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Permit 2029 Duna Vista Court �i rL`1 j�f Jj CITY OF ATLANTIC BEACH f J 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 J INSPECTION PHONE LINE 247-5826 u Application Number . . . . . 04-00029198 Date 11/02/04 Property Address . . . . . . 2029 DUNA VISTA CT Tenant nbr, name . . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 15048 Owner Contractor ------- --------- -------- ------------------------ DUKES, MARY CHAMPION ROOFING SERVICE INC. 2029 DUNA VISTA COURT 3734 SPRING PARK ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 246-2645 (904) 396-4642 ------- ----------------------------------------- ---------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 165 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 15048 Expiration Date 5/02/05 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 165 . 00 165 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 165 . 00 165 . 00 . 00 . 00 PERMrr IS APPROVED ONLY IN ACCORDANCE WnH ALL cny OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 'j, C s BUII.DING OFFICIAL J� 1' S} CITY OF ATLANTIC BEACH L ROOFING PERMIT APPLICATIO4 viii, ^^� Date: Job Address: Q aq L^� jnCL_ �i`�� C-+ • __ Owner of Property: r r _J, il<C.5 Address: )))'c)4 IDLjnrA Vl,��a C4, Telephone: a1 4(D Dfo( i'S Contractor: C rQM ► ' Scr V —�S-tate License Number: C C-057 002. Contractor's Address: 3� rtira Q(}, � r Jchs� c�(Sf1V I��t2 3 �� Telephone: q(-)q 2A(9" x-(04?,.- Fax: Scope of Work: y-n rr C +CCA,r C5� �cy-A �,1�1 � 1�r�P�plcr�� h��s dry D�r�� ..� � -�-1�►2r;:-� �t,., Deck Slope: U 1-7, Greater than 2:12 Less than 2:12 Valuation of work: (4-:�-1 Dcl e 100 Product Name(Example: Timberline): TiY`(`Ve-f-i 1,yy JD Manufacturer(Example: GAF): ASTM Designation(s): �b 30i P TV PE I , b I (o( Tt� l b-3W(i?� Required Inspections: Sheathing and Final Signature of Owner: Date: t O G�-� Signature of Contractor: / Date: {Q' D.t} C) AS TO OWNER: Sworn to and subscribed before me this day of 0&0 ,20(T9 State of Florida,County of Duval Notary's Signature: Q Cl, U—qQ. eersonally known poft& Donna Macleod ❑ Produced identification DD220127 Type of identification produced L-,Gw�.nre05.2007 AS TO CONTRACTOR: Sworn to and subscribed before me this day ofodfo kA ,20 . State of Florida,County of Duval Notary's Si ature. b err�. Dona Med�eod ersonally known d ply cwwo W DOQMV ❑ Produced identification w w E,c0m June o6,2007 Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800ax: 4)247-5845 http://www.ci.atlantic-beach.fl.us Page 1 Revised 2/21/03 FROM CHAMPION ROOFING FAX NO. : 904 396 5343 Oct. 25 2004 11:49AM P1 e! _ CITY OF ,ATLANTIC BEACH ROOFING PERMIT APPLICATION Date: Job Address: Qp o a !)tjrlC_ Owner of Property: �LIt 4 ,Address: ao� l� y1.,7��Q a- Telephone: ca�N(o' foH5- Contractor: C�rnonn ?Q 1, r rV►G2S� •� State License Number: Cs�C.C)5"-7 40c Contractor's Address: 51 34 fVrt 9a4_ 9_8 JAL�i IL K-1 3 Q7 Telephone: ' Q Fax: (.p IY3 :3 h Scope of Work: "mc& +ear n—�Nf10�n� �• _w T�Q'�_� ` � � WA2kbz� Deck Slope: I I Greater than 2:12 Less than 2:12 Valuation of work: t Product Name(Example:Timberline): -Ttrrk r1►Yy �TJ Manufacturer(Example:OAF): 6 R F ASTM Designation(s): i T" { Required Inspections: Sheathing and Final Signature of Owner: Date: 1 D •1-a 'Q� u""! Signature of Contractor: Date: AS TO OWNER: Sworn'to and subscribed before me this• pa day of 0' , ,20-01—V State of Florida,County of Duval Notary's Signature: C_ Irrp?.00duced rsonally know O&M M,.1 od identification ti' > 00m2t Type of identification produced .,, Lwm4mft as.=ar! AS TO CONTRACTOR: Sworn to and subscribed before me this _day of D Ir, ,20_. Sate of Florida,County of Duval Notary's Si lure ."" omit MadAad ersonally known �my ow wwwwn COMW ❑ Produced identification %1710f E,WesJuMai.2W Type of identification produced $00 Seminole Road •Atlantic$each,Florida 32233-5445 Telephone: (904)247-SSN atc: 4j 24 -384 bttpJ/www.cLallande-beach ti.as Pagel Rerixd2A1/03 , �� CITY OF ATLANTIC BEACH , D.D. Ford BUILDING / ZONING DEPARTMENT . Hic ins 1 f i 800 Seminole Road oerr J ;r Atlantic Beach,Florida 32233 (904)247-5800 '�!rJJi,fir (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 04- 29)9S Property Address: 20'29 D k J N Vl S I A CT Applicant: �N A Mp 101 R o0�1 N G Project: This p mit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: l0— 1 tY - 4 fX�,'lr�rCITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET IJI,, J .k Date: Address U c s r,,- C(` Heated Square Footage @ $ per sq ft = $ Garage / Shed @ $ per sq ft= $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ f S^d Y ? 3 . $ Total Valuation 19 $ 0 $ S� Remaining Value $ r per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ / O ZONING: + '/z Filing Fee $ S? FLOOD ZONE: ( ) Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ / (, 5 WATER IMPACT FEE $ -� SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( ) RADON HRS .0050 $ SECTION H PAVING ( ) $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ f G 1/13/03 MAP SHOWING SURVEY OF LOT 66, SELVA NORTE, UNIT 2, AS RECORDED IN PLAT BOOK 40, PAGES 37 AND 37A, IN THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,. FLORIDA. U C6 l vl s.es•oo'ooE. EXHIBIT A. JTK CONSTRUCT ION'ti.cueve= oArA o c AND ERI LAND KAREN COHILL e = 9s•oo 00 o h U`� F• /Os.o •o p A. /79.59• r-i zo. 79 o� c 1156-47' \ O Q N.ac•ao'0o'E. sr • or bs 4 lir jr YE DArd e' o c �o1r� C• X39• p \ l� . E• ^• /,54.0' for 67 m o '_ p � NOTE A[G/RoNs ARE MAY 2 1990 Building and Zoning I HEREBY CERTIFY TO THEODORE W. HOPKINS AND LUCY A. HOPKINS OF JACKSONVILLE THAT I HAVE SURVEYED THE LAND AS SHOWN IN THE ABOVE CAPTION AND THAT THIS MAP IS A TRUE AND CORRECT REPRESENTATION OF THAT SURVEY AND THAT THE SURVEY RF.PRFcvnrrcn ---- 1 xnM 0002711 DEPARTMENT OF BUILDII 0 CITY OF ATLANTIC BEACH PERMIT INFORMATION ------ -------- LOCATION INFORMATION --- Permit -P esrmit Numbr+e+r s 2706 Addre v a 2029 DUNA VISTA CT. P*ra►it Types MECHANICAL ATLAHM RRA+CHO'; FLORIDA 3� 3. es C1&acaf Mork: NEW LEGAL DESCRIPTION' Constr. Types WClODb FRAME Lot% Black s Sections Prop sed 'Uset SIMMS FAMILY Towoublps RNC: 0 Darerllirxges a O Codes 0 Subd1v1m1 on 3 SELVA MARINA W wti*mtod Valuers *0,00 I*prov. tweets *0. 00 Total ;Feems,a $46 00 Awount 'eeid 051.00 U It*' 7/1 0 a1, � Mork R1fJ!TXC1N - _ APPLICATION FEES TPpMill Y 1E'in S." 'n �, P. Add x � "� TA CT. �" WATER IMPACT SEE S !OO p NNORACH, FLORIDA 322 SEWER IMPACT FEE 00.00 s !°tf i iw t , l W A� `� T �� ;` *01,09 'II«ihk INFORMATION RADON OAS 5% $0.00 #IIS Rte, INCr! : WATER TAP $0.00 ,t _ « ,9A R BOLE ,,, Aj P SEWER TAP $0.00 ,. .. ACI 'It I .LE-...... " HYDRAULIC SHARE O! 00.. Licz'eerie* R IOt� H TYPO% 3 RE-INSPECT FEE $0.00 E�ItIINEERIttC WSJ.00 h ;yp OTHER . P +t 0 -4 m NOTES; NOTICE ALL CONCRETE FORMS,AND FOOTINGS MUST BE INSPECTEQ BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAU.LED'AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN: RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IM-PROVEMENTS." ;it�.IN#1`IIJIi 9R'FEs �11�2/9A ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SI&T TO REVOUN'FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. #. ATLANTIC BEACH BUILDING DEPARTMENT BUILDING AND ZONING INSPECTION DIVISION APPLICvIECHANI A PETIT CALL-IN NUMBER IMPORTANT - Applicant to complete all items in sections I, II, Ill, and IV. (� Street Address: I! Z LOCATIONoe OFIntersecting Streets: Between And BUILDING Sub-division II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good-.practice listed therein. Noma of Mechanical Contractors Contractor(Print) �" Master Name of —7 Property Owner /•✓ . i / —t� Signature of Owner Signature of or Aufhorised Agent Architect or Engineer IU. MERAL INFORMATION A' Typo of hooting fuel; B. IS OTHER CONSTRUCTION BEING DON_E ON K„Electric THIS BUILDING OR SITES ❑ Gas—❑ LP ❑ Natural ❑ Central Utility owe IF VES, GIVE NUMBER OF CONSTRUCTION ❑ on PERMIT E] Other Specify IV: WCHANWAL EQUMMIENT TO N INSTALLED NATURE OF WORK (Provide complete fist of components on beck of this form) Residential or ❑ Commercial ( Heat ❑ Space ❑ Roeesad 0 Control O Roof ULNew Building Air Condrffoning: (3 Room (f„Centrel ❑ Existing Building i/ Re s �..Tlsset:System:. Mobrie Thickness ❑ P lacement of existing 9 system _._ Masimum_capocity 119� s _cf.m. New Installation(No system previously installed) ❑ Extension or add-on to existing system C) Rofrigerotion ❑ Cooling tower: Capacity g.p.m. ❑ Other —Specify Q Fire sonkters: Number of t . Q Sovater ❑; Monlift ❑ Ewalotor (number) THIS SPACE POR OKICE US ONLY ❑ .6osolino pumps (number) (IR +) Q To (number) Remarks O 'LPG contains (number) Q Unfired pressure vessN ❑; Ieihsn Permit Approved Doh d OHW "' Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT C Number Volta Description Model Number Manufacturer (�M V Ap Mrbg .�" FLORIDA ENEFW6'-,f EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM SECTION 9—RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES DEPARTMENT OF COMMUNITY AFF=AIRS NORTH 1 2 3 PROJECT NAME �' BUILDER: AND ADDRESS: T 9,6C04 •!I© PERMITTING CLIMATE OFFICE:*A LAl ! r3C ZONE: 1 ❑ 2❑ 3 OWNER: O a !5 ^ u r PERMIT JURISDICTION 6e/6 4hf 1' � C.0`S 1Ct, NO.: NO.: d NEW CONSTRUCTION If MULTIFAMILY,NUMBER OF CONDITIONED SO. GLASS AREA AND TYPE UNITS COVERED BY FLOOR AREA I FT. ADDITION ❑ THIS SUBMITTAL: CLEAR TINT,FILM,SOLAR SCREEN EREDOMINANT E Vf,�Q4ERHANG SINGLE- S0. SINGLE- FT—M SO. MULTIFAMILY ATTACHED ❑ CHECK IF THIS SUBMITTAL LENc�iIIH FT PANE FT PANE FT. REPRESENTS A WORST CASE PORCH OVERHANGDOUBLE- SO. DOUBLE- S0. SINGLE-FAMILY DETACHED CONDITION: ❑ LENGTH �,❑ FT PANE FT PANE FT. NET WALL AREA AND INSULA N EXTERIOR MASONRY R = , EXTERIOR FRAME R = EXTERIOR STEEL R = EXTERIOR LOG R = �❑SFOT. m .❑ 7 ST. ❑ T. ❑ ADJACENT MASONRY R = ADJACENT FRAME R = ADJACENT STEEL R = ADJACENT LOG R = so- ID so CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = R = SLAB^PEERRI/IMETER R = RAISED:WD[ICON p R = FT Fa. / <tO FT M =F0. DUCTS COOLING SYSTEM HEATING SYSTEM NVAC CREDITS NOT WATER SYSTEM HOT WATER CREDITS IN UNCONDITIONED I `ENTRAL ❑ELECTRIC STRIP ,HEAT El CEILING FANS LECTRIC SOLAR: 11SPACE R = E]Room ❑NATURAL GAS PUMP S.F. � ❑CROSS VENTILATION NATURAL GAS Yn I�© ❑FACKAGE TERMINAL ❑ROOM UNIT OR OTHER HEAT RECOVERY ( �c ao ❑ --� FUELS ❑WHOLE HOUSE FAN El OTHER FUELS DEDICATED IN CONDITIONED AIR CONDITIONER PACKAGE TERMINAL SPACE R = NONE HEAT PUMP ❑NONE ❑ATTIC RADIANT ❑ NONE HEAT PUMP: ❑ .❑ BARRIER E.F. = m.� ( 7.1U COPIHSPfI MULTIZONE NUMBER OF SEERIEER= �j�J AFUE = EF= , BEDROOMS INFILTRATION PRACTICE USED / 19lzz X 100 = . 1:1 #1 &1'-#2 ❑ #3 TOTAL AS-BINLT POINTS fOTAL BASE POINTS CALCULATED E.P.I. CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance with Section907 F.S.,I hereby certify that the plans Review of the plans and specifications covered by this calculation indicates and specifications cover by t i lation are in compliance with the compliance with the Florida Energy Code.Before constr ction is completed,this Florida Energy Code. building will be inspected for ce in a76dancQjh Seth ryS53.908 F.S. OWNER/AGENT: BUILDING OFFICIAL: �►—� _ DATE: DATE: �` C> `i +' 1 , 3N(21b'8 IVrNO111(70d O=I&ION SV )io ❑ Si Sv >Io D <a C', P_ i! -}�Y'.3K I .s �Sa •��'.r {`+S/1`«fir: ��cid P^h`.m.:'1.E 3 SJ`i my b i fir t i MIA � : jV3 id Q N n ro� OC 9� W TA F+d c Ci ) - —. .__�. _— _ =_ - _PUT JLO.- S ---- --c --c..._SLIFI- "- TED m TRl1SS_MFA r130 1 ((1-]-1 f 1 11-11S W . P EPARED FROM COMPUTER INPUT (LOADS 6 DI MEN ,TOIJ_;1 SUDMIT CHORD -1X2 SO. 1)INL # 111 It)% NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN.CHORD 4X2 SO. PINE 0 2 KD 15% IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 S0. PINE #3 19%. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. : Wl- (2) 4X2 SO. PINE #3 19% q ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. REFER TO DRAW114G A150 FOR TYPICAL PLATE LOCATIONS. + 2X6 #3 NEM-FIR OR BETTER CONTJNUOUS STRONGRACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTIO14 CONTRACTOR. �R L!MiidA-Y DRO'ING r- 8-6-10 + B-4-14 _ _ TO CEtJTER OF 0.0 MAX. OPEN CHASE 30.0" TYP. 1x3 1 4X4 3X.4 3X3 3X3 3X.3 3X3 3X4 4X6 -7— 4X5 3X4 1 .5X4 3X3 3X4 4X5 2X4 3X3 1 .5X4 2X4 16-11-8 OVER 2 SUPPORTS R=905# W= 3.50" R=905# W= 1 .50" PLT. TYP.-ALPINE SEON-- 367B5 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.3750 *xIMPORTANTl< 4LUu Not ENGINEERED INC. TRUSSES REOUTRE EXTEEIE CARE DESIGN CRIT:IPI-PCT REF WARNING IN HANDLING. ERECIION AM DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FRDM BRACINB.SEE -BWT-76'.16RACIH6 WOOD TRUSSES: O`'�"""""`., TC LL 40 . 0 PSF DATE 10/ 11/90 HOLMES THIS DESIGN M AM FAILURE TO BUILD THE TRUSS IN COWORNANE COMWNTARY AND fECOHENDVIONS-ATPI). SEE :-"\\3S S.K WiIH 11E 'DOAUIf 57A1UARU OSTBG' BY Tol, ALPINE CONNECT 1HI5 OESI9+ FOR AOOITIOIAL SPECIAL PERMA- .4>J=�1�F%C.-��L TC DL 10 . 0 PSF DRWG ARE NAIAEACTUREt, FRI1N ?D SAUCE GAt VANI7.ED STEEL UNLESSHENT BRACING REOUTREIENTS. UNLESS OTHERWISE F 011EnwtSE SM[NN. AEETIIA: REOUtREHENTS OF ASI✓ -46 GRADE A. SHOW TOP CHORE,SHALL BE LATERALLY BNALLt, ;�4� �i2 BC DL 5- 0 PSF -ENG LUMBER APPLY CI*4WCTOtE TD Bn1H FACE` 0 EACH JOINT AND LOCATE A_ V.ITH PROPERLY ATTACHED PLYWOOD SHEAININk Na 34869 LEN. J6-11-8 _ ' ',1T.LD. 5_I. 0 PSF 0/A SHDNN. BEARING WICTHS ARE <' NORINAL FINLESS OTWNW.'ISE S"DWl. BOTTOM CHORD OTH RIGID CEILING M W"IWt DESIGN S1AIKIAnDI m-FOnH H:T11' IPtiLICOILE -RO\"!SIEMIS 1N 1.5 SPECIFIED ON OESISW 00101 UK tHlt `1 /R.FAc (1 DEPTH It-. U" 1105 aK.+.TF? EP.^.TI DESIGN R:JIM FIFi: RET ARDANI TREATED'UVEA Ir.F IN. _ Rss C N Tlau._ OE,IF,�sPEc1= CA TI IA: FOR WoaO cuNsrRu rl x, %rlAi� if1G�� .• �r1��. _,t1ofA 1S 900- 1_.1 1 _ _ THTS DWG. PREPARFD I FROM COMPUTER INPUT (LOADS 6 DIMFJWSTONJ1) _SUBMTTTFD, B1 TRUSS MFR TOP CHORD 1J�2 5U. 111JE N�' I;(J 15 NOTE: THIS TRUSS MUST BE 114SIALLED AS SHOWN. BOT CHORD 4X.2 SO. PINE #2 KD 15% IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 SO. PINE 1;1 19%, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. : W1- (2) 4X2 SO. PINE N3 19% ALL NAILS SPECIFIED ARE COMM014 WIRE NAILS. REFER TO DRAWING A150 FOR TYPICAL PLATE t-OCATIONS. + 2X6 #3 HEM-FIR Oft METIER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. pq ItMlNARY ORA�d1NG F 8-6-10 + 8-6-10 M I TO CENTER OF ,-0.0" MAX. OPEN CHASE 30.0" T YP. 1X3 4X4 3>;4 3X3 3X3 3X3 3X3 3X4 4X6 441 4X5 3X4 1 .5X4 3X3 3X4 4X5 2X4 2X4 3X3 1 .5X4 17-1-4 OVER 2 SUPPORTS R=913# W= 3.50" R=913# W= 1 .50" PLT. TYP.-ALPINE SEON-- 36786 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.3750 ALPINE ENGINEEFED PRC017CT5. INC. TRUSSES FEGUIIE EMElE CAFE DESIGN CRIT:TPI-PCT REF XXIMPORTANT XX SHALL NOT BE IESPONSIBLE FDR ANYWARNING IM NANDLTN6. ERECTION AND DEVIATION fnOH THESE SPECIfICATI(INS OR ANY DEVIATION F BRACING.SEE '61(7-76•.FBRACINS WOW TRUSSES cArA.A..AFFYF"'WS S-Ir TC LL 40 ,0 PSF DATE 1 U/ 11/90 C HITS OE516N 0I1 ANY FAILIAE T�BUILD THE TPo 755 IN Cbl£d1MANCE COH4ENT ARY AM RECOMIENDAT/DNS-A TPII. SEE :� �. HOLME_7 - J IF/" l�:�; TC DL 10 .0 PSF DRWG KI1N llE 'OUALI II 51 AILIARD CST88' 61 TPI. ALPINE CONNECT THIS DESIGN f6F ADDITIONAL SPECIAL PERMA�> �=� (Y•'•• ARE MAM•ACTURM FROM 20 GAUGE GALVANIZED STEEL UNLESS NENI BRACING IIEWIRENENTS. UNLESS DT'FPWI1C ,•'(A�' 7J•:� OIIEITMISI 5N(MM1, HEETIIIG REDUIIEHENTS OF ASTM -4E GRADE A. SHOWN. TOP CHORD SHALL BE LATERALLY EIY�. • � N 1"I I BC DL 5l•0 PSF -ENG LUMBER, APPLY CONNECTORS TD WIN FACES AT EACH JOINI AFD LOCATE AS KITH PROPERLY ATTACIEO PLYWOOD lIEATM7 0.3 869 I • TOT.LD. 55.0 PSF 0/A LEN SrDWII_ GEARING A'[DI HS FRE <' NOF:I NAL UNLESS OTHEA:ISE SMDMN. BOTTOM CFDRD WITH fli6I0 CEILING 1 6FUHCIIEL' RT 0�j� DESIGN ETANDARC'_• CDIXMq F:'TI APPLICABLE PFICn'ISIOIlS DF AS SPECIFIED ON DESIGN. DO FDF 11K lot `'LY f * A�s DUR.h AC CI�� L1E P T H G `i . .IE)I AFE�ITP' IP71 DE516TI VTTM FIFE RETARDANT THEATII llAq�(M. •.... '��• - 7r:� HI-:;MII. rLld: :r: ::rlLr;Fm Nm:,cLA$ral �'alF�F9 ctlG�t� •� - L s0 1S 9010--14 F-1 TH)S OL'JG. PREPARED FROM COMPLITFR INPUT (LOADS C. DIMENSIDNSI SURMTTTED RY TRUSS MFR TOP CIIO14D -1X2 SO. INIrJL A;., hU 1'_;"„ NOTE: THIS TRUSS MUST BE 11JS1t,.LLLU AS SHOWN. BOT CHORD 4X2 SO. PINE #2 KD 15% IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 SO. PINE #3 19%, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. W1- (2) 4X2 SO. PINE 03 19% REFER TO DRAWING A150 FOR TYPICAL_ PLATE LOCATIONS. F- 6-2-0 6-2-0 - - -' TO CENTER OF 20.0" MAPF OPEN CHASE 3X,5 3X.3 3X3 3X3 3X3 3)'5 1-4-0 W,\� �\ ,j 1411-a-o 3X4 3X3 1X3 1X3 3X3 3X4 2X4 2X4 12-4-0 OVER 2 SUPPORTS R=651/ W= 1 .50" R=651# W= 1.50" PLT. TYP.-ALPINE SEON-- 36767 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV ]5.4.7 SCALE - 0.5000 ALPINE IHGINEEIED PRODUCT& INC. TRUSSES REd1ETE EXTIEIE cut DESIGN CRIT:TPI—PCT REF X X IMPORT ANT)(X SHALL NOT BE f1ESP/N61BLE FOR ANY ND WARNING IN HALING. ERECTION ANO ..••^•••.., DEVIATION FROM TfESE SPECIFICAT1ONS On AM DEVIATION F DBACIN6.SEE '1017-75'.lBruClNs WOW 7(x135-5: dC�uS S,k••••• TC LL 40 .0 PSF DATE 10/ 11/90, 11115 DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN COIFORKAHM COMMENTARY AND(ECONIENDA7IONS-ATP1). SEE �•"J� ••"'•"• ',• HOLM- KILN THE 'DUALITY STANDARD OSTBB' BY TPI. ALPINE CINIE (� CJ THIS DESI61t FOR ADDITIONAL SPECIAL PERNA-: : TC DL 10 0 PSF DRWG ARE NANIIFAC1tx1EO FROM 20 GAUGE GALVANIZED STfLL UNLESS HENT BRACING REQUIREMENTS. UNLESS OIIEIMj� {4BC DL -1 l' PSF -ENG OTHERWISE SHOWN. MEETING REOUIfENEHTS OF ASIH A446 GRADE A. SHOWN, TOP CHOW SHALL BE LATERAL!Y VUCM' • NCL 34869'"t •I LUMBER APPLY CON/ECIa1S I(-BOTNFACES Al EACH JOINT AIDIaCATE AS WITH PROPERLY ATTACHED PLVNO(OMATNt14 TOT.LD. 5`_1.0 PSF O/A LEN. 12-4-0 SHOW, BEARING A'IOINIS Am t' NCIHINAL tALESS ORERWfSE SNDNN. BOTTOM CHOW W77k 8/620 CEILING AI/LAI/4 y DESIGN STANDARDS CDNFDRW $:TT., APPLICABLE PRDVISlONS a AS SPECIFIED DNI DESIGN. DO NOT M 1"Is C �:�Yy�: DUR.FAC. I . 00DEPTH 16 .Cl�. •IDS AID•TPJ HPCTI. 0-51614 WITH FIFE MIAIDANI T(EATE('LIMMA AJ(� •••^•' •"• --I:, -NCSs :.r 7E tr;E--:,TE. 1E.`. H.?,cx+r.l DEsr6Nr sPEt lrlcATln!rDR RDD( calsT(u N '•• 'SID sIt�+`p SF t.0 I lIL��•./T11r..N.,�..._.._ ,IOP . 1S 900- 1.1 1 .1 111TS DVIG I'REPARED FFIOM COMPUTER INPUT (LOAFIS & III MF NSIUIIS► 54111MITTF0 Dl' MISS .MFR } ►p 1alUIlU (X,' ;.II. 11111 I,; I D 1',", NOTF: THIS 1RUSS MUST BL ]NSI AI LC(I AS :.FIOPIN 001 CIIOIIul 4X; :;(►. 1'1111 #;' 1,.1► V-)` IT CANNOT BE USED UPSIDE DOWN, 101' (1F TRUSS WEBS 4),2 SO. 11111E #3 19%. EY.CE('1 AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR W1- (2) 4X2 SO. PI14E #3 19% REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. tj 910 6-4-10 , 6-4-10 -' TO CENTER OF X20.0" MAXI OPEN CHASE 3X6 3):3 3X3 3X3 3X3 3X6 1-4-o MI �� ;= � � NI 1-4-0 / \ Li 3X5 3X3 1X3 IX3 3X3 3X5 2X4 2X4 12-9-4 OVER 2 SUPPORTS R=675# W= 1 .50" R=6751 W= 1 .50" PLT. TYP.-ALPINE SEON-- 36788 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.5000 ALPINE ENGINEEIED PRODUCTS: INC. TRUSSES AEDUIRE EXTREME CANE DESIGN CRIT:TPI-PCT REF *)(IMPORTANT)()( SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANMLIm. ERECTION Am DEVIATION FiMM THESE SPECTF)CATIDNS ON ANY DEVIATION F BAACTNG.SEE •DWT-75'.IBRACINO WOOD TRUSSES ��,,.••`...... . TC LL 40 .0 PSF DATE 10/ 11/90 MIS DESIGN OR ANI FAILURE 10;:BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECONNENDATIONS-.'TPI). SEE \V k,,1',, HOLMES *DUALITY ;•J� •........ • TC OL 10 .0 PSF DRWG IR1N THE S1 ArR>AAW 057130• BY TPI. ALPINE CONNECTORS 1H25❑ESIUI FOR ADDITIONAL SPECIAL PEIINA-` ;. .(n� � AAE NAt"ACTU1ED FRIM. 20 GAUGE GALVANIZED STEEL UNLESSNEWT BRACING REOUITENENTS. UNLESS OTIERNISE" :V J.; - DC DL 5• 0 PSF -ENG 01HERWISE SHBWN. F£ETING'RCOUI$*WNIS OF ASTM A44G GRADE A. SHOWN. TOP CHUM SHALL BE LATERALLY MMCLO Tn LUMBER APDL• CONNECTORS, 10 80101 FACES Al EACH JOINT AND LOCATE A Y11. PNOPER-Y ATTACHED ALVNBOO Ltl*r0NR(- ' ' Na 34869 : , TC►T.LD. 55 .0 PSF 0/A LEN. 12-9-4 ylUAi. SEARING WI0/N5 A/E a' ITOM]N4L lALE55 OTHER1tI5E W. DOTTOH CHORD WITH RIGID CEILING UI OUCIE4 j rII1�� DESIGN STAKI.RDL [nFDM r:?1M APPLICABLE PRSIVSSIOHS K AS SPECIFIED DN DESIGN. Do NOT UR1NiS'y ` �{{T�j�� („ �1 OUR.FAC 1 00 DEPTH 16 .CI .NOS .IE, .TF? IFCT- DESIGN WTIH FIFE REIARDANT TREATEC IUNBR :�C� R1VT:� ?tea - ,raw - - Ir.? W TI:rHz- --Ezra: sP-==*`Ic:*:n; .a Hoot =uISTFa1[� JJ� N�/,�•....`G`�t .• c,C _31c 1011' TS 5100-1.1 F5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) FRIRMITTEO R1' TRUSS MFR,. T�)P CHORD 4XL SO. 11114E #�2 1;11 15". NOTE: 111IS TRUSS MUST BE INSTALLED AS SHOWN. BOT CHORD 4x2 SO. 11114E #2 KU 15% IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 SO. PINE #3 19%, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. : W1— (2) 02 SO. PINE #3 19% : REFER TO DRAWING A150 FOR TYPICAL PLATE. LOCATIONS. Pi,,,j ,WARY DR.AwiNG 6-4-10 6-3-6 - —' TO CENTER OF r 20 .0" MAXF • OPEN CHASE 3X5 3X,3 3X3 3X3 3X3 3X5 3X4 3X3 1X3 1X3 3X3 3X4 2x4 2X4 12-8-0 OVER 2 SUPPORTS R=66911 W= 1 .50" R=66911 W= 3.50" PLT. TYP.—ALPINE SEON-- 36769 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT:TPI—PCT REF ) (IMPORT ANT)()( SHALL NOT BE RESPONSIBLE FOR ANY WARNI NG IN HAmL11t6, ERECTION Am DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION F BRACING.SEE 'SWI-76% (BRACING MOOD TRUSSES: C\n\a\•ANU.••b,• TC LL 40 .0 PSF DATE IN 1 1/90 HOLr1ES THIS DESIGN OR ANY FAILURE 70`BUILD THE TRUSS IN CONFORMANCE CONOCWARY AND RECONMENOATIONS- 1151). SEE SVS`T••1 �. .......... Y:71H THE 'DUALITY STANDARD OSTBB• BY TPN. ALPINE CONNECT THIS DESIGN FOR ADDITIONAL SPECIAL PERNA- :J jlF/ �F• TC DL 10 .0 PSF DRWG ARE MANU/F aC7U1TU FROM 20 GAUGE 6ALVAHIZEO STEEL UNLESS /E/FI BRACING REOUIRFNENTS. UNLESS 07NERMI6EC •4.a C'' =� cc / LUMBER O7NERY.ISE SHOWN. MEETING REQUIREMENTS DF ASTM A446 GRADE A. SHOWN TOP CHORD SHALL BE LATERALLY BRACED' ` M� BC DL _I.0 PSF —ENG APVl3 CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS PITH PROPERLY ATTACHED PLYWOOD SREAT.Ilk%: �3 NIL 34869 • TOT.LD. 55.0 PSF O/A LEN. 12-6-0 5ME— BEARINE WIDTHS ARE SNCN-3-1, ULESS OTNERWIS SIOWN. BOTTOM CHORD WITH RIGID CEILING OH BMCIMF �T t) DESIGN STANDARDS CDHFIIRM vITH APPLIC:.BLF PMVISIONS OF AS SPECIFIED ON DESIGN. 00Hgll# RNIB :'1p',� �? 7UR.FAC. 1 . (IU DEPTH IE' . r) ANC5 AND•TPI RPCII. DESIGN W17H FIRE RETARDANT TREATEC IIAGICW . / •• ,:��,•`��,• --TF3 • THCF-5 P_ITE IIF'=TLS?: NCPL ` • NATICNtAL DMW SPECIFICATION FOR WWI CONSTE'S ''•.FRfDfitG��a• tS�'A�iIJ[, — T.':•s= �IOR__._TS. 900-14 Ff. T1115 [W.._ PREPARED FROM COMPUTER.INPUT •(LOADS-& DIMFNS•IONS1 StInHITTFD By 1nU8S MFR...__ TPP CHORD 4XL1 SU. PINE #� Ii0 ]5% NOTE: ThIIS TRUSS MUST BE INSTALLED AS SHOWN. BOT CHORD 4X2 SO. PINE #2 KD 15% IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 SO. PINE 93 19%. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. : W1- (2) 4X2 SO. PINE #3 19% REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. PRELIMINARY DRANNING 6-6-0 + 6-3-4 -i TO CENTER OF 1-20.0 MAXI OPEN CHASE r � 30.0" TYP. IX3 1X3 3X4 3X3 3X3 3X3 3X3 3X5 1-4-0 / wl 1-4-0 ri 3X4 3X3 3X3 1X3 3X3 3X4 2X4 2X4 12-9-4 OVER 2 SUPPORTS R=675# W= 3.50" R=675# W= 3.50" PLT. TYP.-ALPINE SEON-- 36791 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE a 0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT:TPI-PCT REF **IMPORTANT *SHALL NOT BE RESPONSIBLE FOR ANY WA RNING IN HANDLING. ERECTION AND DEVIATION FROM THESE SPECIFICATIDHS OR ANY DEVIATION FROM BRACING.SEE 'BVI-75'.(BRACING WOW TRUSSES .......,.,,,•� TC LL 40 .0 PSF DATE 1O/1 1/9O HOLME S THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMIENIARY AND PECONENOATIORS-.TPI). SEE �`A;uS S' APE/H MANUFACTURED SF"ARD009GAUGE GALVANIZER ALPINE STEEL UNLESS ESS NEWT BRACNECTORS THIS ING REOUIREM SN FOR EMS UNLAL LESSIAL. PfRMA071ER WISE '•vim'•SIF/•'T tL'� TC DL JO . 0 PSF DRWG OTHERWISE SHOW. MEETING R>EOL7(EMENTS OF ASTM A44C GRADE A. SHOW. TOP CHORD SHALL BE LATERALLY 9gACE0: >.`�� C�11� BC DL FI'U PSF -ENE LUMBER APRT CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS WITH PROPEREY ATTACHED Rrlraoo sNEAIMORAII • : Na 34869$ TOT L.D.. 55.0 PSF 0/A LEN. 12-9-4 SHDWW. BEARING WIDTHS ARE A' NOMINAL UNLESS OTHERWISE SIAM. TIM CHORD WITH RIGID CEILING OR BRACIH • DESIGN STANDARDS C(.1F(1RM VITH� APPLICABLE PRM'ISIdK OF AS SPECIFIED ON DESIGN. DO NOT UBE TNI ' •�T O&a ?: OUR.FAC 1 . L .Tl� .NCS AWD FI (PCI( DESIGN,WITH FINE REIAREMNT TREATED --TP) - TAVE. RAT_ INFTITLIT'_. NL: - NSTI(Ndl DEIGN SAECIFICF.TION FDF WOOD CONSTRUC• •i cSR� ,��t<�_�f_ ,SF:, :I JL _ -�.C� . PFFD TOG ol." tOB;._TS 900-J4 F7 _• _.. _.. 1111S_OYIG. PREPARED FROM COMPUTER INPUT (LOADS_ AS SURMTTTFCI Ei1' TRUSS MFF!. TOP CHD11D 4X2 SO. VINE- 12 KU 7b% NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. BOT CHORD 4X2 SO. PINE 12 KO 15% IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 SO. PINE 13 19%. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. Wi- (2) 4X2 SO. PINE 03 19% REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. PRELIMINARY DPAWI-N,G 6-6-0 6-5-8 20.0" MAX TO CENTER OF 1 OPEN CHASE 30.0" TYP. 1X3 11X3 3X4 3X3 3X3 3X3 3X3 3X6 1-4-0 NI 1-4-0 3X,5 3X3 3X3 1X3 3X3 3X5 2X4 2x4 12-11-8 OVER 2 SUPPORTS R=6851' W= 3.50' R=685# W= 1.50" PLT. TYP.-ALPINE SEON-- 36792 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.5000 ALPINE ENGINEERED PRODUCTS INC. TRUSSES REGUIRE EXTREME CAIS DESIGN CRIT:TPI-PCT REF X*IMPORTANT)()( SHALL NOT NE RESPOMSISLE FOR AwWARNING IN NA RING, ERECTION AND DEVIATION FROM THESE SPECIFICATIONS OR AIA'DEVIATION F BRACING.SEE 'BMT-75'.(!RACING WOOD TRUSSES: NnN••......•A •• TC LL 40.0 PSF DATE 10/11/90 HOLMES THIS DESIGN OR ANN FAILURE TO IHUILO THE TRUSS IN COWORMANCE CONNENTARY AND RECOHNENDATIONS-+TP0-, II. SEE • v5 S•k•, • KilH THE 'GUALITT STANDARD OSTGB* 01TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERNA- ��J e TC DL 10 .0 PSF DRWG ARE NAKFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT BRACING REOUIPENENTS. UWESS DTHERWISE • .•�Q• C,''; /Y CUMBER OTHERWISE SHOWN. NEETING REOUIRETENTS OF ASTH AA46 GRADE A. SHOWN. TW CHORD SHALL BE LATERALLY BW,CED + t V Vis• 2 BC OL PSF -ENG APPLY CONECTORS t0 BOTH FACES AT EACH JOINT AND LOCATE AS xITH PROPERLY ATTALTEO FRYW000 SNEATNTNM, Na 34869 =+ 'OT,LD. 55.0 PSF 0/A LEN. 12-11-6 SHOWN. BEARING WIDTHS ARE •' 110HINAL LNLESS DDERWISE SFOWN. BOTTOM CHORD WITH RIGID CEILING TAt NNACINO i DESIGN STANDARDS COWMTH ATT" APPLICABLE PRDL'ISIONS CHF AS SPECIFIED 0H OESISN. DO NO USE TNI5 r d 7 =;+� ► :,' �uR,FAC. 1 . 00 DEPTH 16.0" -NDS AND+TP) IPCTN. OE57p+Wltn FTI( RE7 ANDANI TREATED LINK(. �,•�� 1•;��+`,�.„ ,t*r,�r --TP! TRUS'S PLATE IttETITUTz_ H-- N3IIONA; DE516H SPECIFICATIG<FM WOOD CONSTRUCT IN. r��(J�.��T.G,�•• <.f' a I�� -:'1.L T�J.Z[ c. AIOR: T!l 900-14 FR 1HI5 DWG. PREPARED FROM COMPUTF..R INPUT (LOADS 6 DIMFNSl0NS) SUFIMITTFF] P) TRU55, MFR.... TOP CHORD 4X2 SO. F'IIJL #' Kli 15%. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. BOT CHORD 4X2 SO. P114L #2 KD 15% IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 SO. P114E #3 19%, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. : W1— (2) 4X2 SO. PINE 03 19% REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. PI,ELlMlNAjZY DRAWING 7-6-14 7-6-14 -i 'FO CEIJTER OF 0.0" MAX. OPEN CHASE 30.0" TYP. T 3X6 3X,3 3X3 1X3 1X3 3X3 3X3 3X6 ry 4X4 3X3 3X3 3X3 3X3 4X4 2X4 2X4 15-1-12 OVER 2 SUPPORTS R=806# W= 3.50" R=806# W= 1 .50" PLT. TYP.—ALPINE SEON-- 36793 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE s 0.3750 ALPINE ENGINEERED PFTOOUCTS. INC. Trusses REouIRE ExTREw cAOE DESIGN CRIT:TPI—PCT REF x x IMPORT ANT X X SHALL .1 RE RESPONSIBLE FOR ANY WARN I NG IN HANDLING, ERECTION AND VEV1ATIOM FROM THESE SPECIFICATIONS OR AIN DEVIATION FROM W"ING.SEE 'BVI-76'. INIACING WOW TRUSSES: Rp•..••.u.. TC LL 40 .0 PSF DATE JO/ 1 1%90 HOLME 5 °RIs DESIGN OR ANY FAILURE TO,BUILD THE TRU%S IN CONFORMANCE COMENTARI AND RECOIENDATIONs-•TPI). SEE �uS S.A WITH 14 'ERML11\ SIAM ARO OISTBP' Pl' IPI. ALPINE CONNECT THIS DESI614 FOR ADDITIONAL SPECIAL PERNA- =_` .......•.. TC DL 0 l/-Y PSF DRWG � ARE HAIAfAC1191EO FROM :0 GAUGE GALVANIZED STEEL tWLEffi NEN. B1uCING REIXIIREM:MS. UNLESS OTHERWISE `,�v'a1IFJC''�F"' t•TIERWI5I SOKM MEETING REOUIREMLHTS OF ASTM AA4E GRADE A. SHO1M. TDF•C/A'1R0 SHALL BE LATERALLY bwCEO� :4� 71: : BC JL • `' �'SF -ENG LUMBER APPLY CONNECTORS TO SOM FA ES AT EACH JOINT AID LOCATE AS WITH PROPERLY ATTACHED PLYWOOD S[AIHIHw.: N0. 869 S SHHOWN. BEARING,WIDTHS ARE A' HOHIHAL UNLESS OTHERWISE SH[MH. BOTTOM CHORD WTIH RIGID CEILING OR BRACT I • TOT.LD' J5.0 PSF O/ A LEN. 15—J-12 OESIGN SIAIOARDS :'OrF[WRv W!11: ARP-.CABLE RK7fH1•IEIDNS DF AS SPECIFIED IN DESK 4. DO RxNe THtB' ,]� 0 .!}UR.FA(_ 1 C)C� DEPTH 1E 0„ .HC!. ANI .TPI IP77' OSSIGN WITn FIRE REIARD4117 TREATED LlMlR ��L`� •. t;E•�W�• . -.:r; _ - -"'.'t=_ imE Nr.a,1.: _=_tls1:sPECIF:c.-,a: F,a eooc eDIN�IHLc: c�M ,,lF'-..•.•SNE, S` -`t:L _ i JQR;_ TS 900.1 4 F9 TN_]S DWc f Rf F'AnFD FFlnM •C �M(7UTER NPUT (�OA.PS G O1MFNSI0NS) SU[iMJTTEO 81'_ TRUSS MFR. TOP CMORU •1X2 S0. 'P]WE #2 KD 15% NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. BOT CHORD 4X2 SO. PINE #2 KO 15% IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 SO. PINE #3 19%. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. W1- (2) 4X2 SO. PINE 03 19% REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. PRELIMINARY DRAWING 7-5-2 7-6-14 Ir T _1 TO CENTER OF 0.0" MAX. "• OPEN CHASE 30.0" TYP. II 3X6 3X.3 3X3 IX3 1X3 3X3 3X3 3X6 1-4-0 w� \ HI 1-4-0 4X4 3X3 3X3 3X3 3X3 4X4 2X4 2X4 15-0-0 OVER 2 SUPPORTS R=7980 W= 3.50" R=798# W= 3.50" PLT. TYP.-ALPINE SEON-- 36795 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.3750 ALPINE EN611EEIED PRODUCTS. INC. TRUSSES REauTRE EXTREME CAIS DESIGN CRIT:TPI-PCT REF **IMPORT ANT X X SHALL No, BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FRON BRACING.SEE 'BMT-76'. IBRACIHE WOOD TRUSSES: ................. TC TC LL 40 • 0 PSF DATE 10/ 1 1/90 HOLME S THIS DESIGN OR ANY FAILURE TD OVILD THE TRUSS IN COFORMAKE CDW*NTARY AND ITECOWIDOATIONS-ATPI). SEE NVS S.k VT1N THE 'DUALlf\ SIAIOARD QSTBO' BY TPI. AiPI/E CONNECT THIS DESIGN FOR ADDITIONAL SPECIAL PEpMA- �`�J�'..•`iFr••e -, TC DL 0 O PSF DRWG ARE MANUFACTURED FROM YO GAUGE GALVANIZED STEEL UNLESSH•ENI MAC114G REOUTREAENTS. UNLESS OTHERWISE : �S"Q` C• , E. 1j. ("s (1 D DH/ENH;ISE SlHOM1. .EE1716 REDUIRE.ENTS of ASI✓. ♦Aq6 GMOE A. s1OMr. TOP CHORD SHALL BE LATERALLY&ulEO � 4 �. . PC DL $F -ENG LUMBER APPLY CONNECTORS TD 00/H FACES AT EACH JOINT AND LOCATE AS LITH P{OPEILY ATTACHED PLYWOOD SHEATNIM. NQ.3/j L S LEN. 1 5—C 0 sNpwN. BIaRiH6 WIDTHS AR e' NDHINAL UNLESS OTHERWISESNI(hnN. BOTTOM CHOfD LITH RIGID CEILING OR erutlM L f� ,,869 i '7T U, 5 0 P F U/A 1 DESIGN STANDARDS Ci+Ff%H' VIT" IPP-ICABLE PRM•ISIII nR AS SPECIFIED ON DESIGN 00 I407 t1lE'/111N :,,� 't �-` `r' ,'�JR.F4C ] . 00T DEPT H ]E" , 0., "HO!, aM�.TPI IPCTi D'--EIGN KITH FIRE RETARDANT TREATED LtwtOFR �•.�� ';'�,�, _ . INS'_`.:'?S IE- NATI(wit._ __161:SPEC•A` AT ICIpN 11 +FON COI.'!TRICTL • FRtp EllG��.�:.,....1r ..• J B: TS q(10-1.1 15,0111 THTS nWG. PREPARED FROM_COMPUTER INPUT (LOADS G DIMFN510145) FA1RHJTTFn_ PY TFIIH`.S MFR, TOP CFIORU (4) =TXT' 50. 1.11,1E #1 UKO 1'_1:x, EXCLPT AS SHOWN NOTE: +HIS TRUSS MUST BE INSTALLED AS SHOWN. BOT CHORD (2) 4X2 SO. PINE #1 DKD 15"0, EXCEPT AS SHOWN IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 SO. PINE 1a 19%, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. : T1-4X2 SO. PINE #1 DKD 15% : : B1-4X2 SO. PINE #1 DKD 15% ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. : Wi- (2) 4X2 SO. PINE #3 ]9% NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE C014TACT AREA OR SCARFED AREA OF WEB MEMBERS. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH PRIL1Rl WARY DRAW NG TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. /---------CONTINUOUS LOADS---------\ --IO- L-PLF R-PLF ENDPOINT TC 1 300.0 300.0 17. 10 BC 1 10.0 10,0 17. 10 �8-6-]0 - + 8-6-10 ! TO CENTER OF 0.0" MAX. OPE14 CHASE 17.0" TYP, 1 .5X.4 5X4 6X,6 5XF) 5X.5 7X,6 5X.4 5X4 1 .5X4 5X4 6X6 5X6 5X.5 6X,6 TI r TI 1-4-0 NI I NI I "' NI 1-4-0 oil y 6X6 5X5 6X6 7X6 5X4 5X4 6X6 7X6 7X6 2X42X4 5X4 5X4 6X6 3-8-0_1_P-9-4 2-11-812-7-4 1-6-8 17-1-4 OVER 2 SUPPORTS R=25741 W= 3.50° R=2574# W= 3.50" PLT. TYP.-ALPINE SEON-- 36784 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.3750 ALFINE ENGINEERED PTIODMTS. INC. TRUSSES REQUITE EXTREME CARE DESIGN CRIT:TPI-PCT REF 1E 1i IMPORTANT*1E S/IALL NOT RE NESI•ONSIBLE FEW ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THESE SPECIFIGATIDNS OR ANY DEVIATION BRACING.SEE 'BWl-7s'. MRACIM WOW TRUSSES `01\„S S •/,,� TC LL 40 .0 PSF DATE 10/11/90 HOL ME S THIS DESIGN OR ANY FAILURE TO BUILD THE TO)55 IN COW OMANCE COMMEMARY AND FECOMENDATIONS-ATPI). SEE .-`�. WITH THE 'DUALITY SIANUARD OSTBG* OI TPI. ALP11E tDAINECTORS THIS DESIGN FOR AVOTTIORAL SPECIAL PERMA- TC DL 10 . 0 P5F DRWG ARE MANUFACTURED FROM 20 GAUGE GALYANIZED STEEL UNLESS NENT BRACING REOUTRENENTS. UNLESS OTHERWISE. V �� . DL cN LUMBER OTHERWISE SHXMB NEEt1N(5 HEDV1HElENTS DF ASTM uE6 fAAl1E A. SMONB<, TOP CHOD SHALL BE LATERALLY INIACo Nk 34869 I APPLY CONMECYORS TD BO7H FACES AT EACH JOINT AND LOCATE A IT. PITOPERLI' ATIACHEO PLYWOOD SNEA/N1NO.i • . .POT LD. �� 0 PSF 0!A LEN. SHUni. BEARING WIDTHS ANE a' NQM7NAL ULESS OTHERWISE 5fDWNM. BOT7OM CNORU VITN RIGID CEILITMG M TIRACIW� AT I ;••__� _ r� DESIGN SIANDAROS C19WW✓. N:ITN APPLICABLE P9tDVIS17N5 OF AS SPECIFSEO ON DESIGN. 00 NOT USE THIS �'�` �. +!�UR.•AC :I�) DEPTH t � ,NRS MX,•7F1 1p:!i'. ,� DESIGN WITH FINE HiETARHANT TREATED LtIHBlM •,'�f •�`�.,� --r..f _ SPECTFIC/.IIOR FOF WWW.COMETlit.. JOB: TS �rrl(I 1.1_(;(Ui _ TOOTS PWG. PREPARED FROM COMPUTER PLOT 11,QADS, G IHIME:NSIDNS1 SUBMIllErl E1Y if1U5S MFET _....... _r _. .... _. d0P CHORD •U,2 ',,U. I'll' n 1 III;U ]'_,;',. _ NOTE: THIS TRUSS MUST BE 114SIALLED AS SHOWN. BOT CHORD 4X2 SO. PINE 11 DKD 15% IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 SO. PINE 13 19%, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. : W1- (2) 4X2 SO. PINE 13 19% ALL NAILS SPECIFIED ARE COMM014 WIRE NAILS. NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. PREEEM1� + 2X6 113 NEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH Q YU �r TO EACH TRUSS WITH 3-JOd NAILS. STRONGBACK MATERIAL TO ,[ BE SUPPLIED BY ERECTION CONTRACTOR. /---------CONTINUOUgg LLOADS--------- �' --ID- L-PLP R-PLF ENDPOINT TC 1 100.0 100.0 11.96 Tr_ 2 300.0 300.0 16.96 r3r i 10.0 10.0 16.96 r 8-6-10 8-4-14 1 i1`0 CENTER OF 0.0" MAX. OPEN CHASE 20.0" TYP. 1 .5X4 3X3 4X5 4X4 4X4 3X3 3X,3 1 .5X4 3X3 3X3 4X4 5X6 \N1 ��\f { 1-4-0 1 IV\1\1%� V w1 1-4-0 4X4 4X4 4X4 3X3 3X3 3X3 3X3 3X3 4X4 2X4 2X4 5X5 16-11-8 OVER 2 SUPPORTS R=10441 W= 3.50" R=17161 W= 1.50" PLT. TYP.-ALPINE SEON-- 36783 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.3750 ALPINE ENGINEERED PRODI1CTs. INC. TRUSSES REQUIRE EXTREME CAEE DESIGN CRIT:TPI-PCT REF **IMPORTANT** SHALL HGT BE RESPONSIBLE FOR ANY W A RN I NG IN HANDLING, ERECTION AND DEYIATIQN FROM THESE SPECIFICATIONS OR AM DEV1ATTON FROM BRACING.SEE '01(7-76'.DRAC11rG Hro00 TTX155ES ....••.N.,,, TC LL 40 .0 P5F DATE 10/11/90 HOLME S THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMENTARY AM FECOMENDATI015-.TPI). SEE ,aAa�v$S.k WITH THE 'QUALIIY STANDARD OSTOB' BY TPI. ALPINE COMECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PEmW-.•-` .••••"•• TC OL 10 .0 P5F DRWG ARE MANUFACTURED FRMM 20 GAUGE GALVANIZED STEEL UNLESS NEW BRACING REQUIREWNTS. ULESS OTNERWIF LUMBER OTHERWISE SHOWN, MEETING REOUWN 7REMENTS OF ASTM AAAG GRACE A. SHO . TOP CHORD SHALL BE LATERALL7 BRAS :G 13C DL - 5.C PSF -ENG APPLY COMEC'10RS TO BOTH FACES AT EACH .DINT AND LOCATE AS WIN P4nPETLY ATTACHED PLYWOOD NWAY046 • : N0.34869 i , � � TOT.LD. 55 .0 P5F 0!A LEN. 16- SHOWN. BEARING WIDTHS ARE A' NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WBR VITT" RIGID CEILING OR ACE J DESIGN STANDARDS CONFOCW PITH APPLICABLE PFNWISInNS OF.I AS SPECTFIED ON DESIGN. OO NOT.UM To ,a�,AT Qp DUR.FAC 1 . Ol) UE PT H 1 Has ANO cTP1 (PCT. DESIGN V.ItH FIRE RETARDANT TREATED LtMe[R.Tr• ', TFtF/ ELATE 1115TIi:/TE. NL: • HN:.TIO,IAL MEISN SPECIFICI.TION FON WOOD COIISTR•CT W •,AFF• s G�¢�.•,• - - F- ill Nd- T C_ l�N..Baa•• 900-111 DVIG. I'llf-A'Allft) FROM COM1111FIl INPUT (LOADS H'I Ml Fl, 2 l 14L 9" 1\0 15�1 NOTE: THIS TRUSS MUST BE INSIALLLD AS TOP CHORD - 4 X- SO� ISHOWN. BOt CHORD (2) 4X2 SO. PINE 01 DKD 15% IT CANNOT BE USED UPSIDE DOWN. TOP OF Thuss WEBS (2) 4X2 SO. PINE 03 19%. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. : W1-4X2 SO. PINE 03 19% ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 00 2X #3 HEM-FIOR ETER CONTINUOUS STRONGBCK. ATTCH I-J%kL" TOS EACH TRUSSP WITHB3-T10d NAILS. STRDNGBACKAMATERIALATO "VARY BE SUPPLIED BY ERECTION CONTRACTOR. ---------COOTINUOU ADS--------- /---CONCENTRATED LOADS MAG --10- L- LF R-LLOF ENOPOINT --IO- X-LOC TC 1 300.0 300.0 4.89 TC 1 4.69 825 TC 2 100.0 100.0 12.22 TC 2 12.22 825 TC 3 300.0 300.0 17.10 13C 1 10.0 10.0 17.10 8-6-10 TO CENTER OF �0.0- OPEN CHASE 20.0" TYP. 1 .5X4 4X4 6X8 6x8 6Y6 5X6 4X4 1 .5X4 5X6 6X6 6X8 6X8 "j, 1-4-0 wt I J-4-0 rxs 6X6 2X4 5X4 4X4 4X4 5X4 6X6 6X6 6X8 3X43X4 6X6 2X4 17-1-4 OVER 2 SUPPORTS R=2665# W= 3.50' R=26650 W= 3.50" PLT, TYP.-ALPINE SEQN-- 36782 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CAFE DESIGN CRIT:TPI-PCT REF IMPORT ANT XX SHALL NOT Of RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND DEVIATION FWW THESE SPECIFICATIONS DA ANY DEVIATION FROM WACINS.SEE -DWI-75%IBRACING WOOD TRUSSES: ................. TC LL 40 .0 PSF DATE 10/ 11/90 HOLMES THIS DESIGN OR AIA FAlLtnE 70 8UflO IHE TRUSS IN CONFORIWACE COMMENTARY AND RECOMMENDATIONS-NTPI). SEE 14exos.S.Ir WTI" THE *OUkLIIY STANDARD OSTBV' M TPI. ALPINE CONNEciom THIS DESIGN Fan ADDITIONAL SPECIAL PEWA- TC DL 10 . 0 PSF DRWG ARE MA14LFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NEW BRACING REGUFREMENls. UNLESS OIHERWISEfA; DTHEP I SE SHOWN. MITTIUC REOUITIEWNTS OF 4SM A44C MAN A. SHOWN, TM CHORD SNAIL LATERALLY FIMACEI) E; LUMBER BC OL 5. 0 p FF -ENG APPLY CDNNECTORS TO WIN FACES AT EACH JOINT AND LOCATE AS WITH Pnf)PEnLI ATTACHED PLYWOOD SHEATHINS. NCL 3486 17-i-4 1--T.LD. 55. 0 PSF O/A LEN, SHOWN, BEARING W107KS ARE 4' MOV.1NAL UNLESS OTHERWISE S�IDWN DTT:ECHORD WTIH RIGID CEILING CA MACI-O AS C G. SI.MDDA � Lt.[ THIS • It [)EST CONFOM' VITT, AM-0CABLE PROVISION SPECIFIED 01, DESIGN DO 043T UE PT H JE* 0 -HM AtAl-TP! IPCII DESIGN WIll FIRE FIETAFIDAN-T TREATED Lt*efA —T- T"F PLATE WITIONLL V-SI614 ONETRUCTI(l. •!Ift ......... ^JQQ:_TS COQ-la_GDR_4 ._._._._,.., _, ..._.... _._.._._._THIS,QWG. PREPARED FROM COMPUTER INPUT (I.OA05.6._0]fifNSIONS)_ 5llfJMT1TET!_81' lRt TOP CHORD 4X2 SO. PINE 01 DKO 15% NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. BOT CHORD 4X2 SO. PINE 01 DKD 15% IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 SO. PINE 03 19%. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. : W1- (2) 4X2 SO. PINE #3 19% NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. PRELIMINARY DRAM ---------CONTINUOUS DADS--------- --ID- L-PLF R-PLF ENDPOINT TC 1 300.0 300.0 12.48 8C 1 10.0 10.0 12.48 6-3-12 6-2-0 TO CENTER OF 20.0" MAX OPEN CHASE 20.0" TYP. 5X7 4X6 3X4 3X3 3X3 3X5 4X5 5X7 T - 1-14-0 l NI 1-4-0 fi 5X7 4X6 3X4 1X3 3X5 4X5 5X7 2X4 IX3 2X4 12-5-12 OVER 2 SUPPORTS R=18570 W= 1 .50" R=18570 W- 3.50" PLT. TYP.-ALPINE SEON-- 36779 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - I ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXIIENE CARE DESIGN CRIT:TPI-PCT REF **IMPORT ANT N X SMALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLINs, EIECT ION AND OEV1ATION FROM THESE SPECIFICATIONS OR ANY DEVIATION BRACING.SEE 'BWT-7G'.(BRACING I..TRUSSES �a.na•••A•AAN•HN, TC LL 40 .0 PSF DATE IN HOLME S IHIS DESIGN OR ANY FAILURE 10 BUILO THE TRUSS IN CONFORMANCE COMENIARY AND RECDMEMATIONS-•IPl). SEE �A��VS S.k WITH THE 'DDALTTT STANDARD 0£160' BY TPI. ALPINE CONNECT Z THIS DES16H FOR ADDITIONAL SPECIAL PERMA- •�J •.•j'f�• ��LI TC OL 10 .0 PSF DRWG ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NEVI BRACING REQUIREMENTS. UNLESS OTHERWISE. C-�•�(��. 5.0 LUMBER DIME WISE SHORAN. MEETING N>EOUIRENENT a ASTM A116 RRRNOE A. SNHOHN. TOP CHOW SHALL LATERALLY BNAc :V M X BC DL PSF -ENG APPLY CMIECTORS TO BOTH FACES Al EACH J07NI AND LOCATE A WITH PROPERLY ATTACHED RLYWOOD 9EATTRI Na 3y4869 I . .TOT.LD. 55.0 PSF 0/A LEN. 1 SHgwN. BEARING WIDTHS ARE A' NOMINAL UNLESS 071ERY7 SHOWN. BOTTM GOND WTTH RIGID CEILING M/RACI i 1 I DESIGN STANDARDS CDNFORH WITH APPLICABLE PHTOVISIMS [F AS SPEC?FIFO M DESIGN. 00 NOT UE TRRI �-fl�,�-i � LjUR.FAC. I .00 DEPTH •N{,TS AID NTPI IPCTI. DESIGN WTTH FINE RE7ARDAUT TREATEL LUNDER ,�f(y}- TPI TEL'S` PLATS NNS;IIVTE. HD? NOTIONAL OS°16H<SPECIFICAT7IN+FOTO NOW CMSTRICt lw 6 �.� t1��1SPAC I NCS SEL ABOVE T YG-- •A fTrD _ y JOB: TS .9q_Cpf(5 __.__.•,,.•.. _ _..THIS .f1NG._-(?REPAFEn_FROM COMPUTER INPUT (LOADS 6 0IMFNS10NS) SU(aMITTED RY TRUSS MFR..._ TOP CHORD 4X2 SO. PINE NI DKD 15% NOTE: THIS~TRUSS MUST BE INSTALLED AS SHOWN. �~ BOT CHORD 4X2 50. PINE #1 DKD 15% IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS ' WEBS 4X2 SO. PINE #3 19%, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. : Wi- (2) 4X2 SO. PINE #3 19% NO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. p /► REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. PRELIMINARY DEWING. �---------CONTINUOUS ' ADS---------� TCID1 300 0 300` 0 40 EN113.00T ©C 1 10.0 10.0 13.00 6-6-0 -1 TO CENTER OF X20.0" MAXI OPEN CHASE 17.0" TYP. 5X6 5X4 4X4 3X4 3X3 3X3 3X4 4X4 5X4 5X6 9TD w1 N1 Mf M1 90 1 1 i 5X5 5X4 4X4 1X3 3X4 4X4 5X4 5X5 2X4 2X4 3X4 1X3 13-0-0 OVER 2 SUPPORTS R-1938t W= 3.50" R=1938# W= 3.50" PLT. TYP.-ALPINE SEON-- 36778 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.5000 uPIRE ENGINEERED PROPOCTS. INC. TRUSSES REQUIRE EXTREME CAIS DESIGN CRIT:TPI-PCT REF **IMPORT ANT jE 1f SHALL NOl BE RESPONSIBLE FOR ANY WARN I NG IN HMOLING. ERECTION AND DEVIATION FAON THESE SPECIFICATIONS OR ANY DEVIATION FROM MWIWSEE 'BMT-76'. RBRACINS WOOS TRUSSES: r•" 'n••• TC LL 40.0 PSF DATE 10/1 J/90 THIS HOL ME S vn"TIEI'OUALII S/GN OR AM FAANDARD 057LURE'10 98 LB1T1 1HE '�KPTfEIN CCONEC T DESIGN OR ONFORMANCE MHENTARY AND CAmIRDNAL SPEACIAL PERSEE J%vs ...'�t••1. TC DL J O.O PSF DRWG Am NANOFACTURED FROM " GAUGE GALVANIZED STEEL UNLESSNEWT BRACING REOUIREMENTS. UNLESS OTRERNISE Q LUMBER DIREAWISE SHDIM. HEELING REOWnENENTS OF A51N A446 GRADE A. SHOW. TOP CHORD SHALL BE LATERALLY NRACV ` '4 t^' BC DL 5.0 PSF -ENG APPLY CONNECTORS TD 801H FACES Al EWH JOINT AHD LOCATE A MIT" PRppERI ATTACHED PLYAOOD SIEATHIN� � ' N&34869 SHOW, KA ]AS MIDIHS ARE A' N'"INAL UNLESS OIHEAMISE SMNNAI. BOT70H CHORD MTTN RIGID CEILING OR V1 NO . = T I FOT.LD. 55.0 PSF 0/A LEN. 13-0-0 DESIGN STANDARDS CONFDP" MITH APPLICABLE PRDVISTONS IF AS SPECIFIED ON DESIGN DO 407 U6E FWTN G,-0 .F A C. 1 . 00 DEPTH 16.0" •NDS AM%IPI IPC11. DESIGN 1171H FIRE RETARDANT TREATED%A*ftR. y�Cj••, .. �;.•�� --TFI - TRUES PATE ]H°TITIrTE- IS` NATIOW.I DEE76Tt SPECIFICATION FOR H.000 CAISTRII,'T rr• `FAFD•[ttG�0.} 'PAC I14E' SEE ASnVE T Pt N 4io@, 75 !iqQ- ( GnR6 __ . THIS DWG. .PREPARED FROM COMPUTER, INPUT (LOADS &_DIMENSIONF;) SURMITTF0 BY TRUSS MFR- TOP CHORD 4X2 S0. PINE #2 KU 15% NOTE: THIS TRUSS MUST BE I14STALLED AS SHOWN. BUT CHORD 4X2 SO. PINE #2 KD 15% IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 SO. PINE #3 19%, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. W1- (2)4X2 SO. PINE #3 19% NO ANE.THEW PLATEKCONTACTKAREANOTS. SIPSOOROSCARFEDFAREA OFAWEBOMEMBERS.CCUR IN ��HIMINARY DRAWING REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. ! /---------CONTINUOUS_LOADS---------\ /--- ONCENTRATED LOADS---\ TCIDI 300L0 3 PLF ENDPOINT TC D- 1 X-LOC MAO 825 TC 3 300.0 300.0 13.00 TC 2 10.17 825 BC 1 10.0 10.0 13.00 6-6-0 6-6-0 _- -- - -' TO CENTER OF X20.0" MAX,T M OPEN CHASE 17.0" TYP. IX3 � I 5X4 5X4 3X3 3X3 3X3 3X3 3X3 3X3 5X4 5X6 T w1 wl V\A"j �— 1-4-0 1 w) 1-4-0 r4 6-j L P- -----Lmm�- 1� -1L gl 5X5 5X4 3X3 IX3 3X3 3X3 5X4 5X5 2X4 2X4 3X3 IX3 13-0-0 OVER 2 SUPPORTS R=20290 W= 3.50" R=2029# W= 3.50" PLT. TYP.-ALPINE SEON-- 36776 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.5000 ALPINE ENGINEERED TS. INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT:TPI-PCT REF **IMPORTANT**MULL MY RE RESPONSIBLE FON unWARNING IN HANDLING. ERECTION AND DEVIATION FROM THESE SPECIFICATIONS OR Awl'DEVIATION FROM SRACING.SEE 'DWT-76%U MCIM MOOD TNUSSM SNA•^•HgA••••A TC LL 40 .0 PSF DATE 10/1 1/90 HOLMES THIS DESIGN OR ANY FAILUE TO GUILD THE TAM IN COFONMNE CONEWARY AID RECOMENDATIONS-"TPI). SEE ,e\uIr •• S S. WITH 1. -GUALiTY STANDARD OSTIiB- BY TPI. ALPINE CONECi THIS DESI6H FOR ADDITIONAL SPECIAL PERNA- �`J�• .jTF�•.(�+�• TC DL 10 .0 PSF ORWG ARE WANIFACTURED FROM 20 GAUGE CALVA14TZED STEEL UNLESS NEW BRACING REOUIREMMS. UNLESS OTHERWISE ? ;'(`4 C7'-•(�S LUMBER OTHERWISE SHOWN. HEE11H6 rEouIREHENTS of AST. A1,6 GRADE A. SHIMR. TOP CNORD SHALL RE LATERALLY rNAcro = :4 J/„'; BC DL 5.0 PSF -ENG APPLY CONNECTORS TO GOTH FACES AT EACH JOINT AND LOCATS/dM.E A WITH PROPERLY ATTACHED PLYWOOD SWATM14 • • N0.34 g6g ; • ToT.LD. 55.0 PSF 0/A LEN. 13-0-0 SHOWN FEARING WIDTHS ARE A' NDMINAL UNLESS OTHERWISE SOTTO.CHORD WITH RISID CEILING ORO 1.0 DESIGN STANDARDS CONFORM WT'H APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. )D NOT UE TMG .tT O R.FAC. 1 . 00 DEPTH 16. 0 "HOS AND"TPI )PCII. DESIGN WITH FIRE RETARDANT TREATED LL"a". fC� �. �!`�•- ---TP! - TRUSS PLATE INETTTUTE. M5- NATIONAL DESIGN SPEC FICATIM'FOR WOOD CONSTRUCT • .F�F0�-1�G\ a PACIN& SEE ABOVE ITN PF uN J�18; TS 900-J4 GDR7 THIS,.DWG. PREPARED FROM COMPUTER INPUT_(40ApS &-C�IMFNSIONSI SUBMITTER BY TFlUSS MFR,__ TOP' CHORD 2X4 SO. PINE #2 KO 15% TC X-LOC L-R: 0.29 1 .73 3.17 4.60 6.04 BOT CHORD 2X4 SO. PINE #2 KD 15% WEBS 2X4 SO. PINE 93 19% BC X-LOC L-R: 0.29 1 .73 4.60 6.04 NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. 2 COMPLETE TRUSSES REQUIRED F=====� t FASTEN TOGETHER WITH 160 NAILS ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. TOP CH ------------------ 2" O.C. STAGGERED SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. WEBS ------------------ 4" O.C. STAGGERED BOT CH ------------------ 16" O.C. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. g� MUST BE MARKED BY TRUSS FABRICATOR. PRELIMINARY /---------CONTINUOUStPORDS-------� TC101 984`0 984`0 EN. 6.33T BC 1 10.0 10.0 6.33 • 3X8 1 . 5X4 2 . 5X4 1 . 5X4 3X8 T 1-2-8 1-2-8 4X12 4X12 2X4 2X4 6=4-0 OVER 2 SUPPORTS R=2858# W= 3.50" R=2858# W= 3.50" PLT. TYP.-ALPINE SEON-- 36774 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.5000 ALPINE EHI6IHEERED PRDOUciS. INC. (� TRUSSES REOUTRE EXTREME CARE DESIGN CRIT:TPI REF **IMPORT ANT M X SHAu NOT RE EESNOHa78LE FOR ANY ARN I NG IN HANDLING, ERECTION AND DEYIATION FROM THESE SPECIFICATIONS DRAWDEVIATIOM BRACING.SEE •DWT-76•.IBRACLa MWD TRUSSES: .��" uya,'.. TC LL 40.0 PSF DATE 10/11/90 THIS OEEIpR OR 4HMY FAILURE TO BUILD THE iHRhS IN CpFpB1AHDE COMEMARY AND FECOMEIOATIONS-.TPI). SEE -`�\VS S•n HOLMES WITH TME OUALSTANDARD OSTBB• Dy TPI UEALPINE CMECT THIS DESIGN FOR ADDITIONAL sPECSPECIALPERMAx Vim••ttf�' TC DL 10.0 PSF ORWG ARE HNNUFACTO FROM 20 GAUGE GALVANIZED STEEL UNLESS HENT BRACING REOUTRENENTS. UNLESS OTMEIT >�4�� C16'�i 8C DL 5 0 PSF -ENG OIHERWfSE SNDWN. MEETING IEOUTIENENTS OF ASTM AAAB GRADE A. SHDW. TOP CHORD SHALL BE LATERALLY NY M: LUMBER APPLY CONNECTORRS TO 80TH FACES AT EACH JOINT AND LOCATE WITH PROPERLY ATTACHED PLYWOOD 7KATHi Na 34869 SHOW. BEARING W107NS ARE A• NOMINAL UNLESS OTHERWISE 516NN. VOTTCA CHORD WITH RIGID CEILING OR BRAC i j �_„ - TOT.LD. 55.0 PSF 0/A LEN. 6-4-0 BEST'k STANDARDS COFO1w WITH APPLICABLE PHOVISIORS K AS SPECIFIED ON OESIIW. W ND/ .�I ! �� * _� , DUR.FAC. J .00 DEPTH J4 . 5„ .105 ANO.TPI (PCT), DESIGN WITH FIRE RETARDANT TREATED LI> R. L`/�'••, `i�r" TMJSE PLATE 'NST"UTE. ME • NITIOHa: oEe1MRN SPECSFICATI01:FOH ADOO CORSiRTI'T •.R�!•••`•'••Oti••� 5PAC 114(, =E_ b.BOVE rYP AFD rTtGE r i DWG. PREPARED FROM COMPUTER INPUT_•_ (LOADS 6 DIMENSIONS). SODMITIED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE M1 DKD 15% 1C X-LOC L-R: 0.29 2. 19 4. 10 6.00 7.90 9.81 1171 BOT CHORD 2X4 50. PINE 01 DKD 15% WEBS 2X4 SO. PINE #2 KD 15%, EXCEPT AS SHOWN SC X-LOC L-R: 0.29 2. 19 4.B6 7. 14 9.81 ii .71 : W1-2X4 SO. PINE e3 19% 2 COMPLETE TRUSSES REQUIRED F==—� NO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN FASTEN TOGETHER WITH : 16D NAILS THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. TOP CH ------------------ 2" O.C. STAGGERED WEBS ------------------ 4" O.C. STAGGERED ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. BOT CH ------------------ 16" O.C. SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. /---------CONTINUOUS LOADS---------\ --ID- L-PLF R-PLF ENDPOINT TC 1 770.0 770.0 12.00 8C 1 10.0 10.0 12.00 M 6X8 1 . 5X.4 3X8 2 . 5X4 3X8 1 . 5X4 6X8 MI WI 1-4-0 I 1-4-0 8X12 2 . 5X4 2 . 5X4 8X12 3X4 3X4 12-0-0 OVER 2 SUPPORTS R=4452/ W= 3.50" R-44521 W- 3.50" PLT. TYP.-ALPINE SEON- 36773 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.5000 ALPINE EHGINEEIEO nRoouc7s. RNC. TRUSSES REQUIRE EXTREME CNE DESIGN CRIT:TPI REF *IMPORTANT**SHALL HDl NE EEFEP lSINA,E,mR ANY ARN I NG IN HANDLING, ERECTION AND DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION F SRACING.SEE '6WT-76', RBRACINS WOOD TRUSSES: to.`Nrr..0Tlrrr,Nrr TC LL 40 .0 PSF DATE 10/11/90 HOLME S THIS DESIGN OR ANY FAILUE TD BUILD THE TRUSS IN COIfORNANCE COMMENTARY AND RECOMENDATIONS-WTPI). SEE C 0WS S-k WTI"THE 'QUALITY STANDARD OST86' BY TPI. ALPINE CONNVCVORS THIS DESIGN FOR ADDITIONAL SPECIAL PERNA- J .:1..f.'• TC DL 1 O.O PSF DRHG APE MANUFACTURED FR04 20 GAUGE SKYANITEE1 STEEL UNLESS HEHI BRACING REQUIREMENTS. UNLESS OTHERWISE 4f� C7•'•F OTHERWISE SHOWN, MEETING HEOUIREHENTS OF ASTM A416 GRADE A. SHOWN. TOP CHOW SHALL BE LATERALLY SPAM ' rNi Z. BC DL 5. 0 PSF —ENG LUMBER APPLY caMECTON,$ TO BOTH FACES AT EA07 q1N, AID LOCATE MTTN PROPERLY ATTACHED arMaao 9EATMIiMBr. •% N0. 869 i TOT.LD. 55.0 PSF 0IA LEN. 12-0-0 SHOWN. BEARIN6 WIDTHS ARE A' HOHINAL UNLESS OTHERKISE SIDWN. BOTTOM r—WTTH RI 8I0 GELLING OR RU11AGi1N • T O`ryAW,F DESIGN sTAHOARDS CONFORM WIIH Apmlc BLE PRINISIIWNS DF AS sPECIFIFA oW OE'SIGN, DO NOT Ui 1Niy y L �.' R.FAC. 1 .00 DEPTH ]6.0., IDS MO TPI (PCT). DESIGN WITH FIFE REIANDANT THEATER Ll lli' fC�I ��.� _ r-IPI - TRUSS PLATE MI T,UT'_. NDS -NATIONAL DESIGN SPECIFICATION FON WOM CONS TiMKT r�R`F�•,FD�Lii(/\��'••' ; PACING SEE ABOVE ITYPF TS q — 4 T}_ _ THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS.MFR. T6P CHORD 2X4 SO. PINE #R1 DKD 15%, EXCEPT AS SHOWN TC X—LOC L—R: 0.29 3.64 7.06 12. 17 17.27 20.70 24.04 1307 CHORD 2X4 SO. PINE 02 KD 15% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 7. 15 12. 17 17. 19 24.04 : T1-2X4 SO. PINE #2 KD 15% : THIS #F1 HIP DESIGNED TO SUPPORT 7' 0" JACKS WITH NO WEBS. NO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 160/160A-F FOR TYP, PLATE LOCATION DETAILS. § J 4X8 1 . 5X4 4X8 1 1X3 12.00 1X3 TI 3X5 (A Z1) 12.0 4X4 (B1) TI ' 4X4 3X8 5X4 _0_ 7-0-0 10-4-0 7-0-0 24-4-0 OVER 2 SUPPORTS R=2478# W= 3.50" R-232381 W- 3.50" PLT. TYP.-ALPINE SEON-- 36796 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.2500 ALPINE ENGINEEIED PRODUCTS. INC. 7N)&SES FIEDUIIE EXTREME CAW DESIGN CRIT:TPI REF **IMPORTANT**SMALL HOT BE NESPomiaLE FON ANY A RN I NG IN HANDLING. ERECTION AMD j DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION BRACING.SEE •I»n-7G'.OMCINB WOOD TRUSS MAH•""•'••••., • TC LL 30.0 PSF DATE 10/ 11/90 ! HOLMES TH]8 DESIGN OR ANY FAILURE ip WILD THE TRUSS IN CONFORMANCE COMENIARY AND FECOMENDATIONS-ATPlI. SEE �. \VS`S••1 MITN THE •OUALIIY STANDARD OSTOB' BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERNA- t J ••••"�F�. 0.s. TC OL 7. 0 PSF DRWG AM MANFACTURED FROM 20 GAUGE GALVANIZED STEELUNLESS TEM BRACING REQUIREMENTS. UNLESSRN 07HEI �;'Fy- C.'•L DTL LUMBER OTHERWISE SHOWN, MEETING REGUIREIEHTS OF ASTM MIG GRADE A. SHOWN. TOP CHOW SHALL BE LATERALLY S V �p1: = BC DL 10.0 PSF -ENG APPLY COWNECIORS TO BOTH FACES AT EACH JOINT AID LOCATE MITN PROPERLY ATTACHED PLYWOOD SIEAII Na 34869 # . TOT.LD. 47 .0 PSF 0/A LEN. 24-4-0 SHOWN. BEARING WIDTHS ATE A' NOMINAL UNLESS DIN SE SHHOM. BOTTOM CHORD WITH RIGID CEILING OR BRAC rLA 0 : 1 BEST 8N STANDAr105 COiFORN WITH APPLICABLE PROYISIOS OF AS SPECIFIED ON DESIGN. DO NOT MISET J {(Q*• "�r�` UR.FAC. J . 33 PITCH 12.01 12 •NDS AID ATFL MPCTI. DESIGN WITH FIRE FEIMDAM TREATED LUMW . Pj , •. � �� x;11 _ --TFI - TRUS'.Ptt.TE VNFTITUTE. NDS - NATIONAL V>-Slo:SPE:TF IIA.T7OR TON WOOD COl57f81C1lUH .•••;f�'FD�st]4�d •• SETBA�/ t'' ',N'p'- il• auN Y�1` - r .._THIS_DWG. PREPARED FROM COMPUTER INPUT (LOADS DIMENSIONS) SURMITTED RY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 KD 15X TC Y-LOC L-R: 0.29 4.64 9.06 15.27 19_70 24.04 BOT CHORD 2X4 SO. PINE #2 KD 15% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 9. 15 15. 19 24.04 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) SX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED SUITABLE SUPPORT BY ERECTION CONTRACTOR. PURLINS SPACED AT A MAXIMUM OF 24" O.C. 4X8 4x4 P' ING ,. LIMINARY DRA" 12 a 12.00 1X3 �., 1X3 2 . 5X4 (A 12 (A) 12.0 2 . 5X4 (A1) 2 . 5X4 5X6 -p- 9_0-0_1_,6-4-0 9-0-0 24-4-0 OVER 2 SUPPORTS R=1272# W= 3.50" R=11160 W= 3.50' PLT. TYP.-ALPINE SEON-- 36797 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.2500 ALP]NE ENGINEERED PRSOUC7S. INC. TRUSSES REQUIRE EXTREME CAIS DESIGN CRIT:TPI REF Xx IMPORTANTWX sNALI NO7 W RESPONSIBLE FOR AWWARNING IN HANDLING. ERECTION AMD DEVIATION FROM THESE SPECIFICATIONS OR ANT DEVIATION FFIDH BRACING.SEE 'SMT-76%BRUCINS MOOD TRUSSES. oN"'•'..•.. TC LL 30.0 PSF GATE JO/IJ/90 THIS DESIGN OR ANY FAILURE TO BUILD THE IN= CONFORMANCE COMENIART Aro RECOIENDATIONS-TPI). SEE �1vs. f WITN THE *QUALITY RED SFROM 2020OST88' BY TPI.CAUGE GALVANIZED STEEL ALPINE STEEL CONNECTORS NEM BRACING REQUIREMENTS.IUNLEESSSO7iEFWISE + I ',vV�'��'F �� ,C'� HOLMES '• TC DL 7 .0 PSF DRWG ARE LUMBER OTHERWISE S♦ONN. MEET HS IEOUIRENEN7S OF ASIN GRACE A. SHOW. TOP CHORD SHALL BE LATERALLY emew � M i = BC DL 10.0 PSF -ENG Na 34869 APPY CONNECTORS TD AM FACES AT EACH UNL JOINT AND SE SH AS WITH PROPERLY H RIGID REINING SHEATINme �• O Ai , T.LD. 47 .0 PSF 0/A LEN. 24-4-0 9101RR. BEARING 1R10TI5 ARE A' N[MSINµUNLESS OTHERWISE Show. 807TH CHORD Mtln RIGID CEILING OR BRACIHI� ' 7 DESIGN STANDARDS COFOHN WITH APPLICABLE PROVISIOS OF AS SPECIFIED ON DESIGN. 00 NOT USE 1NIE :'_ • R.FAC i . 33 PITCH 12.0 12 ANDS AND ATPI IPCTI. DESIGN WITH FIRE REIARDANT TREATED LIP�Ea' �� ^•...•'�t. .--TF1 • TRUSS PLATE INSTITUTE. FDS • NATIONAL OESIOJ SPECIFICATION FOR WOOD CONSTFRICT '• E'�CD'ANG\� � PACING 24.Co' TYPE .. rRNA ADDRESS------- ----------------------------------------- „ 1 ' e BUILDING PERMIT #k ------------------ INSPECTIONS FOOTINGINSULATION S ---- ��---- ---------- LAB STEEL i ------- FRAMING /i- �� FIRE --___ ------------------ FINAL BUILLD__________ C/O ------/------------ ELECTRICAL PERMIT ____ _1 ____ INSPECTIONS ROUGH eo FINAL PRELIMINARY INALPRELIMINARY SENT TO JEA " -------------- FINAL SENT TO JEA -------------------- CALL TO JEA__________________________ MECHANICAL PERMIT INSPECTION ROUGH --------------- PLUMBING PERMIT INSPECTIONS UNDER SLAB__ Lc� Q ROUGH----��-%� i SEWER PUBLIC WORKS APPLICATION FOR WATER METER DATE:- } CONTRACTOR: '_-- ----------------------- BILLING 1 BILLING ADDRESS: ---------------------- SERVICE ADDRESS: aSL_1= / ------------- LOT: _BLOCK: __SUBDIVISION: ACCOUNT NUMBER: ( r �r METER SIZE:___/__________ I HEREBY REQUEST THAT A WATER METER BE SET AT THE ABOVE SERVICE ADDRESS. I UNDERSTAND THAT I WILL BE BILLED FOR TEMPORARY CONSTRUCTION WATER UPON SETTING OF THE METER. I FURTHER UNDERSTAND THAT I AM RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE METER, BOXE VALVES, LINES, AND ANY PARTS THEREOF, UNTIL PERMANENT W ER SERVICE HAS BEEN ESTABLISHED BY THE CUSTOMER. - -- -- - -------------------------- C TO _GITY OF ATLANTIC BEACH PLANS REVIEW CHECK LIST Address c,& � ��" !, Owner�''t-tom-- -'= =-------------- ~ Cc'sntractor � Legal Description � •'�J ��_ ------�- ------------------ _License Number License on File YES NO Section 24=101 * ZoningRe u___--lations // jj _j _ Proposed Use Zoning District_ ilJ - -- 1K � •y,�� Required Lot Size___-------- Actual Lot Size_____-_____ Setbacks Required Provided _ coon 24_17 r /i , y 1�2 front �' _ CORNER LOT )- INTERIOR LOT rear � f {� � e/ Flood Zone______ -��-�-- Required Elevation_ side-2 _1 v__-- -�C,- - r f� � /J Max. Height Allowed__ ___ Proposed Height_ —--- Section 24-82 * Minimum Lot Coverage Required Heated Area 1 � Proposed Area_��4_______ Section 24-161 * Offstreet Parking Number Spaces Required__ Spaces Provided___ ----- Section 24=82 * Duplicate Buildings Is there a similar building within 500' of proposed building?YES ANO Utilities Water and sewer service is to be provided by: Buccaneer Utilities __✓ City of Atlantic Beach Utilities Private Source SEPTIC TANK WELL Plans Reviewed by:------------------------------Date---------------- Building Permit * ISSUED DENIED V MAP SHOWING SURVEY OF LOT 66, SELVA NORTE, UNIT 2, AS RECORDED IN PLAT BOOK 40, PAGES 37 AND 37A, IN THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,. FLORIDA. s.e6•oo'ooE. 'n EXHIBIT A. JTK CONSTRUCT IqN--cQKaeve oArA AND ERIC.AND KAREN COHTLL a= 9s•oo ao $ h .e• 105.0• Boa A• r�9.s9 C �J ) C•158.4!' N.46•ao'oo•'B. � `� � � sv,eo• is \ 77 . a nor eS .Q ' N 4 0 7* F 5 dot a vE aA rQ `� • _ �- of `� � , � v�'�� ►1 i �.�ar ivy 1 A +" p for 67 a ,vo re A I Z 1,eON5 A,eE yr J' a' PG. M P3 Building and Zoning I HEREBY CERTIFY TO THEODORE W. HOPKINS AND LUCY A. HOPKINS OF JACKSONVILLE THAT I HAVE SURVEYED THE LAND AS SHOWN IN THE ABOVE CAPTION AND THAT THIS MAP IS A TRUE AND CORRECT REPRESENTATION OF THAT SURVEY AND THAT THE SURVEY REPRESENTED HEREON MEETS THE M TI.tT LtT t1..( QTn1TTlATT T]TITTTT f]t^►l t!1TTl. ♦hI.1'1m�r n.• rn•ew w• ��-- -- BUILDING, PLANNING AND ZONING I14SPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY wa.zx sjiEra'r Date Requested t Building Contractor e /�-:�. 'r`_'.j r�' �' :i:1 , •,S} if t, ',` Building Permit Humbert ss�� L'4.t' .chi isAddreasr a� c�'q t ll , Legal Descriptions Improvements to the above described property have been completed t in accordance with the terfin of the permit and is, certified to be ready for occupancy as Lowest Floor Elevations requiredr ae�built _ n/a____ Sales Tax Certificates date submitted '..; ,�,;'•., • . • t 1. j. ` BEFORE ISSUING CERTIFICATE: OF OCCUPANCY,•THE• FOLLOW ING MUST BE COMPLETE DEPARTHEUT DATE NOTIFIIrD t DATE APPROVED: 13Y i Fire Chief rf ___-_-__-_- -- ------i---- -------- ✓ s Public Wo Planning Director Building Inspector --------------- r t. 41 :�11 :;' PROPPTITY DESCRIPTION f r, (aae(-C geclee"t" gII� 716OCrAN TMIJUVARD LOL 0 Block 2— Section, 0 P.Q110X 2r . MAY 2 19.9 0 b- FLOMDA 32233 5u Fid i v is ion - 5,c-L tlq TE1,M'HUNE 1904)2M2395 Building and Zoning r,trrs?t Ilame DESCRIPTION OF WORK Addreess----------------------------------- If in n FLOOD HAZARD Floud Zones--------------area complete page 3. Brief Descriptions-------------------- ,.lam lClara of Works (New/Remodel/Addition) ��"" ZONING INFORNATIO11 Type of Construction j zorlingProposed Dintrlct3 12:�;>l---Use Estimated Value $_,/bot �j Qty Exceptiono or Hatorialal Vnriniic"n (3ronLnds-------------------------- Solid or ------------------------------------------- Filled Ground:_____________Roofs OWNER 111FORHATIOU h t h 0 d 01 11 r n t i I I g I Property Qwn,2ri6el4occw Phone o n e I :::;------ -- --- ------------ tZ hailing Addrese ---------- ------ Zip -- -- -- -------- CONTRACTOR 114FORHATION Con trnctor s Phones 2-O - S-YO Add res-: A-,7t7 ---------------- Zip --------------- Expir"tion License llumbpr,_�fec ORzv(q�s-o I IlFnEnY CERTIFY THAT I NAVE READ AHD EXAMINED THIS APFILZCATICIII AIID KNOW TlIr SAtIE TO 11E' TRUE Alin cnnnECT, Al.L rnovxsxonS Or THE LAWS AND ORDINANCES GOVEnIIINO THIS TyrL or wonK WILLPF i CL)KrLIED WITH, WHETHER, SPECIFIED HEREIN OR NOT. THE 9RAIITI,40 or A PERMIT DOF55 HOT rnE5(]K r. TO N GIVC AUTHORITY TO VIOLATE OR CA110EL TIIE P17OVIS20119 OF AUY FEDERAL, STATE OR LOCAL nut,En, nFMILATIOUS, OnDIIIA11CPS, On LAWS III AIIY KAIIIIFR, INGLUDIfIG THF. GoVEnN1110 OF C0115VIUCTION OR TUE PEnronKA11Cn OF Cf-Mf*,1nUCTIr)n OF TIIE PROJECT. X UNDERSTAND THAT THE ISSIJAIICF OF Tlftq rEnmtr I,- COUTINOF11T UPON VE ABOVE XNF'ORNATION U-Illa TnUE AND COIRRIECT AHD THAT T)lr PLAUS AND surroaritiu DATA HAVE nEt:?t on SHALL 13F PROVIDED AS REQUIRED. Owner- Signature Date ------------- Contrnr-tc-.)r Signature Date 5 ------------- -------------- I ZoT 60 mlr� L4I/Ad Heated Square Footage @ $ per sq ft = $ arage Shed @ $ mer sq ft = $ Carpo 0 @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: Total Valuation lst $ 00 $ Reminder Valuation $ ) .,,'-,-.per thousand or portion thereof -------------------------------------------- Total Building Fee $ ADDITIONAL PERMITS and/or FEES REQUIRED $ + k Filing Fee Mechanical Fireplaces @ 15.00 /S, PlLmbing BUILDINGI PERMIT FEE $ Electric/New ------------------------------------------------- Electric/Temp Septic Tank BUILDING PERMIT Well WATER METER CHARGE Mining Pool SEWER IMPACT FEE Sign WATER IMPACT FEi E Water Connection MISCELLANEOUS Sewer Connection Water Meter $ Z2 Elevation Certificate GRAND TOM DUE $ I ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES A 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. 1 4 _____BATHROOM GROUP CONSISTING OF _ O---SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) O __ __WATER CLOSET VALVE _____WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) _O -BATHTUB/SHOWER (2) _URINALIWALL LIP (4) __,__SHOWER GROUP PER HEAD (3) FLOOR DRAIN ( 1 ) 1 ___SHOWER STALL DOMESTIC (2) _ QU LAUNDRY TRAY (2) _,?---LAVATORY - ( 1 ) / __COMBIN�AITION SINK AND TRAY (3) I WASHING MACHINE (3) _ --PUT, SCULLERY SINK (4) I DISHWASHER (2) WASH SINK EACH SET OF _ - FAUCET (2) V KITCHEN SINK (2) _ _ --DENTAL LAVATORY ( 1 ) (__KITCHEN SINK WITH WASTE GRINDER (3) DENTAL 'UNIT OR CUSPIDOR (1) -----BIDGET (3) _ ___URINAL { STALL, WASHOUT (4) _FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPUS. (4) __URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) DRINKING FOUNTAIN ( 1/2) _LAVATORY, BARBER/BEAUTY SHOP (2) LAVATORY, SURGEONS (2) _ O--SURGEONS SINK (3) __L__ICE MAKER (1/2) _ _WET BARS (2) TOTAL FIXTURE UNITS_34/ @ $20. 00 EACH $____CS1 �V_ "_______ JOB INFORMATION _ ONJ rr F-4V ------ �QR/ ___L_________ -- -------- -- j i 1 ' 000242 DIE*PARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION; - -------- LOCATION INFORMATION -- Permit Humbers 2$23 Addressss 2029 DUNA VISTAS COURTRT Permit Types BUILDING J9 TL,Awnc BEACH,: FLORIDA 32233 Chess of Works NEW - LEGAL DESCRIPTION - Conssstr. Types WOW FRANC Lot s 66 IE3ICW k 3 Sections I I Proposed Uses SI)GLE Fssi"ILY Township% RHO% 0 Dwssll,inva s 1 Codes 0 Subdivision* $ELVA NORTE Estimated Values *107563.55 Improv. Costs *0.:O0 Total 278.`63 Amount 02, 278-63 Da Work D+se �.1.. �. ��NEt EIINC#LE ls'AMIhTt' PER PLANS AjQGT #200125 APPLICATION FEES �> PERMIT. 0384. 75 A Idx sra ,nr s' VISTA COURT WASE IMPACT .,FE LT ,pp,woX690. 00 I� 0tiRIDA,, 223:1- AC`1 FEE I •�« Phs�:,' 1wIAIL14, 77 r ,q RADOM OAS-H. R. S. 022.69 --- >i:` 'IR O h FORNATYQN - RADOM GAS - 5% *1. 19' -namer x' ` TI TICtIh1 WATER TAP +00.00 : 1 y *d.00Addasassm. EL POHTE , RA 'BCH, FLORIDA; 32012 HYDRAULIC SHARE *0.00 Lice ns,e s CBC Types 1 RE-INSPECT FEE _ . OO ENGINEERING #O do _.CTER. *0 NOTES: NOTICE—ALLCONCRETE FORMS AND FOOTINGS MUST BE INSPECT90 BEFORE POURING PERMIT VOID SIX MOI'!T !S AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULE=D AWAY BY EITHER CONTRACTOR OR OWNER. STAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN . THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." WLINTItN TE- 05/18/ ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF-THIS PERMIT AND SUBJ Rte REVOC . R V, LATION-Of APPLICABLE PROVISIONS OF LAW. ' ATLAN C BE' H BUILDIPItT1V1 T By: DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT TN ' Rail� ' O - - - L. A A ' Trait PERMIT Nu*brr: RAT'-, Ad r+�ont 20 9 DUN* VISTA COURT Port T pars pLt!![ IIN+€ ATLANTIC BEACH, FLORIDA 3">��t ------ - LE®AL. DESCRIPTION ._- C Iters cat Works NEW Lo s Slcsck� S�cti�ar.s�- onstr. Typos NIA RK02 0 ropon ad Uae&% SIuGLEE FAMILY Tovnebipi ! ellings t 0 Codec +D Su division n E tivated Voluos *0. 00 , Imps;ov. Coeest% 00.00 Total Foes, sFG�I.OtI Asst Unt Petr .; al►3t . 00 deter► .P'�Ik ✓ ` Work D iwao. 01r'' PLUMBING FIXTURES IN ACCORDANCE WITH PLANE APPLICATION FEES APPLICATION sw wr,r rn ajj w Ne;nMe i TI IR � U d Y s ROT $38.00 J4 dreearrer tx `� , CCIURT' 'I«I«;ATER IMPACT FEE $0.00 A'fr } FLORIDA 32 33 kR SEWER IMPACT FEEEE K61 4` �T «�. p „ ^�w 00 F CON I MATICIN - -----� RADON OAS - 5XA *0.00 .3yt ay rya *0.00 Nr s C WATER TAP A dar rtae s 1324 RCtM4� N.:RZKT; : EW R TAS' 'B#7k.00 ':I 1CRilIIQN 4E , >F�L4_11,3_211 .. HYDRAULIC' SHARE tyO L tsexaee+sir a .CFCO297 � N s 0 RE-INSPECTFEE *0.00 ENGINEERING 001"00 OTHER 00 l� a , ' 4 NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTEDBEFORE POURING PERMIT VOID SIX MONTOa FTER DATE OF ISSUE w BUtLQING`MATERtAL,RUBBISH AND DEBRIS FROM THIS W04K MUST NOT BE PLACED IN PUBLIC SPACE,AND MUSTBE CLEARED UP AND HAULED AWAY BY EITHER>CONTRACTOR OR OWNER. :. "FAlLUREy ,CO1I�IPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." Vinci 011W � � u�,.�Illa�'tI� I�1Ea I�I,ir,Bt9llt w ISSUED ACCORDING T0,APPROVED PLANS WHICH ARE PART OF THIS PERMIT BJECT TO ATION FOR j VIOLATION OF APPLICABLE PROVISIONS OF LAW. 11 Coo 1 ATLANTIC BEACH BUILDING DEPARTMENT BY: r a 1 ly �• h, L t• S d ,i�t � , 4J J•i41rt e h�'! + :.r'q CITY OF ATLANTIC BEACIi, 'j Y "'PLICATiON FOR 'PLUHBING PERMIT ..p ------------- PLUIfHitIG CU;1 :'.: rC .'t_J'. ...__._._ -----------GCl/_ _ i1 s__ ?--------------------- L I C E INS E __---------_-------L.ICL•'NSE NU1fF��i 1:_ — _-- .-.__(. ------ ------------------- 13UILDI2iG CUi'1"I t:hC:7'-.11; : / '� ----------- FFv//JJ/ ---------- _.._ _ r, r ----____ TYPE OF IIUILD:.31f_, ____-- -' ------------------ ..----- ------ _ -p ! -. i— • I a :1, IL f', J0IlowE'12::i _.— Ln^�/'t T!.l'i. IdATER HEATERS UAT11 1 MES, r It r� pFi ,"t� ------DIS111�IASIIr'R --URII','YL,�; ,r r#Ir�, d �yf1 E it _ _- -DISPOSALS ._--_�_ � c� Vit: GLCi^(,Tis ;{ { r� f �� _ !___ WASHING NACIIIII --------___ , � ` {� IIt1'.1�� .4 ^�I�a tl1 "Oft r^ ) — t } iI I if r) 1 )/ 1 f r,d r-J G{ t 0T1'IEI? ----------F'I.I�U. Jf. .Ire s, • ,* :� air OC) 10 ^�r� • TO AL IXTUKE COUNT, ¢ ), -- ----------------- --_.._.--------------------------.—.--_._ -- .. .� . '— w • , l;l'� ��a 1 r1S�:^ �hr,hl;,r�{r�t, � •p INSTALLATION t I'LUla13JNG AND FIXTURCS MUST.,".BEI�IN!`'ACC^ORDA 4GE� WITH THE HOST „ii i � xc i'•'fla f;:.ti iY t�^tq ,1 RECENT EDITIC14 OF THE SOUTHERN STANDARD i�PLUNNBING CODE. , �!11� 53 tfw'<n,lS ❑9,tr: 1 r - ;lj a � f - �y ` p N Alt �1. '' �,• ,'{".:. • ..t� ^ ..SII 1 1 P Y , 1 w AI ( r PI 1 w iR1 r V2k tY'r y i' t i �' . r• i , • I � 1 4 05I4e� I I I 07 I i I � 1 1 II i i - TA , 3,0 y q S r4c r3- sYiij i (Y's `�'" tuss>=5) Fo;;i JJ I I PRIOR T0 ERcI✓T'� ^1 r �a:I �� .�- r I I ( I � � I I � i�� r �R��jY�• ( I � I i I i [�.}j V'V LAY ! �� fir' tti�ll I i � I , I-;•;:��.'•?,p4�1?��`� YV� �,��}�` ! I + I 1 f I ! � i � Qn Ia I I I I e�; lA - F ' I + R+� I I i I 1 1 l 1 t t i CIT 0;, AT�ANTICE q �t " D ® !; A�� i f1 [1 I A�' 071 8 I �IAY! i 'grl ❑ 7 t1J r OT, Ensu I I j ' t, I ? Building' i ;an 0 Zoning T I i I I &,, r L #o t Eov v —A I Gds I ► I -1 i 1�1 ► I /_ _ r I D JOB: RA SI-18 T3 TOP CHORD 2X4 SO. PINE •2 KD 15% TC X—LOC L—Rt 81.29 5.70 11.00 16.38 21 .71 BOT C1;C'RD'""2X4 SO. PINE #2 KD 15X WEBS 2X4 SO. PINE •3 19X BC X—LOC L—Rt 8,29 11 .08 21 .71 ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND SINGLE CUT WEB 41—TCt1 ,3 BCt2 TOP TO BOTTOM. EXCEPT WHEN LOCATED BV CIRCLE OR DIMENSION. SEE DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.* REFER TO DRAWINGS A183 AND A184R FOR OVERHANG DETAILS. PRELIMINARY DRAWAG yxy 1X3 1X3 8.00 8.00 2XFI 2X4 SXG i]-0-0 Ii-0-0 22-0-0 OVER 2 SUPPORTS R-11)()Il V— 3.50" R-10071 V— 3.50" PLRTE TYPE--RLPINE SEON--137371 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR REV 13.1.5 smf - 0.2114) 11.1•IIK (M:INIEIll. PIIIA)III:IS, IK. WRRNING immus witm uvit DESIGN CRIT REF 0 1=3 r_I 1='3 0 o t E I MPORTRNT R E Sllllll M)I OE RESI'ONSIILE FUR Iwr .....••• L=7AR �l 1*1101 ION IROM IIYSE SPECIFICRTIONS 011 IM UIVI[IIION FNUM MKING.SEE 'tlYf-I6'r10111CING YUW IRUSSES: ;.•'\\%' bAr I;�,• TC LL 30.0 PSF DRTE IVIS OISIGN(A IMY FRILURE 10 BUILD TIE T"S IN CONFOR"[ COrWINIMr[MI RECUMENOn[1[7N4-•IPiI. SEE Zii[ '; .u3 vim IIc -INNILIif CDNIRUL Mtd*IL'NY IPI. 11PINE CONNECIOIIs [las DESIGN FOR ruDlllUlnl SPKIRL FERY1• l.:`E2` � TC DL 7,0 PSF ORVG L.71 WIE fYMx[M:IWkO fMN1 20 W1IDE GWAIWIT(0 SiEEI uN1.ESS NEM(BNRCING XEDUIIIEPENiS. 1111ESS OfIERVIGE J 7 I!O ��0;9 (�n !�I 1p.0 PSF HC—ENG UIIENYISf.slltllN, REE ZING NEWINLNFNTS% Ib IR R49G GRt" R. SHOWN, TOP 010110'JY1L RE LRIERILLY NNICkO RI'Rl CllraIICIINis 10IwIN rHF.kS NI EIIL'll.AINI IiN)LUCHIE RS Y1111 PRIN'fILY Rf11vE0 ILYY[IIIU SINRIIIIM:, AiE ,F1 )f (.1)• 1�7,pPSF 0/R LEN. 22-O-O cza 511UVM.flkWIING YIOI16'IME N'N0111NIL IINIf.SS OIILiNiSE SIQYN. BIIIICf1 GYMIU YIiM NIG10 CEII-1116 OR RNRCIM: V.1U' ��,I.E•uStGN SIINRxatlS U041011R VIIN [PPLICIVLE PROVISIONS Of AS 1PECIrIE8 ON UESIGN. 00 WWI VA Mas --9fC �OR�o�`�`\,;= *_,HC , ��(;� 1.33 PITCN 8.0/12 -NDS RIO.IPI IPC(1. DESIGN YIiN FIRE IIEtMgWt tRER1E0 11IgER. 1NG 24,0 TYPE 0 0 0 0 0 -.-Trl - lwas KR1E INSTIIUIE NDS-Nt(1111WL.DESIGN VECIFICR110N FLR Will L'ONSINIICIIUY 'rr.fRtO EKE,.•• JOB; RA Si-10 T4 TOP CHORD 2X4 So. PINE 02 KD IS% TC X-LOC L-R/ 8.29 5.29 16.02 15.37 28.98 26.71 �--� BOT CHORD 2X4 SO. PINE B2 KD 15X WEBS 2X4 SO. PINE •3 19X BC X-LOC L-RI 8.29 18. 11 12.61 19.63 26.71 ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND SINGLE CUT WEB #-TC11 .6 ;2 ENDST2 TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 13B FOR *PLATE LOCATIONS ON TYPICAL JOINTS." REFER TO DRAWINGS A103 AND A184R FOR OVERHANG DETAILS. SX4 PR.ELlAWNARY QZAMING 2.5X4 1X3 2 B.OD� 1 '55X4 8.00 2X55 2.5X4 2X5 .OD SX6 7X6 15-4-9 11-7-8 10-2-0 2-G-0 14-4-0 27-0-0 OVER 2 SUPPORTS R-1.11121 W- 3.50" R-121121 W- 3.50' PLRTE TYPE--RLPINE SEON--137372 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR REV 13.1.5 sCR1E - 0.2500 *IMPORTRNTn* s"� ►+`.M' R 9PONSIBULIE FOIi 1A'ry VRRNING �N�SIrra1NIG;LLEHECI�OLL11('rwo DESIGN CRIT REF 0ATRU.. IEVIRTION FROIt Am SPECIFICATIONS 01 MY oEnplloM FROM OWING.SEE -11111-W.IFJMW:ING WO IR.ISSEs: �? =. : .�;� TC LL 30.0 PSF DATE 9 t 11119 DESIGN OR IMV FAILURE TO MJILU TIE TNJSS IN CONFOR;RNCE EDIVENIF11II MO REl7IfENORTI[M9•�TPII. SEE W1111 TIE '101-11/ CONTROL "MURL'NV IPI. ALPINE CONNECTONS THIS OERICN FOR FMITKINn1.SPECIAL PERRA- TC DL 7.0 PSF ORVG JIWIIIVN11f"clLwOFWJH 10 GAM CIIL4AIIIZIO STEEL COWLES9 NEMI OWING REOUINEIENIS. ULLESS OTHERWISEFlo ;�Q;y ; �� n, 10,0 PSF HC-ENG ] 01011WlSE SHOWN. HEFTING RECIRRERENTS OF MITI FP14S GRROE R. S111M. TOP CAORD S111R.L BE LRIERFLLT 11MCE0HPPLI COHNEEIURS TO 00TH FACES AI ERCN.AIMT IM11 LOCATE RS 111111 PROKALT RTIRCHED PLVW000 SIERINING. C+A7 5100.BERNING VIONS IWIE 4-N0111NFL 1MLESS OTIERWISE SHOWN. 11011011 CHORD WITH RLGIO CEILING OR WLINC =q LL1E+ TI .LO. 47.0 PSF 0/RLEN. 27-0-p L-J (ESIGN SIMUff" CLHFU(M WHIN FEMLICABLF PRINISID E Oi AS SPECIFIED ON OESIGI. OD NDT USF HEIS 1c ` RI .• t� :J 1 .33 •NOS HID IPI IPCIT. IESIM WITH FILL RETAROIWI TREATED turm. ,,�� KG,•�.• u u o C= o L--'3 ••-TPI - TRUSS PLATE INSTITUTE NDS-MIIOMHI.DESIGN SPEE,IFICRIION FOR Wo00 CRIISIR11CIlp1 P CING 24.11_ TYPE J®: Fis S1-10 T5 THIS OWG. PREPARED FROM COMPUTER INPUT (_ORDS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 S0. PINE #2 XD 1SX TC X-LOC L-R: 0.29 5.82 11.23 18.64 22.17 BOT CHORD 2X4 SO. PINE #2 KO 15X WEBS 2X4 S0. PINE #3 191 BC X-LOC L-R: 0.29 7.23 15.23 22.17 NO WANE KNOTS SKIPS OR OTHER DEFECTS SHALL OCCUR IN SINGLE CUT WEB #-TC:1,4 THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTIOM EXCEPT YHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." 4X4 9.D0 1X3 1X3 8.00 2X5 2X5 PQ 3X4 5X4 za-Q 11-2-12 11-2-12 22-5-B OVER 2 SUPPORTS R-1512# W- 3.513" R-1358th W- 3.50" PLATE TYPE--ALPINE SEON-- 11879 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 14.0.7 SCALE - 0.2500 DESIGN CRIT TPI REF S....... .. .^ TC LL 30.0 PSF OATS 01/29/83 THIS DRAWING SHOLL.O BE APPROVED BY A REGISTERED `�`E��r'• TC DL 7.D PSF ORVG PRIOFESSICriIRL ENGINEER BEFORE USE. SEE PRGE ALDD ��;•`�p FOR GENERFL N(TES,IMP(R'MNT SPEICIFICATIONS AND 0 3869 . = BC DL 10.0 PSF -ENG VARNINGS. WT.LO. 47.0 PSF 0/'A LEN. 22-5- OLR.FRC. 1 .33 PITCH� "'••� �ErtEo ;••'P SPACING SEE ABOVE TYPE J081 RA S1-10 T6 TOP CHORD 2X4 SO. PINE #1 DKD 15X TC X-LOC L-RI 0.29 5.88 9.87 14.67 19.46 24.25 BOT L--9kb_"` 2X4 SO. PINE #2 KD 15% WEBS 2X4 SO. PINE 03 19X BC X-LOC L-RE 0.29 5.08 9.87 14.67 19.46 24,25 NO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THIS GIRDER HAS BEEN DESIGNED TO SUPPORTI THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. FROM ONE SIDE-- 7' 0. OF SPAN FRAMING TO THE TC/BC SPLIT OPPOSITE SIDE-- 2' 0' OF SPAN FRAMING TO THE TC/BC SPLIT ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND GIVING A TC LOAD OF 166 PLF AND A BC LOAD OF 45 PLF TOP TO BOTTOM.. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.' NOTES THIS TRUSS MUST BE INSTALLED AS SHOWN. f IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. DRAWING 5XG 3XG 2.5X4 1 .5X3 GX4 5X6 77 5-0-7 5-0-7 v N-4 / 5X6 3X6 3X10 6X6 2.5X4 2.5X4 24-G-8 OVER 2 SUPPORTS R-253'11 V- 3.50- R-253110 V- 3.50' PLATE TYPE--ALPINE SEDN--137377 FURNISH R CDPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.1.S SCALE -0.mw 11 PINt IN.IN LIMO PRIMUS. INC. IMO!.%%MLWHIE LMIRtn 4,1114t, OLSIGN CRIT TPI REF ■�IMPORTnNT�E r'1MM 1. NII M. Iiduout SIdL FIM mer WARNING IN IMMIIJN:, f81S111111 I:MI •'"" / / -/ 1. 1 IMriMM 11UNib1 IIMh1 bryCUICnu111A IM INl IMY1111111M IMM IN1m;1N1;.1M1 -mi-F4,IIM:M;ING MMft 111161al.3 r;.�U=,b'y TC LL ��0,0 PSF ORTE [ 1 1/__, TRUSS I.-I 1 1 UO11 IMbIGN IM111N1 1lilt lost 11/W1111! IIM IMM23 INCIMIMIIf"A 1;iMM1N11110 IMl Hil,'t I11NM1111111'J+11.11. SII J SIF!• '•I_1 /:1 1'_J VI IH 111. -10111It 0101111111.1MMMM.-bl IPI. KPINE IJMalL'IUMli 11115IM:SIiN ION IM111ONLSPLCIILPum- TC DL 7.O PSF DRVG ME 111NIIIIM;lUlt11 INM 20 GIMA.E GRLIRNI2E0 STEELIMLESS WWI ORNCINO NEIMIIIEMNIS. UNLESS OIIERYISE INOIIE11YISE SWUM, "EEIING MEWIREMENTS OF 1151" FMG GRAM R• SIMWN, IOP DMM10 S1MKL 0E LRIENLLI ORKEY i • 110 3CB;9 n, '!l 10.0 PSF HC-ENG u 1M•PLl CIMMCIONS IO OOIN FWAS RI (fir"JOINT"LOLRIE RS MIIH PMOPENI RTIRCKI)PLYMM SIERINING, '�$1AiE�FI I I •1 I1. ��,O PSF 0/R LEN. 2DI-6-Q SI UVM. 1111.111:MIOIIIS IM:. NnRINI IMa E.S OIIENVISE SIUNOT. 1101101=VII: :1410 Ik ILIN:ON IVIOLIIM; 1 ''J Ik%I:M SIIWMniK CL1MlMU1 IIIIH FF'PLICRIM.E PNWISIONS 1* RS •1PRIF1ID IIM DESIGN. 00 NOW OSE nils 9Fc,'�oRlo..'.�lP /' I ( 11': 1 .33 DEPTH 60.4L_ ''l -NOS R10• 1`1 IPGII. OESItX MIIH FIK IIEIRMIMMI IMERIEO LINO". ''.,�f ��•.•• U C=1J r, L L= t� ••-TPI - IINISS PLRIE INSTITUTE NOS -N1TIOWFL DESIGN SPECIFICRIION FOR IIWD CONSFRIICIION •''•��.�,�µl•'•• �j HCING SEE ABOVE TYPE l JOB/ RA SI-18 TT TOP CHORD 2X4 SO. PINE •2 KD 15X TC X-LOC L-Rr 8.29 6.28 12.27 18.26 24.25 BOTCH9M 2X4 SO. PINE •2 KD 15X -GEBS 2X4 SO. PINE 03 19X BC X-LOC L-RI 8.29 8.28 16.26 24.25 ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. ed NAILS B 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY SEE DRAWING 138 FOR `PLATE LOCATIONS ON TYPICAL JOINTS.' ERECTION CONTRACTOR. PROVIDE FOR ADEQUATE ROOF DRAINAGE. IF PARAPET WALLS OR NOTEI THIS TRUSS MUST BE INSTALLED AS SHOWN. CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE MUST BE MARKED BY TRUSS FABRICATOR. DRAINAGE AND PREVENT PONDING AT ALL TIMES. END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. PREl.9MINAFRY DRAWING I .SX3 2.5X4 2.5X4 5X4 1 .5X3 77 G-9-7 G-4-7 2.5X4 5X4 2.5X4 2.5X4 211-6-8 OVER 2 SUPPORTS R-112GI V- 3.50- R-11261 V- 3.50' PLRTE TYPE--RLPINE SEON--137379 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR Rfv 13.1.5 smt - 0.2sm CI c= IMPORTANT#f 91RLlLNUIGIK N sPONsliBULE Fson I�ir VRRNING III wm116,KEEKtiION�11ND ••NIE DESIGN CRITr� REF 0 o L= o O 11FTIR1ION)ROM THESE SPECIFICRIION9 011 HIT OEVIRIION FROM MKING.SLE -091-16-,10MINC YOUR IRIUSSESs ;:`SUSf" l^ TC LL 30.0 PSF ORTE 01/09/Q C.1 t..1 t..-• t-/ 1111S OISILN ON M1 FRIINK 10 MMA 111[ 118199 IN C01f ORnWlE CUfW"l#N1 FNO RECUM14B0111 IONS-•IrIl. SFE ;J {IFlC•'•• ,.-:- I 1_> C[1 t_=1 21111 114_ '111111111 GMINUL 11111121'N1 IPI. 11LPINI:CMINIcl17R9 tills ULS16N FOR N10IIIIINL SPECIIL Pf.WVI- 1.'�P moi• TC OL 7.0 PSF DRVG ra []1 [.J 1WI fiff"IN:IUNU ►MIM ?O U%fA 011111INILLU STEEL t*415: NLNI OWING If WINERENIS. UN"ESS 011YNY19L : =` �'� , `"' LPI f--f IIIftall"c SUWN, rwtllNt 01WIREULNIS IN IGIR FM46 G1111M N. S11011N, IOP CIQNO 51YILL NE LRIERilt1 M11CLO • ? 110 :?59 ` ^" 10.0 PSF HC-ENG L_.-1 IWPLI CINIRCIIVIS lU havol fAcks n1 tic"J)INl IYII LOCRIE NS YIIN PRIN'ERLI RIIRCNED PLTVIIOO Sit W. ��t tiE�,'F •_ iiFIC* !. TS1V1VM.wN111NG 1110116 Iwf.fl'NM1NfI_IMLESS 0nIE1NISE SIR)11N. 01111011 OOM 1111#1 RI610 011.1016 OR.CINc1 '17.0 PSF 0/R LEN. 2 �-6'© TRUSS t_ 11516N SIIl"ollu5CE94111111 VIIN FPPLICINLE PRWISIDNS IW RS w1cif1E0 ail %sI6N. DON01 um nits1 .33 DEPTH 76.'1.Nus wt1.IPI IPCrI. OESIW 111111 FIRE RfIIIIIIIII I IKRItA LtROfll. " ' ING 2.33 TYPE ••-1►1 - I$MS KR1E INSTITUIf NOS -►ATIONIR.MSICII SPECIFICRTION FOR VOW L'ONSI111XII0N • fRFU..µ� ,, JOBI RA SI-1g T8 TOP .rHOVL, 2X4 SO. PINE #2 KD 15X TC X-LOC L-Rt 0.29 6.28 12.27 18.26 24.25 BOT "CHORD 2X4 SO. PINE •2 KD 15% WEBS 2X4 SO. PINE n3 19X BC X-LOC L-RE 0.29 8.28 16.26 24.25 ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND " IX4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. 8d NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.- ERECTION CONTRACTOR. PROVIDE FOR ADEQUATE ROOF DRAINAGE. IF PARAPET WALLS OR NOTE/ THIS TRUSS MUST BE INSTALLED AS SHOWN. CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER. DRAINS IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE MUST BE MARKED BY TRUSS FABRICATOR. DRAINAGE AND PREVENT PONDING AT ALL TIMES. END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. PULIF10'1INARY € RAWING 1 .5X3 2.5X4 2.5X9 5X4 1 .5X3 7-8-7 * 7-B-7 2.5X4 5X4 2.5X9 2.5X4 211-6-8 OVER 2 SUPPORTS - j R-11261 V- 3.50" H-11261 V- 3.50' PLRTE TYPE--RLPINE SEON--137380 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR NET 12.1.5 sant -D.aSDD FLrINE 1-11;1 NtL1tU rUUN11:IS, IM.. 1MUSSES NEU,INE ESINENE U'N RBIMPORTRNTN* sH'IL N01 DE NESPDx516LE FEW rwT VRRNING tit wwmiM, ENECIlo11 n1D • :" �;•..• DESIGN CRIT ]7F REF L7 O r- O c=a U[VIRTION FSM HESE SKCIFIERTIMS aN FAIT OEVIR111AI FROM MMING.SEE '8111-19'. Dom INUSSEs: ;• �v' .:'•!,;•. TC LL 3ORTE !t Cn IIIIS 015161 UN FAIT FRIIUIE 10 BUILD TIE I"S IN C0WOR110CE Ow"1lp1 110 RECUDENORIIIIIB•.IPII. WE J SIIIc•:.��.••� 1-_l L_I 1-._7 L..J DIFII hE 111111-11(CIMIROL 1`11 MC'H IPI. ALPINE CUNM:CIUNS IIIIS DESIGN FOR foul OWN�N.SPEC111L KMII- 1� tom:. TC DL DRVG L� E� WE FDMIFHCIUIEO FNM M GAUGE GNLTMI710 STELL uLESS NENI OWING REODIAEf1ENls. GUESS OI,ER015E i110 .74!59 111' III 1HC-ENC LPIN 1111[DVISE S1N1YN, IEEIING NEa71NElE1115 a 16o1N 11146 G111D.E N. SINWN. IOP CHDIM MILL LNIEM1-L1 DRICEDUzi 1N•PLt COWECIONS 10 DOtN facts NI LNCN.AINI 1111)LOCRIE NS 01111 PMKRLV FitIM;1E0 PLT0IIDD SIENIIRNG, l� V-Ek-Ft1I,1.11. ►� 0/R LEN. 24t� S1N1VM. bk WIIMI 010116 IO1E 11'NU,IML UP&PA UINENVISE SIF111N. DUllfit CIIDIW WIN RIGID CEILINI:UN 111111CING - ;TRUSS 115161 SIIWI11NIDs CUEnRN YIIN IPPLICI01-E rxOVISIENb OF Ns SPECIFIED ON DESIGN. OD Not USE mis .•...••�` . . 1DEPTH 92.9" .NDS RMI•I?I IKII. DESIGN DIIN FINE I�iRN OMNI TNEAIM IiK'' •' ►IE� Ea C] y � Irl - IIIUSS PLOIE INst11uIE MIS -►411111601-DESIGN SKCIFICNIION FON DI1O0 CO IMCI1AN •••i1i• ' SPRCING 2TYPE JOBc RA S1-118' T9 TOP CHORD 2X4 SO. PINE •2 KD 15% TC X-LOC L-Rs 8.29 1 .59 6.73 15.25 19.71 24.25 BOT CHOWQ; 2X4 SO. PINE •2 KD 15X 'VE S 2X4 SO. PINE •3 19% BC X-LOC L-RT 8.29 6.56 15.15 24.25 ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND SINGLE CUT WEB #-TCc7 ;2 ENDS11 .2.4.6 TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 136 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.' N' 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. ERECTION CONTRACTOR. P'REL11VA NARY• DRA1.A/M GX►j IX3 4XB 1X3 8.00 >f B-D-2 2X4 10 1-r 2.5X9 4.77 Z X4 1-G-8 13-9-0 9-3-0 G-7-0 17-11-B 24-G-0 OVER 2 SUPPORTS R-11261 V- 3.50' R-11261 V- 3.50' PLATE TYPE--ALPINE SEON--137390 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV MIA SCn1.E - 0.751)0 IMPORTANT 11rINl LM.1 NLkNEI) PNUN1111, IM. INUSSLS NLWINL k)[iNkm UWIL 0 o r� ,� G, o ,,.••••••.., DESIGN CRIT [TYPE EF EE ■f bYNI NOI sE REs1ONSItnE i11q F'W' WARNING 1.R Il11QiM., Eacna me t-U L--, c =7 r_U o 1*11RIlON fROM 1)LSk SPICII ICRIIUNV Ill INI INVlnT1ON FRIM INUCING.SEE -MI-15-,INIIIICING VOW INUSSESI .• �t%=•b.~•(;'••., TC LL 30.0 PSFATE 01109/09 ca I.7 1._J G7 INIS U191CN IM IIN1/filllMlt IU NUILU 111L TMAS IN Cl"OR11114C CINV1.NI1I1 HR)IECtrIMMIRIMNS-.IP11. SEE :,J �1FIC'-••�. t-1 L_:/ 1_J [_I V1n1 n1. -011111.11f CIINIROL MMA/.-91 IPI. IIIPINE CNNRLLIONS IIIIS UESII:N toil "0111UMR.S1kc111L 1E11n• �l_ �Q- .. TC DL 7.0 PSFRVG :4_-::) _l t..I t._, c:, lot I1,IUINAIA1111 IMM 70 UY10E pLVIINIt1O SIEEI.tP&LUS M.MI UNNL'ING NL11IM:1IENIS. MASS 011ERVI5t 110 3,!59 I -' LPIN --1 11iIYRV1:E %10M, IRLOING NEWINLIIENIS(If Min 119116 Gftnuc R. 111111111. INP Clow 9NILL of 1.NIUFLLI 11111910 � � � cT L j �1�• i)I 10.0 PSFC-ENG _ IY'Vl 1 I.1"d LUNIS 10 WIN IIN:IS 111 11:11 J11N1 IND LOL'RIL IG 111111 PMWERI.V Ntinl3cs FLVYINN)SI[n UDM:, 'j,y.1iE["fF I 1 p Y1)VN. IN Miss.V11111r.INN V-MN7IM,. @ME'.':Ullf!RU:1 51111111. (!)soon LINNU/V1 ill muff tia1N61W V. PSF /R LEN. 2 I -1'i-E1 TRUSS I lAS1LN SIINMAINA UMMIN 111111 UTLICIVILE PMNISIOfti IIF 1'!i lPF.CIIIU) UN IILSIGN. OOM,I 1151. IIIIS �` URIUt``�Q,'- q t .I .I t_ -, .�IIN,,DI IPCII. DLSIW 11110 FINE REIIMOINII TRERIM►UnBER. t FQ�fR ' ' p?+��,.- �l Jfl,l-l►C. 1 .33 r-. t-1 r=-1. o r.. t� '.,, i0 i M•-IPI - TMSS"IE INSTITIIIE NDS -MITIOWAL OESIrld SPECIFICATION Fal YOOO CINSTNUCna �••'H•,�'••••• SPACING 24.0' JOBt RA SI-10 TIOA TOP CHORA 2X4 SO. PINE 02 KD 15X TC X-LOC L-RI 0.29 5.59 11.25 17.71 24.25 BOT Cl10RD 2X4 S0. PINE r2 KD 15X WEBS 2X4 SO. PINE 03 19% BC X-LOC L-RI 0.29 6.56 15.36 24.25 ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND SINGLE CUT WEB r-TCl6 12 ENDSEl .3 TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS." • 1X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH Bd NAILS 9 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED ERECTION CONTRACTOR. PURLINS SPACED AT A MAXIMUM OF 24' O.C. END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 4X4 5X4 3X4 PRELIMINARY DRAWING B-oo 8.00 1X3 B-0-2 2X4 10 2.5X11 Q4.77 �� II 2 4 5-6-B 5-9-0 13-3-0 G-7-0 l7-i1-8 24-G-0 OVER 2 SUPPORTS R-11261 11- 3.50' R-1120 11- 3.50` PLATE TYPE--RLPINE SEON--137397 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REv 13.1.5 SME -0.25110 ffIMPORTRNTff �nuLNu'eE'nEE"�ONs a.Ic.1oa INC. WARNING IN�IEiIAILINC.�ENLCiRioN wo •"" DESIGN CRIT REF r� WIFIPIION 10011 IMSE GPICIFICHIMNS OR IHV OEYIRUON FNNN 1111MING.SEE -1111146-•1NNOCINC VOID IMSSES: �'�)�'"•�.Y !; TC LL 30.0 PSF DATE 9/0 HIIS INSIGN ON IHV FRILUIE 10 WILD Ilk IMES IN CONFURIVINCE CO01NNIFFIT In)NECUYNNORII019•.IP11. SEf �'�J.',�SIFFC •._•<.':• C�l C_I C-, I=l V1111 Ilk "11411■111 CONIRR-IfMW' 01 IPI. ALPINE CININECIUIS HHS DESIGN VON FMInONN.VECIRL PEF"i- :r✓� �: TC OL 7.0 PSF DRVG Cl L_i t=j UZI INIE IVMXIClUtkO FMIM 20 1AUGE GRLVIWIJU) SICIL UN.tSS WWI TIMING RLOU1R.MNiS, tOWESS ORIENVISL � � ? 110 34E59 j `I LPIN t--� DII(RYISt %111M. RCEIINC IIEWMLIILNIS 01 Ibin R4YG CRNA: N. slam. IOP CIUItU St0V1-OE LNIf1Nkt1 Made 6�*�iE�F III' DI 10.0 PSF HC-ENG .] �+ p Ii-PYN (ONMCIOWS 10 WIN THUS AI LIMN J11N1 Ill LOCRIE 1D III H$ P01MLNLT At AX14:0 PI1Y1101)911111NINJ. �•1•I�y/V 01 .1 1�. 1�7,Q PSF 0/14 LEN. L�-p'(„) SAWN. OLWIIN/V10111'.. IVIS 11'M1HINl. UNLESS 011V:INISE SIHVN. VOIIOM CH011U WITH HIGIO TIMING OR IVAN:ING 'y � L ? •: t F IQ ..* A. TRUSS FA.SICN S1IVNNR114 C(N(vin VIIH 1PPLICIVR_E PRUIISIONS OF AS SKCI/IED ON DESIGN. DO N01 IrA IVIS F_ � =;�,�;;........• �`,. 1rw1 i 1sC. 1 .33 -NGS AND-1P1 IPCII, DESIGN 1111 FIVE AEIRAORIIT TAERIED IUTAER. Rip•�It+,.• E-, y CR C' t-=l 0--IPI - ►RUBS PLRIE INSIIIOIE NOS-MTIONAL DESIGN SPECIFICATION FDR WOOD CONSTRUCTION """••• " SPACING 24.0' TYPE JOBS RA S1-16 T16 • TOP CHO 2X4 SO. PINE •2 KO 15X TC X—LOC L—RI 8.29 3.59 6.73 13.25 18.71 24.25 BOT"'iHORJ 2X4 SO. PINE •2 KO 15% WEBS 2X4 SO. PINE s3 19X BC X-LOC L-RI 8.29 6.56 13.15 24.25 ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND SINGLE CUT WEB ♦-TC17 12 ENDS11 .4.6 TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 136 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.• 1X4 •T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH Bd NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. ERECTION CONTRACTOR. 2X4 5X4 1X3 4X6 8.00 1X3 f 0-0-2 2X4 10 2.5X4 Q 4.77 12 X4 3-G-0 9-9-0 11-3-0 G-7-0 17-11-B 211-6-0 OVER 2 SUPPORTS R-11261 V— 3.50' R-11260 V— 3.50' PLATE TYPE--RLPINE SEON--137392 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.1.5 SME - 0-as00 IMPORTANT■ 51�1ELNOf OE NESPONSINLIE i0N IFMtE I'm IWIME It 11411L UW! DESIGN CRIT]7F EF o Q E■ VRRNING EN IMwmiNE:, IRECIION IMA •••••••• C.) c�l 1_. _) r--1 C 3 IkVIR1111NIRO11 IIISE SKEIFIL•IIIIHM OA IIVY(TEV11111011 FROM IMIIM:ING.SEE 'DMl-7c•.tIfA1M:11L NMI INfSSES: ••��\v`•b.h(^: TC LL 3ATE t.a C-4 C) U IIIIS DESIGN ON TINY MIL01N 10 BUILD fit T"S IN CDNEOIVIVEE CWt4MIRRI qA RECEMND111106--IP11. SLE J •'S IFI •'•• t=om L� c� [.7 YI111 AHE llullir CIININa HN1R1L'6Y IPI. IM.P tIf CINAECIITRS ANIS IIISIW FON F1A11111AM11 s►kCIf1L 1'EArr►- 1.;`�.� Cif TC DL RYG MM: fMfMIf1M:1UIfD INMI TO I:IMIGE GALYtWIlEIT STfEI UIa.fS9 NENI RRAC IMG IRODIfkPIEN14. IRLESS OIKRVIliE� LPIN L� DOtAMIx SIM,BI, 1rElINr•RFUJIREAENTS OF fBTA R44C GRRKE A. SIMNN• TOP OUR)SI/KL DE L1111INCLY INIKLO • 1I0. 7�BcL�9 C : n; I)1 lC—ENCI_AL_7 FM•PI t 1•ITMALCtbRS 10 WIN 1Nf.ES RI E11CN AINf AWT LOCRIE AS MIM PROPERLY ATTACHED PLVMOW SKR1111Mq " AiE 4'F )T ( O, 4 /R LEN. 24 -6-B� t._� S100. NUBIAN:MIDIIIS INE M-NDRINII- ISM F•.4 011k11MiSF SItM1N. 8011011 CNDNU WITH NICID CEILING OR DNNCIN: q ':+�Tl "% tTRUSS IRS14N SIIWIHIin 1:1/IONA Milli 1r•PLICIMM.E PIDNISIDNS AS SI•ECIr110 IM IRSIGN. OUNDi WA IIIIS -s��C��'.�R10. 'tl ; A� 11�L1r--V t-u ' IMO SIPS IKII. 0k41W MI 111 F11L IEIIMNAMII IRkAILU 2!nN. .,,fRFO•iK`' • — 1••-TPI - IMAS PLRIE INSTITUTE FAS -NHIONIAL RESIGN sPECtr1131110N root 11000 CD1b1AUC110N •.••••.1..••••• PACING YPE JOBS RA S1-18 Til " TOP CHORD 2X4 SO. PINE •2 KD 15X TC X-LOC L-RF 8.29 3.29 6.81 9.85 14.16 18.61 23.96 BOT Cf19RA-"2X4 SO. PINE 02 KD 15X 27.51 31.96 WEBS 2X4 SO. PINE *3 19X BC X-LOC L-RR 8.29 3.49 7.81 9.76 14.16 18.61 23.96 27.51 31 .96 NO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. SINGLE CUT WEB N-2 ENDS11 ,3.5,7,9,11 ,13.15 ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND * 1X4 -T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. 8d NAILS a 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY SEE DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.- ERECTION CONTRACTOR. REFER TO DRAWINGS A193 AND A104R FOR OVERHANG DETAILS. SHIM ALL SUPPORTS TO SOLID BEARING. 2X4 5X4 3XG 6X6 5X4 2.5X4 2.5X4 GX4 5XG 8.00 * 5-0-7 3X6 �� 10. G X9-1 Lj V / 3X5 2.5X4 5X4 6X6 5X9 2.5X4 +-. - - - 25-5-9 3-3-0 29-0-0 6-11-8 2-9-0 22-6-8 32-3-0 OVER 3 SUPPORTS R-1030 V- 3.50" R-39071 V- 3.50" R-24031 V- 3.50" PLATE TYPE--RLPINE SEON--137402 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.1.5 SCR-E -0.21110 fLPINE ENGIFEEIILU YNULMII:IS, INC, 1' 1N1h5ES REUIIIIE ERI NLNIL I3VIC DESIGN CRIT REF f=3 r 771 I� o '� a E*IHPORTRNT+�# sIMLL NOI f1E RESPONSIBLE FOR IVfI WARNING tN F1M1X1M., fRLC110N RNo 1--JATRUSS I c.= OEVIRiION FRIM THESE SPECIFICATIONS 04 MY OEVIR110N F0011 BRACING.SEE -eVT-7G'.011RCING VOW MISSES: ;`.0",;-$.:!'(�;•; TC LL 30.0 PSF DATE C� MIS ENSIGN ON Mir FRFIUIE 10 6UItU TIE TRUSS IN CONFORFFINCE CERVIFNIRII FM IIECOftIENORII11N5-O1P11. SIE J ,.:L-=17 1=7 YIFII III -IJUM 111 CUNIROL f1fiNi .'61 IPI. 11PINE CIFNNLCTUIIS MIS DESIGN FON 141111117WIL S►ECIAL KIM. '1.: i f TC DL 7.0 PSF DRVGL-77 I-j IWF fVMIFOCIUNO fR1WI M GRIME CHLVRN17E0 SlFll UNIASS UENI UNIHIAN:NEI1i1M�fY 116. UIE FSY IIftRHVlsf. � . 110 3<0,9 i I I I-1 OIKRYISL SIVINN, MLtING w.a1RIM115 OF FISIR IW4G f.RWE R. SI1WN, IUP CAMb 5F14.L K LRIINILIT ORION 1l P1 10.0 PSF HC-ENGW'PLI COMILCIIWS 10 BUTN fR:ES RI TWA JOINT FIND LOCRIE Rs 1111 PM1YEfiV gTIfIC1E0 PLVWIOO SIERINIM:, ' S,�AiQ I I (� 47,O PSF 0/R LEN. 32-3-0 L=J . OEMIING YIp111S RRE 4'W111WL UNLESS OfW WISE SFUYN. 1101101 CFR1fU V,TN RIGID CEILING OR BRACING ' •P ub � •'P ;cI IILSIGN Slf W fM COW MIR VIIH FPPLICA6LE PRurISld/5 w RS SPECIFIED ON DESIGN. M MY IISE INI5 �:SFC��.•`.�RI .r•`tt ONUS RFD.IFI IPCTI. DESIGN 1111 FIRE REIfYIOIWT iRER1Eo lllflBFA. ,• [R- . K��•,•' (� �_I'ftt.. 1.33 o C=3 E=) 0 O•-IPI - TRUSS PLRIE INSTITUTE NDS -WtT1ONAL DESIGN SPECIFICRTION FOR VOW CfINSIRUC110N ', ��""� 1�'.,•�•• SPACING 24.0TYPE JOB# RA S1-181 T12 TOP 2X4 SO. PINE f2 KD IS% TC X-LOC L-R: 8.29 5.29 9.85 15.47 21 .24 26.96 31 .96 BOT CHORD 2X4 SO. PINE t2 KO 15X WEBS 2X4 SO. PINE •3 19X BC X-LOC L-R: 8.29 7.81 9.76 21.24 31.96 ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND SINGLE CUT WEB *-2 ENDS:3.6.9 TOP TO BOTTOM. EXCEPT WHEN LOCATED BV CIRCLE OR DIMENSION. SEE DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." • 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BV SHIM ALL SUPPORTS TO SOLID BEARING. ERECTION CONTRACTOR. REFER TO DRAWINGS A103 AND A184R FOR OVERHANG DETAILS. PRELIXA NAaY ZAVVNG 5X4 2,5X4 2.5X4 5X4 5X4 12 ;7,q 1.5X4 B. ' 8.00 2X4 T } I� !0. 2-10-7 G 5X7 5X9 2.5X4 25-5-4 5-3-0 21-9 0 G-II -D 2-9-0 22-G-D 32-3-0 OVER 3 SUPPORTS R-1551 V- 3.50" R-169111 V- 3.50" R-11294 V- 3.50' PLATE TYPE--RLPINE SEON--137804 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.1.5 sCME -0.25110 H 1'INW f)N:Ifxl.11tU rNIIW1LiS, INC. INUSS{:S AF.WINt tx WERE 17Y/L **IMPORTRNTN* SFINL N01 RE NESPONSIg.E FOR Awa wnRNING IR 1rY1011Nc, ERECitoN RNo DESIGN CRIT REF -A- L=J ,-, IILY IRIIUN{NUR INES6 !^CIf ICR[IONB IN#NT I*VIA►10N FROM r1UCING.SEE -OWT-7G' jtWW:ING OUT INUSStS: °••• ;� J.M.••''•'' C� L., I-J THIS MSIG{UN NNIr#RIIINNE 10 WHID 11E IN,SS IN CON URPIV&t. CIN51 MINIlr ENO RICU!"MM1111M If-11. SIE :'J�.• !�•• TC LL ,70.0 PSF DATE 1., 1-.., L".I I_-] Willi Ift. 'UFtIII CONING.rNf**N.-III IPI. MPHNE CONIFCICAS [HIS I*SIGN FON MIDI SPtCIRL PEIN71- Vt• �•.. TC OL '.01,0 PSF DRYG I� 1.__I I_7 t_, JIK IWMWIN;IWtO {NJH ?0 GH1GE GIILVRNIILO STEEL UNLESS NEW OWING IkWINk11NIS. UNLESS 0111R511SE - � FID.3059 ; Il(; 111 lO.O PSF HC-ENG r--. [fT p UIIINY ISE SNOiM, 1'IEEIING NELUINERENIS OF f4TN 9446 GAME R. SfpYN, IUP CNpRU SML BE LRIfRNLLT ERN'CEO • ' F-1 WPLI CONNECIONS 10 WIN FREES RN EICII AINF M11 LOCRIE RS WITH PNOPERLT REINCHEO FLTV9W SHERIIIINI:, � u�E��FC't^ r r r.r n. 47.0 PSF 0/R LEN. 32'3-0 t-, TRUSS 1� SNWN. N1EFw TNG 5110116(of Al'NNNIMi.IINAESS UINENYISE S10WN. r)11N71 QWW10 WliN RIGID Ir ItIN1 OR RrM:ING •'•DF '10R1�;•' gyp: IN 5161 SIONWHl6 CIS ININ 511111 MPL ICMILE rRINiS10NS OF RS ST'ECIf IED ON DESIGN. 00 N01 OSt TATS �;C/-I).-- t l t I--, -J L_ _] r\� • tl rF.f Ill.. 1.33 / - _ .NOS Ir0 •tPl IPCrI. oESIW riiN FIDE RE1MI01Wf iN1ERItU LIWWIEA. •''��fgtp•�µ.,••' TYPE - 0 1--, = o G_l E� ...ill - TRUSS PLATE INSTITUTE US N -MITIOURL OfSIGN SPECIFICATION FOR WWW CONSIRUETIUM """1O'•i1', SPACING 24.0 JOBN RA S1-18 T13 * I F 2X4 SO. PINE •2 KD 15X TC X-LOC L-RI 8.29 7.29 14. 11 28.98 24.96 31 .96f 2X4 S0. PINE Nt2 KD 15X 2X4 SO. PINE 03 19% BC X-LOC L-RI 8.29 7.81 9.76 28.98 31 .96 ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND SINGLE CUT WEB •-2 ENDSN1 .5.8 TOM. EXCEPT WHEN LOCATED BV CIRCLE OR DIMENSION. G 138 FOR 'PLATE LOCATIONS ON TVPICAL JOINTS.' * 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BV SHIM ALL SUPPORTS TO SOLID BEARING. ERECTION CONTRACTOR. , REFER TO DRAWINGS A103 AND A184R FOR OVERHANG DETAILS. PRELIM N41ARY DRAWING ; 6X9 2.5X4 1 .5X3 5X4 8.00 8.00 2X4 1.5X9 IF ■ T i T 2-10-7 5 5x7 5X8 2.5X4 25-5-4 7-3-0 17-9-0 7-3-0 j G-11-8 2-9-0 22-G-13 R-4561 V- 9.50' R-1911N V- 3.50' 32-3-0 OVER 3 SUPPORTS R-12101 Y- 3.50" PLRTE TYPE--RLPINE SEON--137407 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR REV 13.1.5 SCFAI -D.2sm 0 0 0 0 0 0 **IMPORTRNTN* .".LLNDT�a,'Pu pia.E,lon Iwlr VRRNING IN wo iUMS m. fEXTREME Dil�wmm ••• DESIGN CRIT REF ATRUSS OCrIRTION FROM HESE SPECIFICRIIDNS QO INV DEVIATION FROM WEING.SEE -BIfT-76•,IRSRCING OW MOSSES: •'��L=.�:Y(, TC LL 30.0 PSF ORTE / CT141S OESIGN OR NA FAILURE TO M/ILU THE IRUSS IN CONFOROTWE COM IN1IIRl IM RfCI WWOR110N5-•1PT1. SEE J . ZlilC VII"THE 'UURLIII CONIROL IYNIJIL•RT IPI. (SPINE CONIECIDNS THIS DESIGN FDR HNNTIONRL SPLCIRL ►EMI = ,tTC OL 7.0 PSF ORVG FINE MNIIW:ItWU FMJM 20 USUGE CIY-rMMA SILK UN.ESS NEN(GRIMM REQUITEHENT6. ULESS OTHERWISE ZyD ��Rr�y �Hl X11 jQ•Q PSF HC'ENG UINERVISE SNOW OEEIING KIAH IEIICNIS a IISIM RM•16 GO" R. SIOWN• IOP C"ORO WILL DE LRTERFLLT NIiCED FV•ALt CaNNECIOMs IU IwiN FREES RI CRc11 AIN1 RNJ LDCNIE Rs WIIN PRaPEILr RTIRI]EO 1'1t1100D sHERIMIIJC• � u� ,�•II^ ()T (,l), 97,Q PSF 0/R LEN. 32-3-0 SHNDIIN. UERNIN:V10116 FRE •-NOMINI ULESS OTHERWISE SH WN. 11011011 CHORD VITT 01610 CEILING OR RMICING -"gyp ,IOI�" t��DESIGN SIN(MS CUfORN VII" APPLICABLE I'MISIONS OF RS SPECIFIEO DN OESIGI. DD TAT (ISE THIS ; , t.NDB TOO•IPI IPCTI. DEOIIJN W11"FIVE IIEIIMOMNT TK41M LIRYER. ••� (........•�u��•`• _._'vFc. 1 .33 0 0 0 0 0 0 ..-TPI - TRUSS MATE INSTITUTE AIDS-NITIONRL CESICN WECIFICATION FOR VIIOO COIISINICIIW ''• SPACING 24.0 TYPE 1 JOBB RA S1-18 T14 * I TOPc"OM 2X4 SO. PINE *2 KD 15X TC X-LOC L-Re 8.29 4.83 9.29 16.12 22.96 27.48 31.96 BOT CHORD 2X4 SO. PINE 02 KO 15X WEBS 2X4 SO. PINE •3 19X BC X-LOC L-Rt 8.29 7.81 9.76 16.12 22.85 31.96 ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND SINGLE CUT WEB •-TC11 ;2 ENDSt3.5.7.18 TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." * 1X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS 9 6. O.C. BRACING MATERIAL TO BE SUPPLIED BY SHIM ALL SUPPORTS TO SOLID BEARING. ERECTION CONTRACTOR. REFER TO DRAWINGS A183 AND A104R FOR OVERHANG DETAILS. ppE t `f1N��Y �RAwit 5X4 2.5X4 5X8 3X5 8.00 1 .5X3 2XII 12 8.00. 1 .5X4 i �-f 2-10-7 G 2.5X4 5X5 / /1 n GXG 2.5X4 �+ 25-5-9 9-3-0 13-9-0 9-3-0 G-11-O 2-9-0 1 22-G-8 32-3-0 OVER 3 SUPPORTS R-31154 V- 3.50- R-145211 V- 3.50" R-11804 V- 3.50" PLRTE TYPE--RLPINE SEON--137414 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR REV 13.1.5 SC1ll - 11.25111) 0 0 c) f� o ** K-PINE lNN:111E110 rRUl1C1Y, INC. 1NLAAWS IIEUUINE EAINk11E EINE DESIGN CRIT FREF I MPGR TRNT** 9IFILL NAI IUE Rk9P11NB1TLE FDR wn W IRN I NG IN 1111ALmu. ERECTIDN FIND �9/l�> Cl c:, L.. _., L� t=] Dry IRIION TNR" Ill SE SPI.CIFICFIIIDN9 OR fw IN:rFillION MITI NINICING.SEE -INIi-28-,UT1KIND 911M TRUSSES: .'��` ?.r(„':• TC LL 30.0 PSF C_] IIIIY DI SIGN ON PINT FAILURE TT)BUILT)Tit TRIGS IN CDN BINrYNCE CUrnmimit TNN IIELYINItAFIT111N6-•Irtl. SEE J •'tlff(�'••�.•-- - [--, (_-1 1=) 1_, V11)1 11C '1NRllllT CIMJIRIIL IRMNI.-bt IPI. wPINE GINNLCIIINS IIIIY IkY1GN FOR ItNII IIDNY.LYkCINL ►ERYI- = `1.�4.'T ~ TC DL 7.Q PSF CJ 1__1 i*f. IYMAIN:IUIEU t111Nt 2) 6RIGE GIILY1N111.0 STEEL UNLESS WENT UNIN:ING RkW1111.11ENIS. UNLESS UIIIRVISE • 110 3c�$9 E PIN u 1111N11VIIA.!omm, IV, NFfIJINfrANIS IIV Iri1B IWM6 fun"..N. Swum. lUP aimm SIrYL IBE LR1fRu.r am c* L 11�• ��i1 10.0 PSF 1N IWeLt CIN1kNC11Nt5 IU BATH Iffcts FII tR:N.JUINt fllE IWIIE NS VIM PNMETLV RTI,N:IN'D PLIVO U SIERIIfING• ��E`P,'f •. (�T•1-1�, 47,Q PSF 0/R LEN. 32-3-0 TRUSS 'QVN. HEMING YIUINS INE Y-NU111NIf. UNLESS UFNEINISE$41310 Im1IQl CIARO YIIN NIG IB CEILING OR aBw'ING ' p �� OESIGII 91tYIfA1mS CUIFURII YIIN IPPLICwLE PRNISIONS OF FIS SPEC IF IFA ON IIESICN. DO NDi USE 1H IS �C '•.`.OR10.:' �, •. ,,,�" ...... uR.F i�c. 1.33 -NOS fBO•Irl IPCIT. DESIGN RI1N FIRE KIIWDRNT TRERTED LINKER. ,,�•:gt0.�µ��,,.•' .1 cl rf o T= o O ••-TPI - TRUSS PLATE INSTITUTE NUS -NITIINNRL DESIGN SPECIFICpTIGN FOR YOOD CDIISTtWGl10T •"••11u.••``� SPRCING 24.0 TYPE J081 RA S1-18 T15 • TOP C,NORD_...2X4 SO. PINE •2 KD 15% TC X-LOC L-R1 8.29 6.81 11 .29 16. 12 28.96 26.42 31.96 BOT CNO-kb 2X4 SO. PINE 02 KD 15X WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R1 8.29 6.81 11.48 28.85 31.96 ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND SINGLE CUT WEB #-TC17 ;2 ENDS11 .3.6 TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 138 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS." • 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS 0 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY SHIM ALL SUPPORTS TO SOLID BEARING. ERECTION CONTRACTOR. REFER TO DRAWINGS A183 AND A184R FOR OVERHANG DETAILS. PRELIMMARY DRAWING 5X4 2.5X4 5X9 1 .5X3 3X5e'� 2 R 0.00 2XII 2X5 5X8 5X7 2X9 25-5-11 11-3-0 -19-9-0 32-3-0 OVER 3 SUPPORTS R-141111 V- 3.S0" R-IfiR711 V- 3.50" R-114111 V- PLRTE TYPE--RLPINE SEON--137416 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR RfV 13.I.5 ,Yacr -D.r�1111 c f� t-, f� � f� *aIMPORTRNTas 51V1L NOI EE NE91'ONSIHLE fON IIWY VRRNING m. IN sooviirxWAS It"Nc�,nLIntciioil nL ufw+o DESIGN CHIT REF c , c_I r. � L3 r-, rituRIHNf FROM THESE %nCIFICRf10NS OR PWr UM11110N FROM aiTICING.SEE -tlYl-ls•,IBRIICINC YOrA IRUS`.kS= •�•';�� 5.�"~••. TC LL 30.Q PSF ORTE / 999 lifts DISIGN OR#%I FRILUIE IO OUILU Ilk TRUSS IN CONFORM CE CO#VLNINNI FM RECUYV:MMlltm-NPp. SEE J�••'jIFI C^ •• f:] ,-, r [ -1 ift# Il[ 1111 CONTROL 111"NIL' Vr IPI. ALPINE CUNIk111 CIUNS II11S DESIGN FOR 01110OQL sPEC111L PERMR- =>:`�6 �� `' TC DL 7.O PSF DRVG TWE IViNINICIU1f0 FROM 20 GR16E GRLVnNIIEO STEEL UN.ESS NENI BRACING REOUIRMWIS. UNLESS 0111FRVISE (10 ,74Vs9 t 7r ii 10,O PSF HC-ENG LPIN u UIICnVISI SHOWN. MEEIING OEalI11EMENIS OF Is1A A446 rAnw R. sIOVN, IUP CIVN10 911111 HE LR111N1Lr E111(LD c ' ; � : . RrPII LUNNCIIWS IO 00111 IN(AS III EACH JOINT IN11 LtXRIE Ix VIM PROPERLY n11111AC0 11.IV111111 SI[R1111M:, �s�A E t'F (11 •1 11. 47.O PSF D/R LEN. 32-3-0 C, TRU35 U SIOVN. OLIWING VIDi16 OWE 4-NOMIUI UNLESS 011C1NISE SIOVN. I10110M CI10R0 V1111 RIGID CEILING 11 tlRIILING = q V./U9 TNSIGN 5111n111NK 1x1NFONn Y1111 1144.1[tw.E YNW151INO5 OF 115 !)'LCIFIFO oN INSIC►I. 11(11101 u.;l Hlls I ';�C,'.��R10.•'•,tt�;' (mi.F11C. 1 .33 PITCH 8.0/12 r-'' .J f_ ,NOS RU NPI IPCII. 11ESIUI WITH FIRE REII1R1R111 iREnIfO IINVI[R. r��`.• -- 0 o L7 C] O c� ..-IPI - fRUSs PLATE INSTInAl WIS -1PIIIIWRL DESIGN VECIFICRT ION FOR VOW LYONBINUCIIIII ,�•'^tp�o,`N�•'�, .( . 'PHUING 24.0' TYPE JOB1 RA S1-18 T17 " (Q TOP CHbRO 2X4 SO. PINE •2 KD 15% TC X-LOC L-Rt 8.29 6.81 13.29 18.96 25.44 31.96 ; BOT CHORD 2X4 SO. PINE 02 KD 15X WEBS 2X4 SO. PINE f3 19% BC X-LOC L-Rr 8.29 6.81 16.12 25.44 31 .96 ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND SINGLE CUT WEB •-2 ENDS11 .6 TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24' O.C. PLATE MONITOR USED. REFER TO DRAWINGS A103 AND A184R FOR OVERHANG DETAILS. ,k. Ix'F ��L�r�r?�_�b4 �!2—�(oJ I.'•ell 6X4 6X11 PPRIMMAPtY DURA +LING 8.00 1 1 .5X3 1.5X3 11.00 3X5 3X5 5 5X5 3X5 13-3-0 5-9-0 13-3-0 32-3-0 OVER 2 SUPPORTS 12-11181111 Y- 3.501 R-148811 V- 3.50- PLATE TYPE--RLPINE SEON--1374211 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REr13.1.11 Scm - 0-2SOO La r, f*IMPORTRNTx* WfftL NOT BE RESI-MINLE FON 1NL-19111 WARNING �of nsa w;OLERECTION 1*0 .............. DESIGN CRIT REF c� . I:. ..1 /� r u IRrIR110NImm fitu SncIFILATIONS IRI Ig1IRVInllf91 FWIH &WING.SEE -1111146-,DIMING 111m MISSES: ��v` br (;•. IC LL 30.0 PSF DATE 01/09/09 I=3 1111S OISICN ON MY FR11.W1 10 91111.11 111E 1NU•JS IN COWEIRMICE C0111"11W1 IFA REEMANUTI11015--IPI). SEE J • SIFIc"..• ,.'. LL-::) /U-3Willi 11E -wanu / CONTROL MNM--bi 11. FKPINE CONNECTIRIS 11119 RESIGN FON 140111011t.140111011t. n 9CIfa KIM- �l..`�,`t• ��;� TC DL ].0 PSF DRVG v 1=3 o L=3 191E 111wIV:TUIEO tR011 110 CNA GRLrrwIrEO STEEL UTASS NENI INIKIM REOUIRE)ONIS. LAR-ISS 0111ERVISE = IJc Itvsy (I( (11 10,0 PSF HC-ENG PIN 01111 VISE 5110VN, wEIING REQUIREMENTS OF RSIII Fw96 GRIIUE R. SIWN, i1R•MORO Sint RE LRUNFLLr INUCEO I11Y1.1 CONNECIIIIS IU bDIN fM:E9 RT E11CH JOINT NN)LOCRIE IPJ 111111 PRtlrERLr Ri1NC1E0 rLrY000 51[111111111:, •�yA E IVF ()( •, 11� (17 .0 PSF 0/R LEN. 32-3-0 1.7 t� SIMM, KMING VIU111S ME N'NOMINfL UIESS 0111NVISE SIAWN, 1111101 CIIUTA VI1H 111610 CF.ILIIR:OR W11LIM: - -Z Pf. ORIO�*- c7 /..1 TRUSS nsuw su1NUfFN1s IxnIu11R 11111 IrP1.unEE rlaxlsloNs OF Rs St'ECIFIEII 1111 Ixs1611. 01)NOT I)sI uns ' • ,�;;.....,... 1 .33 PITCH 8.0/12 Q r_. t--� -NUS M)-IPI IPCII. OESIW III III FIRE REIIMIIFWI INERIEO LUM1F1. , �fR' FES+ .�' 1 ---Irl - 1111155 PLRTE INSTITUTE NOS-N11110NRL OLSIM SPECIFICRTION FON WO CONS11119IIW .. PRCING 24.0' ITYPE (1574z� JOB1 RA S1-10 T18 TOP CHORD 2X4 SO. PINE #2 KD 15X TC X-LOC L-RI 6.29 3.48 6.67 BOT CHORD 2X4 SO. PINE 02 KD 15X WEBS 2X4 SO. PINE :3 19X BC X-LOC L-Rs 0.29 3.48 6.67 NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN SINGLE CUT WEB #-BC11 THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. REFER TO DRAWINGS A163 AND A104R FOR OVERHANG DETAILS. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM. EXCEPT WHEN LOCATED BV CIRCLE OR DIMENSION. SEE DRAWING 136 FOR *PLATE LOCATIONS ON TYPICAL JOINTS.• to PIMIMINArRy qX4 12 2 8.00 0.00 2X4 2X4 1X3 3-5-12 3-5-12 G-11-0 OVER 2 SUPPORTS R-6001 V- 3.50- R-6001 V- 3.50' PLATE TYPE--RLPINE SEON--137425 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 17.1.5 scar - 0.rm nPINE Iw «1w.D w1uAA Is, IN. 1«1/SSES YkWINE kIlIN1tY CJWf DESIGN CRIT REF **IMPORTANT*+1 91111E Nor eE NES('tlNSIBLE FDN (rlr WARNING IN IriNktNc, fNfC110N ►t1a .....•..... E71 t=_1 ........fray T111SE 611CIFILRIIUNS (N (NY IxY1NTI(NI FRM BRACING.SFE -11111-16-,I11111MING YUII) FINSSES: = :�:'•(^•. TC LL 30,0 PSF (RTE ( r-3 L7 11119 a(SICN(«t Ir1Y 1'OiElrlE to 1111111 INi IwP;S IN Ct**IllfVWL LI1111r NIIIIIY 11141I RECEMNBNEIUNS-.IPII. 9.E J tIFlC;• (__j C_3 111111 Ill. "pllklll CIINIRBI IrMrr.1 K IPI. Ir PINE CUI««:Cll«UI lolls I*SIGII to" 1111111111Nr wiclll :� =. TC DL 7.O PSF ORVG I«Ir fl.««11CIU* INUIT ?I► CJ:U IANN11N11111 Sit11.Wits!; IN NO 111011ANG NEtviIN.1YNIS. IYr15SWill II111:iE ` • NU '�pJ9 �I� nI 10,0 PSF HC-ENG 1._1 LPIN (--/ UIlr YY 1'd SWAN, y1t INC NLWINI1ILNiS Ix 16111 IPI'IG t:YIYA' 11. 'A11AIN, Itx'C11111N 5111111. IN:11111(1«I LY IINICIU IrMli CIAIlCIIMS IU WAIN I(r.IS 111 flMal .IU TNI IWl 1111.1111: kS 111111 1'Nlr'LN_Y NIIIM:I110 IiYYiMNI SI1111111N:, •� u!1E`kF 47 O PSF 0/R LEN. 6 TRUSS 511111.IM WIINi.VII►IIIS TWE 111111 tRJl.r!.S 1111IN111::L :#11111. 111111(1 11111111111 NIG 10 If 11103 ON MCING 9 'Q 1 t,1 t-1 IkSIGN SINN11ttK C(«1«IR VAIN IYPIIf.IYr.E PIIINIS1DNs IIF Its SY'fCIfItO D1 IICSICN. ooNO( USE 11(15 SSfC�'�;ORIO.;fit;: �1R•FFu:. 1,33 PITCH 8.0/12 .NDS fM0•111 1K . DESIGN NOON FIRE REIFMOIWI MOOED EUUREM. '•y��4E0'LK�°�t ' r-, E=3 O o I__3d .•-111 - INFS P►RIE 1115111101E NIS -NRTIOWIL DESIGN SPECIFICATION FOR VOW CONSIKCII 't"a•ttt••t•�.'• SPRING 24.0 TYPE JOB# RA S1-18 GD-1 '• TOP CHORD 2X4 SO. PINE •2 KD 15X TC X-LOC L-Rt 8.29 3.83 7.88 8.33 9.67 12.84 16.37 BOL CHOU 2X6 SO. PINE r2 KD 15X WEBS 2X4 SO. PINE •3 19X SC X-LOC L-R: 8.29 3.83 7.88 8.33 9.67 12.84 16.37 ` NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN 2 COMPLETE TRUSSES REQUIRED THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. FASTEN TOGETHER WITH t 160 NAILS ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP CH ------------------ 16' O.C. TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. WEBS ------------------ 4" O.C. STAGGERED SEE DRAWING 138 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS." BOT CH ------------------ 5' O.C. NOTEt ( I ) 1/2' DIA. THRU BOLT MAY BE SUBSTITUTED SINGLE CUT WEB I-BCt5 12 ENDS11 .3.7.9 FOR (2)-16D NAILS IN BOTTOM CHORD ONLY. PLATE MONITOR USED. THIS HIP GIRDER DESIGNED TO CARRY 26' 8' HIPSET WITH 01 HIP AT 7. 8' SETBACK FRAMING TO BOTTOM CHORD FROM ONE-SIDE. AND 2. 8' SPAN FROM OPPOSITE SIDE FRAMING TO TC/BC.SPLIT. PRELIMINARY DRAWING 6X4 3X6 4X7 4X7 3X6 0.00 8.00 3X5 3X5 X5 2X6 6X6 6X4 2X6 3xil 6X4 Q-4-0 Q-4-0 IG-0-0 OVER 2 SUPPORTS R-361191 Y- 3.50" R-53L'6n 1f- 3.50- PLATE TYPE--ALPINE SEON--137427 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Rry 1�.I.s sllrl -o.�sln )1 P114 ENGINILKI) 11HU"lS, IM:. INl1SSkS RkW TNI UlINIIE UWE DESIGN CRIT REF d I MPORTRN T gal NDI OE NE9PONSIOLE FOR RNY WARNING IN 1R91IllIN:, ERECTION IrR) •""" 0 o c cv r� RrnNT1uN FRun HESE srkclFlcnllDNs T1f1 INY DLVIRttUN FNUrt ORPGING.s1E 6YI-f6 ,10MILiNG YtICO rNussEsi '`�V' �: (;•• TC LL 30,0 PSF DATE r� 1.] r-+ r-• IVIS OLSICN I*RNf FRILUIIE IU OUILU TIE TI"S IN C01E01IMME COINV.NIRRI FIND RECUVENOR11UN5-.IPI). SIE • �'�S 1FIC�•,•�•.:- r_• 1.� c� V1111 11C UftI1f CONTROL 11"MIC OY IPI. IVPINE C1NNECIINS THIS RESIGN FOR IUI/fljowiL srtCtrc Pitni- TC DL 7.0 PSF DRVG c.l L'.1 t_1 t V 101[ 11IRR11C1U1EU FNM YO IIrIGE G11LrRN1(I11 STEEL UILESS NEWT 11NIN 1NG NEIRIIIEUI'N1S. UEISi DrIEN9iSE Uo 3Co59 1 ' LPIN 1-I NIIERVISE SION. MEETING REDARk11ENIS Of I41R IW46 CR1Y.E R. SIgVN, TOP OGRO gaL OE LRIENTI.I.r OR100 ' 11- 01 10.0 PSF 11C-ENG pp --, [_I IV'PLT CONNECIONS 10 MIN MUS AT URCN JOINT IW)LUCRIE Ki 91111 PROrEN.r RTUICIEO PLYIIWU SIERIIIIM3, �A E��'F ((�� 1 (�• y7,p PSF 0/A LEN. 16-U-0 TRUSS SIRNN. MIMING VIOlI1S I91E 4-NOIINI'L UNLE•-S IIIIEkVISL STOW. 001101 EIIONU v1IN RIi10 EEILiNI:OR NRIV TNG ? ? [_I '-] IESIGN SUMAM)S CIMIYIR VIIH IPPLICMMILE PNWISIONS IIF WS SPECIflio ON DESIGN. 00 Not USE UTI'. �CtOR10,.•'tt.,: t_I _� E-- -' .NUS IIID.irE IPCI). DEStW Y11H FIRE KIFV110WT TIIERIto LUNIM. •T (q- ' .11 1L1t_(AC. 1 .33 PITCH g.p/ �' ``' o o C= `� .--IPE - Miss►ERIE INSTIIIITE NILS -NITIONAL DESIGN SPECIFICRTIUN FON 900 CONSIRUCIIIN '"•••••••••''' SPACING 24.0" TYPE JOBT RA 51-18 GD-2 FWEBS D 2X4 SO. PINE #1 DKD 15%. EXCEPT AS SHOWN TC X-LOC L-Rr 8.29 7.88 18.82 15.37 19.83 22.69 26.71 - 2X6 SO. PINE ♦1 OKO 15%. EXCEPT AS SHOWN 2X4 SO. PINE #3 19%. EXCEPT AS SHOWN BC X-LOC L-RT 8.29 7.88 18.87 12.57 15.52 19.83 22.6926.71 SO. PINE #2 KD 15% rr81-2X6 SO. PINE 12 KD 15% SO. PINE .2 KO 15X r 2 COMPLETE TRUSSES REOUIRED -- NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR 1N FASTEN TOGETHER WITH I 16D NAILS THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. TOP CH ------------------ 16. O.C. WEBS ------------------ 4" O.C. STAGGERED ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND BOT CH ------------------ 5. O.C. TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. NOTE: (1) 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED SEE DRAWING 138 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.' FOR (2)-160 NAILS IN BOTTOM CHORD ONLY. SINGLE CUT WEB 8-2 ENDSr1.3.6.8.18 THIS HIP GIRDER DESIGNED TO CARRY 25. 8' HIPSET WITH it HIP AT 7. 8" SETBACK FRAMING TO BOTTOM CHORD FROM ONE SIDE. AND 2. 8" SPAN FROM OPPOSITE SIDE FRAMING TO TC/BC SPLIT. PRELIMINARY D"A�N 7X6 2X4 5X10 4X6 3X6 n 11.Do 3X6 � 3X5 11 °1 2XG 4X 12.00 S 6X4 12 GXG 6X4 1t �IT� L � 10X10 zxd5-4-8 -L!1-7-8 10-2-0 27-0-0 OVER 2 SUPPORTS R-611721 W- 3.50' R-9370N W- 3.50' PLATE TYPE--RLPINE SEON--137375 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR REV 13.1.5 SLAT - 0.12W t=' �' 1= �' c� um **I MPORTRNT** 9HLlENo1 11tL LRE�sTUpoN9ifYI LE•lFue Iw�rt IHNISSLS REO'JIRL RKI I IE (ANE DESIGN CRIT REF WARNING IN 1YMRILING, ENECIION RNo . E_,A O OEYIR11ON FNM THESE SPECIFICRIIONS 01 MY DEVIATION FNON MMING.SEE -DVI-NS-,11111RCINC VOW TRUSSES= ,•`�,�V=.�:�'• .., TC LL 30.0 PSF ORTE _Q�B�_ t_1 t-� nns aslcN Irl 1MIY IR111AE Io elntu►HE THass IN CO1s11RIrMYE aNMMNIRRr THU NEIxrMti/RYIT1IAs•.TPu. SEE J •'SIF1( ••�.:. , u 111111 il[ IMNMIn IONINHN MfNllll'OV IPI. wPINE C1NINLCIIINS nns UESILYI FOR RWIIIINIL SPECTFII PEW- TOM ERRR = l{`EVA 'Ir;.. TC OL 7.0 PSF ORVG 7 [.-1 TOE RINI NCII.RFO FN011 M GROGE GRLMIZE0 STEEL NI.E►S NENT BRACING W111111trIEN1S. DESS OTHERWISE = _lL� O0111VISI SHOW, MUMS RFIUINENFNIS OF MIA TAW GAME R. SHOWN, IRP CHNlO SHOLL RE INIEWILLY NRICFO t � 110.��p�9 111• (�) 10.0 PSF HC-ENG CA At -. IWK CIANEERMS 10 UOTN FF=GtS RI ERCN JOINT RNV LOCNIE F. VII" PROPERLY RT1RC11E0 FL0000 SHERINING, 51NYN.SINHIN:VIO116 IMIE.M•NUIINL UNLESS UINEHtVISE slum. YUIION CFYNIO VIIN RIGID CLIIAN'.OR SAILING = .n �113� ' ttotJ I). V.0 PSF 0/R LEN. 27-0-0 C.J 1NSIGN SnNAn1A CQRIIRN 111111 WKIEWC Pwx ISISNS OF RS SPECIF ILO ON DESIGN. 0O NO[ LASE MISci � .....R... 11+.1 11C. 1.33 t_ ' Wil.lrt IPCTI. DESIGN 11 IN FIRE IIEIRIIaMIT 1rER1ED IINISEH. :R pG�,.• 1 -•-TPI - IRUSS PLRIE INSTITUTE NOS -NRIIONRL DESIGN SPECIFICATION FOR N10O CONSIMEIION ��-'�ONi.i1'� SPACING 24.00 TYPE W, r 1 JTK CONSTRUCTION PLAN 2388 SQ. FT . FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program .- Residential Point System Method Version 3 . 0 September , 1989 Department Of Community Affairs Printout generated by EPI89C and submitted in lieu of Form 900-A-89 THIS COMPLIANCE FORM IS VALID IF SUBMITTED BEFORE JANUARY '1 , 1990 ---------------------------------------------------------------- PROJECT NAME : PERMITTING OFFICE: AND ADDRESS : �T (6 S�Lvf� iV4/l uIvIr Z. i ------------------------------------- CLIMATE SONE: 1 2 3 ______________ BUILDER : �� ' 2,�5-5'S�� I PERMIT NO . : OWNER: JURISDICTION NO. : ------------ COMPONENT : DIMENSION : VALUE : RATING : VALUE : OFFICIAL CHECKLIST STRUCTURE TYPE: Single--Family -------- -------- PREDOMINANT EVE OVERHANG Length : 2 . 00 -------- _-_____- PORCH OVERHANG Length: 8 . 00 --------- -------- WINDOWS Double Clear Total Area 423 . 00 All Vertical Glass Total Area 423 . 00 A'II Skylight Glass Total Area . 00 -------- ------- WALLS E-"xt. Wood Frame Area - 1770 . 00 R--Val : 11 . 00 Ad,j Wood Frame Area : 241 . 00 R-Val : '11 . 00 _________ -------- DOORS Ext Wood Area : 42 . 00 Ad,j Wood Area : '19 . 00 _-..__--__ -------- CEILINGS FLAT Under Attic Area : 2394 . 90 R--Val : 30 . 00 FLAT" Under Attic Area : 252 . 50 R---Val : 19 . 00 FLOORS Slab-on-Grade Perimeter : 261 . 00 R-Val : . 00 DUCTS Unconditioned Space Length ALL R-Val : 5 . 00 -------- -------- COOLING Central A/C SEER: 9 . 00 HEATING Heat Pump COP: 3 . 04 HOT WATER Electric EF: . 90 Bedrooms : 4 . 00 INFILTRATION . _w_.�.-__ ________ Conditioned Floor Area : 2388 . 00 Pract : 2 . 00 AS BUILT" POINTS / BASE POINTS * 100 EPI 46 , 515 . 36 46 , 927 . 36 99 . 12 GLASS 'TO FLOOR AREA RATIO . 1771 ** PRESCRIPTIVE MEASURES (Must be met or exeeded by all residences) ** COMPONENTS SECTION REQUIREMENTS WINDOWS 904 . 1 Maximum of 0 . 5 CFM per linear foot of operable sash crack . -------------------------- EXTERIOR & 904 . 1 Maximum of 0 . 5 CFM per sq . ft . of door area . Includes ADJACENT DOORS sliding glass doors , solid core, wood panel , insulated , or glass doors only. ---------------------------- EXTERIOR JOINTS 904 . 1 To be caulked , gasketed , weather stripped or other-- & CRACKS wise sealed . WATER HEATERS 904 . 2 Must bear label indicating compliance w/ASHRAE stand- ard 90 or comply with efficiency and standby loss re- quirements . Switch or clearly marked circuit breaker (electric) , or cut-off (gas) must be provided . An external or built in heat trap must be provided . -------------------- SWIMMING FOOLS 904 . :3 Spas and heated pools must have covers (except solar & SFAS heated) . Non-commercial pools must have a pump timer . Gas spa & pool heaters must have minimum thermal efficiency of 75 ------------------------------------------------------------------------------- RIOT WATER 904 .4 Insulation is required only for recirculating systems PIPES In such cases , piping heat loss shall be limited to 17 . 5 BTU/H/Linear Ft . of pipe . ------------------------------ SHOWER HEADS 904 . 5 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. HVAC DUCT 903 . 2 Constructed in accordance with industry standards & CONSTRUCTION 904 . 6 local mechanical codes . Ducts in unconditioned space must be insulated to minimum R--4 . 2 & joints must be sealed . HVAC CONTROLS 904 . 7 Separate readily accessible manual or automatic thermostat for each system. ------------------- INSULATION 904 . 9 Ceilings minimum R-19 . Common Walls -- Frame R--11 or CESS R-3 . Frame Common Ceilings & Moors R-1 1 . SUMMER CALCULATIONS _-- BASE =__ _._� AS--BUILT" GLASS_-------____.____,_._.... ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS N 1 '72 . 00 36 . 3 6587 . 6 � [DBL CLf� s��___�EV�'�154 .�0„��38 .�5~��.-69 Y�4069 . £3 DBL CLR N 18 . 0 33 . 3 . 84 581 .4 E 131 . 00 79 . 7 10440 . 7 DBL CLR E 98 . 0 '79 . 7 . 85 661 :3 . 0 DBL CLR E 18 . 0 79 . 7 . 82 '1176 .4 DBL CLR E 15 . 0 79 . 7 . 65 '771 . 6 S 54 . 00 66 . 2 3574 . 8 DBL CLR S 54 . 0 66 . 2 . 71 2538 . 1 W 66 . 00 79 . 7 5260 . 2 DBL CLR W 54 . 0 '79 . 17 . 82 3529 . 1 DBL CLR W 12 . 0 79 . 7 . 72 685 . 1 . 15 x GOND . FLOOR / TOTAL GLASS W ADJ . x GLASS - ADJ GLASS GLASS AREA AREA FACTOR POINT'S POINT'S POINTS . 15 2 , 383 . 00 423 . 00 . 847 25 , 863 . 30 21 , 901 . 26 19 , 964 .41 NON (SLABS_._._.__...._._..___._. I ....___._..__._._........__........._...._____ AREA x BSPM POINTS TYPE R--VALUE AREA x SPM = POINTS Ext 1 '770 . 0 . 9 1593 . 0 Ext Wood Frame 11 . 0 1770 . 0 1 . 70 3009 . 0 Adj 241 . 0 . 7 '168 . 7 Adj Woad Frame 11 . 0 241 . 0 . 70 168 . 7 Ext 42 . 0 6 . 1 256 . 2 Ext Wood 42 . 0 6 . 10 256 . 2 Adj 19 . 0 2 .4 45 . 6 i Adj Wand 19 . 0 2 .40 45 . 5 UA 2389 . 0 . 6 1433 .4 Under Attic 30 . 0 2394 . 9 . 60 1436 . 9 Under Attic '19 . 0 252 . 5 1 . 10 277 . 8 FLOURS------------------ sl b __-._.________.__._STb 261 . 0 -37 . 0 -9657 . 0 Slab-on-Grade . 0 261 . 0 -41 . 20 -.-10753 . 2 INFILTRATIUN�- --- 2388 . 0 8 . 0 19104 . 0 y Practice ##2 2383 . 0 8 . 00 19104 . 0 'T'OTAL SUMMER POINTS 34 , 845 . 16 33 , 509 .40 TOTAL. x SYSTEM - COOLING TOTAL x CAP x EDUCT- x SYSTEM x CREDIT w COOLING SUM PTS MULT POINTS ` COMPON RATIO MULT MULT MULT" POINTS 34 , 845 . 16 .46 '16 , 028 . 77 j 33 , 509 .40 1 . 00 1 . 120 . 380 1 . 000 14 , 261 . 60 PERMItTING OFFIM 138E ONLY stoke Rejistrat.lon* Corporate Qualifier# State Cerdfk*to# Cky/County License or Competency FLORIDA DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY WORKERS' COMPENSATION AFFIDAVIT CONTRACTOR, SUBCONTRACTOR -CERTIFICATION OF NO EMPLOYEES PERMITTING OFFICE: ,o (City or Coun (Add� , r~e�ss) (Name dt Applicant) (Name of Business) (Street Address) #pity) (Rip) hereby certify or affirm that the entity named herein has no employeesior uses any subcontractors) withmployees and will have no employees or subcontractor(s) with employees during the period _YL L . It -A-$ r further certify that, if during the period covered by this affidavit the entity named herein becomes an employer or uses subcontractors) with employees, Certificate(s) of Insurance will�be provided to the permitting office named her r J Signed 0 -�-�` ( Print/Type Name Title Any employer required to secure the payment of compensation under this chapter who fails to secure such compensation shall be guilty of a misdemeanor and, upon conviction thereof, shall be punished by a fine of not more than five hundred dollars, and/or by imprisonment for not more than sixty days. Such employer may be enjoined from employing individuals and from conducting business until such payment for compensation has been secured; provided, however,that the employer, upon written notice from the Division of Workers'Compensation, shall have seventy-two(72)hours to secure such compen- sation prior to the filing of the complaint by the Division of Workers' Compensation. This section shalt not affect any other liability of the employer under this Chapter. (Section 440.43,Florida Statutes) Sworn to And subscribed before me this day of . Department Witness or Notary Public (Signature MAN.011E01NAL TO: Bureau of Compfku",2728 Contervkiw Dcfw, Tatfaha~,Florida 32399-0661 i LO Form SCM 44(12M) asao CITY OF ATLANTIC BEACH, FLORIDA Approwd by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: /Z 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'4�4- - 'E:4 701- 000 ELECTRICAL FIRM: MASTER ELECT IAN SIGNATURE �JJOURNEYMAN NAME _ADDRESS: 0�9 U 4 RFD BOX Z/� BLDG-SIZE BETWEEN: RES.1/r APT. ( ) COMM. ( 1 PUBLIC( 1 INDUS. 1 1 NEWS--1"- OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP.a SIGNS ( ) SQ. FT. SERVICE: NEW(-I' INCREASE 1 ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ( 1 ALUM. SWITCH OR BREAKER AMPS ! PH 3W OLT ACEWAY EXIST.SERV.SIZE AZAR- AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES i I I BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING 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.