF ATLANTIC BCH NoTI�CE.-ALLcoNCRET r=ol is ANC Ft10TING MUST 13E,.1N$�cTEflty�EFOIiE�ou�tlNa Vt fl,Sl�t�Ni 31�TF S A ���DATE: oa✓� �31NC tiAATEMAL,RUBBISH AND;[ SRIS;FAOM THIS WORK MUST N'OT�E !Ik;ACED IN PUBLIC SPACE,,AND MUST 8E r4 UP AND<HAULE k AWAY BY EITHER CCIF+i fiAAdTOR OR 4WNlEp,: AL.U;R TO G©�11F1.Y .1NITH THE IVIE+CHI����: ' L���� LaW GAN R,��t�i.T IN OW014,,6� PAYlNO3 � ► wEt�tEntTs.,, UEDR)?uJ •ACCORDINO TO APPROVED.j LANS WHICH PART OF THIS PEtt AND SUBJ--ECT TO REVOCATION FOR ATt©N OFAPPLICABLE PROVISIONS,OF LAW. .. ATLAIf!G 8 CH BtlILDIN DEA # K 11^ ¢q+R CRY6h J t; %w 5/2779k 00 w1ot 1 ftp tI .W , CITY OF ATLANTIC BEACH, FLORIDA Approved Oy APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 30 A26- IMPORTANT 2G-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. C-ij G e,v e L oNCr ELECTRICAL FIRM: MASTERELECTRICIAN 70 NAME E L)GeAJ2 l-QNG ADDRESS: . C*W e li 14 .5 7- RFD BOX BLDG.SIZE- ���� �� BETWEEN: RES.( 1 APT.( ) COMM.( ) PUBLIC( i INDUS.( 1 NEW(v✓" OLD 1 i REW.( ► ADDITION( ) TRAILER ( ) TEMP.( 1 SIGNS ( ) SO.FT. SERVICE: NEW(vV" INCREASE ( ► REPAIR ( ) FEE CONDUCTOR SIZE 9& AMPS ,&itn COPPER ALUM. SWITCH OR BREAKER Z 60 AMPS PH W 246 VOLT RACEWAY EXIST.SERV.SIZE Al) AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT OVER MOTORS H.P. I VOLTAGE PHS NO. I N.P. VOLTAGE PHS MISCELLANEOUS jj, 11 J111,11NA 11 1! Tertiftrate of MccupunrV (situ of Atlantic Ncac# — Nloriba Department of suifbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use Classification 'wmiiy RL-Sideac Bldg. Permit No. 8400 Group w.frame Type Construction 'f Fire District Alan"1C Beach Owner of Building Eiigeiie Long Address 8900 341e 1.ia Street Build9QAddress 7OO" GWI lia Stre-et Locality tli nnc Beach, FL 32233 i e By. DON C. FORD -- wilding ficial i Date: POST IN A CONSPICUOUS PLACE i =ft=MMA11.1=0—MMIC bill- 61 ! I I ; d � r W 6 Qz 6 Vm I-,F,�. fF•rT + FFfrp + �d�� FF=B� ► ffjr`.'� r , , °r AMELIA ST BEET f I I I I I 6 i 5v i 4 13 .rf= %=�¢' I F_F= 96Iir='RS Fi�'�o I fs�=/ot ! FF•/oz `F•dv Ff•9.� ! i I - ffs�p { �'F=1��j f`"-lay �F=�a�'j F.r•=ro.� j �,�og __ J- __� 6 5 + z 4 3 + l3 + IA"l N T , E E CITY OF AATLANTIC BEACH PERMIT CALCULATION SHEET Address C^ s- Date `" 2 (-/ Heated Square Footage 15-1)-_-@ $ per sq ft = $ _, 7 Garage/Shed 33 C _@ $_ Per sq ft = $ Carport/Porch _@ $,_!+o® per sq ft = $ _ Decky @ $ per sq ft = $ Patio 3 @ per sq ft = $ �- TOTAL VALUATION : $ _ � © lS � D $ � SDo To111 ,1 Valuation 1st $ 4e)o© r7 �r, M 0 -0 $ / 1 66,00 Remaining Value $ ®aper thousand o' portion thereof TOTAL BUILDING FEE $ 7-3 .00 + 1/2 Filing Fee $ YTTO — ( ) Fireplaces @ $15 . 00 $ 0 BUILDING PERMIT FEE >—o WATER IMPACT FEE $_ IS D.©O SEWER IMPACT FEE $ l-S o -0 WATER METER/TAP $ —(OD " CAPITAL IMPROVEMENT 6C2s SEWER TAP $ O (flS'v) RADON (HRS) 0050 $ SS.IS,- SECTION H PAVING ( S"O� ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ =o 0 (((YO) SURCHARGE .0050 $ S -OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; Swimm►ingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 7O S CA/vi C-/_1,4 S-reee OWNER OF PROPERTY: r u G G►E LaaCr BUILDING CONTRACTOR: cvz PLUMBING CONTRACTOR PLv l-"a',u G G 0m PAw Z/ AND ADDRESS: Z-19 7 66AC14 BLVD TELEPHONE NUMBER: -123 — 3585 STATE LICENSE NO: G Fco 22S°l3 r TYPE OF BUILDING: TYPE OF WORK: P'\0 r y_-fUPE.S HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS 2- LAVATORY WATER HEATERS 2 BATH TUBS DISHWASHERS URINALS DISPOSALS Z CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: x $3. 50 + $15.00 = $ 5 3•so ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION 'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ROi'Ek�'f DE.CRIPTION lj -__ 1994 H0)O S►�.,HN01 1140, 1) ,o� y---�---F31ock S �3 / _Section ,� A7l.AV 111' BI ACI FL()Klt>:�;==ii c-ss, ---_--- Building and �onlnP, �TF:�E111ONL)904) 247-5800 ___ F.,%X(904) .47-5805 subdivision:-----4jY////J�------------------------- Street flame_ ��}'1'- DESCRIP'TION OF WORK Ir Address:-_-+ 2------ If in a FLOOD HAZARD 'lcod Zone: �� ----__area complete page 3. Brief A/_kj 2e5i 0 ABY')►4 L. Description: C®c/STkLcT o0'J Clens of Work: (New/Remodel/Addition)___�E�✓ OHING INFORMATION Type of �+ Construction: SL p6 lJaa� ------ oningp __Proposed L iif: Q -istrict 1\ S Z- Use:____R„� /i1? ------ Ei3timated Value 9-_--7__7� xceptions orMaterials:---------------------------- ariances Granted%_____-0--------------- Solid or Filled ---------------------- --------------- Ground:_-"bL -t....Raof t If OWNER INFORMATION 41t TO Method of Heating:_# _-- K1------ Property Ovner:_EL)ST_'-NtF6,L0/U6- _ Phone: 14&0 470� -----__..._-----_---__-_ _-------------- Moiling Address &-3 2— C—Arh 64-1 4 S T _LqTLt9M i Cr_ QE�IC�f------ zip: 322.33 -2.522- CONTRACTOR INFORMATION Contractor: a ----------------------------------- Phone: -------------- Mailing .2 Addrepe:-------. ---'e_ !L S---- 460UtC --------------- ------------------------------------------------ Zip' ------------ Expiration License Number: Date: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND X14OW THE SAME TO VE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WOrm rltL rE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT YRE.',u'A Tr7 t '.t GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL �S•. �. REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVFRIIINO OF CONSTRUCTION ns PERFORMANCE OF CONSTRUCTION OF T14E PROJLC'r. I UNDERr;TAND THAT THE ISSUANCE OF THis YLRP1:11 _.�1,\!�1'.•�,.,,,� CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND .t7PPORTIN.; 911t DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature M Contractor �iQnoture Dote FLOODPLAIN DEVELOPMENT INFORMATION Type of Development:_�L_�d° .-_RC�Si�l1 ? ie_____� ' vS `{�'1 -f r-p'-______- Flood 2one:_____�________________ Required Lowest Floor Elevation:_______________ If building is located within a flood hazard zone, a survey must be tiaade 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. r COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit Is contingent upon the above information being correct and that the plans and supporting date 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 S��'(` `�' Applicant's Signature ----------------------------------------------------- Department Use Required Lowest Floor Elevation _________________ As Built Lowest Floor Elevation Survey Filed with Building Department ........... -------------- Building-Department-Representativz page 3 Pelee QUolume 'i'A"" It 1994 APPLICATION FOR WATER AND/OR SEWER TAP 'Djuilding and Zoninri APPLICANT NAME__ / -----------------------cw---- -------- E- MAILING ADDRESS PHONE NUMBER DATE SERVICE REQUESTED- ------ ------ ------------- SERVICE LOCATION ______ D _� _ /�C _ �'3 _ J ��� �U�I_� ------------------------------------------------ DATE SENT TO DATE RETURNED PUBLIC WORKSl l TO BUILD. DPT. , DATE OWNER NOTIFIED l wsRECEIVED vl� e MAY 111994 P-UBL112 WORKS \b, CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. 2 BATHROOM GROUP CONSISTING OF V SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) ( Z ® WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) > POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) _KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS ' @ $20.00 EACH $ 3 0 JOB INFORMATION /�-- ~ ° pT iunity FL0�I�A ENEK�Y �FFIClENCY C;DE F�R BUILDIN� �0N�TKUCTI0N FOAM DA-�3 R�oidon�lal �mmcun�nt Praa�riptive M6t�od A NU�TH PROJECT NAM[ QUILDIL"R - A ' PER�ITTIN� ' LLIMATE ND ADDRE�� � . ' OWNERMIT NO ' | JURI6DI�TIUN l . 1, w cc)notruction or addiLion 1 - New C�natru��iVn _ _ �inwl� ��milY �e��ch�d �r Mul�i�amily attn�h�J � . �in�1a-Fam�ly � . I| Multifam1ly-NV . of units � - O MultifamiLy , io wor�t C,aou ( YaS/no ) 4 . 5 . Cunditione fLoor mYoa q .ft . ) � . Pr�d�0�nan� eavm ov�rhanq over h"71 nc�Lh ( ft ' ) 7 . 0 .00 8 ' Glas s area and 'uYp� nqlc Puno �oubl� Pan� D .D�qft 0 .00aqtL [int , film or oolar 4- 1, 14� .8OoqfC _ � . F1��r typ� �nd iDoul�tion � a ' �lab on �rada ( R-:alue " p&rim8 . ) �o 'R= O '�O lO 'Net Wall tyPe area and inSulation . a ' Ex�uri�r � � . ���d fr�N� ( Inaulution R-ualu� ) 1Oa-2 �=11 .D0 , 11 .L�ilin� typc' a7ea and inoulation � a . Under aL'Lio ( Insulation R-va1om ) 11aqft _ l2 '(iir di�stribution syo��ill a a . DucLo ( Insulatiun + Lu��tionl2aO , uncvnd _ I3 'Coolin'� aY�t�m 1� . Type � �E[IFI - 1� .Haating �yotmm� 15 'Hot wutor eYam � 15 . Typa : Elaotri� 16 'Hmt W a t tIIR, H'aat R0oc)vry . DHP-Dedid 1- t mp ) l7In1il�rat,ion practiom� 18 'HV' C CrediL� ( �F-C�ilin� Fan , CV-�)�ouo xent , 18 . CF CV R8 HF-Wholm housa fan , " t" Jo I diant borr1mr , MZ-Multizuno � 19 'LPl ( mu�t D�L ax���d 10O pointS ) e . Tut�l Aa _Built points 19a ' I4447 .4I b . Total 8a�� pVinto 19b ' 15�47 .49 _ ------------------------------------------------------------------------------- l Her�by certify that LhE' plana and | kavi*u hplans and opcoificatonu ope��tio�tinno �Vv�rad bY Lhi� oulnu- | ,o:�r�d �y thi� uulculation f)(I lotion ar� in compliance with the with th� Florida En�r�Y FL0- rida Enmr'qy Cod 0 . | C�d� . �ot�r� �un�tru�Lioo io �umpl�Lmd buildinq will be inopoclted fur PREPA8ED _ | �omp1ianc� in aucordawith �eo�iun 553 .908 I hereby c�rtify that this buildin� is | in compliance wiLh Florida Enar@y | Lp�e ' | ' /7-- ----- 0WNEFrf' _ | BUILDIN� 0FFIGIAL '�� ' DATE KUMMER CALCULATIONS BASE AS-BUILT "LASS ------- ------ URIEN AREA x BSPM POINTS I SC ORIEN AREA x SPM x SOF POINTS --- ------- -------------- ----------- I ----- ------------------------------ --- 1__ _ _ N 41 .20 65 .8 2711 .0 DBL rINT N 10 .0 34 .9 .69 2 4 0 DBL TINT N 31 .2 34 .9 .69 751 . ,..' E 28 .bo 6sm 1881 .9 DBL TINJ E 12 .0 68 .9 .57 4/1 .�� DBL TINT E 16 .6 689 .57 651 .'? 0 48 .00 65 .8 3158 .4 I DBL TINT S 24 .0 58 .2 .45 620 .1-1 D8L TINT & 24 .0 58 .2 .45 628n,) W 30 .00 65 .8 1974 .0 DBL TINT W 100 58 .9 . 57 - - - - --------------------------- -- - . 15 x COND . FLOOR TOTAL GLASS - ADV x GLASS ADJ GLASS A R I'_A AREA FACTOR POINTS POINTS PO I N1 .15 1 . 141 .80 147 .80 1 . 159 9 ,72S .24 11 .269 .S7 NON GLASS- ---------- - AREA x BSPM = POINTSI R-VALUE AREA x SPM POIfid V. - -- -------- - -------------------- - --------------- ---- ---------------------- - - - -- WALLS------- ----------- Ext 899 .0 .9 809 . 1 i ExL Wood Frama 11 .0 899 .0 1 � 70 1528Z_-'' DOORb- ------------ -- Ext 38 .0 6 . 1 231 .8 Ext insulated 38 .0 4 . 10 UA 1141 .0 .6 685 . 1 I Undo, Attm jO .0 1141 .8 .60 685 . 1 FLOORS- - -------------- Sib 1148 .0 -37 .0 -42476 .0 I Slab on w a d o .0 1148 .0 41 .20 4729Z .,', INFILTRATION---------- 1141 .8 8 .0 9134 .4 1141 .8 5 -20 TOTAL SUMMER POINTS ' 20 .346 .0b 04 .440 .V FUTAL x SYSTEM COOLING i YUIAL x CAP x DUCT x MYSIEM x CREDIT COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINV., -20 .346 .05 .37 -7 .528 .04 : -04 .440 .41 1 .00 1 ,100 .310 .817 -9 .S94 .7,4 WINTER CALCULATI=, BASE AS-BUILI ORILN AREA x BWPM POINTS TYPE SC ORIEN AREA x WPM x WOF POINV, ------------------------------- - ---- - - -- - --------------- ------------- ----- ---- N 41 .20 -10 .6 -436 .7 I DBL TINT N I () .0 8 . 1 1 .48 1 !Q ,' DBL TINT N 31 .2 8 . 1 1 .48 374A,.', is 28 .bo _10 .6 -303 .2 DBL TINT E 12 .0 - 5 . 7 - .24 DBL TINT E 16 .6 -5 .7 - .24 5 48 .00 -10 .6 -50U .8 DBL TINT S 24 .0 -22 .3 .27 - 144 .!.,,) DBL TINT S 24 .0 -22 .3 .27 -144 ...... W jo .00 -10 .6 318 .0 ORL YINf W 30 .0 -5 . 7 - .24 41Z,) ------------- ------------- - . 15 x COND . FLOOR / TOTAL GLASS ADj . x GLASS ADJ GLAS.'.,, AREA AREA FACTOR POINTS POINTS POINK, . 15 1 . 141 .80 14/ .80 1 . 159 . 1 .566 .68 - 1 .815 .46 285 .0.:, NON AREA x SWPM - POINTS TIPL. R- VALUE AREA WPM . POINK ------------------------------ -- - --- ---- - --------------------- ---- - - Lxt 899 .0 2 .2 Ext Wood Frame 11 .0 899 .0 0 . 70 3jVo , .,4 Ext 38 .0 12 .3 46/ .4 EXt InSUlate,.1 ju .0 8 .40 .A1 9 . UA 1141 .8 1 .2 1370 .2 Undor AtLic, 30 .0 1141 .0 1 .20 Sib 1148 .0 an 10211. a Slab-onwa&� u 1146 .0 18 .80 0582 &r INFILTRATION----- ---- 1141 .8 7 .4 8449 .3I Pvactica %',; 1141 .8 4 . 10 4681 .,,' TOTAL WINTER POINTS 20 .06w .42 .064 .4,; TOTAL x SYSTEM - HEATING i TOTAL x CAP x DUCT x SYSTEM x CREDIT HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINT,,-,, 20 ,666 .42 .55 31 ,064 .bO 1 .00 1 .100 .426 .980 14 .495 .00 WATER HEATING BASE AS-BUIL! moo -v n N,U M 0E- MUL'l' TOTAL TANK VOLUME EF TANK x MULT x CREDIT TOTALL BEDRM',� RATIO MULTI' 3803 .0 11 .409 .00 40 .95 1 .000 3523 .3 no 9 .547 . 11,,' BASE AS-BUILT COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS t POINTS POINTS POINTS POINTS POINTS 'u!N Z528 .0 11366 .5 11409 .0 15 .247 .49 1 .9595 .0 14495 .3 9547 . 1 14 .447 .41. VINT&I EPI 94 .70 OW14ER BUILDER PERMIT AFFIDAVIT tbto of Florida ) City of Atlantic Beach ) BEFORE ME, the undersigned authority, personally apvrarvd ---- ---------- Who upon 919"t b.rinw duly worn, deposes and saysi I, ENS -• and the legal owner of the following propertyt Subdivision _- Block _ Lots__ AKA �,_.:0� �„f}rNe.l�i ic} -''_-• - _ I am applying for a building permit pursuant .o %#so Owner Builder exemption set forth in Florida Statute, Section 459. 107. Florida saw requires that IWhave been provided with thM following DISCLOSURE STATEMEUTt DISCLOSURE STATEMENT -State lav requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that lay. The exemption allows you, as the owner of your property* to ,act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - or two family residence ar a farm outbuilding. You may also build or improve a commercial building at a cost of •25,000.00 or less. The building must be for your use and occupancy. It may not be built for sale or lease. If you sell or leak& more than one building you have built yourself within one year after the construction is compl&te, the lav will presume that you built it for sale or lease, which is a violation of this exemption. Your construction must be done according to building codes and zoning regulations. It is your responsibility to make aura that people employed by you have licenses roquired by state law and by county or municipal licensing ordinances. I hereby acknowledge that I have read the above DISCLOSURE STATEMENT and that I comply with all the requirements for the issuance of an Owner-Builder permit. Further '•."a1"ttaint say&th not. Pru erty OWn.er f Sworn to and subscribed before me this _ _f_ _ a FLA. I061 s.wws RbMCO CORM Mr Ps 7 is.11 of ��xt �e��tt W"4PM1i W OYPL6GA/41 to tah m tt > twtt w The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property..V1gGAvT.....LOT.....��.....I.....SECT/ ....... ..... .......... . Id! .......»�»3 ...»�4�T... .. AC »"" 0 /dC.x d. 1�I&I-R ST. Q. ..:�TLAh�I'fC....... .....»» ..» ....»> ...T �..»....... U......6................................ »..»..»............ ......................... 0 mer y .2 ,vim . !!. ...............p......................».. .........»....o.».................... . .. ...............................-..................»........»........».......»............................. _................................».......»....».........._................................................................................................................._..........»....»........».�»..»...»..»............ General desviption of unProvements... o�tls.7 R u c7�............ e...... ..1.»..,h.....». 'e 11.5�2?lt�....r..................... It.-<6 s.„ere FEET .. .........». ......................................................... ........»...»............».».......». e Tz;.0.. ..»............ ...................................................................»..............................................................................................................».............................................. Owner........LC(.�.��E'ri� ......st....... mgx............ !V!t.......................................................».............».......................I................. Addreu.......632— ..CAM&Li.�.......5.Ts............9..�...���.,!�C�...... F�.............�L3�,-Ls ZL................ Owner's interest in site of the innproveiraet......... .`..Y..... aw, .�!�..» u,...11;„n° ».....».»..».»......»»»»..»...»».»................... Fee Simple Title holder (if other than ower) Name.......................................................................................................................................................................................».........»..».......................... Addrea....._....... ................................................»..............................................................»................»....................».......»».............. ..»........»........... Contractor...... 47kk ...»A»`-�..... ...................................................................................................».......».....»....»........»..»...»..».....» Ad&ea.............................................................................................................................».................»...........................................»»........ ....... Surety (if any)........... N -...............................................................................................................................................................».»..-...... Addre".....................................»..............»........».».............»..................................»...........................MiouM of ............. . ............ Nan» of person within the State of Florida des*wed by owner upon whom nobw or other do w ma may be served: Nam. ..... k D&&.......»....................................................................................».....»....»........... ..........»...........»».»............ Addreu...1�3Z....._..GI4MtC—L;. .... .. .`�........................Ar.: /�..._...f..............�.Z2 33.....15�Z:�»..... In addition to himself, owner designates the following person'to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (F), Florida Statutes. (Fill in at Owner's option). Name....................................................................».................»...».....................................»...»......»............»..................._........_..»»............................. AJ&% f...............................................................................»...............................................w.......,..._.....».... [NECA uUIDE For detailed information or the EPI rating number or for any ITEM listed , aoK Your Builder for EPI= 94 .8 DCA Form 60OA-93 or Form 600B-93 D 10 20 30 40 50 60 70 80 90 100 / ----------------------- ---- ----------X--- | [ha maximum allowable EPI is 100 ' The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Effisiancy High E1ficinncy SINGL CLR DBL TINT WINDOWG . , . . . . , . . , . . . ' . ' . . . . ' Double Tint | ---- -------------- -X | INSULATION . ' ' . . . . . . . , . ' - ' ' ' ' R- 10 R-3O Ceilinq R-Value . . . , . . . . ' 30 .0 | ---- ---------------�- | R -(0 R-7 Wall R-Value . . ' ' . . ' . . 11 .0 | --------------------X | �-O R- I') / / Floor R-Value . ' ' . , ' . . ' 0 .0 . �-------------------- / AIR CONDITZONER . . . . . . ' . . . . ' ^ 10 .0 SEER 17 'D SEER/EER . . . ' . . , ' . . . . ' ' . . ' ' 11 '0 | --X------------------ | 9 '7 EER 16 .0 HEATING SYSTEM ' . ' . . . . ' ' . . . ' . 6 .8 HSPF l� .� Electric COP/H5PF . . . . . ' . . 8 .D | ----X---------------- | 0 ./8 AFUE 0 '90 Lao AFUE . . . . . ' ' . . ' ' ' 0 .00 | --------------------- � WATER HEATER . . . . ' ' ' . ' . ' . . . . . O .�8 O .96 Electric EF . . . ' . ' . ' . . , . . . 0 .95 | ------------- ----X--- � O .54 O '1O GasEF . ' . . , ' ' . . . . . . . 0U | --------------------- | 0 .40 D .8O SolarEF . ' . ' ' . . . ' . . . . . | ------------ -- ------ - OTHER FEATURES . . ' ' ' ' . . . ' . ' . . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I certify that these aneroy aav1oA foaturas required for the Florida Eneroy Code have been installed in this house . Ouilday Address : - S1qnatura : _ ....... __DaLe cit y/Zip___________________ __.__ _ Florida E))erpy Code for Building ConaLruct1Vr/ - 199� Florida Department of Community F! LPL CARD`T� HIUHT-i LOAD AND LUUIPMENT SUMMARY 10 BY ' job 0. Wthr Washington National AP DC, 4one WINTER DEGiGN CONDITIONS KUMMEN DEbIbN CONDI TIUN,, Outside db ,, 17 Deq r Outside db :: 91 Den is fnsido db: 70 Deg F insidc db -• 75 Deq r Des= TD : 53 Deq f Design TD . 16 Deq F Daily Range" M Re! . Hum . . 50 % Grains Water K Ar HEATING SUMMARYSENSIBLE COOLING EQUIP LOAD SIZINC, A= Heat Los.:, 0 Utuh structura 0 Btu:-, Ventilation Av- 0 CFM Ventilatio'n 0 Btuh Vant Air Loss 0 Btuh Design ramp . 6winq 3 .0 Daq Design Heat Load 0 Btuh Use Mfg . Data I) Rate/swinq Mult . 0 .9-1) Total Sens Equip Load 0 Btuh INFILTRATION LATENT COOLING EQUIP LOAD SIZIN(,-, Const Qua! a 4 Fireplaces 0 Internal Gains 0 Btuh Ventilation () 8 t U ri HEATING COOLING Intiitratioi-, 0 Btuh Area ( sq , tt , ) Q lot Lawrit Equip Load 0 utuh Volume ( cu . ft . ) 0 11.) Air Channies/Hour 1 .2 0 .5 fatal Equip Load 0 6tW-i Equivalent CFM 0 0 HEATING EQUIPMENT SUMMARY LOOLING EQUIPMENT SUMMARY Ma W Mal ko Model Model Efficiency / HbPF On GOP/EER/SEER 0 .0 Heating Input 0 Btuh Sonsible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heat no Temp Rise 60 Deg F Total Lool.inq 0 Btuh Actual Heating Fan 0 CFM Actual Cooling I a ri () 0 V1 Htp Air Flow hactor 0 .000 CFM/Etuh VIq Air Flow Factor 0 .000 CFM/Btw . �pal e fhevmostat L o 6 d sons Heat Ratio MANUAL i : 7th Ed . RIGHT- 0 V1 .70 S/N 2611) 0—f—h K— ArcA om �"�* oil r "M"Iv�mmnf_ "t mon"al r�rm i RIGHl -J CALLULATlDN PR0CLDURLS AOX ,: job A . 6- 10-9j Procedure A - Winter Infiltration HTM Calculation* ----- ----------------------------------------------------------------- | 1 ' Winter Infiltration CFM ' . . / 1 .2 AC/HR x U Gu .Ft . X O .0167 O CFM | . ' / . | 2 . Winter Infiltration Btuh ` . / 0 CFM x 53 Winter TD D Btuh | . . . . | 3 ' Winter Infiltration HTM ' / . . D 8tuh / O Total Window = 0 .0 HTM ` / ' . / & Door Area ' ---------------------------------------------------------------------- Procedure 6 - Summer Infiltration HTM Calcu1atipn» ______________________________________________________________________ | 1 . Summer Infiltration CFM ' . . . 0 '5 AC/HR x 0 Cu .Ft . x 0 '0167 O CFM ' . . . . / . / 2 ' Summar Infiltration Btuh ' . . / 1 . 1 x O CFM x 16 Summer TD D Btuh ' . / . � | 3 ' Summer Infiltration HTM ' . / . O Btuh D Total Window = 0 .0 HTM ' . ' ' / & Door Area ' / ------------------------------------------ ---------------------------� Prooadure C - Latent Infiltration Gain ---------------------------------------------------------------------- | O '6�� x 36 qr 'd1ff ' w O CFM = O Btuh | -------------------------- --- ------- --------------- ------ ------ -------- Procmduru D - Equipment Sizing Luado ----------------- ------- -- -------- --------- - - `------------------------- | 1 . Sensible bizlng Load ' | Sensible Ventilation Load ' | 1 . 1 x D Va8t .CFM X lb Summer TD = 0 Btuh � | sensible Load tor Structure ( Lino 19 ) + U Btuh | . / . Sum at Ventilation and Structure Loads = 0 Btuh | | Rating and Temperature Swing Multip1i� x O 95 RSM ' / . . . Equipment Sizing Load - wDsiblm + O Btuh / . / . , | 2 ' Latent Sizing Load ' . . / . . ' / Latent Ventilation Load ' . / / 0 ,68 x O Vent 'CFM x 3b �r 'diff ' = 0 Btuh ' . ' . Internal Loads = 230 x 0 No . People + O Btuh | | Infiltration Load From Procedure C + 0 Btuh ' . / . Equ1pNent Sizing Load - Latent = 0 Btuh | Construction Quality Quality is : a No . u1 Fireplaces is : O MANUAL J : 7th Ed ' RIGHl-J : V1 '7D S/N 2619 Printout certified by ACLA to meet all requirements of Manual Form J Job 4 ' zone '�' 6-10-9'�; ----- MANUAL V 7th Ed , ---- RIGHT -J : 1 '707 ---- S/N 2619 --- Page 1 ---- ' l | Name of Room / | 2 | Running Ft ' Exposed Wall | O 'O Ft ' | Ft ' | | 31 Room Dimensions . Ft ' | 0 '0 x O 'O Ft ' | x Ft ' | | 4 | Cmilngo ,Ft | Condit ' Option ! 0 '0 | | | | / -___-______-____-__________ -__-_____-_______-____-__ . ____--__-_-__-_-____ / / . . | TYPE OF | ! CST ; HTM | Area | Btuh | Area | Btuh | | EXPOSURE ' | NO ' | Htg NO | Lenoth | Htg | Clo ! Length ! Htg | Clg | / ____-______-_____-__________________________-_-_____ / _______-__________-_ . / | 51 Gross K | O 'O | 0 '01 0 | | | Exposed | b | | D 'D | 0 .0 | O | | | Walls and | o | ' 0 .01 0 '01 0 / | / Partitions | d | | 0 .01 0 .01 O | | 0 .01 D 'O '. O '/ ` . . . . . / . . | | Al | 0 '0 | 0 '0 | 0 | . _____________--___________-____ . -------------------- / ' ' ' | 6 | Windows | a | | 0 .0 | V* | O | O | | | & Glass | b | | 0 '0 | ' O | 01 | | Doors Htq ' | o | | 0 .0 | O | O | | | | | | d | | 0 ,01 O | 01 | | | a | | 0 .0 | O | 0 | | | | f | | 0 '01 O | D | --______-__-____-___ . _____________-____-_ . ' / | 71 Windows | North | D 'O | 0 | O | '. | & Glees / NE&NW Vol � / O ' ' | | Doors Clq ' / E&W | 0 '0 | 01 | D / | | | SE&SW | 0 .0 | 01 01 | | | South | 0 '0 | O | D | | | | Horz | 0 .0 ; O / / ���� / O ' ' . / / . . ---------- --------------------- / / ' | 31 0thr doors | a | | 0 .0 | OA : 0 | 0 | O | | | | | | | b | | O . 0 | O | 0 | 0 | | | | / -_________-___________-___-____ . __-_-_____-_________ . ____-__-__-__-___-__ / . / / / | 9 | Net | a | | D 'D | O 'D | 0 | 0 | | | Exposed | b | | O .O | 0 .0 | O | O | O | | | | | | Walla and | o | | 0 '01 0 '0 | 0 | 0 ' O | | | Partitions | d | | V0 | 0 '0 | 0 | O | 0 | | | | O O / O 0 | O ' � ' O ' . . ' . ' / / O | 0 | . ' . ----__--___-__-____---_____-__- . ________-__-_-_- --_- . _--_______-_--_____- / / / / ' 1101 Collings | a | | 0 .0 | 0 .0 O | 0 | D | | | | | | | b | | 0 � | O O | G. ' ' D 'O | 0 -0 | O | . . . . . ___--___---______________-____- ------ -- ------------ . / | 111 Floors | a | | . 0 D | O � | 0 | � | O ' ' ' . . / | | | b | | D0 | 0 '� | O '. 0 /' . OD ' U ' / � ./ 0 / . . � . . . _______'-________-_____________ / _______-____________ / ______--___--__-____ . . . / . | 12 | Infiltration a | 0 � | D O | � | O | � ' / / ' ' - / . . . . ___--_-_____-__________________ . ___-_____________-__ . _- ____-_______--___- . / / ' ' | 13 | Subtot Btuh Loos=b+8 +11+l� | �*�� | O | ' ' 041 Duct Btuh Loss | 0% | 0 / / 1151 Total Btuh Loss = 13+14 O | ---------- --- - ---- -- ' / | 16 | Int . Gains : People @ 3001 O | :*** | O | | | Appl ' @ 1200 | 01 01 | 17 | subtoL RSM Gain=7+8 . . +12+16 | '*** | O | too* / | | 181 Duct Btuh Gain | 0% | D | 1191 Tutal RSH Gain = 17+18 | t*** | 0 | 001 CFM Air Required | 0 | D | --- Printout cartifind by ACCA to m,Et all requiramsnts o| Manual Form J -- MANUAL._ J: 7th Lca 'v'1 .7C 'S N e_'61`�, W W U W G L > t) N is W c W D R L. A W R A I I �.:.. l7 � R R to �I� 71 r JOB ADDRESS SSD �(� � A ` TYPE WOR% S`-" _` 4 PROPERTY O - TF7', THONE CONTRACT'D� all ( ) TEL FPR0 PERMIT a ILL DATE INSPEmom. FoomvG 7/2-2>101 SLOB �3- a a TIE BEAM LrNTEL NAILING G FRAMvGXOYER UP 9-;LO-O/ INSUTA17ON FINAL R77ILDING �}£'l7 .CERTIFICATE OF ELECTRICAL PER dgn Q-24'I Z .e 1 pole ss roles 1ZVSPEC 7ONS R Fl FINAL MEC VAMCAL PERUM INSPECTIONS ROUQ4' PLI73dU8INGPERMIT# _ INSPECTIONS ROUGMUN.DER"z-- TOPOUT q -_�,-o —o r WAT_ ASEWER FINAL NOTES- CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000796 Date 6/16/08 Property Address . . . . . . 780 CAMELIA ST Application type description FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 800 ---------------------------------------------------------------------------- Application desc Oft fence ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PORTER, TANIA OWNER ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/13/08 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *ALL FENCES OR ENCLOSURES OF LAND SHALL BE SUBSTANTIALLY CONSTRUCTED. *SCHEDULE FINAL INSPECTION ONCE FENCE HAS BEEN COMPLETED. PERMIT AND APPROVED SURVEY MUST BE AVAILABLE FOR FINAL INSPECTION. *EMAIL INSPECTION REQUESTS TO BUILDING-DEPT@COAB.US ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach APPLICATION NUMBER js t� Building Department (To be assigned by the Building Department) s 800 Seminole Road M Atlantic Beach, Florida 32233-5445 Phone (904)247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us City web-site: http://www.coab.us Date routed: APPLICATION REVIEW AND TRACKING FORM Property Address: ��iQ� �✓ pApaftent review required Yes No & ng Applicant: Publ c Wor 11!lr 111; >s,:, ,.; 0 is Utilitie Project: C Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLJ.CATION STATUS Reviewing Department First Review: (Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING PUBLIC WORKS Reviewed by: 9 Date: 63 —10-09- PUBLIC UTILITIES Second Review: ❑Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH 08- 800 SEMlNOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247-5826 6 FAX NO.:(904)247-5845 BUILDING-DEPT@COAB,US DUVAL COUNTY BUILDING PERMIT APPLICATION DER U�'Tiil QFI:V.vp --UN ,!�.�JOB ADDRESS.'-;�;� RK SO FT 7 V an is- 'each, F� 32233 4DO 06 6: , `ORSTRUCTURE.'.�4 ;:USE LEGAL [3 NEW BUILDING 13 DEMOLITION 13 RESIDENTIAL LOT BLOCK SUB DIVISION [I ADDITION El CONVERTING USE El COMMERCIAL �'l.'7.[)ESCRIP.TION:OF'WORKI..-,...,..", eLDG. 11 ALTERATION El ACCESSORY 8 0 REPAIR 11 POOL/SPA El YES 11 NIA El MOVE A'OTHER ARCHITECT- 7 PROPERTY OWNER .. .:-.�.f4(;ONTRACTOR'. '1 4 Q�4 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: 16.NAME: 24.LICENSEE NAME: 10,ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE Or FLORIDA LICENSE NO,: (� � v�eSL-t Cis IS.ADDRESS: 26.ADDRESS: 11,OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 13,CELL PHONE r) – 21.CELL PHONE: 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: FEE RUPLE TITLE HOLDER BONDING COMPANY MORTGAGE LENDER ly ��W-011`CrWITIIMIIER):-;7 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: —rADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells, Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until ail inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. QVMER�6e�AGENT. W; NTRACTORI.N.,,W ad Ri e or O*V `i!'4 136iiiiar Atbmey or Age�II R'e:I In uw du cy Letter Signed: JSgl A —Date: k Alif S Signed: Date: 2007 in the county of Before me this day of Before me this (ay Of 2007 in the county of Duval,State of Florida,has ersonally a pe ed Duval,State of Florida,has personally appeared 145�- herin by himsAf/herself and affirms that all statements and declarations are herin by himself I herself and affirms that all statements and declarations are true and accurate. G f true and accurate. Notary Public at Large,State of T I County of Notary Public at Large,State of_,County of P railly Known LIA Personally Known Produced I I Cod 4 zkZ LJ I' Notary Sign RAHAM Notary Signa D FOR eonp en CE MY OF ATLANTIC BEACII cMy MI COM SEE PERMITS FOR ADDITIONAL E' SonI By On Wfiggy A0-. REQUIREMENTS AND CONDITIONS. COAS FORM BLDGOI:REVISED:11/6/2007 R r Ira C PY [EVIEWED BY.,....... DATE: 026 P02 ; SHOWING PLOT. PLAN OF LOT 4, B!,OcX 48, AS SHOWN ON 1M" OF 5RCTION nH.ff ATLAt! d AS RECORM IN PLAT 900K 18, PAGE 34 OR THE CURO" PUBLIC RECORDS'OF OUVAd COUNTY, FL01tIDA. Pot. V=TcQN, .BEARING PMFERENCEc S01-22'00"W ANSUMED rQR 7HE WL•SRRLY MMC tbR G 4 STFiEE i. dz � B L 0 0 K 1 4 7 L 0 T L0 r�T n 4. L 0 T S01 0e1�1 QOy YY`,J � 50100 •' m-- _ NO O ! �.i7"oAK . B L O C K01 8 1 I ^ L in 0 Id ! Y{ Y 1 w�x �. et•M„� �r0 w (L O •A' ° Q J � 7!�i'I. •4 • IL t CID 7 OD .00 zo'rM>,oAlc a-M At hK N01'22 oo* 170,00' I 5®. Qf I ng� , CAMEUA STREET JIUH 1 OF WAY I r l J 6-12-2601 LOCATED ALL am QR-LARGF-R H6RQW00Q IEES 4 +r aYip.7HE LOT 9400 1MQ1'+AppeArts To VC mTHm#LOW ••I n' i AS SCALM FROM TRE R=twitt a RATS ,PREFARE4y: MAPS, rnNM1+NITr rAN:n NO t2DD7a-MM 0.DATFD 1-17-#q, �.g2g0� ,dapt4 . ,Is' .,SURVE'MD JUNE 7 2001. AROFmslONAL LA5!/ Yly1� SCALE: 1" — 20' NAWO A,iENWk FIELD BOOK;—§2.+ VA(.&S: 52 dAcic�oNv,ILrt, .- o- x. I;n y t -j., onoo•nki_._i— ,� -- ,,...... qui ninnie�a: wale + n� 7AnAI City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) ` 800 Seminole Road j �� Atlantic Beach, Florida 32233-5445 ( ' 0_1Phone(904)247-5826 • Fax(904)247-5845 Q �..I iDate routed: v City web-site: http://www.coab.us [I APPLICATION REVIEW AND TRACKING FORM Property Address: SrpopartrQent review required Yes No &&nfng Applicant: Public P ' ,:. W7::�4 or uis Uilit i es roject. � Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: O��(��' PUBLIC WORKS PUBLIC UTILITIES Second Review: [—]Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: [—]Approved as revised. ❑Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH _... , 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 O rr OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY " 1 JOB"rADDRESS rx°., s& (a},xUAT.I OFq Wg—R7�fm ¢¢,,. 3,S4;FT�UN© RBOOF an ic-peach, F 19.211 0D ` Ov W.-k LEGAL DESCRIFTIOtsI`,Y 5a "£ ,.: a.u�r .„',f 95a' N r:4';; ,5 CLAS OF,.WORK: ^0.s ., .' � x...M'6' si=6 AJSEfJE.STRUCTUR m ❑NEW BUILDING ❑DEMOLITION ❑RESIDENTIAL LOT_BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL DESCRIPTIONOE W(IRIGa 1wK ,; W` 427>• "':' 3 '- ❑ALTERATION ❑ACCESSORY BLDG. �i FIRE SPRINKLER z s c ❑REPAIR ❑POOL/SPA ❑YES ❑N/A -Q�J( ❑MOVE brbTHER ❑NO CONTRACTORt,R,�4 $ t � 'ARCIdITECTlENGINEER.,.`;a 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: 16.NAME: 24.LICENSEE NAME: 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 7 � l/ 18.ADDRESS: 26.ADDRESS: O O 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20,FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 13.CELL PHONE: �� 21.CELL PHONE: 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: aa� FEE:,SIMPL, tT1TL F HOLDER r: ka,� " r BONiING COMPANY s E$�� Ft t` a 5 MQRTGAGpp LENDER + ' •�1-3t� 4zy"3,"'#:{IF OTkiERTHAN OWNEFt)`'"'GS�P .t..i ,?.r. x ,u�,!.° ,�.,.;, sa 9„",..N„ as s. .=,cr �- i4 t�.K'3,�. #'",. ,.4 ,i„asss., e ^w> a, 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. n "` ,s TSI .nCON RACTOR; x � QIMNERoIt"EN { Signed:�. Date: . Signed: Date: Before me this of 2007 in the county of Before me this day of 2007 in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared herin by hims f/herself and.affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. G L true and accurate. Notary Public at Large,State of / County of ✓a Notary Public at Large,State of County of ❑P onally Known ZIA ❑Personally Known roduced I entifi n- T — El Produced Identification- Notary Sign r r, SPIR YAM Notary Signature: y pins Com S DD 518533 3on4ad By National Am. COAB FORM BLDG01:REVISED:11/6/2007 026 P02 MAP SHOWING PLOT. PLAN OF LOT 4, BLOCK AS SHOWN ON MAP OV SECTION "H" ATLAi'}4TIC *tAIr$, AS RECORDED IN PLAT 00OK 14 PAGE ;4 OF THE CUM047 PUBLIC RECORDS'OF DUVAL'C4UN1'Y, FL0 ttUA. Pot; lss=QN" INC. i R!N REF CEc S01'22"W w Al�JUME FOR THE 3TC Y uNC tbsi n 8TREET. 4 8 L O C K 1 47 i • L 0 T L U T 4 L O 1 S01'21'00"W ob 504,00' Q7' [03 S•OAM 0 L O C K 4" 40 Q�Aj4' L O E In b— Y fir. 0 2e 5' • ^ t AK 9 A• Ld F- It % �l I Wk 'Q o O a e� O O y/ L a QD 00 b �'`� " • � � a AV if-am �9 L 11.0 ,�, K N01*2oo" 17D.O0' 50. 0 CAMEUA STRE T W. FiIUM 1 OF WAY ) 6-12�2001 LOCA 4 175 HARDHARDWOM MEES NOTE_ THE LOT*mm APPE."m 1JC uln"ALow i t zom "x AS SCAM FMW 111H qDW 64ORAMCE RAW ,PREPARED' ' MAP-, C.(Wkft)MTY PAwst ae IN73••nam D.OATED 1-17-99, C AMCM ,VNn.Ag�� '•.ING': SURVEYED JUNE 7 2001. PROFFESIONAL su SCALE% 1' •w 20' 43 NALDO A+ pWI.•- K.LD SQQK—424, PAULS:5�. ^ l 'decsE088'cNme—Jan.l3•- 8:51A 'Oul 'NOO1S38'WdLE:t _100Z '[Z'AcN rfrLy;y�a City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) s 800 Seminole Road _ Atlantic Beach, Florida 32233-5445 - Phone(904)247-5826 • Fax(904)247-5845 f 9 'tic° ` E-mail: building-dept@coab.us Date routed: City web-site: hftp://www.caab.us APPLICATION REVIEW AND TRACKING FORM Property Address: aj��jQ, �,% P-apaitment review required- Yes No Applicant: Q /,c)-}7 &Z ng Publ c Wor 0 ic,Utilities .: Plroject: C Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: AP PLICAPOK STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING / Reviewed b �/ Date: ©b/' PUBLIC WORKS Y� PUBLIC UTILITIES Second Review: [—]Approved as revised. ❑Denied. PUBLIC SAFETY Comments: FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. @Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH 08- J-N 800 SEMINOLE ROAD.ATLANTIC BEACH,FL 32233 -:5 OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US -tert)t) BUILDING PERMIT APPLICATION DUVAL COUNTY J R OBADD ESS*,.,�.'l,",,'�:"z:l�.".��.��':,:"g���.. g-.;-yhLUATI&QF,.W 0Cn ILZ�'��an�CicNach, F 32233 0 . 61D 4':LEGAL DESCRIPTION51"Cl Aq§`OE WORK'f-,�',, 6..,USE1OF STRUCTURE,,'.'� % 11 NEW BUILDING 0 DEMOLITION 13 RESIDENTIAL LOT_BLOCK-SUB DIVISION 11 ADDITION 13 CONVERTING USE 13 COMMERCIAL T;DESCRIPTION'CIFWORKI-',�",, ALTERATION 13 ACCESSORY BLDG. Al FIRE 0 REPAIR EIPOOL/SPA C1 YES 13 NIA MOVE A'OTHER I ONO PROP ARCHITECT I ER OWNER:-, CONTRACTOR-'�,.��'&'. 9.NAME: 15 COMPANY NAME: 23.COMPANY NAME: 16.NAME: 24.LICENSEE NAME: 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 7 � 6) 18.ADDRESS: 26.ADDRESS: A T-Pojo 4�:_Ct 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 13.CELL PHONE: �03, ) 21.CELL PHONE: 29.CELL PHONE:2 q;z� --) --,, 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: ........................... FEE BONDING COMPANY W t MORTGAGE LENDER 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ACTQR§ .OWNER;��0;`AGENT I.� -'CONTRACT 'f61- IR Signed: .4 A A-Date: ,/s/vos Signed: Date: Before me this 2007 in the county of Before me this day of 2007 in the county of Duval,State of Florida,has ersonallya peared Duval,State of Florida,has personally appeared V� herin by himsdff/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of County of Notary Public at Large,State of County of 0 P I '�ronaly Known 7 D Personally Known ...iu.a 1 7, d.1A.1t�ffigot 11 Produced Identification- Notary Sign RAHAM Notary Signature: IV- M =; pins .1my& Is^ P I Com 4j§�10#DD 518533 By National WNobtaryAssn.. CCAB FORM BLDG01:REVISED:11/6/2007 n w. .__.�F! !•.� . ',.qa 4� .-CLAREUI els P02 M" SHOWING PLOT PIAN OF LOT 4, BLOCX 48, AS SHOWN ®N M" OF SECTION "H" ATLAi.4TT.0 *0*6H. AS AFCORM M PLAT BOOK 18, PAGE ;;4. OP THE CUMENT PUBLIC RECORDS-OF DUVAd C6UM1Y,'F1.01tiDA. POP4 sdi'S QN, am- 9 R1N13 PtEFERENGEc Sol-22'UO"w ZNwUMK2 FOR 7HE WESTERLY UNC C0f4 C A STREET. � S 8 L O C K 1 47 L O T L 0 T. 4 L O T S01-21•00"w 50100' No s♦ai)x / )rOAK B L O C K 8 1 'OAK II Y0I r' �9uAuw ftru p and Zonkp Ds 7's� N r` _ �+ d W Zp�np�a�bdiv�ision end r local land `�"tute �•°e � � '� development Mgsaa ance�of but erm Codoe not mpifanca o 0 �.A f 10 o approval for the i (] 0 with Florida Building Code and alt applicable 1 �, local, State and Federal perms roquiroments $ 1r` J; ^ must be vedW b s l s b th City off AAtla� . a • i Beach BuildingOD Building Permit. ' oe Approved Or un a Date, lilt) E 41 dlMfa- N01*2 00" 170,00' 50. 0' a , CAMEUA STREET ( wJam I OF WAY §-12-2001 LOCATED ALL 8 OR R R tikRDWOOD TREES NO E• W LOT SHOWN MMcm APPEMS TO Vt MTW KOOD 20h= 'x' AN MUM FROM THE MOOD NSURANCE RA-M :PREhAREd y ' MAM f.OMMIMTY 1PM*1 NO 72D073-MM D.DATIM 4-17-OP. CL AMOK '940 AD ♦ SURVEYED JUNE 7 , 2001. PROFFMONAL s� ':. scALe• t' _ 20' +oma ItA�o A7Ew1�G: FIELD BOOK.—§2.4. MAws: 5z �u 'NOOlS38 WdLE ti 10�Z 'lb'euN t 'decaBG88'�Nme-Jun.13•- R:�IAu I X33 I T.3Z I 77/ I ?9 I � 83 8.5 I I 6 5 I /46 ,NE $TREST , I _Yr � y- -- - ----=-- --- - ----- -- -- --- ---- ---- ----- ;r Y I �. 6 i 5 � 4 / 3 2 I l i /4 r STFj ET I/E�zlvim -------- -- ------Q----�.� --- ----- -� CD I 6 5 4 /49 3 2 - ff=89 al _ ....w... ,TJd1,. •:Ri. �4� C�RRSON 026 P02 :y { MAP SHOWING PLOT. PLAN OF LOT 4, B�OC$ Iia, AS SHOWN ON MAP OF SECTION "H" ATLANTIij **►�11, AS RECORDED IN PLAT GOOK 19, PAGE ;4 OP THE CURRENT PUIDI.IC RE0002'OF DUYAd COliN1'Y,'FCOftA. IN CEI 1 2Z U W AttWUMAT=dLy uNC 7f6a�xJ y . t. B L O 0 K 1 4 7 „ L 0 T L O T 4 L O T 5 S01*21'00"W 3 Q, .50100' ro A L 4 C K 441 4 a L O 0 : Q h 4. in .0 IM DAIS 7.es', _ i AK d M 9 W A . R Q a.a� 0 �'' .. UP OD co U) ,aro 0 i e?RrK09 1 &K N01*2�Z oo" 170.00, 50. 0' OAMEUA STREET c ' rpcma car WAY t , 1 L ' 1 a Llii.lrir..W LOT SIM HIMM AMM"TO LK WTW A" lt,m M X. At NMO ROW 7M FLOW""M OE RA7R MAIIq (=MI lITY I" ND.00073 OOW D.DATIM 4-17--80, ��' INDA.rI�Q• SURVEYED SNE 7 2001. PROFFENONA.L LA :iJ 9GALEt 1" - 20• 10 NALp4 A ' i FIELD BOOK-,_%Z.+ FAt>� s: _52 JAGK✓�ONv�lti �La J' ,._ ' l 'decsEG88'QN®e-Jun.13.- 8:51A 'OSI 'N0)lS38;,r,_hLC:t _1002 'Id'AON BUILDING, PL4NNING AND ZONING INSPECTION DEPARTHE.NT CITY 0FATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor: Building Permit Numbers: Address : -/So Legal Description: e��i W � 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 c Lowest Floor Elevation: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE N TIFIED DATE APPROVED BY Fire Ai Iq Public Works 11 - 9.6-0 i //- Z6 -0 F: anr,i ng -eH l� -cis ��A0 &uilding FLOODPLAIN DEVELOPMENT INFORMATION Location:: '7 '91Y, 1411 7 Y4 Type of Development: S�- 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. COMMENTS: Applicant Acknowiedgment: 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 Applicant's Signature Department Use: Required Lowest Floor Elevation f As Built Lowest Floor Elevation2-- Survey Filed with Building Department t/ Building Department Repres 've F_ CITY OF ATLANTIC BEACH I CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: I I f Address: 780 CAMELIA STREET Owner: BESTCON, INC. ATLANTIC-BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 V i Construction Type: WOOD FRAME Use Classification: SINGLE FAIV h I Permit Number: 2231 ' C P x Date: C, _ll a Post in a conspicuo k x . "N Y R fi This Certificate issued a 14,01ce tructurewas in compliance with the via ordm j n } a .. k :'fir. l,F 'r�3R�trt `n.'�Jf •wF .. �: u ':' Address: 780 I .IA. BESTC�G3 ATLANTI EA014 2:33 2440 S BSC • ARKWAY f JA [ VIL#,. CH, FL 32250 . _ Construction Type: WOOD Use Classification: SINGLE FAMIL Permit Number: 22314 Date: 11/26/2001 DON C. FORD, C. O. Post-in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the folioWng: I Address: 780 CAMELIA STREET Owner: BESTCON, INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAM1 Permit Number: 223 v. Date: 1 £i0 Post in a conspicuo e � ►NCYA� } This Certificate issued compliance with the va 5 Drell tructure was in x '7I4 � "'"\` n maks 3 h + s ` d, 1'R �L vo 3 Address: 780 EA Owner BESTCO ATLANTIC ACTT 23:. 2440 T 8� PARKWAY JAACH, FL 32250 ., Construction Type: WOOD Use Classification: SINGLE FAMIL Permit Number: 22314 Date: 11/26/2001 DON C. FORD, C.B.O. Post-in a conspicuous space CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 8W Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax 247-5877 ELECTRICAL PERMIT PERMIT INFORMA''lON LCICATION INFORMATION rPermitNumber: 22577 Address: 780CAMELIA STREETit Type: ELECTRICALATLANTIC BEACH, FL 32233 of Work: NEWTownship: Range: Book: 18 sed Use: SINGLE FAMILY Lot(s):4 Block: 148 Section: Subdivision: MARSH OAKS Square Feet: Est:Value: Parcel Number: Improv. Cost: WNIR INFORMATION Date Issued: 8/28/2001 Name: BESTCON, INC. Total Fees: 45.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 45.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 8/28/2001 Phone: 904 246-3747 Work pest: NEW 150AMP/1 PH/3W1240V3 �ON FEES GONTRACT S 45.00 DYNAMIC ELECTRIC COMPANY _: R �. lu 1, its ' eta 7 v v A NOTICE-I ECT T 2� UiS3R TOnI SPECTION ._ , BUILDING MATER RUB81 WI TI�I1S.WQRI�. UST NOT BE CI=D IN BLIC SPACE,AND MUST BE CLEARED ANII� _ WAY BY EITHER CONTRACTOR OR R "FAILURE TO COM ` .non t1EN AN IN THE PROPERTY OWNER P AND SUBJECT TO REVOCATION ISSUED ACCORDING TO APP RO P _ w0c ` FOR VIOLATION OF APPLICABLE PR $45.00 14 1TAeNT61CW_CHBUIL_DlNG DEPT. Date: 8/28/01 01 Receipt: 0084740 00100003221000 am a0003221000 P921 CITY OF ATLANTIC BEACH, FLORIDA Approved by --] APPLICATION FOR ELECTRICAL. PERMIT e p G TO THE CHIEF ELECTRICAL INSPECTOR: DATE: o " a o a�d/►t ,�c !/ 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. ELE RACAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME A�i���n ADDRESS: 7 YQ cm X1/.L RFD BOX !lLD6.SIZE BETWEEN: RES. APT.( 1 COMM.( 1 PUBLIC 1 ► INDUS.( 1 NEW*1 OLD( 1 REW.( 1 ADDITION( I TRAILER ( I TEMP.( ► SIGNS ( 1 SQ.FT. SERVICE: NEW(✓< INCREASE( 1 REPAIR( 1 FEE CbNbUCTOb SIZE Ale AMPS COPPER ( 1 ALUM.(fT IIM-rCHONBREAKER AMPS PH_ W I CAY&OLT _.._ _ RACEWAY_ EXIST.SERV.SIZE AMPS PN I W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE �NO. SIZE v LIGHTING OUTLETS CONCEALED OPEN 'TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. J1.100 AMPS. / SWITCHES INCANDESCENT FLUORESCENT&M.V. • IrIXED 0-100 AMPS. I OVER APPLIANCES BELL TRANSF. _ AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT O-i OVER MOTORS H.P. VOLTAGE PNS NO. I N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA I NO. KVA NO.NEON TRANSF, NO. VA. MA. MOTOR SIZE SWITCHFLASHER EACH SIGN '— FORWARDED f AL FEES CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 _ TELEPHONE(904) 247-5800 �� FAX (904) 247-5805 SUNCOM 852-5800 DATE U JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 G1 Attention: Connie l Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS /1 q4-/ 8 0 Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC EACH BUILDING DEPARTMENT Oct -26. 2001 11 . ., BESTCON, Inc . No, 8127 P. 2 D mANnG Mxc mic, t>tr . 3167-201 S.Sr.-RMW.I SLUIFT D JACK9M,0nEj,z.FL 332 October 26, 2001 Mr. Don Ford City of Atlantic Beach Inspection Department 800 Seminole Road, Atlantic Beach FL 32233 Don — We respectfully request that temporary power for the new BESTCON, Inc. home con- structed at the address listed below be turned on for a period of thirty (30) days for testing purposes, We will be responsible for anything that may occur due to the energizing of the service prior to the Certificate of Occupancy, and the approval and completion of the job. Y S truly, is P�F�Utis ' Y Dynamic Electric, Inc. Re: Porter residence Address: 780 Camelia Street Permit #: 22314 APPROV7 CITY OF ATLANTIC BUILDING OFFICE 2U P"WW W"442)0440 FAX,(804)042-9 2" -BY �^-� CITY OF r4�tlartic i each - �Ca�id� 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 DATE_ JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS r Please call me at 904-247-5826 if you have any questions. :Sin; rely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ��i°czKt�c �eac� - ��ivtidct 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 �^ FAX (904) 247-5805 SUNCOM 852-5800 DATE 9" -d r/ JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. DRESS G Please call me at.904-247-5826 if you have any questions. rely, ATLANTIC BEACH BUILDING DEPARTMENT I CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL. 247-5826-FAX 247-5877 III'IT INPOI II A 301~I CA71t IN LNFO IA �I (Permit Number: 22314 - Address: 780 CAMELIA STREET Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lots}:4 Block: 148 Section: Square Feet: Subdivision: MARSH OAKS Est. Value: Parcel Number: Improv. Cost: 90,000.00 # IIWOR ATION Date Issued: 7/12/2001 Name: BESTCON, INC. Total Fees: 3,479.09 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 3,479.09 JACKSONVILLE BEACH, FL 32250 Date Paid: 7/12/2001 Phone: (904)246-3747 Work Desc: NEW SINGLE FAMILY HOME .- PP FIS BESTCON, INC. PERMIT 630.00 -WATER IMPACT FEE 390.00 SEWER IMPACT FtE 1,250.00 "WATER METER/TAP 85.00 RADON GAS-H.R.S. ; 6.69 RADON CAB 5% 0.35 CAPITAL IMPROVE.' 325.00 CRC NS CON IMP 35.00 T F TION w - EE 750.00 � NST.SURCHARGE 6.34 .. "SCHARGE/ATL.BCH. 0.71 F VME T v w ._ NOTICE- INSPECTC .ST BE REQUESTED AT LEAST 24 HOURS PRIOFt TO INSPECTION BUILDING MATERIAL,RUBBISH DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UIP AND HAUL ,AWAY BY EITHER CONTRACTOR OR OW R "FAILURE TO COMPLY WITH TNSTRUCTION LIEN LA AN RESULT IN THE PROPERTY OWNER PAYING UiLDING I EMENTS" ISSUED ACCORDING TO APPRO�fF.,D PLAN WH H ARE A T F HI, MUUPAND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR' S Operator: CHERYLE ATLANTIC BEACH'BUILDING Date: 7/16/91 el Receipt: 9973961 Total pareent 13479.89 i CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax:247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION, Permit Number: 22472 Address: 780 CAMELIA STREET TP01 Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: TEMPORARY POLE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: _ OVWNER INF ORI IATiON Date Issued: 8/10/2001 Name: BESTCON, INC. Total Fees: 25.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 25.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 8110/2001 Phone:. (904)246-3747 Work Desc: CS#6 50AMPS 1 PH 3W 240V COPPERRW-TEMPORARY POLE _ CONTRACT . APPLICATIEN FEES DYNAMIC ELECTRIC COMPANY , ERMIT 25.00 x i >6w�' S n '�^` - ..H BMW IN - � FINAL ELECTRIC X. tt NOTICE- IFfSCTIC :REQUES�' ©1�`1s LIAST 241-11IR TO INSPECTION_ BUILDING MATERIA ,RUBBIS_ E O>l�[�H S IVOITtd If tfST SOT ED IN Pt LIC SPACE,AND i MUST BE CLEARED Up AND Y BY-EITHER CONTRACTOR OR O "FAILURE TO COMP WITH T C_$TT9QC1j ON`LIEN LA N R SU IN THE PROPERTY OWNER 1 � fll�t{ - 78VIL01114G IMP T$.1 ISSUED ACCORDING TO APP PLAT W. R T HI P M :, D SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE V S ATLANTIC BEACH BUILDING DEPT. Wes 9/19/91 ei Receipt: 9679558 6819�3�11169 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICAIIOAI FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:—!L'._ 0 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. r &Cg4ld ElkCTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE//fJ V JOUR lAVUAM p NAME ADDRESS: ZZ4lWA r T r FD BOX BLDG.SIZE BETWEEN: RES.(A- APT.( 1 COMM.( 1 PUBLIC( 1 INDUS.( 1 NEW( 1 OLD( 1 REW.( 1 ADDITION I I TRAILER 1 1 TEMP.(Gr SIGNS ( 1 SQ.FT. SERVICE: NEW INCREASE( 1 REPAIR ( 1 FEE WNWCTOR SIZE 507 AMPS COPPER ( ALUM.1 1 _ SWITCH OR BREAKER SSC/ AMPS l PH 3W 0�rwOLT RACEWAY P.IQBt.SERV.SIZE AMPS PH W _ VOLT_ _ _RACEWAY FEEDERS NO. SIZE N0. SIZE 1NO. SIZE ' LIGHTING OUTLETS CONCEALED OPEN _ TOTAL _ RECEPTACLES CONCEALED OPEN TOTAL 04 AMPS, _00 AMPS. SWITCHES INCANDESCEN n., - FLUORESC & 1.V. aIXE 0-100 AMPS. _OVEH-_- APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONbIT10NING 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 NO. KVA NO.NEON TRANSF. F0. A. MA. MQTOR SIZE SWITCH FLASHER EACH SIGN. -- FQRWARDED + "AL FEES CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5828-FAX: 247-5877 - ----- mot1� OATlPEtMtTORCAsi Permit Number: 22586 Address: 780 CAMELIA STREET Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):4 Block: 148 Section: Square Feet: Subdivision: MARSH OAKS Est. Value: Parcel Number: Improv. Cost: a OWNER-INFORMATION .. _ Date Issued: 8/30/2001 Name: BESTCON, INC. Total Fees: 43.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 43.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 8/30/2001 Phone: (904)246-3747 Work Desc: NEW HVAC _ CONTRACT APPLICATION-Z=EES j MCGOWAN'S HEATING &AIR COW � PER T � .y, 43.00 t i TW v µ - - - � NOTICE,„ INSPEC ST BE Rk'd tT AT IN AST:24 HOURS PRi RTO iNSf CT10N BUILDING MATERIA ; RUBBlS W13Ftfs 1=RJJM THIS WORK IIAUST NOT 8E PACED IN PUBLIC SPACE,AND MUST BE CLEARED l AND HAL AWAY BY EITHER CONTRACTOR OR O ER "FAILURE TO COMfty 1MTKT ONSTRUCTION t{EN AN RESt TIN THE PROPERTY OWNER '400140 , - . s.. V lil ITS ISSUED ACCORDING TO APPRO PINS VVt CH1 R� Fro AND SUBJECT TO REVOCATION k FOR VIOLATION OF APPLICABLE PR I�VS I AT NTIC 13EACH BUILDING DEPT. Date: 8/38/01 81 Receipt: 0085175 7 00108883221088 - -- r ­ 3t(/j,L BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, 111, and IV. (U-6 0- LOCATION Street Address: OF Intersecting Streets: Betweep- - -- And BUILDING Sub-division Lo - 4O— ftf �` cR � II. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attacliLed 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 CGOwan' s Heatincr & Air— Contractors Contractor (Print) Cond. Inc . Master CACO-18970 Name of M-48 Property Owner &o �&wS Signature of Owner Signature of or Authorised Agent Architect or Engineer III. GENERAL INFORMATION A. Type of heating fuel: B. IS OTHER CONSTRUCTION BEING Electric THIS BUILDING OR SITE? j ❑ Gas—❑ LP ❑ Natural ❑ Central Utility ����� IF YES, GIVE NUMBER OF CONSTRUCTION Q Oi( PERMIT Q Other — Specify IV. MICMANICAL EQUIPMENT TO BE INSTALLED TURE OF WORK (Provide complete list of components on back of this form) Residential or ❑ Commercial Heat ❑ Space ❑ Recessed Central O Noor , New Building / ❑ Existing Building Air Conditioning: ❑ Room Control 1 + Duct System: Materia �c Q DQ(0) d.� i neslL+r I) Replacement of existing system 10�` Maximum capacity c.f.m. New Installation(No system previously Installed) o c� 1:1 Extension or add-on to existing system �i ❑ Refrigeration ❑ Other — Specify (� ❑ Cooling tower: Capacity g•p-m• ❑ Fire sprinklers: Number of head ❑ Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY Q :Gasdine pump --Inumber) [Roeolli Q. Tank (number) Remarks Q LPG containeK (number) 13 Unfieed pressure venal Permit Approved by Da Q Boilers . Q Other -- Specify Permit Fee LIST AZUL EQUIPMENT Alit CONDITIONING AND REFRIGERATION EQUIPMENT NtultberUnita DefcrlpUoa Model Number ]Manufacturer ( ! ucndW2�667 P14 165-noZZW =R1 Vul EYE UT -CgITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date r7 Heated Square Footage @ $ per sq ft = $ Garage/Shed @ S per sq ft = $ Carport/Porch �$ per sq ft = $ Deck ., 1 @ $ per sq ft = $ Patio v@ $ per sq ft = $ �C? TOTAL VALUATION: S 90,000 1310017 CD O. ®O $ 2 60 Total Valuation 1st $ .ti 0 ,0 m Remain ' ng Value $ .a" per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ �! ( ) Fireplaces @ $15 . 00 $ .- 0 BUILDING PERMIT FEE $ 30 WATER IMPACT FEE $ 3 0 SEWER IMPACT FEE $ 2 S-0 WATER METER/TAP $ RSA_ CAPITAL IMPROVEMENT $ ''j_2 _t SEWER TAP $ _ 4 RADON (HRS) .0050 $_ SECTION H PAVING ( ) $ S0 HYDRAULIC SHARES $ .' 0 — CROSS CONNECTION $ o SURCHARGE . 0050 $ 3 r OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: C S F 2 OWNER: f= S C o 1. Determine Occupancy Classification of the structure. Select occupancy classification which most accurately fits the use of the Building. (Chapter 133) 2. Determine actual physical properties of building. a. Determine building area each floor. (Area definition Chapter 132) [Vr b. Determine grade elevation for building. (Grade definition Chapter 132) [VK C. Determine building height in feet above grade. (Height definition Chapter 62) 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 62) f. Determine percent of exterior openings per floor. [v]� 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 66) [t�} a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) [ b. Check allowable height and area increases permitted. (Chapter 135) [v]' 4. Check detailed Occupancy requirements. (Chapter 134) [v)' 5. Check detailed Construction requirements [y' a. Fire Protection of Structural Members(Chapter B6 &Table 8600) b. Fire Protection Requirements(Chapter B7 and Table B700) C. Means of Egress Requirements (Chapter B10) d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) 6. Review design as related to standards. (Chapters B16-B26) [ 7. Check other requirements as necessary. [ ] a. Construction projecting into public property(chapter B32) [ ] b. Elevators and conveying systems(Chapter B30) [� C. Sprinklers, standpipes and alarm systems(Chapter 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 T - ( .12 © ( CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: < Don C. Ford, Buildinb Official don/sb.1 ..a......Jui•12. 2001'-*51AM% BESTCON, Inc. 026FN2•4433 P, 2 MAP SHOWING PLQ'>t<' PLAN OF LOT 4, SWCH i 4ss - AS BROWN ON MAP OF SECTION "H" ATLAL'A'TIE $*ACl[. AS RECORDED IN PLAY 800K 18, PAOE 34 OR 7ME CURRENT ObVIN-1:RCCORD9.0F OUVAti C0VNYYJFL"0RI0X IN SO 32 t3V"N � u R YIik VMSMALr MR dTR 1 ' ,r - i 9 L O C K / 4 7 z L 0 T L O T 4 1. 0 T sol 021'00"w 3 X5=0 • roAx q. a'oAK a L O C K '44� 0 L O * ; a� n O � � n eAXI ' 1 �.x Zip ,+� s AK' d R i a W p tea, as o Q, O :. •e r•►J ! is Q IP V) ver di srs,rm oA» Ab — N01*2i2100" � 00.001 o" 1H•' -onK CAMEWA STREET ( °u• '4t14r t* WAYS 2. x - I 1• S'�I ' a ' uC �y�� ��e�� e�M1� !•1 -r t .1 aa.Le.�F•7.L LOT O"t M MV��PFAM td Vc..n oo zm 11 AS XOMM FROM DE"W NFAMANCS RmK !MEpARW t YAPN(3ri1111»A1Y PAW NO I1tK►75-OM 0.DAM 4-fl- M. OLA88M ,MV •rritr`y' SURVEYED JUNS7 2001. PROFFES"AL LA ;! .. SCAI$:�Q' Wa HALO* .. r eceivel Time-JuR•,13.— 8:61A11 PROPERTY DESCRIPTION ] C Et D `. # , Block # Section # ,division: jv Street Name O DESCRIPT20Ncgj' gomn#.ic- Beach or Address: C,�KF����4 Rf Bu"Hu n� all Zoning (If in a FLOOD HAZARD Flood Zone: x area complete page 3) n Bri f Description Ada.)&:LL94_ Class of W k: QN1 e Remodel/Addition: ZONING INFORMATION Type of Construction: 11QrK2. Zoning C Proposed District: PIS)- Use: Estimated Value $ Exceptions or Variances Materials• Ajoad— �( Granted: A4 _ Zo Solid or filled Ground•• Roof: �4'WAj Method of Heating: OWNER INFORMATION BESTCON, INC. 2440 South Beach Parkway Property Owner: Phone: Mailing Address Jackson , FL 32M 904 246-314-1 Zip: CONTRACTOR INFORMATION BESTCON, INC. 2440 South Beach Parkway Contractor: Phone: Mailing Address: Beach, FL 904246-3747 Zip: Ex STATE LICENSE NO: 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 RTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature r✓L< , DATE Contractor Signature A�4 DATE IN TO AND SUBSCRIBED BEFORE ME BY THIS DAY 199 NOTARY PUBLIC 7. SITE PLAN/TREE SURVEY indicating: a) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height (DBH) of six inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an"X". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging, paint or tape. C) The front property comers must be marked by stakes or paint indicating the Lot Number or Address. 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23,ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE DE OF ORDINANCES OF ATLANTIC BEACH. A 'cant's Signature Date Owner's Signature Date CITY USE ONLY: Tree Conservation Board Chairperson Date -Jul- 5. 2001 4:DDI'Ma BESTUN. Inc. 11dZZ 9 9Z'unr e6o•4219eoeP 2 P. D1-A4-0029 NOTICE OF COMMENCEMENT To wbootn it may concern: 'The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of Florida Statutes, the following information is stated in this NO'T'ICE OF COMMENCT?,M04 T. Tiescription ofProperty: Lot 4, Block 148 as shown on map of Section H Atlantic Beach, as recorded in Plot Book in, page 34 of the Current public records of Duval County, Florida. lot 4 Atlantic $each, JACknoville, Florida Qencral descaipbon of impmven)entS: sisals fami3v dma111nq_ Owner BeftqOno. Inc Address 2440 SouthaeaghPar] ay JacksonvUle Flgrlda 37250 Owner's interest in site of the improvement Fee simple Title trolder(if other oras owner)— Nam wner)Name Address Contractor aestcon Zrc Address 2440 Florida 32250 Surety Ader any) Amount of bond S Name and Wren of any person making a loan for the construction of the improvanents_ Name Amouth Bank Adder 102.45 QeuturigQ Parkrriry 2nd ja. Jaeksonvilla._S1oriAa 322�6- 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 thefollowing person to receive a copy of•the I.icnor's Notice as provided in Section 713.06 (2] [b], Florida Statutes. (Fill in at Owner's option). Name Ventura Title Merlcy1 U0, LL Address -662s�_ bpo t DrSouth, 400 onv le Nr. 322LQ 7 'IfC11�-r1� !us STATE OF �} s ,Lt COUNT Y OF =CJ LLII;:tA bwnv Paul N. Nichols. Pxvaidant The foregoing instrument was sworn to and subscribed.bbeeefore/ me this ,,< _ Y day of e?60/ by e&A /v who issonaliy(mown tom produced as identification and who dididid sat take an oath. Prep"6y wd Return T ��' To: METROPOi TrAN TCri.B&t3UARAMT CO. Notary public SiScame/ 6620 Southpoint Dr. South, #400 Jacksonville, FL 32216 Nuwryrr�kdNamv:_J[_ C,•F.k. (,G•�C} f�� tlflDEwotpaAea f NHdIN'l PU9L IC-STATE OF f10laM 1 GUMISMON MKS aw a,t00t COII1/1lSlp1 M0.O0"M2 Received Tine Jun-22. 11:59AM Z.d dSTtga 10 93 unr TREE PROTECTION PROPERTY UNE PRIVATE PROTECTED TREE 20.00' DBJHI�!j OR MORE ----------- ----- --- I I 7.50' I--- I 1 PRIVATE I I > PROTECTED TREE I PRIVATE PROTECTED TREE PROPERTY I w LINE 1 to o I D 8 H OF 20" OR MORE I =w I 100 0 PROPERTY II LINE o I (D B H OF 10" OR MORE IN COMMERCIAL & INDUSTRIAL PRIVATE =w( PROPERTY) I PROTECTED m o I , > TREE owl � ! I 7.50' ------------T-_9 _�. PRIVATE PROTECTED TREE DSH OF 6" OR MORE PROPERTY 20.00' q,.. LINE oe PROPERTY LINE 0 r ISIDEWALK SIDEWALK PUBLIC PROTECTED TREE 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 LINE. 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, AARTMENT OF AGRICULTURE. S. 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 "WIND FORCES STRUCTURAL ANALYSIS FOR THE NEW RESIDENCE LOCATED ON DoT 4K of 148 ATl FFO 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: M q , 2001 5 12g i 2ad� Lot; 44 F m 09 u��ti.� r�r i,J Y�S i �a v► C e- {na i 4.1 e PoLlu g truc tLLYQ L Q ti RDUP lwaa S�l e-,--- FLD o o c TYu sle o r Framir`L 5�e 5 s Ft" Ext- ;n!aff o : _ See 5 Cln edu& "C' 0 arc31�pec.tu.rc.Q �rctc v�<<o Ya_JE to S-Ee-w, •..q4-Oj :_ Y?- X13 ( bo Lb (Z -1 0 penet 0ALeSi N0TA o �e`�uJiSG s ��ir,, ,nIA,Q,Q Ye.�+, FGrGer1er�t: — � aa GOf:terl 1 #q Rock 0%4 q8 o•c• at- gooF .- LJcLtf cj6e,L' nu-j L �3padL" Cc s+ (Jife- v1 tr l 67a.c. P41tGt -+Z�� A 6%" Un ovilesl Hots o 200 C) ro - Pro 0 F tZes►� • FYvw. telt ro ri,jl t 6 5' c FrcnrFyuAt t7o backer 3 Date Sheet Gab v-4i Z-/ 1,vr o F 1N g A$ 1�1vnot -:ipec4 _ I o o Ny MSH = i5 � , �U�Q 1 less tlAc�l^ (got' -0tC.4vl -� sgc.��Tq,lote l�0� •2A � � bgs•c = Zo•4 PsF MWFs Roo F p• I&L = /IZ , ' bk. ; .2c- sic . - a9��c0eF � s T - 26•G.. Fyvm � G ,, Sac)q- � r & C p — 1.5 C COfAe rS � -.—� �_ Ct•5 1 (20.4) 50.6 PsF — 1• 3 C fL Cf e- WA e-.,(c ) —� =C l.3 2a•`� = 26.5 PsF T,l w t4 bl^ 16 C6.7.E - SBC-!�j: - Roo F Coerf. Ct ,..pv"e_.Lt r ic-,� 20,z a C 30 ----� SCP = '-?.�•7 C COY--,ie•rs ) => = (2.7 (2o•y� =55•i Psi c2•��� z 5) PsF Frwv► te.61e l4o6. z6 •_ MWFs �%+�, r ,s. �l�Y ��, 20 L a L. 30 1t1e- SYMALLv- x 2- Z = 0.16 oY but mot te,,s PA" o•046 - oY 3 r MWF 5 1'� Trowt SVebrs e C-x rerl'or 3 0,A e Goeff acr�it Goepp. (,!)iMAWa-ed 4e viod W v►clWoJ kiv Jc64 UAw JWarJ � coal UjwJ,J4 L ewo 0 WAVI aW,pa, V-A RooF on RooF " 'moi ONt wa&; v'% RXr vK go -0.95 - 160 -1. O t 0. yo -0•15 -0.75 70.1 E.xtyf 1— ante- Co c Ff,. T)i beri'ov 0t.c oeFr. w" 4o.d Lee,W aJ wVA-4 woo -- Lmwa l U%v'Acaarl �em w tT W;J uj0.4 Lee-Two on wCLjs O'A W AY I SA Roo 0-11i Raa f UV% W041 TV) LA)401 + 0,50 -0.?0 -i-yo -0.8o -+0.7,5 -0.55 -�•0 -a N 3(me-s Wim; 2: U5L 5-AC0 eff, 3��s pcc.C5i3e "��«, use; Tnt- 3�.e Cue�f, Facfi��J�' 3cMe�- U52 �fwat(, ) =( ! �5 �C 2o.y ) �� �,�, �( UJaLL�-t 2.1 )(2o•y 1 Avt" aS (f) AI}4 a* we,u �f LAS ( � 5�cci •-� i ;nom 8 "0.(.(. =) opt;4 INA �' - _� �- = tZl C040( 55•x) = Ibs Sheet Dats 6 /01 L . Go,6y-- .�• of aF a.yg q6 Sri cc- cauv sol cv,re.. n0;-P i s z I/L 1, e.014 P -A et- Az- uJ tjh aiA s L,--r p v r t Z. = Z 41 5,-AoP ,w= do : 5, G A- 0.55 ) WAlj -==> V'-IMt Su(A-uw / FEi= 3o•4 fsf AUVW •W -JJ Z lbs . 41 lbs Q v p1:�� cry t�J aQ.Ps norms S1�ear- W a.Q,Q �r t-o c,J vv�e,Q. cert�cn� C r5 b Root QYea+?OYLts+?aAe = T 0 0 v fit` = �3fO Je:. Y'oo Arm tinct tt►A 6e. up Ui ,De.aA L.00l lo p5 F *l(wwAwowd)— ZD.q pip 20-Lq s 70 t2 \Jpui t = (20.4-+ 10.4 - to - to) tZ000/Z) c 'to 0,00 % S 11 Cove' Waw-z W i 1.L 'CC-s i s t- t_ab.Q 00( a4j n ve,r L,Y- s �J" W e'ds "A 0 rw►*.' to W�Aj OL%feC t i►rH 0�r 5 I�e_�� W�.�1 W 1 yo� �- v..�IA Ft ; -mss . W 0'a t C 6e Cab e- A • Vli R = cU, 000) (,0 6> /35 CC t" 291 Plc "Pox. A�-� to leasid. pevy;v attv)) .Shno�c talvt �X1�YlJ�' wc.,Q�.s ►,��' LL h e St ye.GgJ to h)O DV&j cwj I�o Etcpm PL4.tZ w/ �►z 4 Y 90 AOL-) UP),vt-)ZOOo I►„ 0 00 2 X1'1 = G'13o� �•o� U S c 60 S pato-nt(Mac) W 0 POOP 7'yr,Asses sbrav,,;., to 6eOLT, � s J ""� 0.75 0 VJ 0.50 w R00 .L iIL 6e Ew6IVWAJ See t��w s i ex v Mee -11AY-4 v v r b� [► A Lfvne FO r I�C Li r Olt `(4�F �SStS �511Ett7 -# 10 o F �G,e OIYLInt rA.urcrosl Far Y-!tW Y-J 5 tY�v,:) LZ, dot o 3.�t S Ag _ UQ. Tem 1►,n, /z. f i 36 ►5oLt. 0 •S AP IF+•r, or . o • Zb F'ryl : ► 500P Si F = 3000o PS•, /}}, ^ 0.2 w Z A 71TIL �� �llu•J ,s;�•, _ Z 19 o lbs �F fi? [))( lj$ WLk rOWJ Steel A36 WA-ch"rs... Alf t-u1eJ FthCdvv• =-ZT..k b:1- tu000<5 .:' A00 . 5�.—,�.�> . .. 6 _-����I,Q�� TT - �4a�a). 545p - --F�r�-a,dluz,+•}- C4 00tl 33) = 532 p s, 5-1 S'psi a •1� A. M,r„� t= to•9-rj Co.TseC SX����Cl./.�#)=g C 16.E-►���i�"b M/;s =-10 ;©•00 24I, S� S h A+r 6.4 O VI AIA(J%O'r go U-s ;_ 35 91TO LLvwAble 7vAciv-►% cry i/Z4c A3L , 6w'b�� tcrhtv�.tc, F =7 IAIO 16s (ice above Al[vwpole S,iep-.vr a-�q 1/z. + A34. botti 350 f»-, Ab or 0•11 R6 F� /=} 1[�z,�aft� •Sb«�r� 350 /Cl Sva)(a•z.) = �`� 5� Ibs Y o Y C o• 1 L��o-Z)( 36r000) _ '$G`� ib s . •� 5�ear t„1 aQQ� n.�tnc�-�t S i_ ' - r C g G,_ S� '���-�-�5 G •�vtf►r E �e 1 i��'�il c S<< S �t e��� Date Sheet 501 �• GQ�riei. , �.�- f S�te,ctY W O.Ue pj-y\ i-s for "e 5 tby , stv%Act%vres • or Tti►e Fo�i,�W�v+ aleFix�ti=a,� s .� Cry ter;dt� tiro ko►„�` t'+e c�.+ pf W aLL N 0. ; - See o.tta jtej Rvo or ptav% Fa• Wall Lo ccLt io-v\ ,, Jesi$1na'kS 4Xberimr W ittt W4iLe u -defd H1kt'tj Thterior` "tAr'� '�'�;b�.t fain W i d tt, C►-a :- See aaa.ej IAa Y - tt tr ;- EFFects - (,�.ti+r� o� W f Wbill res iso' Skear C Ic tt t� „ ►� :- t*jp.0 He+jet ( jrrrp" plums) or W&U Put 4e;at,t u EFkt�.iiv�avF kc;614 �cPosa to P(eSSkrc -: C M ttd� -- 9 t w 6j; go PUL smore tom• ? to M. �Ppfcesswear 0% C see 511ecL- z) 40. W� Pressure rh Y'doF aC a" ieab1z wheou -foci= Pitt. is more 7 -tr ,pct Q slnc«r Per �-t7 = C F) see sGec-t* F•,,�- tota..P Sheay- FOYcc "o.Tm'�:- ovar-TweAi Ma =C (w)C-$i o.5 -C �r)C Y)Cw')C•-�► .�-�4, - Pctwc Jeptl-. CD �- 00.1,1 UJWLL Yes►sts O.3 T�crC Tc�si ► or co-rr+ esss� % Qwau eAs - (()).T.M)( `� 5 �► :- f�e�u;r� Ar�►ar bolts s�c.t.:� ;- FOr Lx �►o r W0. S ti AlLow. goLt �1�eaY� S Ga Ib; C �i.�x8 .toy X936 �l or Allow a opt rewsidn = IMO it 7/76U()s 2a ,in�, heti I,er. ' i $�Q ZO»�mof� ha u li ttSs ho b-bj FQ Y' :�1 tex'rtstr w aa S : x�Sr'o�t ,� 13 60 �b S (( VL�' -7 l.0' ftllow • e 5h w .oY sx . gott LSheetDate '5/O - of `o t a F 14s Ag r� bo( spazi;m�, a (v-)W/. fv- A-6- 1- 33 W 3n�re . v- = actvmQ s 6 eat = bola s p Fv- : a.Uowo,6Lc. SIneA,rr Pel bolt For E-A te,<idY0)/( Ir 50r --Ate-f%'0'r W4'tts 7)- 7-0 ChOOse- A-llt�w� �.� �Qc,w� t�►s�vn �, �,f Its, Incr�d ctuw-.c W�IL be c.k�s�,.. . Frwy+ a4wvvuCz' SivwrSvh` QY 115CMC0 '• 5 oL s ttDzA, WD SA-, wrt)Z-7 6 , •e&. See ,AecC s tee t- Foy- SN eac w^tut La 8 .. N M Torn -,� .T.k.e_ Fa�� �vde of tke tu�sivy boC�- Sod' �a Js.*5hcJwH oti• rigw.t. CLe v"r tt%e- bolt W►LL Y -pal Out aM.Q_�,c. 5 ale. tArl WUL to.Skean oS ----for a Colter faiLwrr r" r `G` L Hsajow-A capnut + ZY 'D TOY G 2 %^ ` T e AS,' ZV 14 00 !b s C 2 x 4 p LeA , It 2 -5Y ) F►5 a , Fa:Ow.c 1ncc�c P 7-v . 2100 ib► ' ( ZX �, Pl y -#2 SYPH 2v _ Z9oD Ibs CZxfs p� . , 4L -EYP 14'11 118 14' r,y \ \ \ m 1 \ e fro�`y�A� sv�e F1 ;11 CedNN m A' $ w LZV1N F; 10� '; A6 F n COV5 { \ AFF ay 1!2 ��dd �etn • Ce� LZVLN Ft !rn SQ �'J` m •»+* ..1�y 1190 a• " w Zv '^ '� p + N + 3 vi i yp y.6 1" u ga 16 s5 (ft) (Ttj rtj klo/f ) t+•► r I's + "Z" IS ALWAYS EQUAL TO 1.33 WHICH IS WIND MAGNIFYING FACTOR. ���� WALL � DESIGNATES THE NAILING SPACING AT PANEL EDGES AND TE SUPPORTS FOR EXTERIOR WALLS, OR THE SCREWS "NFL EDGES AND INTERMEDIATE SUPORTS FOR -"'rRWISE NOTED. -nO WALL MEANS THAT 7/16" OS6 FOR FIRST S WALLS. AWL EDGES AND AT 12" LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 5 2001 Re:-Wind Loading Requirements For Lot -#11 of 1`48 PKooic ScaJ,, Dear Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 1997-SBC for wind speeds of 100 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 1997-SBC as long as sheets #6 thru #10 of the architectural drawings are satisfied. it shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear wails segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear 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 possible footing design revisions may need to be implemented prior to commencing footings work, Please let me know, if further help is needed. Sincerely M---�. Louis J. Gabriel, P.E. FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1190 /`Q �/� '_r� Builder: BESTCON Address: Lot: 1`�G rTTt�!'(�/C ` CLeGZ.permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap: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(ft2) 1190 ft2 c. N/A 7. Glass area&type a. Clear-single pane 0.0 ft2 - 13. Heating systems b. Clear-double pane 144.0 ft2 _ a. Electric Heat Pump Cap:30.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 _ d.Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0,170.0(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=11.0,1024.0 ft2 _ EF:0.86 _ b.Frame,Wood,Adjacent R=11.0, 182.0 112 _ 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, 1208.0 ft2 _ 15. HVAC credits _ b.Under Attic R=19.0, 100.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, f c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 125.0 ft _ MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as-built points: 18247.00 PASS Total base points: 18771.00 I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in c Tpliance with the Floridaspecifications covered by this o�'sUE SZ41, Energy Code. 7 C % calculation indicates compliance PREPARED GILBERT MILLER with the Florida Energy Code. Before construction is completed o DATE: this building will be inspected for I hereby certify that this buildin , as design d, i in compliance with Section 553.908 compliance with lorid nergy Cod Florida Statutes. OWNE GE BUILDING OFFICIAL: LO- DATE: DATE: DATE: - 2 C!> EnergyGaugeO(Version: FLR3PA 2.02) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1190.0 33.05 7080.3 Double,Clear N 1.3 5.0 15.0 19.22 0.93 268.0 Double,Clear N 1.3 2.0 8.0 19.22 0.78 119.5 Double,Clear E 1.3 2.0 4.0 40.22 0.63 101.2 Double,Clear E 1.3 5.0 30.0 40.22 0.90 1084.1 Double,Clear E 1.3 6.0 34.0 40.22 0.93 1277.7 Double,Clear S 1.3 5.0 15.0 34.50 0.83 431.9 Double,Clear S 1.3 3.0 8.0 34.50 0.70 192.0 Double,Clear W 1.3 8.0 30.0 36.99 0.97 1074.8 As-Built Total: 144.0 4549.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 182.0 0.7 127.4 Frame,Wood, Exterior 11.0 1024.0 1.70 1740.8 Exterior 1024.0 1.70 1740.8 Frame,Wood,Adjacent 11.0 182.0 0.70 127.4 Base Total: 1206.0 1868.2 As-Built Total: 1206.0 1868.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 165.2 As-Built Total: 38.0 110.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1190.0 0.60 714.0 Under Attic 30.0 1208.0 0.60 724.8 Under Attic 19.0 100.0 1.10 110.0 Base Total: 1190.0 714.0 As-Built Total: 1308.0 834.8 FLOOR TYPES 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 Base Total: -6290.0 As-Built Total: -7004.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1190.0 10.21 12149.9 1190.0 10.21 12149.9 EnergyGaugeO DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: _ - PERMIT#: BASE AS-BUILT Summer Base Points: 15687.6 Summer As-Built Points: 12508.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 12508.8 1.000 1.047 0.341 1.000 4469.9 15687.6 0.3573 5605.2 12508.8 1.00 1.047 0.341 1.000 4469.9 EnergyGaugeTM'DCA Form 600A-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 1190.0 9.76 2091.6 Double,Clear N 1.3 5.0 15.0 14.30 1.00 215.2 Double,Clear N 1.3 2.0 8.0 14.30 1.01 115.9 Double,Clear E 1.3 2.0 4.0 9.09 1.18 43.0 Double,Clear E 1.3 5.0 30.0 9.09 1.04 283.8 Double,Clear E 1.3 6.0 34.0 9.09 1.03 317.7 Double,Clear S 1.3 5.0 15.0 4.03 1.14 69.1 Double,Clear S 1.3 3.0 8.0 4.03 1.49 48.1 Double,Clear W 1.3 8.0 30.0 10.77 1.01 325.7 As-Built Total: 144.0 1418.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 182.0 3.6 655.2 Frame,Wood,Exterior 11.0 1024.0 3.70 3788.8 Exterior 1024.0 3.70 3788.8 Frame,Wood,Adjacent 11.0 182.0 3.60 655.2 Base Total: 1206.0 4444.0 As-Built Total: 1206.0 4444.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 18.0 8.00 144.0 Base Total: 38.0 453.0 As-Built Total: 38.0 312.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1190.0 1.20 1428.0 Under Attic 30.0 1208.0 1.20 1449.6 Under Attic 19.0 100.0 2.00 200.0 Base Total: 1190.0 1428.0 As-Built Total: 1308.0 1649.6 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 Base Total: 1513.0 As-Built Total: 3196.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1190.0 -0.59 -702.1 1190.0 -0.59 -702.1 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot; PERMIT#: BASE AS-BUILT Winter Base Points: 9227.5 Winter As-Built Points: 10318.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 10318.0 1.000 1.064 0.487 1.000 5348.0 9227.5 0.5340 4927.5 10318.0 1.00 1.064 0.487 1.000 5348.0 EnergyGaugeT"'DCA Form 60OA-97 EnergyGaugeMesFREE'97 FLR3PA 2.02 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: I PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.86 3 1.00 2809.86 1.00 8429.6 As-Built Total: 8429.6 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 5605.2 4927.5 8238.0 18770.7 4469.9 5348.0 8429.6 18247.5 PAS S mv� 04 TUE sT4 tr MoD way EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: PERMIT* 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area;.5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at comers; utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the.perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Mufti-story Houses 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 MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS _ CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap required-4-- Swimming e uired.Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =82.9 The higher the score,the more efficient the home. Lot: 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(ft2) 1190 ft' c. N/A 7. Glass area&type _ a. Clear-single pane 0.0 ft' - 13. Heating systems b. Clear-double pane 144.0 ft= - a. Electric Heat Pump Cap:30.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 _ d.Tint/other SC/SHGC-double pane 0.0 ft' b.N/A 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 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, 1024.0 ft2 _ EF:0.86 _ b.Frame,Wood,Adjacent R=I 1.0, 182.0 ft2 _ b. N/A c. N/A _ d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1208.0 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 Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 125.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) -t%E sT in this home before final inspection.Otherwise,a new EPL Display Card will be completed hyo 9r�0 based on installed Code compliant features. Builder Signature: Date: � a Address of New Home: City/FL Zip: �"C;pp WIE *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPADOE EnergyStar r`'designation), your home may qualify for energy efficiency mortgage(EEAV incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www fsec.ucf.edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version:FLR3PA 2.02) Residential System Sizing Calculation Summary Project Title: Class 3 Rating 1190 Registration No. 0 Climate: North 8/17/00 Location for weather data: Jacksonville -Defaults: Latitude(30) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 49 r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heating load calculation 19971 Btuh Total cooling load calculation 20216 Btuh Submitted heating capacity 30000 Btuh Submitted cooling capacity 24000 Btuh Submitted as % of calculated 150.2 % Submitted as%of calculated 118.7 % WINTER CALCULATIONS Winter Heating Load for 1190 sqft) Load com onent Load Ducts(5%) Window total 144 sqft 3974 Btuh Wnduws(20%) Wall total 1206 sqft 3809 Btuh Door total 38 sqft 526 Btuh e Ceiling total 1308 sqft 1770 Btuh Dows(3%) ` Ceiings(9%) Floor total 170 ft 5236 Btuh Infiltration 89 cfm 3703 Btuh Subtotal 19020 Btuhq s ' Flows(26%) ,,_,. Duct loss 951 Btuh TOTAL HEAT LOSS 19971 Btuh SUMMER CALCULATIONS Summer Cooling Load for 1190 sqft) Load component Load Window total 144 sqft 5220 Btuh Wall total 1206 sqft 2291 Btuh Latent 1nternel(6%j Latent nfil.(,3%) Wlndows(26%) Door total 38 sqft 404 Btuh Ceiling total 1308 sqft 1990 Btuh Floor total 0 Btuh Infiltration 81 cfm 1685 Btuh Irrt.(3dn(18%) Internal gain 3300 Btuh Subtotal(sensible) 14890 Btuh Ce0ings(10%) Duct gain 1489 Btuh Duots(7%) w Total sensible gain 16379 Btuh nfil;6%) 000r3(2%) Latent gain(infiltration) 2687 Btuh Latent gain(internal) 1150 Btuh The sizing method used wasOnergyG"e®System Sizing. Total latent gain 3837 Btuh PREPARED BY: ..�� Z TOTAL HEAT GAIN 20216 Btuh DATE: EnergyGauge® FLR3PA 2.02 W 26'6" 5 ' -- n n n c-) c-) M yvl N N N N N CD- 0 CJ2 J27 CJ2qFT. M IM CJ25 O L Mr- 00 CJ22 CJ23 (n ID M CO 1— z .. .. — — V C1 0 •• 2-PLY Z M 1-- �:U �CIO C Cfl n I O LC7 :1D �v rj OrlCID M �rCD. w (n Irl w Z Cn CJ2 I co n cn C 8O oo EJ18 3 Z CJ26 I C- N) m C7 N W 0 :1DID W I F- 4 M r— m A �U _ �U — — i SCO t 2 I--+ M O CnN -1 1 M M 12 _ — R2 - i C �7 Z C F- co M N � ,— :1D co 0 Gl C6 I B5 —i m m �U O cn RP t 2' D13 W 3 12 ' 16'6" - Un M ted P . O . Box 12267 umber� ( � m i Jocksonv i l l e, ,'L 0 32203 C904 ) 356 - 5440 ATTENTION: Contractors, Crews. & Frames 00,not out or otter trueaee. Hny queetlona or dlecreponolea should be dlreoted to Lumber Unlimited of 356-5440 prior to ereotl on modlFlootlon of ony trusses �0 O Lumber Unlimited le not Idoble For ony "back ohoryea" untesa opprov�d by oma or our representatives before the work oreatinq the ohorg0 :a performed. SUPPORT REPORT JOB DESCRIPTION: 7514 WIND CODE: CURRENT SBCCI WIND MPH: 100 BLDG TYPE: CLOSED TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND DESC SPAN-ft SIZE-in. TYPE XLOC-ft. YLOC-ft. MAX. +* MAX. -* UPLFT.-* Al 31. 500 3. 500 WALL 0.000 8.094 396 -274 Al 31 . 500 3. 500 WALL 9.208 8.094 1026 -426 Al 31 . 500 3. 500 WALL 26.208 8.094 790 -327 Al 31. 500 3 . 500 WALL 31.208 8.094 289 -236 ------------------------------------------------------------------------------- A2 31. 500 3. 500 WALL 0.000 8.094 655 -372 A2 31.500 3. 500 WALL 16.208 8.094 1109 -277 A2 31. 500 63. 500 WALL 26.208 8.094 736 -533 ------------------------------------------------------------------------------- A3 31. 500 114 . 000 WALL 0.000 8.094 1401 -603 A3 31. 500 3. 500 WALL 31.208 8.094 1099 -474 ------------------------------------------------------------------------------- B4 28.500 3. 500 WALL 0.000 8.094 641 -363 84 28. 500 3. 500 WALL 16.208 8.094 1158 -283 B4 28. 500 3.500 WALL 28.208 8.094 479 -360 ------------------------------------------------------------------------------- B5 28. 500 3. 500 WALL 0.000 8.094 543 -330 85 28. 500 3. 500 WALL 16.208 8.094 1421 -420 B5 28 . 500 3. 500 WALL 28.208 8.094 314 -239 ------------------------------------------------------------------------------- B6 28. 500 3. 500 WALL 0.000 8.094 523 -354 B6 28. 500 147. 500 WALL 16.208 8.094 1955 -636 ------------------------------------------------------------------------------- C7 26.500 3.500 WALL 0.000 8.094 1065 -456 C7 26. 500 3. 500 WALL 26.208 8.094 1065 -457 ------------------------------------------------------------------------------- C8 26. 500 3. 500 WALL 0.000 8.094 1065 -456 C8 26. 500 3. 500 WALL 26.208 8.094 1065 -457 ------------------------------------------------------------------------------- C9 26. 500 3.500 WALL 0.000 - 8.094 1065 -459 C9 26. 500 3. 500 WALL 26.208 8.094 1065 -460 ------------------------------------------------------------------------------- C10 26. 500 3. 500 WALL 0.000 8.094 1065 -465 C10 26. 500 3.500 WALL 26.208 8.094 1065 -466 ------------------------------------------------------------------------------- C11 26. 500 3. 500 WALL 0.000 8.094 1065 -472 C11 26.500 3. 500 WALL 26.208 8. 094 1065 -473 ------------------------------------------------------------------------------- C12 2-PL 26. 500 3.500 WALL 0.000 8.094 2019 -761 C12 2-PL 26. 500 3. 500 WALL 26.208 8.094 2019 -761 ------------------------------------------------------------------------------- D13 16. 500 198.000 WALL 0.000 8.094 1390 -508 ------------------------------------------------------------------------------- E14 5.667 3. 500 WALL 0.000 8.094 1479 -594 E14 5.667 3. 500 WALL 5.375 8.094 1479 -594 ------------------------------------------------------------------------------- E15 5. 667 3. 500 WALL 0.000 8.094 237 -180 E15 5. 667 3. 500 WALL 5.375 8.094 237 -180 ------------------------------------------------------------------------------- EJ16 7.000 3. 500 WALL 0.000 8.094 368 -181 EJ16 7 . 000 1. 500 NAILED 7.000 8.094 72 -180 EJ16 7. 000 1. 500 NAILED 7.000 11.615 162 -180 ------------------------------------------------------------------------------- EJ17 7. 000 3. 500 WALL 0.000 8.094 368 -180 EJ17 7 . 000 1 . 500 NAILED 7.000 10.094 7 -180 EJ17 7. 000 1. 500 NAILED 7.000 11.615 227 -180 ------------------------------------------------------------------------------- EJ18 2. 500 3. 500 WALL 0.000 8.094 230 -180 EJ18 2. 500 1.500 NAILED 2.500 8.094 16 -180 EJ18 2. 500 1. 500 NAILED 2.500 9.365 23 -180 ------------------------------------------------------------------------------- HJ19 D45 9.899 4 .950 WALL 0.000 8.094 425 -409 HJ19 D45 9.899 1. 500 NAILED 9.899 8.094 333 -208 HJ19 D45 9.899 1. 500 NAILED 9.899 11.609 218 -282 ------------------------------------------------------------------------------- HJ20 D45 9.899 4 .950 WALL 0.000 8.094 425 -409 HJ20 D45 9.899 1.500 NAILED 9.899 10.094 24 -180 HJ20 D45 9.899 1. 500 NAILED 9.899 11.609 527 -493 ------------------------------------------------------------------------------- HJ21 D45 3. 536 4 .950 WALL 0.000 8.094 182 -221 HJ21 D45 3.536 1.500 NAILED 3.536 . 8.094 14 -180 HJ21 D45 3.536 1. 500 NAILED 3.536 9.359 8 -180 ------------------------------------------------------------------------------ CJ22 1R 5.037 3.500 WALL 0.000 8.094 301 -180 CJ22 1R 5.037 1.500 NAILED 5.037 8.094 48 -180 CJ22 1R 5.037 1. 500 NAILED 5.037 10.633 108 -180 ------------------------------------------------------------------------------- CJ23 1R 5.037 3.500 WALL 0.000 8.094 301 -180 CJ23 1R 5.037 1.500 NAILED 5.037 9.675 48 -180 CJ23 1R 5.037 1. 500 NAILED 5.037 10.633 108 -180 ------------------------------------------------------------------------------- CJ24 1R 3.037 3. 500 WALL 0.000 8.094 242 -180 CJ24 1R 3.037 1.500 NAILED 3.037 8.094 23 -180 CJ24 1R 3.037 1.500 NAILED 3.037 9.633 45 -180 ------------------------------------------------------------------------------- CJ25 1R 3.037 3. 500 WALL 0.000 8.094 242 -180 CJ25 1R 3.037 1.500 NAILED 3.036 9.010 23 -180 CJ25 1R 3.037 1.500 NAILED 3.036 9.635 45 -180 ------------------------------------------------------------------------------- CJ26 3R 1.037 3. 500 WALL 0.000 8.094 260 -238 CJ26 3R 1.037 1.500 NAILED 1.037 8.094 23 -180 CJ26 3R 1.037 1.500 NAILED 1.037 8.633 151 -180 -------------------------------------------- ---------------------------------- CJ27 1R 3.037 3.500 WALL 0.000 8.094 242 -215 CJ27 1R 3.037 1. 500 NAILED 1.219 8.401 15 -180 CJ27 1R 3.037 1. 500 NAILED 1.219 8.724 87 -180 ------------------------------------------------------------------------------- THIS DRAWING SPECIFIES REPAIRS FOR A TRUSS WITH CRACKED OR BROKEN WEBS. 1 THIS DESIGN IS VALID ONLY FOR SINGLE PLY TRUSSES WITH 2X4 13, STUD, OR STANDARD CRACKED OR BROKEN WEBS. NO MORE THAN 1 CRACK OR BREAK PER WEB AND 2 CRACKED OR BROKEN WEBS PER TRUSS ARE ALLOWED. CRACKED OR BROKEN WEB CONTACT THE TRUSS MANUFACTURER FOR ANY REPAIRS THAT DO NOT COMPLY WITH THIS DETAIL. REPAIR DETAIL (B) o DAMAGED AREA. 0" MIN TO 12" MAX LENGTH OF CRACK OR BREAK 1N WEB. (S) = (2) 2X4 SCABS, SAME GRADE, SPECIES AS WEB MEMBER. MINIMUM LENGTH OF SCAB MUST BE THE GREATER OF: 1. 88" + LENGTH OF DAMAGED AREA (B_) MINIMUM OF 34" ON BOTH SIDES OF THE DAMAGED ARRki. 2. 809 OF THE ORIGINAL WEB LENGTH.- ATTACH ONE SCAB TO EACH FACE OF THE WEB WITH A DOUBLE ROW OF IOd COMMON NAILS SPACED 4" OC STAGGERED. REFER TO NAIL SPACING DETAIL FOR ADDITIONAL NAIL SPACING 34" MIN INFORMATION. NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGNS AND B SPECIFICATIONS, 10d COMMON (0.148" It 3") NAILS: 34" MIN DOUBLE ROW. STAGGERED S 4' OC + - BACK FACE __1TYPI-C-A0_ o - FRONT FACE 1" STAGGER +T O + O + O + O + 1/2- 0 +10 +' O + O + O 2X4 J3, STUD. OR STANDARD 1" WEB ONLY. ANY SPECIES NAIL SPACING DETAIL THIS DRAWING REPLACES DRAWINGS HC25094073 do 958.849 TRUSS REPAIR qq REr WEB REPAIR I A DALE 06/25/90 ANDDAMAGCO?CASSIS PUfT DI PAIR. IN Y H CASES D 10 XU E"I % INC IX1INT D/ RA.lArc REPWL•'[3S0000'_J AND IDC /IAfIDiL11Y tr REPAIR.IN f01C CASES 111E PCUDCNt SOLUTION IS TO SCRAP !Aly IIIC MNACiD 1RUS5[f AN� R[rU1lD.IMNAL V00p f D[R DAMAGE AND EXCESS �A1r1-43 DRVCi _ E C1Ot LTHAI t I EN N [III SNACK D BUIL IN READILY DCICC NS 1NER[fOpC, Al h1I,11/KAR E II IS VITAL TNA? 111E 1pUSf fA1I11[ATO1 AND BUILDING COfITpAC1O1 CONSIDER 11C I -ENCS CAUSE (l INC DAMAGE IN 11CIR DECISION VIKIIICR 10 REPAIR OR REBUILD, 8 tree) , R[PAIN VOtK SHOW EN 1"15 ppAVING APPLIES ONLY 10 T1QSE SCC110NS Or Tit 1RUSS Qq p[PORTED BY 111E TRUSS NANIIOACIURCR 10 HAVE SEEN DAMAGCO. A DUAL1fICD IIIIRD PARTY iQ�'•+ � INSPECIOR SMALL CNCCK TRUSSES 10 DETERMIft 1111 EXICNT Or ANY fbR11111 DAMAGE. If ANY, w AND VCpirY 111A1 REPAIRS PAVE BEEN PERfO1NED AS INDICAICO CN THIS DRAVING _ SPACING 24.0" Back To Repair Index D» ASCE 7-93: 100 MPH WIND SPEED, 15MEAN HEIGHT, ,ENCLOSED, 1 = 1.05, EXPOSURE C 2X1 (1) Ix4 -C BRACE • (1) 2x4 'LNBRACE (2) 2x4 "L' BRACE •• (1) 2X6 "L' BRACE • (2) 2X8 1,'BRACE ••C.ARLE VERTICAL WBRACESOROUP PACING SPECIES GRADE GROUP B GROUP A GROUP AOROUP B GROUP AGROUP B GROUP AOROUP B ---r--A— BRACING CROUP SPECIES AND GRADES:11 4 12 6 6 7 4 0 9 9 0 11' 7" 11 11 13' D• 14 SPT' 3 6 5 7' 2" 9 9 o B 11'i° 11 1 3 9 13 9 - GROUP A:I, STUD 6 4 7 1 S 9' B 9 11 t 11 1 13' 9' 13 9 _ R IItM- R1STANDARD 4 7 8' 18 2" 8 2 B 8" B 8 12 it t2 it- !STANDARD STA DARD 2_ STUD C n 1 b' S' 7' 4' 7' 11 B' 9' 9" b" it 7" 12' 6' 13' 9" 14 0 ��A D S I 2 3 10 8 3 b 0 7' 4" 7 11 0 9 9 6 11' 7 12 0 13' 9' 14 0 —�--_— 01 80U 1 f 3. it. 6' 6 6 8' 7 4 7 4 0 9 D 3 11 6 1 6 1 0 Rl D I:L STUD 3 6 0 0 b e 7 3 -F—J! 8 0 0 3 11 3 1 3 1 0 14' 0 �NRIN eruo U STANDARD 3 7 4 9 4 9 8 0 3- 8 6 B 6 B B 11 9 13 2 la 2 .—. C�T7 T� 2 i 7 7 1 B 6 B b 10 1 0 4 13 13 0 14 0 S ANDARD F' U SI-1' 9 4 0 E 7 6 7 8 6 8 6-1 10' 1 0 13 3 1 3 0 0 Q' LT n, STUD 1 0 6 7 11 7 B 6 0 6 10 1 10 1 13 3 13 3 14 0 14 0 GROUP B: 0 I i i STANDARD 4 0 5 b 6 6 7 6 7 8 10 1 10 1 11 a i] 8 14 0 t4 0 N M-nR 5P 1 4 6 7 1 7 6 S 6" B 1 to 1 10 to 13 3 14 0 14 0 14 0 11 A TR J`- 2 4 b 7 1 7 8 8 6 B t 10 t t0 t0 13 3 to 0 14 0 14 0 W (� 3 4 3 6' 9 6 9 8 5" 0' il" 10 1 10 7 13 3 13 11 14 0 14 0 -N D j+1, STUD 4 3. B A 6-9, 6 6 0 10 l0 1 10 7 13 3 13 0 14 0 14 0 u NPI R DOUGLAS FIR-LARCH STANDARD 4 l 6 10 6 10 7 6 7 0 10 1 10 3 11 11 11 I1 14 0 11 0 L 1 2 4 7 7' 10' 6 1 B 3" 9 6' 11 1 11 6 14 0 14 0 14 0 14' 0 2 I2 S f- 1' /3 4 6 7 B" 7 B B 3 B 3 11 1 11 1 f 4 0 14 0 14 0 14 0 Q U t�F 9 UD 4 6 7 7 7 7 9 3 9 3 11 1 1 I 1 14 0 14 0 14 0 14 0 p i ]' STANDARD 4 6 6 7 6 7 6 6 6 8 J 1 t t 1 1 t3 6 13 6 14 0 14 o CABLE TRUSS DETAIL NOTES: 1 6 0 7 10 B 6 B 3 IO 0 11 v 11 11 14 0 14 0 14 0 14 0 cr SP 2 1 10 7 10 6 6 9 3 10 0 i f 1 11 11 l4 0 14 0 14 0 14 0 LAVE WAD DEFLECTION CRITERIA IS L/240. N 3 1 6 7 10 7 l0 B 3" 9 B 11 1 11 6 14 0 14 0 11 0 14 0 PROVIDE UPLIFT CONNECTIONS FOR IDD PIT OVER a--i D 11 L S D 4 6 7 B 7 8 0 3 9 9 11 1 11 6 14 0 14 0 14 0 14 0 CONTTNUOUe BEARING (6 P91 TC DEAD LOAD). S N ARD 1 7 6 6 --1'a 0 10 6 10 11 1 11 6 13 0 13 9 ]I 0 !1 0 d1eIA EMD BUPPORTe WAD FROM 4' 0' SYMMIM�� OUT1.001E RS WITH E'0'OVERHANG.OR 12' PLYWOOD OFERHANO. i ATFACH EACH 1'BRACE WiTH 104 HAVEN. AKS TM= Et6 /214 OR BLTTZR 0 POR(1) 1 BRACE: SPACE NAILS AT t'O.C. DIACONAL BRACE OPTION- 7 +`M Ie'END tom AND 4'D.C. BETWEEN ZONES. VERTICAL LENGTH MAY BE t8' FOR(it) 'L BRACES: SPACE NAILS AT 3'O.C. DOUBLED WHEN OIAOONAL IN te'END E0REN AND D'O.C. BETWEEN ZONES. BRACE O USED. CONNECT 1' L 1 BRAONO MUST BE A MINIMUM Or BOX OF WEB DIAGONAL BRACE FOR 710/ DREB_- RB MEMBER LENGTH. AT EACH OND. - well T07AL MOTH IN IA•. GABLE VERTICAL PLATE SIZES BR. BP OR Dr-L STVD r — , 01% /0. err II/14,H-►is IB' mvml OR us V93M L LENOTH BROWN OR BETTER DIAGONAL 1 A IN TABLE ABOVE. ' ORT3 ANA o BRACEI e1N0It OR THAN 1, tx4 r" L)011slE cur(Aa SHOWN) 77 THAN t1 a :.ex4 AT UPPRR CID. NTWUOUS BLARDN ♦ RD1e11 TO COMMON TRUSS DESIGN FOR PEAR, SPLICE,AND HEEL PIATFS_ CONNECT DUCONALAT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT or VERTICAL BES. THIS DRAWING REPLACES DRAWING A10015E •VARNI VV RU S S LOUR % C AR[ IN fADRICAItNG.INIWILING,SNIPPING, INSTALLING REF ASCE—CAD10015 AND BRACING, p[f[R f0 HID-91 (HANDLING INSTALLING AND TRACING). PUTLI.NCD IT OPT NTRUG PLATE INSi(TUTE. SOA D'ON[7RI0 DR. SUITE E00, MADISON, V1. 57719) TOR SAFETY PRACTICES v10A P!�/,I, PRIOR 10 PERFORMING THESE FUNCTI[�NS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE P:'TII'-1C,�r�j. DATE OG 25�J PR[1PCRlY ATTACHED STRUCTURAL PANELS AND Bp11tN CHORD SHALL HAVE A PR[1PCRLY ATTACHED RIGID �'Q' Cr ILING. ••INPORIANTw FURNISH A COPY or THIS DESIGN IO IHC INSTALLATION CONTRACTOR. A 2Z� . ALPINE ENGINEERED PRODUCIS, INC. SHALL Not BE RESPONSIBLE FOR ANY DEVIATION FRM /HIS N0n(� ,B DRWG A]0015ENOG99 DC SIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH SPIN OR FABRICATING. R'yAY (/�/,1�f/ HANDLING, SHIPPING, INSTALLING AND BRACING Q TRUSSES. DESIGN CONFOtMS V1114 APPLICABLE -ENG PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICAituN PUBLISHED BY THE AHERICAN FHRESt AND APER ASSOCIATION) AND FPI. ALPINE CONNECTORS ARE MADE tr' 20GA ASTM A653 GRAD GALV. STEEL 'S), STATED MAX TOT. LD. 60 PSF C%CCP/ AS NOTED. APPLY CONNCCIERS TO EACH FACE Or TRUSS AND, UNLESS OTHERWISE LOCATED ON TY)'••,�IOq{ THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-2, 71E SEAL t7N THIS IIRAVMG IND1CAlES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THC TRUSS ING NEMA DESIGN S11tiVN. iflC SUITABILITY AND USE OF THIS COWONENI FOR ANY PART'"', BUILDINGUS THE F IF MAX SPACING 24.0• Back to Gable Index S K CONVENTIONALLY FRAMED VALLEY DETAIL (A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER PARTIAL FRAMING PLAN (B) 2X4 SP OR SPF K3 CRIPPLE (MAX HEIGHT 6'-3") (C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") COMMON (D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER TRUSSES AT 24" OC NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). A\ NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEY SUPPORTING TRUSS BRACING DETAILS. RAFTERS (B), (C) MAX HEIGHT WiTH IX4 "T" BRACE IS 9'-10". RIDGE (B), (C) MAX HEIGHT WITH 2X4 "T" BRACE 19 1l'-2". RAFTER FOR IX4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH Bd BOX (0.113" x 2.6") NAiLS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.136" x 3.6") NAiLS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. COMMON TRUSSES AT 24" OC (9) 16d BOX NAILS. (3) 16d. BOX (2) 18d BOX NAiLS, TOE-NAILED THRU TOE-NAILED (_2) 16d BOX NAILS, NAILS, TOE-NAILED CRIPPLE INTO RIDGE BOARD OE-NAILED (3) 16d BOX NAILS (D) (A) (D) (3) 16d BOX NAILS RATED (A) (C) (8 SHEATHING (C) 4'0" TYP. (B) (3) 16d BOX GIRDER NAILS, TOE-NAILED 2) 16d BOX NA119, TOE-NAILED (TYPICAL) •SUPPORTING TRUSSES RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONS (3) 16d BOX NAiLS. TOE-NAILED THRU CRIPPLE INTO RATED SHEATHING THIS DRAWING REPLACES DRAWING V105-CONV V NIN �>• E C N AB CATiNG,HANIII N S"1 N lAlL1NG AND BDACING. R[FC i0 HIB-91 (HAHM ND INS AILING AND DRAciNG>,PU�L.ISIIED DY T►1 (TRUSS ,�£�P R !C LL 30 30 40 PSF REV CONV. VALLEY AI HittTUtC, sBa D' fi D1R1�MSUIT SSS OIHEPVI CIINDfCA1ED,OP Gl10roRDRSNALLCi,AVE ...'1��ti /� �D PEor177NING t1E 3�P'P 7j.y IC DL 20 l5 7 PSF DATE 06 d5 ( ( PROPERLY ATTACHED SIRUCTURAL PANELS AND BO1T01 CHORD SHALL HAVE A PR(IPCRLY AIIAC14D RIGIC , F' �� L�`3 CEILING IMPORTANT-'FURNISH A COPY Or THIS DESIGN 10 THE INSIALLATION CONIRACI R, V "0""'1y�'� ALPINE ENGINEERED PRODUCIS. INC. SHALL NOT BE RESPONSIBLC FOR ANY DCVIAII(N FROM INIS ,►YNI(N1 1C DL 10 10 10 PSF DRWG VA1,C0NVFO6J9 { IK SIGN: ANY FAILURE 10 BUILD 114 TRUSSES IN CDR'ORNANCE V1t11 IPI;DR FABRICATING, RI►fNF ,� '- IIANDLING. SNIPPING.INSTALLING AND BRACING EF iRUSSCS. DESIGN CDNFORNS VII"APPLICABLE 3C LL 0 0 0 PSF -ENG MLII/I(AR PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY 114 AMERICAN FOREST AND �, STATE OF PAPER ASSOCIATION)AND IPI. ALPINE CCNNCCIURS ARE HAVE Or 20GA ASIN A653 GR40 GALV. Sy TOT.LD. Fi0 55 57 PSr LAP AS NOTED. APPLY CONNECTERS 10 CACTI FACE Or TRUSS AND.UNLESS 0114ERVISE LOCATED (N ,C'•'••;2a11o►:'' INIS DESIGN. POSITION CONMECIDRS PER CRAVINGS 160 A-Z. INC SEAL ON THIS pRAVIN6 INDICATES DUR.rAC.1.25/1.3311,115 i.t5 ACCCPIANCC OF PROFESSIONAL ENGINEERING RCSPONSEBILl1Y SOLELY FOR IFC TRUSS CDPONCNT DESIGN S11OVM. THE SL41ADIL1Us lit orwautillull or lit1Y AND USE Or IRIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING SEE ABOVE Back to mainscreen T #2 HIP OR COMMON TRUSS STEPDOWN CORNER SET TOP CHORD 2X4 SO. PINE 2 N. SEE TABLE BELOW FOR HIPJACK GRADE 2' TYP' #1 HIP TRUSS BOT CHORD 2X4 SO. PINE 2 N WEBS 2X4 SO. PINE 3 7� J5 HIPJACK TOP CHORD LUMBER GRADE , MAX NORMAL MAX HIPJACK SOFFIT WEIGHTCORNER SET 5 J3 OVERHANG OVERHANG LENGTH*** LENGTH*** 2 PSF 10 PSF SETBACK 3' 1-06-00 2-01-072 N 2 N 7' 0" 0 J1 1-09-00 2-05-11 #2 #2 DENSE OR #1 N ]' 2-00-00 1 2-09-15 fl . #2 DENSE J1 J3 5 J7 J7 J7 J7 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. *** J UPLIFT: 350# 200({ LOC: + ++ UPLIFT BASED ON 10.0 PSF TOTAL DEAD .LOAD. WIND SPEED=110 (100) MPH. MEAN HGT=17.5 (30.0) FT. ENCLOSED. (SBC) *** 1' 3' 5' 7' ' 2 TYP. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT: 580# 430# +++ OPTIONAL VERTICAL WEB. USE W1.5X4 AT BRC LOC: + ++ BOTTOM OF VERTICAL. USE W3X4 AT TOP UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND OF VERTICAL AND DIAGONAL WEB. SPEED-120 MPH. MEAN HGT-22.8 FT. ENCLOSED. (SBC) • (2) 18d TOENAILS J3 HJ ** (3) 18d TOENAILS J5 ** ** 37 ** 12 t 2.12 12 W2X4 3fU TO 8.004.24 ALTERNATE LOADING W2x4 W2X5 , TIM TCLL 20 PSF ** OR PSON TCDL 20 MAX PSF ++ * * * * + +++ 3!4- -��- 1A2e BCDL 10 PSF -O-D. 50 MAX PSF 1 3' 5• 7• *** 9-10-13 OVER 2 SUPPORTS iDUR.FAC. 1.25 R-483(• W-3.50- R-852/• W-3.50- END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES DRAWING HC 11795029 rrVARNIN rr TRUSSES R OU1RE E%T E CAFE IN ABRICA ING,HANDLING, SHIPPING, INSTALLING7' STBK CS AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING).PUBLISHED BY TPI (TRUSS @R PF TC LL 30 MAX PSF REF PLATE INSTITUTE. 303 D'ONOFRiO DR., SUITE 200.MADISON,Vt. 53719) FOR SAFETY PRACTICES �s:�.�+IL';,l� I PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE 1�.�P qj:!1� TC DL 15 MAX PSF DATE 06/25/99... PROPERLY ATTACHED STRUCTURAL PANELS AND 20710H CHORD SMALL HAVE A PROPERLY ATTACHED RIGID ;G F. CEILING, IMPORTANT--FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. No. $C DL 10 PSF DRwG CS7SBK3A0699 ALPINE ENGINEERED PRODUCTS,INC. SHALL NOT BE RESPONSIBLE fOt ANY DEVIATION FROM THIS •' ;• DES)GNi ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIi OR FABRICATING, H"DLING.SHIPPING.INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE AY BC LL 0 PSF -ENG SJP KAR PROVISIONS OF NDS (NATIONAL DESIGNSPECIFOCA710N PUBLISHED BY THE A14ERICAN FOREST AND STATE O PAPER ASSOCIATION)AND TPI. ALPINE CO(NECTORS ARE MADE O' MA ASTM A633 GP40 GALV. STEEL ••,•• [DURTAC. OT.L D. 55 MAX PSF EXCEPT AS NOTED. APPLY CONNECTORS i0 EACH FACE [F TRUSS AND,UNLESS OTHERWISE LOCATED ON ���'•♦ THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES �� 1.33 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING SEE ABOVE (7514-BESTCON - Al ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. r r TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X5= W2.5X4 W2.5X4 W1.5X3 6 r– 6 W1.5X3 III W3X7 2-0-0 W5X4 If +8-1-2 W2.5X4 = W1.5X3 III W2.5X4(Al) W2.5X4(A1) W3X3= [1 01..c 9-4-4- SIE 17-0-0 fF15-9-0 _I_ 15-9-0 9-6-0 I 16-8-8 T 5-3-8 31-6-0 Over 4 Supports R=396 U=274 W=3.5" R=1026 U=426 W=3.5" R=790 U=327 W=3.5" R=289 U=236 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:2 FL/-/4/-/E/-/- Scale =.1875" Ft. **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R235-56087 INSTITUTE, 583 D'ONDERIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO \\0%11111111"I PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED \\ '�E Rt P F A r/-�. TC DL 7.0 P S F DATE 05/23/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `���\ P •�lF�C9�'yw'�j' *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� I'•• B C D L 10.0 P S F D R W HCUSR235 DII43253 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • 24 ,DI (�• BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING To ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE SI CN 0.22839 B C L L 0.0 P S F HC-ENG D L J/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE e• STATE OF; TOT.L D. 37.0 P S F S E Q N - 20681 CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GAL V. STEEL, E%CETT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i ••• RESPONSIBIAWING 6IITY SOLELYTHE FORSEA THE TTRUSSICOMPONENT DESSIGNDICATSHOWNCEPTANCE THE OSUITABILITYOAND UNAL SEIOFETTHIS �✓j�j•� �.�ORI • ��` D U R.FAC. 1.25 F ROM J D M Alpine Engineered Products,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER FI31IlCS City,FI. 33844 ANS I/TPI 1-1995 SECTION 2. /i//rZREDEN,0\�\ SPACING 24.0" (7514-BESTCON - A2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ° TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 FILLER 2x4 SP #3 (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. + TC TO BE BRACED BY PROPERLY ATTACHED PLYWOOD SHEATHING. SEE DWGS S1001SEN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. W5X5- W5X5 6 � W2.5X4 5X4 W 2.5 X 4 � + W2. W2.5X4 6 r— + —I 6 W3X4 W3X4 2-0-0 6 L + k �W5X6 +8-1-2 W2.5X4(Al) = W3X7 X4= W5X5 = W3X4 11-6-01 16-4-4 24-10-0 6-8-0 14-3-0 i 1318-8-1ffi-9-0 16-6-0 1 4-4-0 4-0-0 8 0 fE 31-6-0 Over 3 Supports J R=655 U=372 W=3.5" R=1109 U=277 W=3.5" R=139 PLF U=101 PLF W=5-3-8 Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:1 FL/-/4/-/E/-/- Scale **WARNING— HIREQUIRE1 (HANDLRINGECARE INSTALILNING ANDCBRAC51NG)H) PUBILISHE0 BYPT I IN(TRULSSING PLATLED '%JJillIIfty TC LL 20.0 PSF REF R235--56088 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. W] 53719), FOR SAFETY PRACTICES PRIOR TO %% .1 E R P.�'�i,, PERFORMING THESE FUNCTIONS. UNLESS OTHEAV A RWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� y, 2w/�� T C D L 7.0 P S F DATE 05/23/01 *`IMPORTANTSIR UC I UR AL **N EL FUSWIISHBOTTOA COP CHORD DOFHT HISALL HD ESI G NP TOP THEY INSTALLATTIONATTACHED GC DNTRACTOR. ALPINE ENGINEERED �` • 'jig; �I�ICq�•v''� �' BC DL 10.0 PSF DRW HCUSR235 01143254 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 ANDQ,, 839 ? B C L L D.0 P S F HC-ENG D L J/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS fNATIONAL DESIGN J - SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIAT IN) AND TPI. ALPINE r. STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY COMM TO T 0 T.L D. 37.0 P S F S E A N - 20692 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �/•1. F •'07 DRAWINGS 160 A 7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING j;-yam• �ORIOP•• _`�� D U R.FAC. 1.25 FROM J D M RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TNIS /j p '`�� Alpine Engineered Products,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER /// n ` Hames City,FL 33844 ANSI/TPI 1-1995 SECTION 2. /�'p�4����1q��`` SPACING 24.0° (7514-BESTCON - A3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ' r TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #3 SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. CALCULATED HORIZONTAL DEFLECTION IS 0.16" DUE TO LIVE LOAD AND 0.13" DUE TO DEAD LOAD. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. + TC TO BE BRACED BY PROPERLY ATTACHED PLYWOOD SHEATHING. W5X5= W2 5X4 W5X7 W2.5X4 6 r + (A) 6 W3X4 W3X4 W3X5 W3X4 -J 4 W5X6= 4ii 8-1-2 W5X5 W6X12 W5X5 W3X4= W3X4(Al) 24-10-0 1 6-8-0 18-3-0 _�_ 13-3-0 �l 5-3-8 T 6-0-0 T 9-6-8 T 4-0-0 T 6-8-0 1 LE 31-6-0 Over 2 Supports R=147 PLF U=63 PLF W=9-6-0 R=1099 U=474 W=3.5" Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:1 FL/-/4/-/E/-/- Scale =.1875" Ft. *BRACNG. REFERRTOSES HIBR9OUIR(HANDLRINGEINSRE IN TALLINGAAND BRAOCNNG)HANPUBILISHEOHDYPTPI IN(TRUSSING AND PLATE TC LL 20.0 PSF REF R235--56089 PERFORMING THESEDFUNOTI0NS. UNLESSSO T0THERWISEDINDICATTED, 10 PICHER0 SHA LLFHAVEPRACTI CESPR0PERLY ATTTACHEO ,.�`I,�tER P.rP' ' TC DL 7.0 PSF DATE 05/23/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. s!� 'C•. � **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED In •DI 4 r BC DL 10.0 PSF DRW HCUSR235 01143255 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL UP.E TOBUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAU ING AND '4 22839 ► BC LL 0.0 P S F HC-ENG D L J/W P F ALPINE KI 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 • TOT.L D. 37.0 P S F S E Q N - 20698 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR 4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERN ISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •Q- DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING %�C••F(ORI • 4(%`� D U R FAC. 1.25 F R 0 M J D M RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS Alpine Engineered Products,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER '��' ` Haines City,FL 33844 ANSI/TPI 1-1995 SECTION 2. 4i TREDE�G��o` SPACING 24.0" (7514-BESTCON - B4 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W4, W6 2x4 SP #2: WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4= W1.5X3 III W1.5X3 III W2.5X4 br W —T6 W6 2-0-0 8-1-2 W2.5X4 = W3X3= W2.5X4(A1) = W4X4= W1.5X3 III W2.5X4(A1) W2.5X4 pE6 �F 16-4-4 �E 14-3-0 _I_ 14-3-0 C 16-6-0 T -3-4-8-1 8-7-8 28-6-0 Over 3 Supports R=641 U=363 W=3.5" R=1159 U=283 W=3.5" R=478 U=360 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:3 FL/-/4/-/E/-/- Scale =.1875" Ft. *BRACNGNG*REFER TOSES HIBREQUIRE1 (HAN SINGE CARE INSTALLFING AND BRACING)HANDLING, LISHED BYSHIPPING, TPI IN(TRUSSING AND PL TE N'ItllilElf/ff// TC LL 20.0 PSF REF R235--56090 PERFORMING THESEDFUNOCTIONSIO DRUNLESSTOTHEORNISEDINDNCAWED, TOPIC37 HOROFSHALLFNAVEPPROPERLY RACTICES ARI OR \�``��,'(�E RL P /A/I��� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ``� IY�L' ,"YA + T C D L 7.0 P S F DATE 0 5/2 3/0 1 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C` �./� _ BC DL 10. PSF DRW HCUSR235 01143256 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANI FAILURE TO ///Z=���//^ • BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AIA ' }' . Uo.�2839 = B C L L 0. P S F H C-ENG D L J/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 ; STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 3 7.0 P S F S E Q N - 20769 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTNS PEN i�•p�••�. Q` �� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING C OR%Q••�L/ �� D U R.FAC. 1.25 FR0M J D M RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND U1E OF THIS ��/ Alpine Engineered 33944 CIM COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ,/I/ BRED IT3IIleS City,FL 33544 ANSI jTP1 1-1995 SECTION 2. /'fffff1111101\I�\ SPACING 24.0" (7514-BESTCON - B5 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. , TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN NGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. W4X4 W1.5X3 III W1.5X3 III W 2.5 X 4 6 16 4 W4X5(R) III 4 8-1-2 W2.5X4 = W4X7 W2.5X4(A1) W2.5X4(Al) I1 6 OI_ -I 1�6-DI - 16-4-4 IF 14-3-0 _I_ 14-3-0 J 16-6-0 T 5-10-4 1- 6-1-12 28-6-0 Over 3 Supports R=543 U=330 W=3.5" R=1421 U=420 W=3.5" R=314 U=239 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:5 FL/-/4/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAU-ING AND ��t11U111/�� T C L L 20.0 P S F R E F R 2 3 5--56091 II NSTINUTE,RE583 DFER OONOBRIO Dft HANDU ITE LING 200TAMADI SONNDWBRAC 53719),PUB ORSSAHE OEBY PR ACTICIS(TRUPEOR ATO \\��```�E R P.�'�i,, PERFORMING TNESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED \ `��y,•.t;��•• ��/�jl� TC DL 7.0 P S F DATE 05/23/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. \Q C'.9•.�/ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREf _� �� BC DL 10,0 P S F D R W HCUSR235 01143257 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �Q L BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, IVO INSTALLING AND .0839 = B C LL 0.0 P S F HC-ENG D L J/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (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. APPLV 10hNECTORS TO i ,p•• • ` TOT.L D. 3 7.0 P S F S E Q N - 20702 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CO%NEC?URS FER •F4 P �` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��j'C/,(+ �R,� \\\ D U R.FAC. 1.2 5 FROM J D M RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USL OF -.HIS Il"�- AIpmHEngs ceryrPdPrOduc�,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PFR ap�EREDEN������ SPACING 24.0" ANSIZTPI ]-1995 SECTION 2. (7514-BESTCON - 66 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. , TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. + CHORD TO BE BRACED BY PROPERLY ATTACHED PLYWOOD SHEATHING. W4X4 W2.5X4 6 r W4X4 —1 6 6 r + W3X4 + + W3X4 J 4 4 `— �8-1-2 W3X7 = W2.5X4(A1) W4X4(R) 144X5(R) III W3X4 1 � IL 6=-01 I-QE 8-3-0 7-8-8 IE88I 14-3-0 �I h 16-6-0 �T 5-10-4 T 6-1-12 1 LE 28-6-0 Over 2 Supports R=443 U=360 W=3.5" R=173 PLF U=50 PLF W=12-3-8 Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:l FL/-/4/-/E/-/- Scale =.1875" Ft. *B RACNGNG*REFER TO HIBUSSES R 90UIR(HANDLRINGE CARE INSTALLING AND BRACNING)HANDLING,PUBLISHED BY BYP IPI INSTALLING PLATED TC LL 20.0 PSF REF R235--56092 \\11111 III/// PERFORMING THEESE5 83NST TUTE DFUNCCTIONS. UNLESSSU T0THOERWISEDINDICATED, 10 PICHORDFSOALAFHAVEPPR0PERLYRACTI CES ATTPR ACHED Of4 R TOER P //' I C DL 7.0 PSF DATE05/23/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. iI�IC7 �"IMPORTANT* FURNISH A COPY OF THISDESIGN TOTHE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �'�-Y BC DL 10.C PSF DRW HCUSR235 01143258 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO '01 F BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, IN`S TALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS CF NDS (NATIONAL DESIGNO.22839 B C L L D.0 P S F H C-ENG D L J/W P F CONNECTORSPIN SPECIFICATI ARE PMADESOFD20GAT ASTMMA653ER IC AGR 40ft GALV EST AN OSTEEPERE%CEPTIASINOTf DpO TAPPLYACONNFC TOR$ TO �� STATE OF; TOT.L D. 3 7.0 PSF S E A N - 2 0 7 7 1 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER p DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL LP'GINEERINC ��j��(�1,•;�G OR1IDV'- �` D U R.FAC. 1.2 5 FROM J D M RESPONSIBILITY SOLELY FOR THE TR USS COMPONENT DESIGN SHOWN. THE SUITAd`,CITY AND USE OF THIS z Alpine Engineered Products, Inc. ANMI/TPIT1FOR ANSEC SECTION BUILDING IS THE RESPONSIBILITY OF THF BUILDING 0ESIGNF R, PLR '/'// FREDENG�\��`�� SPACING 24.0" (7514-BESTCON - C7 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.20" DUE TO LIVE LOAD AND SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. 0.16" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4 W 2.5 X 4 W 3 X 7 W2.5X4 6 (q) —1 6 W3X9 J 4 W5X6= 6 �- 8-1-2 W30(Al) W1.5X3W14X6(R II W1/5X3 III W5X5= W2X6(A1) W1.5X3 III W1.5X3 III 1-6-0. 1_1-6-0 19-10-0 6-8-0 13-3-0 13-3-0 6-3-8 9-6-8 4-0-0 6-8 0 fE 26-6-0 Over 2 Supports J R=1065 U=456 W=3.5" R=1065 U=457 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:7 FL/-/4/-/E/-/- Scale =.25" Ft. *BR RACING, REFERRTOSES HIB-BUIR(HANDLINGEINSTALLNINGAND BRACING). PUBLISHEDISHEDG. HBYPTPI INSTALLING PL TE \\ttc\t1�Ilfff TC LL 20.0 PSF REF R235--56093 INSTITUTE, 583 D'ONOFRID DR., SUITE 200, MADISONOF, WI 53719), FOR SAFETY PRACTICES PR IDR TO �\\``'�G R P.,�'o,, -7 STRUCTURAL PANELSRE RM G I ES FUBOTTOMITIONSCHORDESHALOLHERW HAVESA PftOPERLYE N DATTACHEDORBGIDALL HAVE CEILIN6 PROPr_RLY ATTACHED. ```�� -•�tic �A. ' T C D L / .Q P S F DATE 05/23/01 _IMPORTANT— FURNISH A COPY OF THIS DEST GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ���{ �� BC DL 10.0 PSF DRW HCUSR235 01143259 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Q Q,�., S BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, iNSTALLING AND �Q_ZLZf39 '� B C L L P S F H C-ENG D L J/W P F ALPINEBRACING 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 TOT.L D. 37.0 P S F S E A N - 20790 CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ��• `` EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINIER;NG ORIaP Alpine Engineered Products,InC. COMPONENBIFORYANYOLPARTICOULAREBUILpINGOMI 56NHETRpSPONSIBIOwNY OF THE dIILUBNGIDESIGNERSEPOF ?HIS �'�I�'/s'TFREDEN % DUR.FAC. 1.25 FROM JDM HainesCity,Fl, 33844 ANS17TP1 11995 sEc UN 2. //hgf11t1tH%% SPACING 24.0" (7514 BESTCON C8 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.19" DUE TO LIVE LOAD AND SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. 0.15" DUE TO DEAD LOAD. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. GRADE OR BETTER. ATTACH WITH 8d NAILS C 6" OC. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X10 143X7 W 2.5 X 4 6 r— 6 (A) J 4 W5X6= W3X7 !m 6 �8-1-2 W4X6(R) lil W5X5 143X7(Al) 55:- Wl.5X3 III W1.5X3 III W2X6(Al W1.5X3 III W1.5X3 III 1_1-6-011 _ 6-00 18-8-8 7-9-8 13-3-0 _I— 13-3-0 �l 6-3-8 T 8-5-0 T 4-0-0 T 7-9-8 26-6-0 Over 2 Supports j R=1065 U=456 W=3.5" R=1065 U=457 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:3 FL/-/4/-/E/-/- Scale =.25" Ft. —RACING WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND �� � T C L L 20.0 P S F R E F R235--56094 6 NSTI TUTE,RE 5"' DFER OONOPR910 DR(HANDLING TE 200TAMADISON LLING AND AC53719),ING) PU POR S SAHE D ETY PRACTI CE SUPRI OR SS ATO .� °�(E R P.F''�,, P ERf.RMI NG THESE (UNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT ACBEO `�� '�'• �/�,w//,� TC DL 7.O PSF DATE 05/23/01 STUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING,. `�� Y` r'q• -y p "I MPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��. B C DL 10.0 P S F D R W HCUSR235 01143260 PRODUCTS, INC. SHALL NOT DE RE SPONSIBIE FOR ANY OEY IATION FROM THIS DESIGN; ANY FAI LUTE TO BUILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. 1N STALLING AND (�o.2°Z�839 BC ILL D.O P S F HC-ENG D L J/W P F ALPINE BRACING OF TRUSSES THIS OF SIGN CONFORMS WITH APPLICABLE PR OY IS OF NDS INA, AL 11 SIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL:INE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTOR, TO •� TOT.L D. 3 7.0 P S F S E Q N - 20716 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER • �C� P, �Rr DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �I,�f/ OR�� �,l( �� D U R.FAC. 1.25 F ROM J D M Alpine Engineered Products,InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USt Of THIS , /�.• �G`�'���� Haines City,FT. 33844 COMPONENT FOR ANY NSEPARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER .,,,��REDE����%% SPACING 24.0" (7514-BESTCON - C9 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.19" DUE TO LIVE LOAD AND SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. 0.15" DUE TO DEAD LOAD. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X10 W3X7% W2.5X4 6 (q) 1 6 W3X7 = 6 L. J 4 W5X6 �8-1-2 W4X6(R) 111 W5X5= W2X6(Al) = W3X7(Al) Wl.5X3 III W1.5X3 III E(�po II W1.5X3 III W1.5X3 III ,I 1�c— . 11IE 0 18-8-8 7-9-8 13-3-0 13-3-0 6-3-8 8-5-0 4-0-0 7-9-8 fE 26-6-0 Over 2 Supports J R=1065 U=459 W=3.5" R=1065 U=460 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:l FL/-/4/-/E/-/- Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1���1///fff T C L L 20 .0 P S F R E F R235--56095 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ��\\ '�EIS P,,c�i., PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ��� 11�'• TC DL 7.0 P S F DATE 05/23/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RI6ID CEILING. •rC+ -` C.q�.�Y�J/ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AL PIM1E ENGINeERED ° ((� B C D L 1 .0 P S F D R W HCUSR235 01143261 PH ODUCTS, 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 ��.�39 C�ZALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISON IONS OF NOS (NATIONAL DESIGN _ = BC LL 0.0 P S F HC-ENG D L J/W P F CONNECT0RSI AREON UBLI MAD E SOFO 2 OGAT AST MM A653AGR4OR IN STEELER E XCEPTAS SIC I ASAT NOTED- ITT PL YACON"1 ECTORS TO STATE OF: T 0 T.LD. 37.0 P S F S E A N - 36996 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PFR ��h�..c�ORIpp�.'�"` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �i �1 L E�Iplll�ing CCCYCd 1XIOLIU ,Inc. COMPONENT FOR ANOY SECTION O2 L ARES UILOINGO IISOTOETROESPONS[B I LOWTY OF THE BUI LOBI N G I DE S IGNE R, PER TN[SC'pED E�G\\�\��`` DPgC I NG' 24�Q�� FROM JDM (7514-BESTCON - C10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. r TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.17" DUE TO LIVE LOAD AND SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. 0.14" DUE TO DEAD LOAD. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W4X6 = W4X4 W2.5X4 W 3 X 7 6 I — —1 6 W3X5= 6 L- -, 4 W5X6 �8-1-2 W5X9; W5X5= W2X6(Al) W3X7(Al) W1.5X3 III W1.5X3 III W1.5X3 III W1.5X3 III 1_1-6-0. 1I 6 D_I 18-8-8 7-9-8 11-0-0 _�_ 4-6-0 _I, 11-0-0 6-3-8 T 8-5-0 T 4-0-0 T 7-9-8 IE 26-6-0 Over 2 Supports J R=1065 U=465 W=3.5" R=1065 U=466 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a 0TY:1 FL/-/4/-/E/-/- Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R 2 3 5--56096 INSTITUTE, 583 D'ONOFRIO R. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO %still�If // PE ERfORM[NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPER L'/ ATTACHED �` E R p R''., T C D L 7.O P S F DATE 05/23/01 STRUCTURAL PANELS, 80TTOM OR SHALL HAYS A P0.0 PE RLY ATTACHED RIGID CEILING. `�� ����C• ,� i _1 IMPORTANT_ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �' r 'Oj.•.v r BC DL 10.O P S F D R W HCUSR235 01143262 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L O.D P S F HC-ENG D L J/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN No.22839 SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE = STATE OF • TOT.L D. 37.0 P S F S E Q N - 36998 CONNECTORS ARE MADE OF 20GA 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 .p�• i DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i(� •f4 P'•• �(%�` D U R.FAC. 1.25 FROM J D M RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS �� O�RI Alpine Engineered Products,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSTB 1 LITY OF THE BUILDING 0E IS PER '�C' p Haines City,FL 33844 ANSI/TPI 1-1995 SECTION 2. '�.,�FREDEN���.� SPACING 24.0" (7514-BESTCON - C11 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.18" DUE TO LIVE LOAD AND SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. 0.14" DUE TO DEAD LOAD. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W4X7= W3X5= W4X4= W2.5X4 a W3X7 6 f 6 W3X4= 6 � J 4 W5X6 �8-1-2 W5X12 ; W 3 X 9 s W5X5= W2X6(A1) W3X7 (A1) W1.5X3 III W1.5X3 III W1.5X3 III W1.5X3 III 1_1-6-0, I 1L 6�DJ 18-8-8 7-9-8 9-0-0 _I_ 8-6-0 _I_ 9-0-0 6-3-8 T 8-5-0 T 4-0-0 T 7-9-8 fE 26-6-0 Over 2 Supports J R=1065 U=472 W=3.5" R=1065 U=473 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:1 FL/-/4/-/F/-/- Scale **WARNING** ES O(HANDLINGEINSTALLIINGAND BRACING)HANPUBNISHED BYPTPI INSTALLING PL TN� \ //I TC LL 20.0 PSF REF R235--56097 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ` T C D L 7.O P J F DATE 05/23/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `� \.!���'C• ��A��i STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. `� �{� .9�•-//�� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. A!.PINE ENGINEERED jd' �• BC DL 10.0 P S F D R W HC USR235 01143263 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • L BUILD INE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANJ y W.2 gg ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL HE SIGN = B C L L 0.0 P S F HC-ENG D L J/W P F 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 - 37003 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, E%DEPT AS NOTED. APPLY CONNECTORS To EACH FACE OF TRUSS, AND UNLESS OTHER ISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER C R•• ` i F�O I I DRAXI NGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEECING / • P`• ` D U R.FAC. 1.25 F R 0 M J D M �P1nHamginc City,FL duct,Inc. ANSI/7PIB1FU995N3ECTRONFOR ZLARTHE BUILDINGOMSOTHETRESPONSIBIUITY OF THE BURDBNGIDESIGNERSEPOR IH;l '��,,/` FREDrf.%%G SPACING 24.0" (7514-BESTCON - C12 2-PLY ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :T2 2x6 SP #2: 2 Complete Trusses Required BOT CHORD 2x4 SP #2 :61 2x4 SP #2 Dense: :B3 2x4 SP #1 Dense: NAILING SCHEDULE: (0.131x3.0_g_nails) WEBS 2x4 SP #3 TOP CHORD: 1 ROW @ 12" o.c. FILLER 2x4 SP #3 BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. 100 MPH WIND, 9.78 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN EACH ROW TO AVOID SPLITTING. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. CALCULATED HORIZONTAL DEFLECTION IS 0.28" DUE TO LIVE LOAD AND 0.24" DUE TO DEAD LOAD. (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X10 = T2 W4X7 = W4X7(R) 6 r— A —i 6 W1.5X3 III B3 B1 4 W 5 X 7= 6 E_ 8-1-2 W3X8(Al) W6X12 ; HS612 = W2X5(Al) W1.5X3 III W1.5X3 III 1I 6 D I W1.5X3 III W1.5X3 III1L 6-DJ 18-8-8 7-9-8 7-0-0 I_ 12-6-0 _I 7-0-0 6-3-8 8-5-0 T 4-0-0 T 7-9-8 fE 26-6-0 Over 2 Supports R=2019 U=761 W=3.5" R=2019 U=761 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:1 FL/-/4/-/E/-/- Scale =.25" Ft. *BR RACING. REFER TOSES HIBR91 (MANDLING INSTALLCARE NINGAAND BRACING)HANPUBLISHEDHBYPTPI INSTALLING PLATE TC LL 20.0 PSF REF R235--56098 PERFORMING THESEDFONCCTIONERUNLESSTE 2DO,OTHERWISEDINONCAWED, TOPICHORDFSHALIFHAYEETY PPROP ERLY ARACTICES ft TACHEO `��'(�E R P,1rr''�., F . TC DL 7.0 PSF DATE 05/23/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. • i, **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •�i�l••••ti PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANV DEVIATION FROM THIS OF SIGN; ANY FAllORE TO C. C4;.1, BC DL 10.E PSF DRW HCUSR235 01143264 BUILD THE TRUSSES IN CONFO0.MA NCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING A!:D `4 O1 �•. ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Nn.22839 B G L L 0.0 P S F HC-ENG D L J/W P F SPECIFICATION PUBLISHED OF 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 - 20785 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNEZ TORS 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 R P`• ��� D U R.FAC. 1.25 F R 0 M J D M RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF iHIS ORI Alpine Engineered Products,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 'Q�'I•RED EN,� `` SPACING S E E ABOVE 1I8ll1C5 City,FL 33$44 ANS /T i-1995 SECTION 2. ,I G "*` (7514-BESTCON - D13 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. W4X4= 6I— 6 W3X4 W3X4 S W3X4 W3X4 181 IBI IBI 8-1-2 W3X4= W3X4 L<1-6-0 J 1-6-0 8-3-0 I 8-3-0 J IE 16-6-0 Over Continuous Support R=84 PLF W=16-6-0 Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:1 FL/-/4/-/E/-/- Scale =.375" Ft. **RACING-WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T G L L 20.0 P S F R E F R 2 3 5--56099 BINST I TUTE,RE 583 DFER OON OFFRIO DR. DLING U I TE 200. MAD I SO NNDWBR AC53719j,PU F ORS SAFE T Y PRACTICES PR I OR ATO ♦.�°��P-R�P���''�i PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED3" `� �/w/-/I/ TC DL 7.0 P S F DATE 05/23/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ����C4 "Y //� p **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �' ��'•• B C D L 10.0 P S F D R W HCUSR235 01143265 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 4 i BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO �0.2x2839 B C L L D.0 P S F H C-ENG D L J/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFOft MS WITH APPLICABLE PROVISIONS OF NDS (N AT ,NAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE = STATE OF • TOT.L D. 37.0 P S F SEAN - 20719 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO w 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 �i��nj� ORI '�tt,�\�� OUR.FAC. 1.25 F R 0 M J D M RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS / \\ Alpine Engineered Products,Inc. // p� G G 1181IIC5 City,FL 33844 ANSI/TPI COMPONENT FOR 11995N SECTION BUILDING IS THE RE SP ONSIB[L ITY OF THE BUII.DING DESIGNER, PER //���''1CD100% \ SPACING 24.0" (7514-BESTCON - E14 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 9.15 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x6 SP #2 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/240.00 LIVE AND L/180.00 TOTAL LOAD. TC/BC SPLIT OPPOSITE FACE. W4X4 6 F— --j 6 Li �8-1-2 W3X7 III W2X6(A1) W2X6(A1) I, 2-10-0 I 2-10-0 �--5-8-0 Over 2 Supports— R=1479 U=594 W=3.5" R=1479 U=594 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:1 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INS TAILING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TROSS PLATE T C L L 20.0 P S F R E F R235-56100 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �U�tu uNip1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ��`` Z E RL P F''�. TC D L 7.0 P S F DATE 05/23/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. a • ��F��• ��A�'i� *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE`_RED � !G B C D L 10.0 P S F D R W HCUSR235 01143266 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND _ BRACING SPECIFICOF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NALLD"'L DESIGN iVo.22839 BC LL 0.0 P S F HC-ENG D L J/W P F CONNECT OR SIAREP MAGE SOFD20G ATASTMMA61 AGR40RGALV EST AN OSTEEPERE%CEPTA SSG IASINOTD N)EDND TAPPLY ACONNECTORS TO STATE OF TOT.LD. 37.0 PSF SEQN - 20722 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER e¢••• DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i(C F P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. HE SUITABILITY AND USE OF THIS •ice'C�v��A(1•//�•��Rtd-`••` � D U R FAC. 1.25 FROM J D M Haines City,FL 33844 ANSI7NEENTIFOR995NSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �'a��FREDENG����`� SPACING S E E ABOVE (7514-BESTCON - E15 } THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMFNSIONS) SUBMITTED BY TRUSS MFR. ' TOP CHORD 2x4 SP #2 100 MPH WIND, 9.07 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 #1 HIP SUPPORTS 2-6-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W2.5X4 6 F 6 8-1-2 W1.5X3 III W2X4(Al) = W2X4(Al) 1_ 2-10-0 _I_ 2-10-0 J -5-8-0 Over 2 Supports R=237 U=180 W=3.5" R=237 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:l FL/-/4/-/E/-/- Scale **WARNING- 8R CI NB G*REFER TOSES HIBR90UIR(HANDLING INSTALEME CARE LING AND BRAOCNNG)HANPUBILISHED BYPTPI INSTALLING TC LL 20.0 PSF REF R235--56101 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO o`°�(E R P. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACH ♦� •• / �j T C D L 7.Q P S F DATE 05/23/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��� �,,�I�I p• �� "IMPORTANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 10.0 P S F D R W HCUSR235 DT143267 PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO y �yg _ BUILD TO TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANL IVO.221839 = BC LL 0.0 P S F HC-ENG D L J/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN — S SPECIFICATION PUBLISHED BY THE AMERICAN FMREST AND PAPER ASSOCIATION) AND TPI. ALPINE = STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS N0 TE 0. APPLY CONNECTORS TO T 0 T.LD. 37.0 P S F S E Q N - 20724 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �j���•• �. Q`•i�Q" DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i �j ••L ..... �� OUR.FAC. 1.2 5 FROM J D M �pinRainesC,ty,FF'Lpr33844 Inc. COMPONENT FOR ANYECTIONCptAREBUILDINGOI THETRESPONS7B[OWNY OF TO BUiLOBNGIDESIGN R, ER THIS ���'�. FREDENG� `°` SPACING SEE ABOVE (7514-BESTCON - EJ16 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 11-7-6 R=162 U=180 6 F- 3-10-3 8-1-2 R=72 U=180 W2X4(Al) L<1-6-0 7-0-12 �7-0-0 Over 3 Supports—� R=368 U=181 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:3 FL - 4 E - - Scale =.375" Ft. "WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R235-56102 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ,N,\\11111111 I INST[TULE, 583 D'ONOFRIO DR., SOI TE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO \,% .�E R p PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `��� �;i�• /w'"I/�' TC DL 7.0 P S F DATE 05/23/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��� Q` t (',q•-Y/L �� "IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED -' I'•. BC DL 10. PSF DRW HCUSR235 01143268 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 4 ,D1 A BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN o.22839 B C L L 0.0 P S F HC-ENG D L J/W P F 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 TOT.L D. 3 7.0 P S F S E Q N - 20726 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OF SIGN, POSITION CO NNECTOHS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN6[NEEP.ING '�i�C •';C pp�OP:•�•`-v���� D U R.FAC. 1 2 5 FROM J D M RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS '/ l�,RED E\�G`r\�� Alpine Engineered 33844COMPONENT�C COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER '///,� \,\\\ SPACING 24.0" ANSI/TPI 1 1995 SECTION 2. IJ �\ (7514-BESTCON - EJ17 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. a TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. W1.5X3 III 11-7 6 R=227 U=180 1-10-3 6 F- 10 1 2 R=7 U=180 W4X5(R) 0 —J 4 A.8-1-2 W2X4(A1) LE 1-6-0 —IE 7-0-12 _I 6-3-8 a 7-0-0 Over 3 Supports R=368 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:5 FL/-/4/-/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 R 2 3 5- -56103 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \gllllllll l/,,, INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), EOR SAFETY PRACTICES PRI OROT O `\\\\ R P PZ Z PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORO SHALL HAVE PROPERLY ATT DATE FD •! �w-,� T C D L 7.O P S F DATE 0 5/2 3/0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `��\ •{IF�C�•"YA �i�' **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED J . BC DL 10.0 P S F D R W HCUSR235 01143269 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 24 ,01 (�• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 •� B C L L 0.0 P S F HC-ENG D L J/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR ISI OF NDS (NATIONAL DESIGN = - SPECIFICATION PUBLISHED BV 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 CUNNECTORS TO TOT.L D. 3 7.0 P S F S E Q N - 20729 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CGNNECTCRS PE'i '••F DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING �Gl 1 OR10P• �(,Iv D U R.FAC 1.25 FROM J D M RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANU USE OF THIS �i r Alpine Engineered Products,Inc. COMPONENT FOR ANY PAR CUL AN BUILDING IS TM£ flESPONS IB ILI TY OF THE BUILDING DE SJGNEH. VLF '�� �•••• G` 1\`` HamesClry,FL 33844 ANSI/TPI 1-1995 SECTION 2. ��i,,,��EN\�\.� SPACING 24.0° (7514-BESTCON - EJ18 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 6 9-4-6 R=23 U=180 1-7-3 8-1 2 R=16 U=180 W2X4(Al) L;c1-6-0 �2-6-12--� 2-6-0 Over 3 Supports R=230 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:2 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND c BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC L L 20 0 PSF F R E F R235-56104 INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO t�tttil t ll►r���' PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 9,01E R P.F�''�. T C D L 7.0 P S F DATE 05/23/01 STRUCTURAL PANELS, BOTTOM CHORD SHALI HAVE A PROPERLY ATTACHED RIGID CEILING. tI�f•••��iw��i� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C'9).•:Y S. B C D L 1 0.0 P S F D R W HL,U$R235 01143270 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE i0 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 24 B C L L 0.0 P S F HC-ENG D L J/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OVISIUNS OF NDS (NATIONAL DESIGN No.22839 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE — CONNECTORS ARE MADE OF 20GA ASPM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY C6NNECTORS TO •• STATE OF • T 0 T.L D. 37.0 P S F S E Q N - 20731 EACH FACE OF TRUSS, AND UNLESS OF ER NI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PE d. •• i DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �i ••�( P• `/ �� D U R.FAC. 1.2 5 FROM J D M Alpin Engineered Products,Inc. RESPONSIBILITY SOLELY FDR THE TRUSS CUMPGNf NT DESIGN SH BWN. E SUITABILITY AND USF OF THIS ��j C/ OR1� �� Mans City,FL 33844 COMPONENTOROR99 ANSECTRTTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OF IGNf R. FCR �'ii, FRED ENG `` SPACING 24.0" (7514-BESTCON - HJ19 D45 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. s H TOP CHORD 2x4 SP #2 100 MPH WIND, 9.78 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 11-7-5 W1.5X3 R-218 U=282 4.24 1- 3-9-14 8-1-2 W4X4= R=333 U=208 W2X4(A1) L-2-1-7 �E 9-11-9 �E 9-10-13 Over 3 Supports- J R=425 U=409 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:1 FL/-/4/-/E/-/- Scale — AND WARNING TOSES HIB 901UIRE D(HANDLING INEME STALILINGAAND BRAC51NG)6,.PUBILISHEDHBYPTPI INSTALLING TE illu(11// TC LL 20.0 PSF REF R235--56105 INSTITUTE, 583 D'ONDER10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO \�0% ER P,�/''�i, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDq/AA ' T C D L 7.0 P S F DATE 05/23/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `\ lll�C:` h Y **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �K ��� BC DL 10.0 P S F D R W HCUSR235 01143271 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �9y �_ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANF ( ` M•. IYO.'b839 = B C L L 0.0 P S F H C-ENG D L J/W P F ALPINE BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAT NAL DESIGN _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. .ALPIDE •• STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTOR$ TO T 0 T.L D. 3 7.0 P S F S E A N 20733 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNLCTORS PER DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ii'�C,•f4 ORIOP&�\.�� D U R.FAC. 1.2 5 FROM J D M Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USf OF THIS e, �� `�r\\\\ Haines C1ty,FI. 33844 COM P ANSI/TP NT 1F1995NSECTRTONC2LAR BUILDING IS THE RESPONSIBILITY OF THE BU[LUING DESIGNEk, PER i,��I4IRED 4111111110A%% SPACING S E E ABOVE (7514-BESTCON - HJ20 D45 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. r v TOP CHORD 2x4 SP #2 100 MPH WIND, 9.78 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. W2X5 III 11-7-5 R=527 U=493 W2X4 1-9-14 4.24 r- 10-1-2 R=24 U=180 W4X5(R) III —' 2.85 8-1-2 W2X4(A1) -2-1-7 �!_ 9-11-9- 8-10-0 -11-9 8-10-0 t o I2 9-10-13 Over 3 Supports R=425 U=409 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:1 FL/-/4/-/E/-/- Scale =.375" Ft. *B RACING —WARNING" TRUSSES TO HIB REQUIRE 1U IR(HAN LIEME CARE IN NG INSTALLINGAAND BRACING)HANDUBFLGSHEDHBYP TPG; INSTALLING IPLATED ��t11111111/I�� TC LL 20.0 PSF REF R235--56106 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ����`.�E R P ���/� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Q`p, •F•.•F �� T C D L 7.O P S F DATE 05/23/01 STRUCTURAL PANELS, 80T i0M CN ORO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `��` ��I�I(,+•,�2-p "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��•• BC DL 10.0 PSF DRW HCUSR235 01143272 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 4 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND { ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NO (NAIICNAL DESIGN _ o.2��39 BC ILL O.0 P S F HC D L J/W P F 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 CONNEC-FURS TO TOT.1-D. 3 7.0 P S F S E Q N - 20735 EACH FACE OF TpU55, AND ONE ESS OTHERWISE LOCATED ON TN IS DESIGN, POSITION CONNECTORS PER 'Qqq• `o—= DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINIII[I, �IESIGN SHOWN. �{�^;•�c;�OR10P•�(vv`� D U R.FAC. 1.25 FROM J D M /�Ip1110 jr"gg]I1P.c7CiI Product THE IIIc. COMPONENT RESPONSIBILITY FOR ANYY L PARTICULAR ELY FOR EBU[LOIN6USS GMSOTHE TREDSPOMSIBILITY OF THE BUILDING DESIGNER, PER TY AND USE OF TH'J "'l, C O% HalnesCity,FC, 33844 ANSI/TPI I-1995 SECTION 2. ,����IREDIEI,,;��� SPACING SEE ABOVE (7514-BESTCON - HJ21 D45 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ` TOP CHORD 2x4 SP #2 100 MPH WIND, 8.65 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. HIPJACK SUPPORTS 2-6-0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 4.24 I— 9-4-5 R=8 U=180 1-6-14 8-1-2 rlR=14 U=180 W2X4(A1) J'- 3-7-3—� -6-7 Over 3 Supports-6-7 Over 3 Supports R=182 U=221 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:2 FL/-/4/-/E/-/- Scale =.375" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING, AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF R E F R235--56107 IN STITUTE {{tl lfllflf/// S PRIOR TO PERFORMING THESEDFUNCCTRIO IONSDRUNLESSTOTHOERWISEDINDNCATED, TO PICHORFSHALLFHAVEPPROPERLY ATTACHED .� j e R P./c�/'/. T C D L 7.0 PSF DATE 05/23/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. fir`' ��y���IC9�"y�//j/� p `*IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F.� (/ pC DL 10.0 PSF DRW HCUSR235 01143273 PRODUCTS, INC. SHALL NOi BE RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN; ANY FAILURE TO ` 24 �O1 �• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND , No.22839 G B C L L 0.0 PSF H C-ENG D L J/W P F A L P I N E BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPiN. " • STATE OF: TOT.L D. 3 7.0 P S F SEAN - 20737 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY t'ONSECTORS Ti EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ••• DRAWINGS 160 A Z.US THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 'F� F�pp�pP• `` OUR FAC. 1 .2 5 FROM J D M RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THF SUITABILITY AND USE OF THIS / A'pinHain'City,FFLr�844'Inc. ANSISTPNT1FO995NSECTIONCZLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER '//// FREDENG� `` SPACING SEE ABOVE (7514-BESTCON - CJ22 1R 11 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10-7-10 R=108 U=180 6 F— 2-10-6 8-1-2 R=48 U=180 W2X4(A1) L,1-6-0 .1E 5-1-3 �-5-0-7 Over 3 Supports R=301 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:2 FL/-/4/-/E/-/- Scale =.375" Ft. *BR RACING. REFER TOSES HIB 901UIR(HANDLIEME CARE NG 2[NSTALLIING AND BRACING)HANPUBLISHED BYPTPI INSTALLING PL TE \\\Wn1!!! TC LL 20.0 PSF REF R235--56108 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO \�N'\ E R P.,"i,, RM AVE ONE PERL P C `S TR IMPOURAL PA`EITS, BOTTOSH ASC OORDO OF OH IS HOE SI ON PROPERLYDTHE [INSTALLATION LA TI RIGCONTRACTOR.PAOLPINEYENGINEERATTAC DED `` • �C`�I�jC.q��'[�/,� TC DL 7.Q PSF DATE 05/23/01 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO �d BC DL 10.0 PSF DRW HCUSR235 DII43274 ALPINE BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTnLLINf, AND _ �Y IYO.�1g39 _ B C L L D.O P S F H C-ENG D L J/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NA1[ONAL 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, E%CEPT AS NOTED. APPLY CONNECTOR. TO TOT.L D. 3 7.0 P S F SEAN - 20739 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '����•• P •t� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINi I �j ••��R�Q •• �/�� D U R.F A C. 1.2 5 FROM J D M RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS /// \� Alpine En ineered Products,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 8UI LOING DESIGNER. PER //I/ REDS �' \� P Haine�sCity,FL 33844 ANSI/TPI 1-1995 SECTION z. //4p1111110%\\\�� SPACING 24.0° (7514-BESTCON - CJ23 1R IL ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. 10-7-10 6I— - 16 R=108 U=180 .�9-8-2 R=48 U=180 --� 4 W2X4(A1) L<1-6-0 –�E 5-1-3 _I 5-0-7 �-5-0-7 Over 3 Supports R=301 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:2 FL/-/4/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1lt�n���tl�I T C L L 2 0.0 P S F R E F R 2 3 5--56109 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ���� E R P, //I/ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE ISOL ATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED dee • T C D L 7.D PSF DATE 05/23/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAY, A PROPERLY ATTACHED RIGID CEILING. •��t�l Cqti /''**IMPORTANT** FURNISH A COPY OF THISDESIGNTO THE INSTALLATIONCONTRACTOR. ALPINE ENGINEERED ��: B C D L 10.O PSF DRW HCUSR235 01143275 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN1 FAILURE TO pBUILD THE TRUSSES [N CO NF Oft MAN CE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INITALL'NG AHD • Q•�'�839 BC LL 0.0 P S F HC-ENG D L J/W P F ALPINE BRACING OF TRUSSES. IHIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS AT DESIGN = _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTUftS TO • • TOT.L D. 37.0 P S F S E Q N - 20741 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ���•• FC P •�� DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ij/�j�•• OR10. •�,v; D U R.FAC 1.2 5 F ROM J D M Alpine Engineered Products,Inc. ftESPONSIBIf.ITV SOLELY FOR THUILDINE TRUSS COMPONENT DESIGN SNONN. THE Sll ITABILITY AKD USi OF THIS / `};c`�� NT FOR ANY PARTICULAR BG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER // FREDEN %% Hames City,FL 33844 COMPONEANSI/TPI 1-1995 SECTION 2. �,1/1p1111W411%% SPACING 24.0" (7514-BESTCON - CJ24 1R 1L ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 6 F— 10 +9 45=R R=45 U=180 1-10-6 8-1-2 R=23 U=180 W2X4(Al) Liz 1-6-0JE 3-1-3—� 3-0�3 Supports R=242 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:2 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACITUTE REFER 8 3 T?DWIBRIO DRHANDUITE 200TAMADNSONNDWSRAC53719),PUBORSSAFEBY PRA CTI(TRUPRIORATO \\.\`,`�`t�R p�F.,,�' TC LL 20.0 PSF REF R235--5611 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY CES ATTACHED T C D L 7.0 P S F DATE 0 5/2 3/0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � t�fpq�ti,L�ii' **IMPORTANT** FUft NISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. A-PINE ENGINEERED �� �• BC DL 10.0 P S F D R W HCUSR235 01143276 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIAT IDN FROM THIS DESIGN; ANY FAILURE TO M . L BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANDS,�1g39 ° B C L L 0.0 P S F H C-ENG D L J/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROP I SIGNS Of NDS (NATIONAL DESIGN _ = SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •� STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALtl. STEEL, EXCEPT AS NOTED. APPIY CUNNEiTORS TO - T 0 T.L D. 37.0 P S F S E Q N - 20743 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •i DRAW GS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PR OfESSIONAi.ENGINEERING '�i��j�.A•F.ORIOP•�LvVA7��` D U R.FAC. 1.2 5 FROM J D M RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND OSE OF THIS I v/ •••• ``u`,t�' Alpine Engineered PrOducts,Inc. ANMPONEENT1F0995NSECTIONCZLAR BUILDING IS THE RESPONSIBILITY OF TME BUILDING OF SIGNER, PtR /'/// ��E�� \\,` SPACING 2 4.0" Haines City,FL 33844 (7514-BESTCON - CJ25 1R 1L ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ; TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. 6 F— 9-7-10 0 11 6 R=45 U=180 _t 9-0-2 R=23 U=180 —J 4 8-1-2 W2X4(A1) Lizi-6-0 —JE 3-1-3—� 3-0-7 3-0-7 Over 3 Supports R=242 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:2 FL/-/4/-/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 R 2 3 5--56111 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 422839 1111111111'x" PERE0RMING TH83ED F O NOTION 5,IO DR-NLE SSTO THORW HAD INDNCAWED, TO PI CH ORDFOH AL AF HAYEPRA 'I PRO PERLYCES ATTTPR ACHED R TO R P.F//'O TC DL 7.0 PSF DATE 05/23/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILIN /j`*IMPORTANT** FURNISH ACOPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '9rLSBC DL 10.0 PSF DRW HCUSR235 01143277 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OE SIGN; ANY FAILURE TOBUILD THE TRUSSES INCONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTAL'ING ANDBC LL 0.0 PSF HC-ENG DLJ/WPF ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIGNAL D.SIGN — __ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE $TATE OF CONNECTORS ARE MADE OF 20GA ASTM A613 GR 40 GALY. STEEL, E%CEPT AS NOTED. AP PLV CONNECTORS TO TOT.L D. 37.0 P S F S E A N - 20751 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONWFCTORS PER �,.F1'•• DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL E,6 NL ERI NO �j tcGl RL ORIOp:••���� D U R.FAC. 1.2 5 F R O M J DM RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANG USE 0, THIS lllpinHaing City,FL 33844 Inc Products ANSIOTPIT1FO995NSE CTI ONCZLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, FER ''//// G; ��`` y, / FREDEN ��� SPACING 24.0" (7514-BESTCON - CJ26 3R 3L ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 6 8-7-10 0 10-6 R=151 U=180 �8-1-2 W2X4{A 1) R=23 U=180 L<-1-6-0-- 1—1-1-3 1-0-7 Over 3 Supports R=260 U==238 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:6 FL/-/4/-/E/-/- Scale =.5" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING.E.REFER TO HIB-91 (HANDLING INSTALLING AND BN WIRACING)INST TOT , PUBLISHED BY TPI (-,RUSS PLATE `111111111111" TC LL 20.0 P S F R E F R235-56112 PERE ORM NG T HES ED FU N OCTION SIO DRU N L E S STOTHOERW ISE DI NDIC ATED, TO P5 31 IC HORDE SHALL HAVIT YE PR O PERLRACTI-EY AIT ARHED X511 E R P.P 5*,, STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `�� ••-•.3;�;•G,��!I`A'��r pTC DL 7.� PSF DATE 05/23/01 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �` -Y r D C DL 10.0 P S F D R W HCUSR235 01143278 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIT.URE TO V) (P• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND O[�4 X01 ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN _ IYQ.22839 BC LL D.D PSF HC-ENG DLJ/WPF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO : • TOT.L D. 3 7.0 P S F S E Q N - 20747 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER r DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING rj�Gf• ';C t,..*407, D U R FAC. 1.25 F R 0 M J D M RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TIi IS r/ Alpine Engineered Products,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPON S[B 1 L ITY OF THE BUILDING DESIGNER, PER '�� G` ` Haines City,FL 33844 ANSI/TPI 1-1995 SECTION 2. �.,��FREDEN111�.1 SPACING 24.0" (7514-BESTCON - CJ27 1R 1L ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. e TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF. WIND TC DL = 5.0 PSF, WIND BC DL = 5,0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. 6 --F- 8-8-11 0`x'12 R=87 U=180 8-4-13 iJ 4 R=15 U-180 8-1-2 W2 4(A1) �--1-6-0-JE1-3-6� r-1-2-1-0-1 1-2-10 Over 3 Supports RR=242 UU=215 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a OTY:2 FL/-/4/-/E/-/- Scale =.5" Ft. *`WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 2 3 5--56113 BRACING.I NST I TUT E.AEF ER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �ttilll filll, S PR OR TO PERFORMING THESEUFUUNUCTIONSIO DAUNLESSTOTHEAVE A RWISE0. UINOICAWED, TOPICHORDFUSHALLFHAVEPPRUPSRLY ATTACHED `,``` '�E R p F �� *`IMPORTANTTURAI ANEIS. NUISHUA COPYDOFHALLSHDESIGNPROPERLYHE IATTACHEDELATONGCONTRACTOR. .4L PINE fNGINEEREU ��`' 'I��('.9��ijj /� TC DL 7.0 PSF DATE 05/23/01 PRODUCT101 S, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEYIA770N FROM 7H IS DESIGN; ANY FAILURE 70 • r(O• B C D L 10.0 P S F D R W HCUSR235 DT143279 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND NO. 4 22839 B C L L 0.0 P S F HC-ENG DLJ/W P F A L P I N E BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAT IDNAI DESIGN til SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNf CTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECT DRS TO T 0 T.L D. 3 7.0 P S F S E O N - 20749 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i/�• •`(,� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �j/�C•.F�pq�OP:• v�� D U R.FAC. 1.2 5 FROM J D M RESPONSIBILITY SOLELY FOR TH£ TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS / Alpine Engineered3384Products,1nC. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 8U ILDING DESIGNER, PER '//�c�� \ �` HatnesCrty,FL 33844 ANSI/TPI 1 1995 SECTION z. ���/��� �ENGa��� SPACING 24.0" { a SBC: 100 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00 2X4 �BRACE (1) 1X4 '1." BRACE • (1) 2X4 "L" BRACE • (2) 2X4 "L" BRACE •• (1) 2X6 "L" BRACE * (2) 2X6 "L" BRACEGABLE VERTICALSPACING SPECIES GGROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B SPF 1 2 4' 3" 7' 3" 7' 6" 8' 7" 8' 10" 10' 3" 10' 7" 13' 7" 13' 11" 14' 0" 14' 0' BRACING GROUP SPECIES AND GRADES: 3 4' 1" 6' 6" 6' 6" 8' 7" e' 7" 10' 3" 10' 3" 13' 5" 13' 5" 14' 0" 14' 0" GROUP A: LIF STUD 4' 1" 6' 6" 6' 6" 8 7 8' 7" 10' 3" 10' 3" 13' 4" 13' 4" 14' 0" 14' 0" W ® 1 1 STANDARD 4' 1" 5' 7" 5' 7" 7' 4" 7' 4" 9' 11" 9' 11" 11' 6" 11' 6" 14' 0" 14' 0" SPRUCE-PINE-FIR HEN-FIR 1 2 STANDARD 2 STUD 1 4' 7" 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" 11' 1" 13' 7" 14' 0" 14' 0" 14' 0" 3 STUD 3 STANDARD SP #2 4' 6" 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" 11' 1" 13' 7" 14' 0" 14' 0" 14' 0" #3 4' 4" 6' 8" 6' 8" 8' 7" 8' 10" 10' 3" 10' 10" 13' 7" 13' 7" 14' 0" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE (� DFLSTUD 4' 4'" 6' 71" 6' 7" 8' 7" 8' 9" 10' 3" 10' 10" 13' 7" 13' 7" 14' 0" 14' 0" � E Q STANDARD 4' 3" 5' 8" 5' 8" 7' 6" 7' 6" 10' I" 10' 1" 11' 9" ]1' 9" 14' 0" 14' 0" STUD sTUD _ STANDARD STANDARD E SPF 1 2 4' 10 8' 4" 8' 7" 9' 11" 10' 2" 11' 9" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0" 3 4' 8" 8' 0" 8' 0" 9' 11" 9' 11" I1' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" HF STUD 4' 8" 7' 11" 7' 11" 9' 11" 9' 11" 1 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" GROUP B: W Q STANDARD 4' 8" 6' 10" 6' 10" 9' 0" 9' 0" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" HEM-FIR 1 5' 3" 8' 4" 9' 0" 9' 11" 10' 8" 11 9" 12' 8" 14' 0" 14' 0" 14' 0" 14' 0" 1 & BTR S P #2 5' 2" 8' 4" 9' 0" 9' 11" 10' 8" 11' 9" 12' 8" 14' 0" 14' 0" 14' 0" 14' 0" 1 W CQ 3 4' 11" 8' 2" 8' 2" 9' 11 10' 5" 11' 9" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0" ­4 DFL STUD 4' 11" 8' 1" 8' 1" 9' 11 10' 5" 11' 9" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS 2 R-LARCH STANDARD 4' 10" 7' 0" 7' 0" 9' 3" 9' 3" 11' 9" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0" SPF 1 2 5' 4" 9' 2" 9' 5" 10' 10" 11' 2" 13' 0" 13' 4" 14' D" 14 0" 14' 0" 14' 0" 42 3 5' 2" 9' 2" 9' 2" 10' 10" 10' 10" 13' 0" 13' 0" 14' 0" 14 0" 14' 0" 14' 0" HF STUD 5' 2" 9' 2" 9' 2' 10' 10" 10' 10" 13' 0" 13' 0" 14' 0" 14' 0" 14' 14' 0" Q STANDARD 5' 2" 7' 11" 7' 11" 10' 5" 10' 5" 3' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: M1 sp 1 5' 10" 9' 2" 9' 11" 10' 10" 11' 9" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0' 2 5' 9" 9' 2" 9' 11" 10' 10" 11' 9" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. #3 5' 6" 9' 2" 9' 6" 10' 10" 11' 5" 13' 0" 13' 6" 14' 0" 14 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 90 PLF OVER `—I DFL STUD 5' 6" 9' '4 9' 4" 1 10' 10" 1 11' 5" 13' 0" 13 8" 14' 0" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 1 5' 4" 1 8' 1" 8' V. 10' 8" 1 10' 8" 1 13' 0" 1 13 4" 14 O" 14 0" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" SYMM11K OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUTS PLYWOOD OVERHANG. GABLE TRUSS I + ATTACH EACH -L" BRACE WITH 10d NAILS. 2X4t2N OR BETTER * FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. DIAGONAL BRACE OPTION: IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. VERTICAL LENGTH MAY BE T + **FOR (2) "L' BRACES: SPACE NAILS AT 3" O.C. DOUBLED WHEN DIAGONAL 1B * IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. BRACE IS USED CONNECT + DIAGONAL BRACE FOR 610// 'l." BRACING MUST BE A MINIMUM OF 80% OF WEB L AT EACH END. MAX WEB BRACE MEMBER LENGTH. ** TOTAL LENGTH Is 14'. GABLE VERTICAL PLATE SIZES 2X4 STUD, p3 OR T- -I}- BETTER DIAGONAL I I VERTICAL LENGTH NO SPLICE VERTICAL LENGTH SHOWN BRACE; SINGLE 18" * LESS THAN 4' 0" 1X4 OR 2X3 IN TABLE ABOVE. OR DOUBLE CUT L 1 { + + GREATER THAN 4' 0", BUT 2X4 (AS SHOWN) AT LESS THAN I1' 6" UPPER END. GREATER THAN Il' 6" 2.5X4 ONTINUOUS BEARIN + REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT MIDPOINT OF VERTICAL WEB, REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. THIS DRAWING REPLACES DRAWING S10015E *►WARNING*■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TD HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDREF SBC-GAB10015 BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, ��� P ��/� DATE 06/25/99 TDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `��`� . -*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE DRWG S10015EN0699 7ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS _ -ENG DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, Ma: 2001 2283 _ HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH - APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA STATE 3 ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OFVAXa TOT. LD. 60 PSF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �r �• P: DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL r p(C POMPANO BEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THESUITABILITY ���. •1�'R�D' RESPONSIBILITYDOFSTHEF BUILDING DESIGNER,OPERNANSl/TPI 1L7995 USECTIONI 2.THE ''4,��FRE�EN`��l!?AX SPACING �,4.0 2X6 „T„ t GABLE DETAIL REINFORCING GABLE VERTICAL PLATE SIZES MEMBER 2X4 �1"' SYM. VERTICAL LENGTH PLATE IF PLATES REINFORCING ABOUT + FOR LET-IN VERTICALS ; MEMBER BETWEEN CHORDS SIZE OVERLAP LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0 BUT 2X4 2X8 TOENAIL TOENAIL LESS THAN 11' 6" GREATER THAN 11' 6" 2.5X4 2.5X8 �+ REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. + IF GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM 't" TO "I"' 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 TYP. 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. S17E 110 MPH 2x4 10 7 10 % + 15 FT 2x6 40 % 50 % 110 MPH 2x4 10 % 10 % 30 FT 2x6 50 % 50 7 100 MPH 2x4 10 7 10 7 15 FT 2x6 30 % 50 % RN 100 MPH 2x4 10 % 10 % rl 30 FT 2x6 40 % 40 % + + 90 MPH 2x4 20 % 10 % PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON 15 FT 2x6 20 7 40 % RIGID SHEATHING THE ENGINEERED TRUSS DESIGN. 90 MPH 2x4 10 % 10 % 4 TOENAILS 19 ATTACH EACH "T" REINFORCING MEMBER WITH 30 FT 2x6 30 % 50 % HAND DRIVEN NAILS: 80 MPH 2x4 10 % 20 % LOd COMMON TOENAILS AT 4" O.C. PLUS (4) 16d 15 FT 2x6 10 % 30 % "T" 80 MPH 2x4 20 % 10 % REINFORCING COMMON TOENAILS IN TOP AND BOTTOM CHORD. MEMBER GUN DRIVEN NAILS — 0.131" X 3": 30 FT 2x6 20 % 40 % TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP 70 MPH 2x4 0 % 20 % AND BOTTOM CHORD. 15 FT 2x6 0 % 20 % 70 MPH 2x4 10 % 20 % GABLE TOENAILS PACED AT THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE 30 FT 2x6 10 7 30 % TRUSS 4" O.C. GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. EXAMPLE: ASCE GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A11015ENO699, A10015EN0699, A09015ENO699, A08015ENO699, A07015EN0699 MEAN ROOF HEIGHT = 30 FT A11030ENO699, A10030EN0699, A09030ENO699, A08030EN0699, A07030EN0699 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 S11015ENO699, S10015ENO699, S09015EN0699, S08015ENO699, S07015EN0699 'T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030ENO699, S10030ENO699, S09030ENO699, S08030EN0699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" 4 TOENAILS SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE 1.10 x 6' 7" = 7' 3" VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 -*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF LET-IN VERT INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR `�{t 11 �1/1� SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, P. DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL �� //C i HAVE A PROPERLY ATTACHED RIGID CEILING. -s� • '�i •-IMPORTANTOA FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE 1 • I 1c. . • ?j�� DRWG GBLLETIN0699 ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 'A , _ -ENG DLJ/KAR DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, M� 4 '01 _ HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH No.22839 •• _ APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE - AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA7 •• STATE O jvlA? TOT. LD. 60 PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TD EACH FACE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER , POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i •� P.• FAC. ANY ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ����/••4 QRlD RESPONSIIBILIT YDOFSTHEEF BUILDINGO DESIGNER,OPERNANSI/TPI 1-1995 USECTIONI2 THE �srrFREDE*. AX SPACING 2401 TOP CHORD FILLER DETAIL + 2X4 CONTINUOUS LATERAL BRACING AT 24" OC MAXIMUM SPACING. ATTACH TO EACH TOP CHORD WITH (2) 16d NAILS. OFFSET FILLER DETAIL BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH 4 ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ++ t ++ 2X4 SO. PINE #2 N OR SPF #1/#2 FILLER TOP CHORD. 12 +++ 2X4 SO. PINE #3 OR SPF #1/#2 VERTICAL WEBS SPACED PIGGYBACK PLATE ** *� 48" OC MAXIMUM. OR 3X6 TRULOX t 4 * 8/12 MAXIMUM PITCH. ** 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. 4 + 12 tt REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS t 4 �* DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT + SHOWN. t 4 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF EACH TRUSS PLY. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. TOP CHORD FILLER DETAIL 4 EXTENDED TOP CHORD FILLER DETAIL 4 t ++ t PIGGYBACK PLATE ** OR 3X6 TRULOX 4 t 4 t 4 tt +++ 6-0-0 TYP 6-0—U TYP. *** + 12 tt + 12�* �* t t 4 4 + + t t 4 4 THIS DRAWING REPLACES DRAWING 884,080 ••WARNING•■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL MAX 30 PSF REF TC—FILLER INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR, SUITE 200, MADISON, WI. 53719) FOR \111 tll 111 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, \\\"k � ,C 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. ��\� 11 rji, DL MAX 10 PSF DRWG TCFILLER0699 •*IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONFROM THIS i �'• � ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; DR FABRICATING, M•a. 4 01 d`$C LL 0 PSF —ENG SJP/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE �•22839 OT= LD. MAX 55 PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ., ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER .p DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALj(� ••.� pRIDp: FAC. 1.15 OR 1.33 POMPANO BEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE �i &1 RE SPONSIIBILITYTY DOFSTHEF BUILDING DESIGNER,T IS COMPONENT PER NANSI TPI IL1995 USECTION ING I 2 THE //�� �R ENG ACING 24.0' SUITABIL /fllll BOTTOM CHORD FILLER DE'iA., OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (IX3 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# 1492# 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON—DENSE 2520 1343 1.5" X 3,5" 9 8 7 7 6 + Al 4 ++ ++ + 9.5 MAX + 3X8 TRULOX MAX (4)—/ % 3X12 TRULOX 2X8#WEDGE (2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE THIS DRAWING REPLACES DRAWINGS A115 A115/1? & 884,132 I-WARNING-* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDTC LL PSF REF BC FILLER BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR,, SUITE 200, MADISON, W1, 53719) FOR SAFTY PRCTICEPRIOR TO PEFRMING THSE VUNCTIONS. UNLSS OTHEWISE INDIATED, PSF DATE 06/25/99 TOPECHORDASHALLS HAVE PROPERLRYOATTACHEDESTRUCTURAL PANELSEAND BOTTOM CHORDCSHALL p DL HAVE A PROPERLY ATTACHED RIGID CEILING. c- ,DL 10.0 PSF DRW(; BCFILLER0699 *41IMPORTANTww FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ESIGNi ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 24 1 C SL PSF —ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH N0.22839 7� APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AL 7 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. PINE CONNECTORS ARE MADE OF 20GA OF ioT LD. PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS .01`11, APPLY CONNECTORS TO EACH IACt: 11 -RoDUCTS,INC, TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER RAWINGS 160 A-Z, THE TAY SOLE L ON THYISFOR DRATHENGWITRUSS INDICATES COMPOENGINESNENT ACCEPTDESIGN SHOWN, THANCE OF PROFESSIONAL .40FIjohl FAC.I,0/1 A 5�1.25/1,33 RING RESPONSIBILE ILITY AND OF USE OF BUILDING DETHIS COMPONENT FOR ANANSI/TPY PARTICULAR BUILDING IS 2.THE D f"P*ACING- 24.0" -ITY THE SIGNER, ANANSI 1-1995 SECTION 14 3 BOTTOM CHORD FILLER REPAIR RECOMMENDED REPAIR PROCEDURE 1. MEASURE DISTANCE FOR NEW LENGTH OF FILLER. MAXIMUM BOTTOM CHORD LOAD IS 10 PSF. 2. APPLY NEW 2X4 STUD GRADE OR BETTER VERTICAL + BOTTOM CHORD FILLER TO BE SCAB TO BOTTOM CHORD AND FILLER WITH (3) REMOVED. SEE NOTE #3. NAILS 0.131" DIA. x 3.0" OR LARGER, (I.E. 10d OR 16d COMMON, SINKER, GUN, OR 16d BOX NAILS) TO ++ FIELD APPLIED FILLER. EACH END OF VERTICAL. * 2X4 STUD GRADE OR BETTER VERTICAL SCAB. 3. CAREFULLY REMOVE EFFECTED CONNECTOR PLATES. ATTACH TO BOTTOM CHORD AND FILLER WITH (3) USE CARE NOT TO DAMAGE THE REMAINING NAILS WITH A MIN. 0.131" DIA. X 3.0" LENGTH. CONNECTOR PLATES OR LUMBER IN ANY WAY. REFER TO ENGINEER'S SEALED DESIGN 4. TRIM FILLER TO LENGTH, AT EDGE OF NEW VERTICAL REFERENCING THIS DETAIL FOR ALLOWABLE SCAB. FILLER DIMENSIONS, PLACEMENT, AND WEBBING. I I ' ' * FILLER BC LENGTH TO TRIM FILLER �0"OC MAX. FIELD APPLIED FILLER MUST BE SPF #3 f OR BETTER. EXISTING FILLER THIS DRAWING REPLACES DRAWING 962,767 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF BC FILLER REP. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED \\\{111 BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR \ SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ,��%%% 'I P/://// DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � • IC'q• DRWG REPBCFIL0699 ..IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE � • �'� ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS Na• 2a of _ -ENG MLH/KAR DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, • No.22839 • _ HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE STATE O = AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF % • •• ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i�'F • ';C ORIOt.. POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i/C�•• SUITABILITY AND OUOUSE OF THIS COMPONENT DESIGNER, R ANY Y PI/TOICULAR BUILDING S2 THE THE //�I�`�FREDEN�' \\�`