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143 S Oceanwalk Dr (vault) - Permits ADDRESS 11-13 BUILDING PlrRMI'I' I NSPECTI ONS FOOTING SLAB____._ FRAMING _...... _X7 / _-._._`�_ COVER UP____._�_`_/ __ _?.______ INSUL.ATION__-__„/_- FINAL BUILDING_ CERTIFICATE OCC ELECTRICAL PERMIT �'_________--__--_ INSPECTIONS ROUGH____ -- --__ __ ✓� �_ ___ FINAL___ � _ -9 --------- MECHANICAL PERMIT #__;S �_CY S'__--`- PLUMBING PERMIT # 4' 'E' -----__.--__------------__-__ NOTES: CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD 3 ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025592 Date 2/26/03 Property Address . . . . . . 143 S OCEANWALK DR Tenant nbr, name . . . . . . REPLACE EXISTING HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ GILMORE, JAMES OCEAN STATE HEAT & AIR 143 OCEANWALK DR. S . 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ------- --------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 87 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 87 . 00 87 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHIF.,14 ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 73 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ARAMTIC 11£ACN.pant 3111177 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT--Applicant to complete all items in sections I, II, I11, and IV. ff- LOCATION SMat Address- OF lshraeetinq Streets: letweee And Me BUILDING seL•dividen 11. IDENTIFICATION—To be completed by all applicants. In considerefios of pe—if given for doing the w*rk at described in the above:talemsef"bereoy agree to perform said work in aaardanca with the •ttaciVd plans and Ipecificatiens which ere a put here*(and in accordance with the Clty of Jacksonviite ordinances end ttanciams of good.prectice listeo r4uein. Name of Meehasieal i Cent...for% Gnhedar(►riot( Mal or geNere e/Owner Signature of a AWhahed Agent I Arteitect ar iinginear 1l1. lwiEt'tHlAL it �A, Type seting fveil - 8• 15 OTNER CONSTRUCTION BEING CON£ON O O THIS 3UILCING OR SITEt i ❑ a�-u L VatvnI G fn{UVr-11 IF YES, CIVE NUMBER GP CONSTRUC,ION ❑ 00 _ °r PERMIT , ❑ Other—Saefy - IV• )A0CMANN.AL EQUIPMO(T To ll INSTALLED HATUAE OF WORK (Provide cemp(eh list of Components on beek offtthio f"i Residential or t: Commeremi Hut ❑ space ❑ Reesesew pr\ Gntni a %W C New Building Existing Mr CossdrNeeasg: ❑ Rosrn �Getrel Reply ce Building of Oect Srrism: Met•-;el TbWs•s�� Replacement of existing system Muimern apathy ❑ New Installation(No system previously Installed) C Extension or add-on to existing system ❑ ReirlgeleHss . ❑ Other—Specify Q Ceeilaq tarty:Gpsdly 9 P+e Qan tprinkiwu Nussksa vi heoel- ❑ Ekswat- ❑ Msnllft ❑ Eauletar (^s1eb.►1 THIS SPACi POR ON40 UN ONLY ❑.geaeiiM pVlnlr 1nYmbeN'� 1�d, . ❑.T�eia_ (atsba) R•maria ❑ IK anhfpl\ (nVmkNr) ❑ liafi/ed pfweera MMM Penr+ik Apprevad ❑ lettere Q ot%w—'apedfy Permit Fee— LIST ee LIST ALL$QUIPMENT ALK CONDITIONING AND REFRIGERATIOt/ EQUIPMENT ( ��sof 'Ib1 pae! 1 Ntanber T alu ta Dmiprion Yodel NUmber Xanufasswi er ( ) HEATING •FURNACES. BOILERS.FIBF.PLACES Capeett7 Aapeve�ti NitmWrIIatta DeeorlpfSm YodatNlaaber Xaa»lactursr i ? •1i�ma7 LA I TANXS NOW X"T X*110]aa1 Capeolty Type Llgtdd Xattie o,t Serial ApproriAg Ow Dltaamaaa Contacted malmtaottaw No. AAp�acy ' CITY OF ATLANTIC BEACH r� 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001290 Date 9/15/09 Property Address . . . . . . 143 S OCEANWALK DR Application type description MECHANICAL HVAC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 cu 1 ahu ---------------------------------------------------------------------------- Owner Contractor ----------� 7---------- ------------------------ • OCEAN STATE HEAT & AIR, INC. 1476 ATLANTIC BLVD. NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Permit Fee . . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/14/10 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 71 . 00 71. 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH Gi 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247-5826•FAX NO.:(904)247-5845 ii BUILDING-DEPT@COAB.US DUVAL COUNTY f ~' MECHANICAL PERMIT APPLICATION THIS A SUB PERMIT: 3,DATE:-' 1,i ADDRESS: ,>IS NO ❑YES PERMIT# /UI `PR4)FERxY 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE. 4.NAME. G MECHANICAL-CONTRACTOR: ` B ADDRESS.: e t 7.NAME �O,F"COMPANY ` 1 /'(76 /[/ • 814"'l _7V 1 .FAX NO. 9.STATE OF FL RIDA LICENSE NO: 10.CELL PHONE: C 3 I 0 14 7 O 12.EMAIL ADDRESS: 13.OFFICE PHONE e�Y4-2zJ—1 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes nulland void if work is not commenced within six (6) months,or if construction or work is suspended or abandoned for a period of six My Ime a er r Is d• CONTRACTORS SIGNAT E: 16.CI:AS$OF WORK.• 16.BtI1LDING: 1 ER4/14S£ , ., ($;-CUR[tENT CQd r - NEW INSTALLATION ❑NEW R EN L ❑'06 FLORIDA BUILDING CODE- )rREPLACEMENT OF EXISTING SYSTEM XISTING EI COMMER MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑OTHER ❑REPAIR :MECHANICAL EQUIPMENT TQ�B£INSTALLED: 19.HEAT: ❑ SPACE ❑ RECESSED ItCENTRAL [IFLOOR BURNERS. 20.AIR CONDITIONING: ❑ ROOM ,PQ CENTRAL THICKNESS: MAX CAPACITY: cfm 21.DUCT SYSTEM: MATERIAL: 22. REFRIGERATION: MAX CAPACITY: cfm 23.COOLING TOWER: CAPACITY: 9Pm 24.FIRE SPRINKLER: NUMBER OF HEADS: 25.LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27. FIREPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: ❑ PUMP ❑WELL ❑ PIPING 29.GAS PIPING: #OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC VALUE FOR OTHER ITEMS' - •, k 777777 - 31,�4QOUNQ:E UIPMBNT7 AIR NQ TIONI. E3EFRIQ RAT-L E IPM NT CCJNDENS R ET APPROVING y. NUMBER OF UNITS DESCRIPTION MODEL# MANUFACTURER TONS AGENCY i4 N CM-1kit-1- 2—To., �C Co SO 77 32.HEATING EQUIP,MENT:1 lJttL'A E B L •. SIR EB'3R ANDL.ER -ETC: APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER BTU AGENCY -m c.- a ILc-, 1/. SO 7S "43'.'TANKS. NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY BLDG04 Permit Applicaton Mech:REVISED:12/18/2008 09/15/2009 08:07 FAX 9042498949 OCEAN_STATE-A/C + ATLANTIU-tttnt;n WJVV � • 1 r CITY OF ATLANTIC BEACH 09- 1 �- M SEMINOLE ROAD,ATLANY C aWH.FL 92274 t M OFFICE:(e04)247.5M•FAX NO.:IIXW)747.6t46 ti 9UILOINO-0EP7000Aav6 MECHANICAL PERMIT APPLICATION DUVAL COUNTY NO OYES PERMITfi ,.P 7, �,,+7 4.NAME• rr S'AODRESS IF OIFERSNT FROM JOa AOORSSa' + PHONE. .e •�•ti:' :ni.'. "a..i,w' x, �t[a�.,y,..,y...,� -v.Y✓, ty�.•M„�•:�. '�+ :ii' "+s`�r`.A!M, .,.+Cn�' T.NAME-OF COMPANY• f �'T APf7b 'Ala &..A fz ,LZA � 0,STATE of FL OA LICOM NC' 10.CELL PHOW, ±1,CACZ If 4 310 ZYf--8"T 12.EMAIL ADDRESS; 13.OFFICE PHONE. e,Y�-$zr� Application is hweby made to obuin a pwn*to do the wont and AwUatlons as Indicated. 1 caftify!hila all work vol be performed to meet the slarldwds of all bm replating constrtictian in this jurisdiction. This pam tt bec:ornm n void II work is not aaww cW Will"six(4) M"s,or if eonstniegon or work Is suspended or abandoned for a period of sbc CONTRACTORS 31OW O NEIN INSTALLATION O NEW L (3'06 FLORIDA BUILDING CODE- f rREPLACEMENT OF EXISTING SYSTEM 'DUSTING tf�"13 ECHANICAL O ALTERATION I ADDITION TO EXIST SYSTEM O REPAIR OTHER ,.ly f�i•a iMY'.Mi+l� ' ''1 i,�:�i L,M i�� ,l :1..'• w� �(<Z, ,Si M, .'�i � ,.�a,. 1111.HEAT: O SPACE O RECESSED j9CENTRAL 0 FLOOR BURNERS: 20.AIR CONDITIONING: O ROOM &dtINTFUL 21.DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: ch 22.REFRIGERATION: MAX CAPACITY: CIM 23.COOLING TOWER: CAPACITY: ppm 24.FIRE SPRINKLER: NUMBER OF MEADS: 2&LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: ffi.COKO ERC1AL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: ZS.IRRIGATION: O PUMP 13 WELL ❑PIPING 29_GAS PIPING: Is OF OUTLETS: O GAS AHU: 0 GAS WATER BEATER: 30.OTHER-SPECIFY: 30LAR►0A'11040, 9MEM.UWIRED FRE66URF,VESSEL,HEAT ExCHANOSR Ota aJ L ay #CTg ETC. VALUE FOR OTHER ITEMS; ,', < ;•'` t�`-f•a+^i-Yy�;, ;a f'�' A=,;,r. �V� i APP yr uryr.;`s r ,.�.+.- ++'°+�+ h113GELB MANUFACTURER TONS AQENCY L,go 711- ,h;a`'': '�';"`•,�i�t: r•i�hl :�'i�'aa�;`!�•• •A7:^^ ' �'",';'W:;✓N•C. I tq;id..:t• ��tt,n `,Mdt.n'l.it;,<p.} •..,t a{^' ap 5t+'aF'tY: `,T+•'ii`�' ' Iri 1: 'a"+ iJ, {` •a,r.,p��•�..: v .,}. .sal w a'"'!' ,• �'.t�'i Jr t/f+os f,.ry r v.v,: +.vx a•.a..: r.vvi rr.'a.. y nV�)+etr'. sY/Jti r. 'cr v /i�o Fri 7 Li c. +.�i�.1; J,d lu �1.,Y� �.v "i iQF' Iti„. f.l •.!;!' ,?;7�•R'.�' ,Ja .d."'' 'f; 'L711:. �"�' ` iw+sw*r i _ a... ae f`l'V IC'JCO L" LYeA� r.R eoww Y ..r,ty_.:r+ CITY OF ATLANTIC BEACH ` MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 22918 Address: 143 OCEANWALK DRIVE SOUTH Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: OCEANWALK Est. Value: - Parcel Number: . _ Improv. Cost: OWNER INFORMATION Date Issued: 10/25/2001 Name: GILMORE, JAMES Total Fees: 33.00 Address: 143 OCEANWALK DRIVE SOUTH Amount Paid: 33.00 ATLANTIC BEACH, FL 32233 Date Paid: 10/25/2001 � "xtla (000)000-0000 _Work D_esc: REPLACE AIR_ HAN �R ANp HEAT UMP -_ - - CONTRACTOR(S) - >� �� Y � ,� �. LI --------- -- CATION FEES OCEAN STATE HEAT&AIR 33.00 �yq 1.Mme,1 RI a e zs .. - g F14 _ "",": g�a�y�',"•i may, i _ ' P ! vn � � F'9-F3'xti� : "'fir-•. '> `�'r2FS` - er `_.. 4 „++`5 y a s , - � J..+kt-�` `'. 44 - .' NOTICE- iSPE£TIO ( I REt UEBl-ED AT LEAST 24 HOURS P T&IN ECTION BUILDING MATERIAL, RUBBISH DEBRIS FROM THIS WORK MUST NOT _ 'LACED 1N UBLIC SPACE, AND MUST BE CLEARED UPY. D HAULLED AY BY Eff.-HeR-CONTRACTCIR O — - _— -- 'F.Y 7. . .. "FAILURE TO COMPLY WITH T fiiT,,l � . Ft1LT IN THE PROPERTY OWNER PAYIt "tVCC) 114P z I ISSUED ACCORDING TO APPROVED PLaHIARP `F RMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS : I� I t I 10/PSJA1 it R�ceip�te 9 ATLANTIC BEACH BUILDING DEPT. Dsh:$ Z 3 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH AnAWTIc■ut9t,FLORIDA 0123) APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT—Applicant to complete all items in sections 1, II, III, and IV. LOCATION Street Addratij 4 `e. ' ' A! AC.I4/� ^ OF Intersecting Streets: Between 5C'MhA d:Le t(bE'4CM1 Rt, And BUILDING Sub-dhIt;on 11. IDENTIFICATION —To be completed by all applicants. In consideration of permit given for doing the work as described T the above statement we hereby agree to perform said work in&cc- ,is e with the attactpd plans end specifications which are a pert hereof and in accordance with the City of Jacksonville ordinances and standerds of good.prectice listed therein. Name of Mleal Contractors Cenkaafer(Print( (' �.J 5T — , .f A ! Mat or CA 1 O Name of i Property Owner Signetrr -- lure of I or orhad Aq•nt I Architect or Engina•r 1 L INFOR • Ty eating ivei: i e. IS OTHER CONSTRUCTION BEING DONE ON Electric �� THIS BUILDING OR SITE? .IVO ❑ bas— U Q Netwrel ❑ Control Utility j ❑ Cil 1 IF YES, GIVE NUMBER OF CONSTRUCTION PERMIT f� Q Other —Specify / IV. #si1111dlAN14CAL GQUIPMWT TO iE INSTALLED i NATURE OF WORK (Provide complete Ilsf of components on beck of this foto+) 1 Residenliat or Commercial Meat0 Space ❑ Recessed X Control a floor V New Building Nr CossdrfVeaing: Q Room JI Central Existing Building ❑ Desx System: Material Thick".. Replacement of existing system Maximum capacity �� i v New Installation(No system previously InstalleM ❑ Extension or acid-on to existing system Refrigeration ❑ Other—Specify Q coaling Iver. Capacity 94LM ❑ Are sprinklers: Number of head• ❑ Hevatw ❑ Monllft Q Escalator—[Ausetbassi) THIS SPACE POR OFFICE USE ONL7 ❑.Gasoline owesg+e (nwmber) (Raeefved) ❑ Tani` (number) I Remaris �.✓ ❑ LPG contelr•• (nwmber) ❑ Unlined prers•ra vesser ❑ "for, Permit Approved by D•a. ❑ CMur—'Specify Permit Fee LIST ALL EQUIPMENT ADR CONDITIONING AND REFRIGERATION EQUIPMENT Capes lty App�Lt� Number Vnfta Daeoriptioa YoGi Number Xaautaaturer ( ) ♦inooy e •s HEATING • FURNACES, BOILERS; FIREPLACES Numb"Unita beaorfptim Xodal Number Manutaariirter (BTU) AS—" T ]Sow M-7 Ifaabmii CaD•db APQrOvt !ad E4m4oatons Contained ](uaafaoturw No. A�me� e o 5W 'tt � 'DEPARTMENT QF BUILDING CITY OF ATLANTIC BEACH . m _- ---__ LOCATION INFORMATION PERIiIT INFORMATION Ni" Numb Addroset 143OCEANWALK DRIVE S-OUr ._ . . er,*it Type: , MECHANICAL ATLANTIC BEACH, FLORIDA =32233 C c� '>Work; NEW ----------- LESAL DESCRIPTION ION n rtr« Ty : WOOD FRAME Lott Blac�C s' S+�ct an oppsed Use z SIRC1LE F'ABILI T n>E i P t RNC3 s 04 ; r3L ng Cedes 0 Subdi vision t OMANWALK V, i*at.ed Value. i3tl00 T*prov: Conti a�0.00 y Total Fe��t s�t9? d0 A u 087.00 f,. Dot 51 9/92 66 TRAL }TEAT AND AIR IN NEW RESIDENCE � work ATIt3N APPLICATION FEES �. ,s wc:we f „4;:R ria t N; THE ��a �� P `MIT $87.0 A d WALK, DRIVE SOUTH 1A7"E NPACT FEE ~ SowO> P Ph I FLORLDE FEE EO HE 8° 'r RADON GAS—H. R. '. e0 # _.. w Cl µ FORMATI�N -- RADON GAS � 5% $0.0� l�I ee s Ai�Y AI Ir3NT?I 'I NG , .._ MATER UP St3.I 'MER ER� AP�- �qn. ., S0, 001 JACK LLE,. FLORIDA 32247 � tOI�AULIC SHADE SC.OO L E 1°F Typo 1 3 RE'- NOECT FEE , ,.EO. F SEC, FI IMPACT F' µ y PIt7�ES. n- k NOTICE -ALL COXCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING r F' PERMIT VOID SIX MONTHS AFTER QATE OF ISSUE UILOING MATERIAL,RUBBISH AND DEBRIS FROM.THIS WORK MAST NOT BE PLACED IN PUBLIC SPACE,ANQ MOST BE 0'EARED UP ANCA HAULED AWAY By EITHER CONTRACTOR OR OWNER d` Fitt FAtLURETO COMPLY WITH THE MECHANICS' LIENLAW CAN RESU ^ 'hI PR+ P 1 T 1 1ER'RAYING TW I E F�3R 8UILDI I&O. VS: SUED ACCORDING TO.APPROVEQ PLANS WHICH ARE PART OF THIS PERMIT AND T TO REV FOR, OLAfION OF-APPLICABLE PROVISIONS OF LAW. L11{I' ^ Alt,,LANTIC BEACH BUILDING DEPARTMENT Y� _r. CITYOF 4&4"4'C /311344A-#;&U*4& Office of Building Official REQUEST FOR INSPECTION � ��— /J� Permit No. Date -7- �` `iZ-- Time r J A.M. Received DI ct No, �3 Job Addr bs Locality Owner's Contractor Name —r BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made M• `� Final Inspection❑ Inspector Certificate of Occupancy ��j L,47-1 G ,(/ Date CITY OF tq&4494'C Office of Building Official REQUEST FOR INSPECTION /(� Date 2` Permit No. Time /f A.M. Received / t P.M. District No. Job Add ess Locality Owner's Name Contractor BUILDING �CO�M�L-_R�ETE��, ELECTRICAL PLUMBING MECHANICAL Framing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon, ues. Wed Thurs. Friday ° P.M. 2- inspection Made r A M.' Inspector Final Inspection❑ Certificate of Occupancy Date CITY Oaf F 3W // 9 AM � is, Office of Building Official v REQUEST FOR INSPECTION _ :+`Date <.J / 4✓ Permit No. � Time ^A.M: Received rict Na. Job Addr ss Locality y Owner's Name BUILDING CONCRETE ELECT MECHANICAL Framing ❑ Footing ❑ Rough Wirin .ugh ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole Top Out - ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed.G, Thurs. Friday P.M. M Inspection Made l / A. _ Inspector '`�^^ + r FinallnspectioX Certificate of Occupancy Date CITY OF Qu n4c BeW144-/n" f Office of Building Official REQUEST FOR INSPECTION01 0 Date c� Permit No. Time A.M. Received 0 P.M. District o. Jobddr s Locality r Owner's ' Name �` Contractor 2) BUILDING CONCRETE ELECTRICAL r MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ ough / Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ ❑ Heating Lintel ❑ (J//64 Fire Place ❑ Pre Fab Y R INSPECTION A.M. Mon. Tues. ed. Thurs. Friday P.M. Inspection Mad — P.M. Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF- Office of Building Official REQUEST FOR INSPECTION Date /` �y Permit No.Time / z Received < District No Job Address local, zt�Owner'sName ContractorBUILDING ELECTRICAL PLUMBING MECHANICAL Framing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab 11 Temp Pole ❑ Top Out ❑ Heating Lintel Cl Fire Piave ❑ Pre Fab READY FOR INSPE A.M. Mon. Tues. Wed. 7hurs. Friday P.M. Inspection Made Inspector Final Inspection C1 Certificate of Occupancy Date } y Wrttf trate of Orrupaury CITY OF Al*s& &4A- t�4 Orpartmrnt of VittlMng Jn$,prrtion This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of.issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. i 1 Use Classification 143 OCt'EiI:walk Drive South Bldg.Permit No,_ 331 Groupw fraMe T Construction 1�tZOrit.1C. EclC�i i r� ___L.__—Fire District C r4s ap &ati1e & Re c� ,sser nerof utlSingnaQ_Utll Building Address,14 3 Oceanwalk Dr. 8.1.ocality_.t`Sa$_Iai'tic Beach FL 32 )33 DON C. FORD Building Official - Date._---- - --�.- ..- .w_.�,,.i`a.,..`".+.......: 04M► IN A CON<MCUOUa PLACC 1 Ir MAP -SHOWING BOUNDARY 4 7-REE suR vE y OF LOT 8"l BL OCK A S SHOWN ON MA P OF A4eA,,1wAd.Ae uti/r O/vE AS RECORDED IN PLAT BOOK-4--t—PAGES /- /� OF THE PUBLIC RECORDS OF DUVAL CO. FLA. CERTIFIED TO G. /eAr,4a,,!-� 4 le--'Ale /. 60Ye-R - ,'eATNe AMEQ/cc� i T/rtee !;,,,y , a A< O,erW F�o�ivA A, LOT $2 •/240'6- D3%-R el'04—) LOT ! NZO'S3vq..� G �r Al5,0 // o[o.alo'lacru.+c) r' fNK ' Ngo- /A'-r.) A7) o. God- 99 •� P. •/O"O B a • ol P. � R •/1„ R 140 . 7� o. •b.. ! �e0 rz.o• .Z '2! � p conic. 'PA r,O .I 422 r<1 4 /s.a �s N�o • o Za"a 1 TONG. •. V. J J N M Z O Q l � / �► 2 5 To N PGA rER PANG T10 in N H •/°"P. C � 1A.Z i++ y Stoop i N f �O '>. • �� Gev, pp,2c.,+ ` �At \v ,.; �• N to /6-f' :. m S • G eW M °o G 7N � � • !r1' �/OF'• �✓G P of VN ,� �/ „ N n � \ d. 0 . r{ 0 a. • •2 • � v o R c � � v a • • 2' 2 D•X/o' !z D a J � Est 5EML�NT 10-0 o. •R \ 1992 N � BW g and Zoning aQ z3 N -4,¢c. 90. SS tg�11} .Vw,ee/� Q ��'c.s,� 90A y=,S,w tB.o)OEn/OTES G°GE✓ar,o./J .. FNR€hAAY'$LA0Lr!(IUNALEaSfMEN7SAND''LlA � (L RES TPI-MONS THAT ARE NOT SHOWN t'1W Tf41S SURVEY �4 Q NA7/MAY BF F00lVD IN rHE PUBLIC RECORD5OF r}//S COL/rrr �ES� �b''� BEARINGS BASED ON PLA T ,AS SHOW I HEREBY CERTIFY THAT TME a SMDMN HEREON IS IN THE SPECIAL FLOOD HAZARD YQ0 X AS SHOWN ON FL O D INS03ANCE RA TE MAP 12�/O FOR TME Cl TY OF A r"A/r/c igen. . FLORIDA, DA TED 4-17-g9 ALL AMERICAN SURVEYORS, INC. LAAO SURVEYORS - 4220 Ml700 ROAD - ✓ACKSONVILL& FLORIDA, 32257 - 904IZ66-4155 LEGEND I MEABY CERTIFY THAT ThE ABOVE LAMOS MEW SURVEYED GIMOER MY f#ESPAA(SIBLE SL4PE'RVISION Aho DIRECTIOW , THAT TME7r#E AAIE NO Cl COA/C. NON. ENCROA0#4ENTS EXCEPT AS SMONN AAO THAT TME moverY smw HEREON MEETS TME TECWICAL STAA04 IOtS SET FORTH BY 77+6 ALL IRON CDR, FLORIDA BOAFV Or LAAV SURVEYORS PG +QS!/ANT TO SECTIGW 472.027 AMERICAN (SET WITH CAP FLORIDA, STAMES &B 3057) JAWS D. /•4MrS4KP. P. L. S. MD. 2MS47 SURVEYOR , -X— E N Q IMW COR. SCALE CROSS CUT DATE AESYS STATE Ar IDA - f. e. 7/ ,. 2- s aqa--9 AV. 92- r4�5 CITY OF 4&4x4.0 /SeWA-0;&$d* 4 Office of Building Official / REQUEST FOR INSPECTION Date Permit No._ Time A.M. Received P.M. District No. l 13 �C 2 Qin GUGZ� Z,4-e-�.c/ S'. Job"dr ss Locality Owner's 1 Nam Contractor _ CONCRETE ELECTRICAL CRANK Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole D. Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab VAQY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday—P.M. L A.M. Inspection Made Inspector Final Finallnspec�fO- of t a Date \r CITY OF 4&4#t& BweA- & Office of Building Official REQUEST FOR INSPECTION �} Date w Permit No. ±; C7 A k--) Received �_ C Time ' District No. Job Addres Locality, A Owner's (��✓ —� Name Contractor BUILDING CONCRETE LEtC;<kL�, PLUMBING MECHANICAL Framing ❑ Footing E) �+ _ ❑" Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ �� +� Fire Place ❑ C_- Pre Fab READY FOR INSPECTION Mon. Tues. �j Wed. Thurs. nday km J 9t �/ A.M. Inspection Made C! P•M• Inspector « Finallnspecti-K Certificate of Occupancy Date CITY 4F 1*4*4444? Fead - �?e 800 W311NOLE MAI) ATLANTIC BEACH.FI.ORIM 32LW.4 S . TELEPHONE(90J)247-SM FAX(904)2-a SW aw NOTICE To: Water Department City/ of Atlantic Beach Date: --------------- Please ------------- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer required : Permit Number Address -------------- ------------------------------------------- -------------- ely. _. Don C. Ford Building Official DCF/pah cc: City Manager A OtIPARTMENT OF BUMOING CIT Y pig ATLANTIC AN1T1C BE, . IlkNFtJQN -� Yw,IATIINIFQRM1'T1pN fr t Nbm _ Address: 14!31 ' tCEAAL.K DRIVE SOUTH 4' malt Tyr''" ; ATLANTIC BEAtii'' : LEI tIt�A � , . -- "LZOA14 bk0 TCN tr .Tyt � E Lot i � ksection + pa od U, : s!AaLtll FAMILY " Tov phip s RNG s Ct 4frig s !. 1 C ardle►1 ty 5ubd visa axt <t: EANWA1: Ott 4479, 65, s 4 92 ZV 77 I:RRIQATION WETER RATClNt � APP ICATIQN FEE PE f I T Std.06, A4 , AL 001 YE" SOUTH *Q.I FEE IM,rFLORIDA *0' BN = x IAC A, T1�AT`E "TAP' 5334.B . Je . �� IFEEr TF.�.. :M__ C : ,. . Al VC P L, ESC., E IMPACT' F9, 0. . 'OWN t , k tk + NtY�iCE "J1�l.t.,CC�l11411�1TE t R�iM$fkND FOOTINGS MUST 1[NSiipgtT i�:B"EFQRt PiylJfliNG j �. " P RMIT V431C3-S1X MO NTHS AFTER L3ATE.CTf"jS%E` LI�:DlIVG.MATERI L RUBBISH AI 0 DEBRIS FROM THIS WORK MUST NOT,SE PLACED"lIV:�+UBL#C SPACE,AND MUST BE AULE03'AWANA,:»Y EITHEA CONTRACTOR 4R£}WIN€R+ f Alt, I+THS n�EcHAkt s w sup " "� ?' PE . #►��Y RAYtNTWICE 0 t . 1 � t"k �i10 � E ACCORD I TES A P tc r r, P.l`AN$ WHICH ARE PART 4F THI PERMIT 1�ELaDUS.IE+GT � T?l x T S N oFAP t AI I.E,'.PRi VII Ir�Ns of LAw. TOT` La�ITI = EACH Bt�L{ IN [ EPAArMEiVTt { =,=77 7 .._ TRANSMITTAL DOCUMENT FOR JEA DATE: "7 / S- c� The following permits have passed "rough" inspection: Permit No. Address 4, Enclosed are our (blue) copies of the permits. Please update your records accordingly. Tha 'yo ' BUILDING CLERK CITY OF ATLANTIC BEACH /vcb 5388 ilEPARTM6.10 f.,It IL01Ne 9 1 CITY OF ATLANTIC:BEACH -- FI IMF LOCATron -INFORMATION + r 3 t N laz: Addres si 41 C EAKWALE 091VE SbtjfHi FL'RRI 1�TL.s 1 Tlt BEAC R FLORIDA � + k LEGA I EBtC PTION aar. Ylle t WOODPRE'' Lot t Rsk t Sotiono . 1 r r1 "UMOU SINdi-t ,FANL Tow h1P g�Jr t lingst 1 C +d s O Su, bdiv3mir,n t 'OCKAXWAL X s . . ' 'Total , Wrz #; r El G IN NEW BI CiL. FA �+1C 4- .. �X - APPL.ICATI01�1, FEES --- ATTCIN - - ' IT r.4P,V011T . Agra . "° "f WALK TRIVB EQ TH WAS' 1117ACiT PRRi.lw V FRE fi RADOO .I ►E�H. R. 5 sl o' OC RAI3I�N to $0.00 Mstsas $ . P .tJlL81N IKATRR TAP BERET TAP $C?, C)t TAP - ' 32210 111RACFL� C: SHARE 0t3. CQ, l 'T`ypo t *L 11+15PC"' FEE '$' CC SEC. H X PACT FEE,! firm•1i��Si yt,. 1l Y i X z !1'aT1C$ AtwL.GGNJ6RI�'Tg Pt3ws AND Foottwas MUST$E#N$PtCt`Eb SEPI*R>*POURING, PERMIT v077 ib'SI C MONTHS AFTER PATE OF ISSUE =V 1l .iJiM MATERI . ; tlfB6{SM ANp 0E6AIS FROM THIS WORK MUST"NST BE PLACEp 11V PUBLIC SPADE,AND'MUST BE CI.I,AR R UP ANO ULPI i4WAY BY effH=F�CQN RAC14R t?R C)W t R. "' [ HE; ME.CHAN1CS°' Lott A s E 6 Ii :o6�I4,, # 1;0 A�CxRDt TO AF!P f 1�!~C3 PLANS WHICH ARE PAR`f OF THISPERMIT:ANIS SUBJ RIr1/OCATI � u AT14N C? ,'A $LE Pi t81�S:4?F AW. kI" 4,Tf I (CH i#�IEP�ARTME' E.1 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: _ �-~' ------------------ . PLUMBING CONTRACTOR_--_- - - ----------- LICENSE NUMBERS _ __ C _01919.4 OWNER ------------- -� --=--- ---- ---- -- -----4-os---------- BUILDING CONTRACTOR- _ --- - --- ----------------- TYPE OF BUILDING ---------- ----------------- ------/ ------- - ---------------- / SINKS __SHOWERS __LAVATORY WATER HEATERS ___BATH TUBS / DISHWASHERS -----Y__URINALS /--- DISPOSALS ------__CLOSETS _WASHING MACHINE FLOOR DRAINS _- OTHER _ Q___TOTAL FIXTURE COUNT - INSTALLATION OF PLUMBING AND FIXTURES -MUST BE 'IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE.;: BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH S ATLANTIC®EACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-INN-UMBER IMPORTANT Applicant to complete all items in sections I, II, III,` and IV. LOCATION Street Address: l U OF Intersecting Streets: Between s #1012 , And C / dU1WING Sub ivision It. 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 attackod plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of goocKpractice listed therein. N,rano of Mechanical * Contractor Cerakaetor (Print) AID , Master ('�Q��L Nperty Owner $illafure of Owner Signature of or=Amthori:Ied Agent Architect or Engineer Ill: i rte , CITY OF ATLANTIC BEACH, FLORIDA Approvwdby APPLICATION . FOR LLECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 Z IMPORTANT NOTICE: i 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 ATLANTIP,BEACH ORDINANCES. 1 i m © . � o. ELECTRICAL FIRM: MASTER ELECT, 191ANfiIGNATURE JOURNEYMAN NAME �, << , X'Q Th ADDRESS: I 61C-e� 4 "`� to'l S RFD —sox r BLDG.SIZE . y BETWEEN: RES.Cr APT.( 1 COMM.( 1 PUBLIC( 1 INDUS.1 1 NEW 1 ! OLD( ! REW.l ! ADDITION( ) TRAILER (/1 TEMP.( 1 SIGNS ( ) SO.FT. SERVICE: NEW INCREASE( 1 REPAIR( ! FEE CONDUCTOR SIZE AMPS -'of COPPER I I ALUM. G TCH OR BRIA ER PH W 2-30 V EXIST.SERV.SIZE AMPS `� PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALEDJ OPEN TOTAL ,r RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 51.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT 6 M.V. FU(Ep 0.100 AMM. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.,RATINO CONDITIONING COMP.MOTOR OTHER MOTORS AMPS EW HEAT: KW-HEAT I 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1ILP• VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER SOOi V. NO. KVA NO. I lKVA , NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED r— S _ TOTAL FEES C" r j CITY OF ATLANTIC BEACH, FLORIDA Appro% dby APPLICATION FOR ELECTRICAL PERMIT , TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 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 ATLANTIlb BEACH ORDINANCES. 1 ELECTRICAL FIRM: 45 -rPO l NAME 1� ADDRESS:- ' +0�," ► 'i �L RFD____.BOX BLDG.SIZE BETWEEN: RES.(v' APT.( 1 COMM.( 1 PU13LIIC( 1 INDUS.1 1 NEW 1 3 OLD( ► REW.( ) ADDITION ( ) TRAILER ( ) TEMP.(wJ SIGNS ( ) SO.FT. SERVICE: NEW ) INCREASE( ) REPAIR ( 1 FEE CONDUCTOR SIZE 0 AMPS COPPER ALUM. TCH OR BREAKER AMPS W VOLT I EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMq. SWITCHES INCANDESCENT FLUORESCENT 8 M.V. FIXED 0.100 AMPS. I ovso APPLIANC98 I I BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT f OVER MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS ,ter.... t.. �: t"`.E •. f TRANSFORMERS: UNDER GOO V. OVER 600 V. NO. KVA NO. I KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZESWITCH FLASHE EACH.SIGN FORWARDED $ TOTAL FEES C VOL328 RINANCIAILNINIWN;0-1&A�ftY OFFICIAL RECORDS notice of (ommeitcenmeut (PnerA11!IN ourLICATI[) To whom it may concern: The undersigned hereby Informs you that improvements will be made to certain real property, and In accordance with section 713.13 of the Florida Statutes, the following Information is stated in this NOTICE OF COMMENCEMENT. Description of property -_ Lot-No.-89,_ Unit One, Oceanwalk as recorded in Plat Book 42, Pages 1-1F of the Public Records of _____________ __ __________Duval__County Florida. ___ General description of improvements __ Construction of new single family residence. --------------_---- -------------------------------- ------------------------------------------------------------------------------------------------------------ owner -----Chr_] t4Rh�r-S t_Ks31<h�,_Rene'_J._Boyer------------ - Address __J43J_JRjxerga _Dr_iy-e,_-4airks4►1Y-i1 ei_F1,- 32223 ____________________ Owner's Interest in site of the improvement ------------------------------------------------------------- Fee Simple Title holder (if other than owner) -----------------------_______________________________________. Name ----------------------------------------------------..------------------------------------- Address ----------------------------------------------•-•---------••------------------------------------- Contractor --Q1dC1E.C------------------------------------- -•--------------------------------------------- - w •,•. cr Add&ss ---------------------------------------------------------------------------------------------------- tl» ty {if any) ------------------------------- -------------------------------------------------------------- Fe- _-_Amount of bond --------------- ss ----------------- ca LQ meed address of any person making a loan for the construction of the improvements. �..; t% Sun Bank/North Florida, N.A. Address __200 West Forsyth-Street, General Mail Center Jacksonville, F1 . 32231 ----------------------------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: 3 me ------------------------------------------------------------------------------------------------------ . '" t,,3Ly?7Address ------------------------------ ------------------------------------------------------------------- Lr_ ....In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as ,- w. provided in Section 713.08 [2] [b], Florida Statutes. (Fill in at Owners option). ,; Kan1e ------------------------------------------------------------------------------------------------------ Address -------------------------------------------j---------- -------------- -- ----- THIS @PACE FOR RECORDER'S USE ONLY t Owner Sworn to and subscribed before me this ______________ --8th__ day of -----May --------------------- 19-92- - Chet, ------------ _. Notary Public VONDA K. PICKETT ,.,. Notary Public, State of Florida My comm. expires Aug. 8, 1995 Comm. No. CC 135095 i p 5538 } i i' DEPARTMENT OF BUIUXNQ CITY OF ATLANTIC BEACH f »_-- PERmIt iMFORHATION ,- .__ : _ _...... ' LOCATION ,,TNFORMATION ,._� :_---- F, Nuvabart r38 Addr sz 143 OC RAMWALK DRIVE ` 'ormit 'Ty iet MECHANICAL ATLANTIC BEACH, . FLOR10k 32233 <c one of wc� acs NES , _� . w� L I L. `I�>rECHII?TIC31+1 �__�.-_-. nittr. Typal 066 FRAO Lents' Black-,. Section; Ppe d U 'oat SINGLE FAHILX "township z RriIG� � O ! 1 ittg s Code t O" Subdivision s O EAMWA K, I > td V, lue,s OrL1.{ Improv. itt s aFt .do Tectal x *27. so A* s r D I / J ' "WOGrk " WAT t HEATER AND 120GAL LP -� NEW RESY136NCIM HA'T"T£1H w � � � .� APPLICATION FEES N AT, HE pR PEEMIT $27. 5(1 A WAL. ' DRIV.ErER I ',ACT FEE $0. 00 CHS FLOH D pM j 3 111110A F EEO 00 r R O , SAS- .R. E. 400 RA 5% $0. Nom: Clk1 'A WATI }� TAP $0 ,00 A TAF �.,... o.-00 JA I LLE . FL 32201 HYDR ULIC SHAME, $0.0 Lc " T FEE yp +6 HES-INSPECS^ rC . ! EES.H NPACT�. FEE NOTES: � i x F t i NOTICE ` ALL C0NCRIE:TE r-oftMS AND FOOT)"t MUST 139 1 ISP .C7` q B FCtRE I Ui3ING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE i EILLDING MATRIL,RUBBISH AND,DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUT'BE GL ABED OF ANC} ;AULED AWAY S1!EITI-iEA CONTRACTOR OR OWNERr 11 t, At LU CfA ! .YV! " # THE MECHANICS' LIEN LAW CAN RESULT" IN iN0lrWldEFtQ' ROU1L0l QIPRfV MENT$." a ED;ACC4RDI , TFJ APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND 6U84I �p, R CATION OF-APP JCASLe PROVISIONS OF LAW. TIMEm 12:x€RN AT_1",ITIC BEACH BUILDING RTMENT IPP Iia: 05 4 e , BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER 'IMPORTANT --- Applicant to complete all items in sections 1,'11, 111, and IV. LOCATION Street OF Intersecting Streets: Between And BUILDING bc �t tc. Sub-clivi ion 11. IDENTIFICAT16N 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 ett.cl�ad dans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice lilted therein. Name of Mechanical f^ ' Contractors Conkaetor (Print) It7 2iT'1'o ( Master P tq'L.F Name of Property Ownerfi Si Vainof Owner Signature of er 'aed Agent Architect or Engineer 111. ;GERERAL IN TI©TV A, Type of heating fuol:� B. 1> 1S OTHER CONSTRUCTION BEING DONE ON Q [loc*t THIS BUILDING OR SITEi_ Q bat— LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBEROFCONSTRUCTION Q Oil PERMIT -53 la Q Other— Spaei#y IV. IIINdKi1NICAL SOIPMW TO SE INfTALLJID NATURE OF WORK (Provide complete Do of components on beds of this form{ r Residential or ❑ Commercial Q. Heat ❑ ,:space ❑ ReemW 13 Central O Floor yet New Building Q Air CondrfieoninQ Room Q Centre) ❑ Existing Building © Duct r�atri.l fbicta�a ❑ Replacement of existing system ilAallimum topeeify efln, New installation(No system previously installed) D Extension or add-on to existing system Q Rekigentien ❑ Other — Specify Q Cooling tower:',Copocify g.p•m. Q Are sprsnklert: +lumber of hN Havator ❑ Monliff ❑ Ewaletor (number) THIS SPACE POR OPFICE UM ONLY Q Gasoline Pum.— (number) D Tanks._ (number{ Remarks LPG awfoinwL (aunlber) Q Unfired praswrs Vo" Permit Approved by Data Q �eilart I'; Q Other - SP*citv Permit Fee LIST ALL E$ PMENT Alit CONDITIONING AND REFRIGERATION EQUIPMENT C&Pad tY Number! Deaonlptico MOM Numaber MnufbUW (TOM) OW DATING - FURNACES, BOILERS, FIREPLACES NmabW UWIX baeaription I[WIftmber aftaufaetuff ( ) W Q0Q �sd TANKS > ►mmy qty TM Uquw NOW of Serial APprovi>n6 and Contstaad SRaaufaattare No. Meaty fA 53,14 DEPARTMENT QF UtL10,o:NQ z» CITY OF ATLANTIC BEACH 4 Y+. 4 ' ------ " � GI�ATIONPEF1INFORMATION LCTN TF w. w Nw wt wr a++.w re w. 'P rmit NuR SIC L f 6314 Address: I t CEJ NWAL.t DRIVE SOU'G'H Perm t Ty # B�LD�1�1� ATLANTIC BEACH, FLORIDA 32233 a W e . N 'Or- --------. - � LkGAL `DESORII'T IONClass --- - �anstr. Ty e r WOOD FRANC« Lot s M9 Bl+ck a Section rapc�� ►dSN0LE F`ANILY Tnr� a>s ip RNf�: O DreL4lagt � Ctta Btxd: IcrcEAN�IALKfNTT ` tisated Value 00 Ipx+m�►. cwt st3 Total � 5.0Ei Amon $2905.06AWdj( 6 v # ?.' �6 t. » i r NATION-- -� - APPLICATION FEES 1 E 4 ROW t R ��*�NI*t` �niD : . t7 at e - {4�� T DR+T�'r{iE3 f n titA 1RFA+C F`£E+� ��3D.t' 7 FL ?+rr.�G',G�;a� h+ SM "�f rw ` '` :A4. .�y *"Af 7 $? fi N�►n�� Y MER „; `� h� f�ATER �"AP Btu tin "* RADOM '040 0, KPORNAT tYiRALtLIC MARIE Bd. Q1D Type; 1 RE: -wIASPVC�T�cF"E t •, yyy �.. - SEC.''IJI I NPAW T d".i i�, V t r' NS: i 3 r S w JA 7-a " NOT#Cv =A L.CONCRETE PORM;13 AND FOOTINGS MUST BE 1MS.PECTE©BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE 6f, ISSUE BUILDING MATERIAL,RAJSBISH ANi'�OEBR#S FROM THIS WORK MUST NO BE PL AC€#�.IN.,PUBLIC SPACE,AND,MOST BE 0 &EAR150..UP AN "hfAt#L:ED AWAY By€lfH€A CONTR TOR OR l"�VUNER "FAI UR C'"� �3MP'�Y VV�T'^H' 7"H� MECHA�II�S' u��1 L.AW CAN AES '�' IN Y � ►�r is iu . �4 ' � � h»,511fii ,`AOR tNia TO AiRRC3V€1 PLANS WHICH'AR€ PA�tT C)F THIS PERMIT A, SUB,JEC €VOCAT PROIftil T#DN OF A LICA LE RR.OVISIQNS.OF LAW. Al"I,ANT11b BEACH U#LQ#NG DEPARTMENT �. . i3 ,'^ ?c'� °' 's'.u':ks a.....• ,...._u _ .a s._. .. rfd.^w ^hs 'cireu_ .C.r_..'.�aa&e.�.ae-s.,....x.wv akn "M No- y % � .._ 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. '3 BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 1 WATER CLOSET j WATER CLOSET, TANK OPERATED (4) U VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) } FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) _LAUNDRY TRAY (2) Z— LAVATORY (1) COMBINATION SINK AND TRAY (3) f WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) 1 WASH SINK EACH SET OF FAUCETS (2) C) KITCHEN SINK (2) DENTAL LAVATORY (1) _KITCHEN SINK WITH WASTE ^DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) �. COMBINATION SINK AND TRAY WITH FLUSHING RIM SINK (8) -FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY 1 ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) `-' URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS @ $20.00 EACH $ - () - CIO JOB INFORMATION F tf OJ�(-)A 1- (X S6 ` Address o/3 O c C A ti w A t uC Heated Footage Square a q g � `7� �' @ $ S�.� 0 G' per sq ft = $ age hed 80 3 @ $ 6 per sq ft = $ � r Carport]Porch y @ $ / -�_o Q per sq ft = $ Deck $ CC per sq ft = $ /> , Patio @ $ ----- per sq ft = $ TOTAL VALUATION: $ / $ Total Varua-E!8ii " Ist $ Remainder Valuation ' 3• per thousand or portion thereof -� Total Building Fee ADDITIONAL PERMITS and/or FEES REQUIRED --- + k Filing Fee $ ; Mechanical ./" ; Fireplaces @ 15.00 $ Plumbing / i BUILDING PERMIT FEE $ Electric/New ✓' ' ------------------------------------------------- Electric/Temp Septic Tank BUILDING PERMIT $ Well WATER MEZI;R CHARGE $ Rdm ing Pool SEWER IMPACT FEE $ Sign WATER IMPACT FEE $ T✓" Water Connection MISCEL1--*m, $ Sewer Connection Water Meter $ Elevation Certificate GRAND TOTAL DUE $ ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES Y 1 �11 1 APR 2 � �� 1199 C . OF Building and Zo &U4 - 74U�e4 F.o.sox n AlLANTtC NZACH.1LOMA M33 TU"HONE W41!40!310 f :Each application for building paimit must be accompanied by three• complete Gets of plans, including ', a detailed site plan, indicating location of utilities, parking, size tri yards, setbacks and other data as required by code and/or the building, zoning or community developmet departments of the City ut Atlantic Beach; one not of Florida Energy Efficiency Code sheets (on new construction oradditions of 300 sq.f t. or sore); a recent survey of the land for new construction and additional and ' a tree survey or letter certifying no trees on property. tAjpy 1. Building Application form �2. Three complete sets of plans including detailed eitr plan _ 3. Recent survey, including tree survey or letter certifyirrit no trees on, property 4. Owner/Builder Affidavit required when owner ftrtt4 us contractor _�3. Energy Sheets S. Notice of Commencement TIME RHOUIRED FOR PERMITTINGi iPPLICATIONfS ARE: CONSIDERED IN THE ORDER RECEIVED pCCHEDULED INSPECTION Requests for inspection are taken from Q,tRO a.m. J,_4jX_p am.. Inspections are made the #ollowing working day; piano& opecify am or pm inspection. When calling in an inspection please have the Ptrwit nushar�iyhlocation and dero& ,_ijlp„Li, jL_nsedrd. Inspections are scheduled ew follows& 1. Footing 2. Under slab plumbing/a war/electric 3. Slab 4. Framing, rough elect tool, mechanical, plumbing call for cover-up on building. . we building permit number and reference other applicele permit numbers (electrical# plumbing, mechanical and tullding, etc. ) U. Insulation Final inspection 7. Finish Floor elevation survey/Certificate of Occupancy �UILDINt3 CARD MUSS 9Tgp_ QR 1 INS, s'l;j�[!�IS• Concrete cannot be poured and work cannot be covered up urstil the building card is SIGNED by the inopeetor. You may be required to uncover any work that has not been inspected. It is '', the responsibility of the BUILDER/CONTRACTOR to post the building card. A See of 415.00 to '0harged for all reincpt-atiunu. • :PROPERTY DESCRIPTION CITY OF � fY LJ4 IT" � IGUCEAN BOULEVARD .ot •_89-__8look I--� Section I---_--__ P.O.BOX25 OR 211992 ATLANTIC BEACH.FLORMA 32233 iubdivision: �,�E' ►�V�t�L --------------- I TELEPHONEfON1Zt9.3J93 Buil ing and Zoning ,rreet Addrelamess s A►•1��((ffI AALIL,__ULL►J E C ,�� DESCRIPTION OF WORK ��--.iii-- It in a FLOOD HAZARD 'lood Zone i...... ___-_„_ares complete page 3. Brief S�►.1[�tr� iq�.n+L� Descriptio„s_ ��l�E�1_G_LG---------- Clown _Class of Works ' � � (New/Ressodel/Addition)-_ fz, __ TONING IHFORMATIOH Type of F'rcw►&4Q- Cmn�aTru9`r►or,1 Constructions dam_�,--.s oa CvrLAQff__ :oning kt Proposed G4-1.cvLG7 FAM►4� •istrials_ RS _-Uses_-_ RESIze ^�- Estimated Vilue g__ I g'5=ooc----------- :xceptions orMaterials sY�_M ;rlw�g� ariances Oranteds---_-_A! .,_,;,,,.M-___,,, Solid or ---••------------------------------..-....�-.... Filled .PiFS �0l4��CoLQ4� mn� bR�C (�Y'OUlnd, -ROOM..--.._----_- OWNgR INFORMATION Aare te• Nim Method of Meetings Property Owner s C14�ts_�.P_'�WfL G K f1T►�:.,f.F �� T•- �`/:2 Phone,_2(Om_.. Mailing Address„------- fI }'n1GtG�oIEntltv►ti ' �-F-�----------r-r_ ZI -r ----- r . ----------------------- 32223 ------ CONTRACTOR INFORMATION V 3S3 -5S Z7 v.1 �I Contractor,_G�wM�&21_ Qv�whF �---------------------- Phone,2�g $Dt�^N Mailing Addr ess s-----+�•P`-M ------------------- ---------------•---- ---------------------•------ Zips-------------- _ Expiration Licensa Humber,----------- --------------------------- Dates-------------- i HERESY CaRTIf Y TUAT I NAK RtAD AND t%AMINCD "IS APPLICATION AND RNVW INC SAME TO It TRUC +.� AND CONRlCT. ALL PROVISIONS OF TNR LAWS AND ORDINANCLS OOVERNINO THIS TYPE OF WORK WILL It I ” COMPLIED WITH, WNETNER WCCIrIED HEREIN OR NOT. INC ORANTINO or A PERMIT_Does NOT PRt:unE to Tr OIVS AUTHORITY TO VIOLATS ON CANCEL THE rROVISIONs or ANY FEDERAL• STATC OR LOCAL RULES. �- .♦. REOULATIONS. ONDINANCES, OR LAWS IH ANT MANNER, X0CLUDIHO INC OOVERNINO OP CONSTRUCTION OR THE � . PCNFORMANCC OF CONSTRUCTION DP TOR PRO.,ECT. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS �• IJti?�qS,R. CONTINOENT UPON TNS ANOVt INFORMATION •RINO T E AND CORRECT AND THAT INC PLANS AND SUPPORTING DATA HAVE lECH OR BMALL• Ss PNOVIDi S RE ill � a > 0 P� '`x owner Signature • � � Ce?iaitrwcats9r. Sx1sa^�;anrc*...,n•nl �r�» �Bu► Date___--------- i FLAODPL.AIN DCVELAPML,,NT INFORMATION Type of Development .� T--��rw�-�.- r-w- wr��--�- Flood Zones ----NS RequYred Lowest Floor Elevations 1f building is located within a flood hazard zone, a survey suet be wade AFTER THS SLAB NAR SM RED* certifying that the LAMEST FLOOR ELEVATION is equal to or above the baa flood elevation established for that sone. No final inspection will be oode and no oerl�**Icote of occupancy will be Issued until the survey to an Site with the Building Department. • COMMENTS* w Applicant Acknowledoollentt i understand that the Issuance of this permit is oontinawat upon the . above Information being correct and that the plans a" supporting data have been or shall be provided onlrequired. Z agree to comply with all applicable provisions of Ordinanoe No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date ��?„__.Applioant•a Signature, z- j P artaent Use Required Lowest Floor Bislvation --------- As Built Lowest Floor Elevation --------,,_-- Survey Filed with Building Department ----------- - -- --------.r..�i----rr-- BuildtngDepartment ReprMrsentative i page 3 • i f I I OWNCR ButLDER PCRdIT AFFZVAvIT"`1:' $tot* of Florida f ' City at Atlantio Beach f j186FOR E, -thP u dorsigned amthori.ty. personally apvesrwd -�... rrrrr_wrrP vho upon tis ut boln ' sworn. deposes and• sayss � g duly ! t, Ctia�stap�EYr. G. K14TAE +•-. ..�-wawa-w_w___---- and the legal owner vt the iCollovin� propertys subdivision Block ..w--s.----- Lo""$ g3°?.__•,(-c�N re,- ©x.18 i AKA I an applying tar a building permit pursuant io the Ovner i Builder exemption not garth in Florida Statute. Section 489. 107. Florida low requires that I have been provided with the following OISCLOBURE STATEMEHTs i PzscLOSuRE STATEIIENT $tate taw requires construction to be done by licensed contractors. You have applied tar a permit under an exemption to that Law. The exemption allows you, as the owner of your property to ,act ear your ova contractor evon though you do not have a license. You must supervise the construction youruelt. You may build or improve a one - or two gamily residence car a form outbuilding. You way also build or improve a aowwereial building at a cost of *25,coo,0o or less. The building must be for your use and occupancy* it may not be built foe sale or lease. If you sell or ; leabe mor• than one buitdiaq you have built yoursRif within one year atter the oonstruati is completes the ' lav v111 presume that you built itr sale or lease, vbiah is a violation of this a caption. Your construction most be done a000rdla9 Ito building codes and zoning regulations. It is your1 rexponsibility to sake sure that peopla employed by you have licenses i . required by state lav and by county or municipal i licensing ordinances. Z hereby acknowledge that I have read the above DIBCLOBURC 3TATEM6l/T and that Y comply with all.tho; roquiraments for the issuance, of an Owner-Builder permit. Further, oftian% sayeth not. ' j P o rt y Ovnor ' r Sora to and subs7c,a,ribrd ' bet *.Iwo this _-�t�-_ day j of T . .�.�w�.L r(wJ�J-.♦ �I.9 If_ NOTARY-j-581.ZC ("�liJri(t�pY. MY Cowmisslan Sxpireas VONDA K. PICKET Notary PuWiC, State af,Florida My Comm. expires Aug:•8, 1995 .Comm. No. CC 13509..5 � _ 4 AMERICA U RV EYO RS LAND SURVEYORS _ y INVOICE NOg`_1475 PAGE 1 8 DATE: 7 DELIVER TO: 6 CHRISTOPHER C. KATHE CALL TO PICK UP & PAY 1431 Hiv!=x,:n FE DRIVE c JACKSONVILLE FL 32E23 41 ORDERED Bi?HRIS KATHE DESCRIPTI6V/30/" W.O. NO. 9E-1475 _LOT 89 SUBDIVISION: OCEANWALK UNIT 1 PLAT BOOK : 42 PAGES) iA-1F : JACKSONVILLE FL DUVAL ;; IN NAME; OF CHRISTOPHER C. KATHE- & RENE'- J. BOYER / WILL CALL LOT STAKE OUT 400. 00 TREE(ELEV' S - 6" TREES & LARGER) 0. 00 TOTAL. DUE $400. 00 U_ PLEASE REFER TO INVOICE NUMBER WHEN MAKING PAYMENT THANK YOU 4220 HOOD ROAD • JACKSONVILLE, FLORIDA 32257 • PHONE: 904/268.4755 MA P SHOWING BOUNDA P Y 4 TQEE s�,e�,E a� *'-L O T 92 BLOCK Ag SHOWN ON MAP Of OGEQNVV�� /� Vti//T ONE AS RECOPDED IN PL A T BOOK-4—:2? PAE5 /- /F OF THE PUBLIC RECORDS OF DUVAL CO. FLA. CERTIFIED TO G. /zAnwer- eE.vE �/. /3aYE2 - Gia5T A*W1z,ca-., T,7-4co. Sc.iNR_ANK /�/DQr'v Fcoai,on N.A. Lo r 82 `� T B� Al 20^ �sr N //•i2'4o'E- ia5.Gt7' `T) Nc 53vq..�- (9 /olo.00o"/Acrua�) til �� '44e Al �1 0 3•• `0�1 47"39'E�.4cr�1 R P. #3rorq h ./r•P � iP • •B o /Z.•• • ,a /2 P • R •/o"f • /4" •Io" /Z.. 0 8 G h '' g g '�•.P l^ Ail O., b. •� (V/l G A ti/T „o J • Za"D Q • �. • Ol P J Z.. • • M rm Jp cu SSE? • 3B" • i2" ail •/3 P D R \� • • a • o•• �q 31 p L D -T P g"r P N 2B iaF •BP • /� � a z" in �o r,i MAP SHOWING BOUNDAP Y 7�2EE L: O l BLOCK AS SHOWN ON MAP OF AS RECORDED IN PL A T BOOK_!Eg_PAGLF OF THE PUBLIC RECORDS OF DUVAL CO. FLA. CERTIFIED TO GN2/sG. F- rwa• 4 RE,v.0 a. f�o"✓Ee _ F/a$T ,4M�r1�cs.+ Ti�Ca. s�lNs3A�/�c f ti/OQ�f+' Fcda/oa AIA, C'O Y �Z •/24d•E- /OS.p7'IP�T� 40 TAl BI ,o �Nn v20•S3'/q..E, 32. c �r f DEEP N /I0/$•4v'4G_ /OU.O�s'l�►CTLAc)/010/ �' / �'3/alA,t/2o�aW-A P. #9/erq /�, IQ•. •8 0• P. �K, P. P, P •o ,� �l P •/o • /Z.. • /e R R •/a"/ •/4" •/o" •p /? P G• •8.. G O 7- 014" -•/4'• fa. 0/0-- VA e_,a h/T, 0t0"D P. �l o • ,O • P �1 1 `vQ o 1 • ,�.. yr ��►Q.a'a� Cb It • o. OZ► .� O Q O Dma D T � O o .q Co ' Gtr ° � o 0 0w o O V� ° J�V �� 2 II`, vlv Af ��o �� N►ECHp'N�CA� i u \, 2 .c� / Heatln0 p v O •�• 4 Firep�aoe proFap M. 'e O F� pr�daY O Final InsPectlon O'pancY QI c LL �ertiticateot occ oma ' Mon. ,� �' Made c Date "' 1nsP action insFector }��✓ �U FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900,A•89 SECTION 9 —RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZON5S, DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 PROJECT NAME �� &L %0) 04%-rlb&6- BUILDER: GNa�s� V4Lr(L G• KA+rAf AND ADDRESS: (4 �"ti"' *,_ rxwi TA PERMITTING CLIMATE ❑ 2 ❑ 3(� M 44'rle, SrrA4.IA 02%DA OFFICE: ZONE: Lel OWNER:�•1�t>.1rEstLa �� PERMITUORISDICTION �_ O 4r1pITt1V IZSg ' 'moo aFrL �: NEW CONSTRUCTION IF MULTIFAMILY,NUMBER OF CONDITIONED SO. GLASS AREA AND TYPE ® UNITS COVERED BY FLOOR AREA 2 O FT CLEAR TINT,FILM,SOLAR SCREEN ADDITION ❑ THIS SUBMITTAL: PREDOMINANT EAVE OVERHANG SINGLE ��SD. SINGLE SO. MULTIFAMILY ATTACHED ❑ CHECK IF THIS SUBMITTAL LENGTH �•� FT PANE FT PANE FT REPRESENTS A WORST CASE LONG LENGTH ©•� FT DOUBLEPANE �FT DOUBLE-PANE SINGLE-FAMILY DETACHED 54 FT CONDITION: O D NET WALL AREA AND INSULATION EXTERIOR MASONRY R = EXTERIOR FRAME R = EXTERIOR STEEL R = EXTERIOR LOG RR FT m .❑ so� 3 1 FT � � FQ. m I I I I FTT. ! i i ADJACENT MASONRY R = ADJACENT FRAME R = ADJACENT STEEL R = ADJACENT LOG R FT s . m so,❑ Z 4 FT FT. m Lam❑FT FT m CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = SINGLE ASSEMBLY R = SLAB PERIMETER R = RAISED:WD C CON CSQ. TIS R = I 191(P 3O FOT FTm Z9FT JFT ❑ DUCTS COOLING SYSTEM HEATING SYSTEM HVAC CREDITS HOT WATER SYSTEM HOT WATER CREDITS IN UNCONDITIONED ®CENTRAL El ELECTRIC STRIP HEAT El CEILING FANS ELECTRIC SOLAR 11m SPACE R = ❑ROOM ❑ NATURAL GAS PUMP ❑ CROSS VENTILATION ❑ NATURAL GAS El �A� ❑ OTHER HEAT RECOVERY(CHECK)El��to ❑ PACKAGE TERMINAL ❑ ROOM UNIT OR FUELS ❑ WHOLE HOUSE FAN ❑ OTHER FUELS DEDICATED IN CONDITIONED AIR CONDITIONER PACKAGE TERMINAL ❑ ATTIC RADIANT ❑ NONE HEAT PUMP: m SPACE R = ❑ NONE HEAT PUMP ❑ NONE BARRIER E.F. _ �.® NUMBER O SEER/EER = AFOUECP/HSPFI ® MULTIZONE EF = BEDROOMSF = INFILTRATION PRACTICE USED 1 4 1 S I oC, 4 X 100 Fs El #1 #2 ❑ #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.1. CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance with Section 553.907 F.S., I hereby certify that the plans Review of the plans and specifications covered by this calculation indicates and specifications covered b is calculation a in compliance with the compliance with the Florida E y Code.Before con uctio is completed,this Florida Energy Code. building will be inspected for m liance in ardardance ith coon 553.908 F.S. OWNER/AG T: 660 BUILDING OFFICIAL�: DATE: 4 ?o DATE: 'T s A I PRESCRIPTIVE MEASURES Must be met or exceeded by all residences. COMPONENTS SECTION I REQUIREMENTS CHECK WINDOWS 904.1 MAXIMUM OF 0.5 CFM PER LINEAR FOOT OF OPERABLE SASH CRACK. EXTERIOR& 904.1 MAXIMUM OF 0.5 CFM PER SO. FT.OF DOOR AREA. INCLUDES SLIDING GLASS DOORS,SOLID CORE, ADJACENT DOORS WOOD PANEL INSULATED OR GLASS DOORS ONLY. EXTERIOR JOINTS 904.1 TO BE CAULKED,GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED. &CRACKS MUST BEAR LABEL INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY WITH EFFICIENCY AND WATER HEATERS 904.2 STANDBY LOSS REQUIREMENTS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER(ELECTRIC),OR CUT-OFF G MUST BE PROVIDED. AN EXTERNAL OR BUILT-IN HEAT TRAP MUST BE PROVIDED. SWIMMING POOLS 904.3 SPAS&HEATED POOLS MUST HAVE COVERS(EXCEPT SOLAR HEATED). NON-COMMERCIAL POOLS MUST f &SPAS HAVE A PUMP TIMER. GAS SPA&POOL HEATERS MUST HAVE MINIMUM THERMAL EFFICIENCY OF 75%. HOT WATER 904.4 INSULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS INCLUDING HEAT RECOVERY UNITS.IN SUCH CASES.PIPING HEAT LOSS N -A, PIPES SHALL BE LIMITED TO 17.5 BTU/H/LINEAR FOOT OF PIPE. SHOWER HEADS 904.5 WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE AT 80 PSIG. HVAC DUCT 903.2 CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS&LOCAL MECHANICAL CODES. DUCTS IN t/ CONSTRUCTION 904.6 NC N ITI NED SPACE MUST BE INSULATED TO MINIMUM R- 4.2&JOINTS M T BE HVAC CONTROI .7 PARATE READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM. IN ULATION I qp4.9 ICEILINGS–MIN.R-19. COMMON WALLS–FRAME R-11 OR CBS R-3. FRAME COMMON CEILINGS&FLOORS R-11. 91 HEATING SYSTEM MULTIPLIERS(HSM) CLIMATE ZONES 1 2 3 SYSTEM TYPE HEATING SYSTEM MULTIPLIERS HSPfWF 9 6.9.7.39 7.4 7.89 7.9.8.39 8.4 8.88 8.9 U Central Heat COP 89 2.9.3.09 3.1-3.29 3.3-3.49 3.5.3.69 3.7-UPump Units .48 .45 .42 40 HSM PTHP HSM .48 .45 .42 .40 .38 Electric Strip mmi 1.0 Gas&Other Fuels 1.0(See Table 9J for Credit Multiplier) Minimums:Central Units-Air Source 2.7 COP(6.4 HSPF),Water Source 3.4 COP, Ground Water Source 3.2 COP PTHP 2.6. COP means Coefficient of Performance. 9J HEATING CREDIT MULTIPLIERS(HCM) SYSTEM TYPE HEATING CREDIT MULTIPLIERS Attic Radiant Barrier HCM 9 Multizone HCM Natural Gas AFUE 67-69,69 .70..14 .75•.79 1 .80..84 .85-.6 .90-U HCM .39 .38 .35 1 .33 .31 .29 Other Fuels HCM .64 .61 .57 1 .54 .51 .48 Where more than one credit is claimed,multiply HCM's together.Enter product on page 4. AFUE means Annual Fuel Utilization Efficient. 9K COOLING SYSTEM MULTIPLIERS(CSM) SYSTEM TYPE COOLING SYSTEM MULTIPLIERS RATING 7.5- 8.0- 8.5- 9.0• 9.5• 10.0• 10.5- 11.0- 11.5- 12.0 CENTRAL UNITS 7.9 8.4 8.9 9.4 9.9 10.4 10.9 11.4 11.9 &Up (SEERIEER) CSM ,. 's: ,:` :.A, 0 38 .36 .34 .32 .31 .30 .28 PTAC&ROOM UNITS (EER) CSM .45 .43 .40 .38 .36 .34 .32 .31 .30 .28 Minimums:Central Units-Air Cooled 7.8 EER(8.5 SEER). Ground Water Cooled 10.0 EER. EER means Enerov Efficiencv Ratio. SEER means Seasonal Enerov Efficiencv Ratio. 9L COOLING CREDIT MULTIPLIERS(CCM) SYSTEM YPCREDIT MULTIPLIERS Ceilin Fans Multizone Cross Ventilation or Whole House Fan iCredit for only one) 75- Attic Radiant Barrier .95 Where more than one credit is claimed,multiply CCM's together.Enter product on page 2. 9111111 HOT WATER MULTIPLIERS(HWM) SYSTEM TYPE HOT WATER MULTIPLIERS Electric EF .80-,81 82-.83 .84-85,85 86-87.87 .88-90.90 .91-93,93 .94-.96 .97&U Resistance HWM 4183 4081 3984 3891 03 3678 3560 3450 EF .54-.55 .56-.57 .58-59.59 .60-,61 .62-.63 .64-.65 1 .66&Up Natural Gas HWM 1637 1579 1524 1473 1426 1 1381 1 1339 Other Fuels HWM 1 2665 2570 2481 2398 2321 1 2248 1 2180 Water heaters must comply with prescriptive measures of Table 9A. EF means Energy Factor. 9N HOT WATER CREDIT MULTIPLIERS(HWCM) SYSTEM TYPE HOT WATER CFAE IT MULTIPLIERS Solar Water Heater SIF 1 .2 .3 .4 .5 .6 .7 .8 .9 1.0 HWCM 9 8 .7 .6 .5 .4 .3 .2 .1 .0 Heat Recovery Unit With Air-conditioner Heat Pum HWCM .62 .58 Dedicated Heat Pump EF 2.0-2.49 T:- 2.5-2.99 3.0-3.49 3.5& HWM .44 .35 .29 .2 A HWM must be used in conjunction with all HWCM. See Table 9M. SF means Solar Fraction. EF means Energy Factor. 9P INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST(See Section 903.2(f)) COMPONENTS REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE#1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES PRESCRIPTIVEON TABLE 9A. PRACTICE#2 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: Exterior Wqlls and Floors Tog plate genetrations sealed. Infiltration barrier installed. Sole plate/floor'oint caulked or sealed. ✓ Exterior Walls Ceilings Penetr tion 'oin s and cracks on interior surface caulked sealed keted. +� Ductwork DucWrk in unconditioned sipace must be sealed. FireDlaces Eguipped with outside combustion air,doors,and flue dampers. Exhaust Fans Eauiwed with dampers.Com usti n devices see 903.2(fl. Combustion Heating Combustion space&water heating systems provided with outside combustion air,except direct vent appliances. -A , PRACTICE# MPLY WITH PRACTICES#1 AND#2 AND THE FOLLOWING: Ceilinas Infiltration barrier installed. Interior W It Top platen tr i n i r jQints&cracks on interior walls caulked, or gasketed. Recessed LiahtsI from conditioned s9ace&insulated from ventilated attic soaces. Ductwork All dupMgrk located in conditioned space. Combustion Appliances Be in unconditioned space(except direct vent),draw air from unconditioned space,exhaust by-products to outside.Stoves see 903. 'For multipliers for other types of systems see section 904.9. -6- SUMMER POINT MULTIPLIERS (SPM) 98 SUMMER OVERHANG FACTORS(SOF)For single and double pane glass. CLIMATE ZONES 12 3 11t. OH RATIO _0-.11 .12-.17 .18-.26 .27-.35 .36-.46 .47-.57 .58-.70 .71-.83 .84-1.18 1.19-1.72 1.73-2.73 2.74+ YI N 1.0 .94 .91 .87 .83 .79 .76 .72 .69 .63 .56 .50 M1 NEINW 1.0 .94 .91 .86 .80 .75 .71 .67 .63 .55 .48 .42 Uj o E/W 1.0 .95 .92 .86 .80 .73 .68 .63 .57 .47 .39 .31 N SE/SW 1.0 .93 .90 .82 .74 .66 .60 .54 .47 .39 .32 .27 r S 1.0 .91 .86 .77 .68 .60 .54 .51 .45 .39 .35 .31 SOH LENGTH* 0 ft. 1 ft. 1'h ft. 2 ft. 3 ft. 3Y2 ft. 4%ft. 51/2 ft. 61h ft. 9%ft. 14 ft. 2 .+ *To select by Overhang Length,no part of glass shall be more than 8 It,below the overhang. OVERHANG RATIO= OH LENGTH OR HEIGHT T-�i-L H L H FI-L H 9C WALL SUMMER POINT MULTIPLIERS(SPM) FRAME CONCRETE BLOCK' FACE BRICK WOOD STEEL INT.INSULATION EXT.INSUL. R-VALUE WOOD FR LOG R-VALUE EXT ADJ EXT ADJ NORMAL WT. NOR.WT. 0- 6.9 2.4 6 INCH 0. 6.9 5.5 2.2 7.6 P,8 R-VALUE EXT ADJ EXT 7.10.9 .6 R-VALUE EXT 7-10.9 2.1 .8 3.5 1.3 0. 2.9 2.2 1.1 2.2 11-18.9 .4 0.2.9 1.5 11.12.9 1.7 .7 2.7 1.0 3- 4.9 1.3 .8 .8 19.25.9 .2 3-6.9 1.0 13-18.9 1, 6 2.5 0.9 5. 6.9 1.0 .7 .5 26&Up .1 7&U 8 19.25.9 9 4 2.2 0.8 7-10.9 .7 .5 .3 R-VALUE BLOCK 8 INCH 26&Up 1 2 1.2 0.4 11-18.9 1 .4 .4 .0 0. 2.9 1.0 R-VALUE EXT 19-25.9 .2 .2 3 6.9 .6 0.2.9 1.0 26&Up 1 1 7 9.9 .4 3-6.9 .1 10&U .2 7&U 6 9D DOOR SUMMER POINT MULTIPLIERS(SPM) 9E CEILING SUMMER POINT MULTIPLIERS(SPM) DOOR TYPE EXTERIOR ADJACENT UNDER ATTIC SINGE ASSEMBLY CONCRETE DECK ROOF R-VALUE SPM R-VALUE SPM CEILING TYPE WOOD 6.1 .4 19-21.9 1.1 10-10.9 2.9 R-VALUE DROPPED I EXPOSED 22-25.9 .9 11 -12.9 2.6 10-13.9 3.2 3.5 INSULATED 4.1 1,6 26-29.9 .8 13-18.9 2.4 14-20.9 2.2 2.4 30-37.9 6 19.25.9 1.8 21 &U 1.5 1.6 38&U 9F FLOOR SUMMER POINT MULTIPLIERS(SPM) SLAB-ON-GRADE RAISED RAISED WOOD' EDGE INSULATION CONCRETE POST OR PIER STEM WALL WI UNDER R-V L E SPIL R-VALUE SPM CONSTRUCTION FLOOR INSULATION ADJACENT 0-2.9 41.2 0-2.9 - .8 0 6.9 0.0 2.2 3 4.9 - r 3-4.9 -1.3 •10.9 -1.4 -2.3 5-6.9 -36.2 5-6.9 -1.3 11 -18.9 -1.3 -1.9 7 7&U -35.7 7&U -1.3 19&Up -1.1 -1.5 4 9G INFILTRATION SUMMER POINT MULTIPLIERS(SPM) 9H DUCT MULTIPLIERS(DM) INFILTRATION PRACTICE SPM R-VALUE With Return W/O Return (See Table 9P) Air u it u 4.2 4.9 1.10 PRACTICE a 1 1Q2 5.0.6.6 12 1.08 PRACTICE a 2 .0 6.7&Up f.06 PRACTICE x 3 DUCTS IN CONDITIONED SPACE 1.00 1.00 'For multipliers for other types of concrete block construction see section 903.2(b). 2For multipliers for other types of raised wood assemblies see section 903.2(e)1. -3- Y TREE REMOVAL SECTION A APPLICATION MUST BE RECEIVED BY NOON OF THE WEDNESDAY BEFORE THE MEETING: plopm1. C►�a��r'o HC'2 C• KaTtaE R4art T•Bo Ea. ' 14 1 R►JGn.t.ATF 'Dn,tJ� J'Alc � FL• Zoog- 12 y Omm"Name Tewww 2. LO-21t !So,)r-$4 Loc mbn a Tros Rsnwv i l8bAftWon i SECTION B (To be ooe;kbd by g p ft oil Whow pwly bits mtlroad,kWkWa an" 1000010t0:andtMdahbnotprssw* 1.What d WVs aropopoeld b the above�eoMledt F�2Ttp.l. SITE Gt.liAt�.r�[s� y ' 2 what Is the pMpowof thea p posed dww0ea� Cot�srrs.L'crionl ©P AJL-VJ 3.SPOCRY trees Propoad forrwnovatas NOK � TREECOUNT SP Stiff PM x HMM CONDITION F.L.M Qgr1C.E $" — L4" O • � 8 A�( i2N D K i 5 C o N► RR A4.- co"- a.) oIF. 1' r $t� 56c: rrov-REU d 1�. -ro �'' 1 G�'"TaAIZ 10" I�na��t� oJ3'R. �►y` AGK 4.VIIR these�be rotoaltedon the gnMpnOpNgR "�'��►�� i 5.9mi�woosplsmmil m f trove be ptaplad7 e.SPeWy Proposed r�eplaoement trove as ial"I i TREE COUNT SPEC" ! SIZE x ' 7 mal � ' Gr1AM s. wli � CD Z WAY. t r(Cst9£iT{t,Au NI CO' t�p7, I rJ CsA t. 3 AY. ► RTL tOt i7I��p.4 7.Attach ske plan• (SKIP SECTION C AND C-OMML VE T10"Dy i SECTION B - (All other Applicants) 1 . Property Zoning: 2. Submit the following: SITE PLAN/TREE SURVEY indicating: a) Site topography, existing and proposed grades b) Existing and proposed structures c) Location of all trees w/ DBH of six inches or more d) Tree species and sizes e) Trees to be removed should be clearly marked f) Trees to be relocated should be clearly marked g) location of any proposed replacement trees h) Identify trees of special or unique characteristic i ) Identify trees within 10 feet of construction areas j ) Show location ' and type of tree protective barriers k) Location of utilities, accesses and easement:'. 1 ) Location of vehicle travel corridors m) Location of commercial sprinkler/irrigation systems n) landscape maintenance plan (commercial only) o) Staging areas ''I for equipment and material storage 4 SECTION C I agree to comply with the rules and practices established in Chapter 23, Article II of the Code of Ordinances of Atlantic Beac . Zo . Owners Signature Date CITY USE ONLY Applicant has compli wit all all provisions of Chapter 23 and requirements of the a r� °dPi ic#?prt1re6 BIrIJa ► mum Of 5 ft. fr:,rn the frank of each t'� ��rLl tree. Barricades <:� B �� u be installed BEFORE y site clearin �BtB 2 g and rrrnain in place during ALL phases of constructir,., ,, __ Tree Conservation Board Designee Date NOTE: "Tree Protection for Builders and Developers" is available at City Hall or from the Division of Forestry , 8719 West Beaver Street, Jacksonville, FL. 32220. ( 781-1434) l 141A P SHOWING BOUNDA P Y THEE s zJR Y�E of L O T 92 .—BLOCKA S SHOWN ON MAP Of- ___ OGE.a,v w�►�� uJ��T OJvE AS RECORDED IN PLAT BOPAGES J- JF OF THE PUBLIC RECORDS OF DUVAL CO. FLA. CERTIFIED TD G !f2 isrgpNER /�.nru� �ZEvE �l /joYE.2 C,aST AvM /z,caN 7,rz�Co 154j&1/3A..iK /NOarH Fe.02/OA N.A. `O 7- Al 0e, a m N JJ•i2'4o•E- ioS.�t�'/Pc.*•s1 !o. FNc. 53vq..�•_32.8�• <3 oC;P2s A/ i/°J3'4U"E - J o(o.oCv'11AcruA�) r;o� 3'� ,azo 47 39 /7cr)1/PLAT) 09 v R P R !• P P. O. •8 n g ,�,..o Ml �./ b. Jp•• V/ Gia JT • A Q U. .,r4 S Q \ h GAS- tom •� rl • , o••p J Co V(1-T IQ IL a , ` 2 (D� J k 01 ; Z' A !oP qj oB� , ; � ,, •g..`' ,04', !co � •�2 14 � ` f3.M. cJSED P z P in V c?4os • p v - • • ua�. l9 77) ! z • Jo'K io' � ' ,. z., "All ees to re,r �� :..:t tic aa; . ,/ A. �• S-P. ° EQ SEME,uT • a minimum of tt r the tr tk of each I O. •R.. - •,Z tree. Barricades rr;t"st ce Inst ed BEFORE site clearing and remain in lace during ai P ALL phases of colstr jgtion.' /t SET P_...�. ( / X-cc,r ..'.t�r.n4i.,as• �- _ B 6)/8.. Date ___---- OG ya2i• w _.- m nl c: VA Az E.4NV1/qL/< q•51 vEA.✓ore-s Ec Ev4r— �'� •' 1ti1-1 Ff. ' "! V1 f•1:f it,til,ti 1N. 4i 7W ��12 � �\ a: MA) !V I (0 BEARINGS BASED ON PLAT AS SHOWN I HEREBY CERTIrY THAT THE Gor SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE A5 SHOWN ON fZOOO INSURANCE RATE HAp-,2 p FOR THE CITY OF,or "a,vric e3cf/. FLORIDA, DATED -,Z3, ALL ALL A MEPI CA N SUP VE YOPS, INC. LAND SURVEYORS - 4220 HOOD ROAD - ✓ACKSOMVrLLE. FLORIDA, 32257 - 904/268-4155 LEGEND I HEREBY CERTIFY THAT THLF ABOVE LANDS WERE SURVEYED UNDER NY =4 RESPONSIBLE SLPERVISION AND DIRECTION , THA T THERE ARE NO CONC. MON. ENCROACI,WENTS EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN HEREON NESTS THE TECi,WICAL STAACARDS SET FORTH BY THE ALL • IRON COR, FLORIDA BOARD OF LANG SWVEYQ9S PLQSUANT TO SECTION 472.027• (SET WITH CAP FLORIDA, STATUES AMERICAN ALB 3857) JAMES D. HARRISON. JR. P. L. S. No. 2647 SUP VEYOP , _x_FENCE Al O IRON COR. SCALE_ (FOUND) � / // l - ® CROSS CUT OA TE 3"23 `�2 Reels TERI D aigTE OR STATE OFF IDA 7 F. B. _ , 2- 5 ® � pEaloTGS Tie:�S �7 gts .SA1/E� agov; NO. AfA P SHOWING BOUNDA R Y 4 7-REE L O T 8 g BL OCK : ~ A S SHOWN ON MA P OF- IaGEaNW.A4,1t Z-ltl r ONE AS RECORDED IN PL A T BOOK.`�._PAGES /- /F OF THE PUBLIC RECORDS OF DUVAL CO. FLA. CERTIFIED TO ; G,�2isruf��R G /k4Tt1a� 4 A?EAl-- J /3oYE2 Gi�ST .4M�/t��sy TiT++.�=Ge. -5,..1,y,5q,Ae /NOQrw F40R/4014 N.A. Lo T 82I-or N �!•i24o•E- �e,�'.9'7'(Pu.7) �o 7' Bl ,o• iNo N32�G.y9..� �1 ,3•• ' 0 47'39'E/'4�J1 F.vp l •• o ,,,,, P #9b=4 too o. R- 14 0 • �Z � it-• R c• �o p •8.. i OT -X O • Za o. J i • •lp., • •�p•P •iz•. w b� ..... �"""' �► o. • R (q � ht �. o012, , • •ro SOV • R Y • •A'Y' n �O f` N 6. P `C io•• �� 8p • l� 219 R • 6-AR. (9.77) �o'K�n' •,z .. • •• 8"P. R EA 5EME.vT� o. •Q.. 71 71 , O< OA ie KA e- m pl caeEr�da 0 ¢,S (0.% (#.A (B.o)vE:✓ores Ec Ev4r.o�/ (� D�/yE 3got7 o iw � 64(01 Soo>..h, M4T Ef:1i7i';-q%,'w•ti[ },1tif Lt(�,}Jg,}Nr) Of: t (L /w <<'�-• P .1/:Upt Nl71 r++t'it V!7N 1 N!S 51jMEY BEARINGS BASED ON PLA T AS SHOWN I HEREBY CERTIFY THAT THE or SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE X AS SHOWN ON FL 000 INSURANCE RATE HAP or0l P FOR THE CITY OF Ar""r i< rJ c u. FL OWIDA, OA TED 4-17.A 9 ALL A MER.I CA N SURVEYORS, INC. LAND SURVEYORS - 4220 HOOD ROAD - JACKSONVILLE, FLORIDA, 32257 - 904IP69-4155 LEGEND I HEREBY CERTIFY THAT T/rL ABOVE LANDS WERE SURVEYED UNDER MY 114 RESPONSIBLE SUPERVISION AND OIRECTIaN , THAT THERE ARE NO ❑ CONC. MON. ENCROACHMENTS EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN HInEAN MEETS TME TECHNICAL STANOAAOS SET FORTH BY THE ALL IRON COR. FLORIDA BOARD OF LAND SU4VEYAgS PURSUANT TO SECTION 472.027, AMERICAN (SET WI TH CAP FL OWIDA, STA TUES OL B 3957) SUR VE YOR , JAMES O. HAfigISaN, JR. P. L. S. No. 2647 _X—FENCE ) N O IRON COR. SCALE- (FOUND) CALE(FOUND) cl "� JtDA CR05S CUTDATE 23- 72 f7E9ISTERID SUR VEYOIR STATE _ _ 7 F. B. 7/�,' 2- s Conf7bc�/t5 �3� C.G, �qrA agOER M7. 92- 14-75 DATE DESIGN MOOD J. SHEET COMPANY P.O. Box 52088 Jacksonville, Florida 32201 r OF CHECK JOB FOR JOB NO. �N I VL At--,� &-r,--> /Go ri.,�GTL=� ��' to�4©vJ'�� l STngPP 1> &A'-n- Pi ff Awpb/ F-rvn M NAIL 4SAM. 1=>o0n. 2� 461-mArrCD PvG Vur%W Piff 011 Oao FLodr` r Ac>Q&-1:5 9Y.-ra.A &LLTr AT Ar-t F►TrT'1aCoS CA,-r - I rA P-1;XV ST0 ,1IE�T' N rL-Rr-0--ne-?,l C-6- AT 42,,11� Mix>0 A, C i o Se-r g� At>C>e1> Gror>s o•, G-A aA 5►tome- -Doc> A-r- its i-&WL • 5� AT,Up*-1> f W=W--, Ar `n4e &L-A d=>S -7) CNlc.(_C> A«.E- My eA"v4 A rr d N s Fm Ar L-Ade:-S;- �r~aak.. AmrA . Z' A►4Vf- 6'xAf,ja67=- -r -- Fn,AMAnja FleWt,. nab/ 4A1-40L,4-r7"s A n,c- Co A)Senv A 7-1 V15 44T> /S /4p97Qv ArE- IL JUL 2 7 1992 BuijLing and Z11111SOF _._ Form Kk DATE DESIGN MIwLTONNJJ. SHEET 7'I(fl�o12 �-OMPAN J. P.O.Box 52088 Jacksonville, Florida 32201 I OF } CHECK JOB FOR JOB NO. C��c Cdiz.aE�2�s � n.-T r;�A'�1-�E- t��-Esl.s�►•�G� C©2r1Er rrw*cb GOEPon,T /-fir 6Pc,Ass t: c.u�� STO r-�S A'r CpLa�SS 13 LO GY- To V oaST• CAsr_ LoADINAv = �� 1=(WM TL�j DCIIc�nl '$NEST) + 91? TAGK LoAC APPROVED OF ATLANTIC BEACH _ Z;5 70) 1b 5 + "j ?1 x 47 p---7;r BUILDING OFFICE 23'1 o + Z 30r-J 3 UL 291992 � _ z 16--, Esc- X000 1105 FIA = D •30 E' L = 1, 400 , o00 I (e/1)2 Foy X Lt�TE�-A� ��A = b , 30 X 1 4 ECo = ?2 X51 / 7x/3 ) 2 _ y�5 P/A = 0 , 10 x (,bCCo _ 1 17 °o fl-51 z ' y LATEAAI, 24IL :borf"a P/A �"C 6o n1T2oL S, y A, �quo,N = Ax t-1 I ( 1550 tbs �t9MM.AVL� (1,55D I gl.l�oru = 11, 5o 16s. �� PIX ' 5 ooc> o,c 2 L FSEwn.Iacs S-ruAS pno91 Mac C , AD V I r1041AL -r4/2p 5 r z:D /VA/ccl-- toc., 2`� To 7�00et-6- s rte Ds j�t'0 I// C>cV, q c n riv-)A c, X14 7-e71.4 c. 5 v/="pon.,T 4L.OAJ& 1Kj t'� r> (iLAG4, 134.0e • �p•�-1�K.E6Sto.tJ �7/��t-AL.Lt"j "o &'f-Am/ 60p')TX0('5 n-E�.t,�" $vG K4/��' /5 W r— 14a) /SSor" - AAAA.__ -....._..AAAA-AAAA:1.:3L:L'LLA':...O;:Jla�11.:3.9::-Cr:....J�:_..4scr::J:._...::1a•..'.Ata.e say..r e..e.a..... . . is El;r a lwT tl. 14%, 1 'y ,a J 52-1039 T 2 5 TtJIS 12WG, PREPAHFQ FLIO-H C011PUTER INEUT (LOAUS 6 mmEtislotisf quoijillu ,TOP 010110 2X6 50. PINE 12, EXCEPT AS S11OWN TC X-LOC L-R: 0.00 3.62 6.40 11.92 17.33 22.75 28.2 f 001 CIIOf10 2X6 SO. PINE 02 31.04 34.67 WEBS 2X4 SO. PINE 13 OC X-LOC L-R: 0.00 1 .65 6.65 11 .92 17.33 24.25 20.02 33.02 34.67 : 11-2x4 SO. PINE 02 N GEARING BLOCKS-SAME GRADE A140 SIZE AS DEARING MEMOR NO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN * ORG LOC 2 24-03-00: 1 OLOCK 12" LONG - 3 16d NAIL5 OLOCK TIIE PLATE CONTACT AREA OR SCARFED AREA OF WED MEMBERS. THIS /1 !!IP DESIGNED TO SUPPORT 6' 6' JACKS Willi NO WEDS, ALL PLATES ARE CENTERED ON JOINT UNLESS 0111ERWISE INDICATED. SEE DRWGS. 130 6 16D/160A-F FOR TYP, PLATE LOCATION DETAILS. S111M ALL SUPPORTS TO SOLID BEA11114G. PLATE MONITOR USED. ALL TOP CHORO SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12'1 AND SHOULD NOT OCCUR IN PANELS NEXT 10 A PANEL POINT SPLICE. NOTE: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED BELOW. ANCHORAGE MUST BE CONTINUOUS TO FOUNDATION. UPLIFT : 15601 21301 6401 BRG LOC: 1'-6 a 24'-3" 33'-2' UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED-110 MPH. MEAN 11137.23.2 FT. ENCLOSED. (SDC) 6X10 2 . 5X4 1 . 5X4 5X6 4X7 6X10 3X4 (AI) 3X]4 .(A HI 3X8 7.00 2 . 5X4 3X5 8X90 ny 2 . 5X4 6X6 7X6 6X6 1-6-0 }--- B-f 1-0----`-- 1-6-0 0-4-0 6-6-0 21-8-0 6-6-0 0-4-0 34-0-0 OVER 3 SUPPORTS / R=23791' W= 3.50" R=3229# W- 3.50` 11=9561 W= 3.50" PLT , IYP• -ALPINE SEON-- 29224 FURNISH A COPY OF 1111S DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE 0. 1675 KPIIE EJNIIEEREO P114ouCl$. uJc. Musses Mou(lf EnIREIE culE ..'.•a•1;•j►1•( , DESIGN CRIT:TPI REF x x I MP0RT ANT x x f11AGL HtO u ReSP016lO1E TOR ulY WARNING I NG IN IWJOLI is. Emma, un t`11,15 1 f 1-� (,,([� MVIA110(FRW I/IIS OESISN 011 HESE SPEC IFICA111". On AM ORACIN6. EEE 1116-$1 BY IPI. SEE IRI$OE$1011 / 4 •tf TC LL 30 .0 PSF DATE 06/64/92 92 '-iULMf_ J fA1LUJ* 10 BUILD 11E IIMJs$ IN Mf0111WCE Willi Ml$$BY IN FOR AOR11101M1 SPECIAL PEf""itAll S1IACIN6 EYE f v.$601 ME ALPINE COt"CIMM ARE KAW OF ROGA SALV. $1EEl IttlIN6 A$1M WIIEHEMS. u&ES$ OIIERWISE ItA)IGIEO. lop j Z� TC DL 7 0 PSF DfiWG AAA$6R A EEC(PI AS 1101(0. APPLY W44ECIOM 10 EACH FACE OF C110M$HALE BE LAlinALLY ORACEo N1111 PIIOPER TRUSS -0 ua.Is$ OIIu1w(st LOCAIED p1 IVIS OESIG.L PGS1110H LY AIIACAEO PLYW0W SI1EAMINS. 00110.0.0110 DC DL 10 .0 PSF -ENG I I ►14nF R f01af[ICAAS PEn aLvI"" ISO. 160 C 160a DESIGN c1AJOAR06 WtiA FEWli. EY AIIAOE0 111010 CEILING -- SEE 101.LD. �I7 .0 PSF O/A LEN. 34-8-0 :•I '11( .11fIR'S •.,PNf ItONICq_ UPDATE 11/1/011 104 PIX)to i ' •••••• arAIl11F� ' nun FAC 1 33 IPITC14 7 . 0112 i -41 I IN CA �d�17 by i 2Y w � biY `b I i� S a � v n ✓ I vy ( J s 7 <ll) l 6� e7I v �z s r 00- 0 ca S � � � �s, - � ► Ti 5-2-1030 S PREPARED M COMPUTEH ]UPUT tLQ605 G UJMfN5I(!0;t, TOP 01ORD 4X2 SO PINE #2 14 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN, 001 CHORD 4X2 SO. PINE #2 N I1 CANNOT BE USED UPSIDE DOWN, TOP OF TRUSS WEBS 4x2 SO. PINE #3 MUST DE MARKED BY TRUSS I'ADRICATOII, REFER TO DRAWING A150 FOA TYPICAL PLATE LOCATIONS. B-7-6 7-4-6 TO CENTER OF 7I 8" m#x. OPEN CHASE "i 30.0" TYP. IX3 1X3 4X4 3x3 3X3 3X3 IX3 3X3 3X3 4X4 2-0-0 2-0-0 04 3X3 3X3 IX3 3X3 3X3 4X4 2X4 - 2x4 15-11-12 OVER 2 SUPPORTS R=851# W= 3.50" R=851# H= 3.50" PLT. TYP.—ALPINE SEDN-- 12095 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE -' 0.3750 ALPINE Ewsbiliu D ""LL-951 Silc. TAANI1 41141,1101E EXIT"CAPE >;c..+1;11 DESIGN CRIT:TPI—PCT REF X X I MPGR T ANT x X SIN{L NG1 YE 8E5P00YIYLt sok ANY WARNING iw iSSNILIW" tBCCIIlk1 u«I �F•� tTr,�1 !!tt DEVIIJ1011 MAIN SWISS MAI"O8 1NPE ESE SPECIFICATIONS. 00 NIT SW0CICNA. SES:wil-Yl AV TPI. GEE "SIGN SIGN �. tF�s4�A TC LL 40 .0 PSF DATE 06/03/92 FAILUM 9O WILY USE T18AS 1N C"AMIK SCE WISH OS1"8Y IPS FDA ANIIIINAL SPECIAL PEi1NA1EH1 Y8AC1Ns SE }-�OM S � S ALPINE CO"CIG"ARF""DF ""YALY. SIUL 0999114.016 WIKICHIO. LYAESS YTNEBYISE IWACATE0. lop �.se41 TC OL 10 .0 PSE DRWG A44A 68 t MUM AS MAW. AMY CO"CTWAS 10 EACH FACE Of 000 SI/ALL SSE L.ATEYALlY 58ACE0 011H PIIOKA LUMBER CaMS Ago"Ano,.,=S5 a1NEIM15E LoCLIGD ON Ium DESIOK PDYtIIDN LY .YlAC1ED P now SIEAl"Aw YG710N!av t 1 BC DL 5.0 PSF -ENG CIOM PEA 08AXINGS ISD. IDD C ISDC{£ A-P. MASON SIAMM" N11N PWKFLY ATIAG itself)CE ILING --SEE `f np F�Os1ti*�f� TOT.LD. 5J'5.Q PSF d/A LEN. 15-11-12 UJI008N Nt AFPLICAOLt WMIS1ONS SAY )"i IPA. AN 90011918'5 NPlAE YSUMM&l LFDATt 1110411 900 PY111PE8 • w�{ DEPTH �y SEAL IM IVIS DNAYING APPLIES 10 UE COWUNEN1 OGPICIED/EHE ANYMALL APFI.ICA7 IDN. 4`4,41141W6 A COPY DF INIS ••it N(1iNE1' �` + DuR.FAc. 1 ,00 {7EPTF 1 24 . 0" NI It 1, AIKI SNAtt IWl 09 DELIGO/FG/ 111 ANY DHEG MAY, LYl SSW YD lit {/1405 t/1EC13W1/:WliNAC iGi{, ��'=SSaT11>' �• NA�ttw/AL 111000 GNCIF{C0I101 full MDGN Calsuu:llwl SPACTWG 24.0" TYPF F 5 —103EI ]HIS PWLi PR SPAR_i f110H C014PUTFU INEUT S 6 f)IMfU9-IQNS1 SURMITTED BY TRUSS MFR TOP CHORD 4X2 SO. PINE 12 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. BOT CHORD 4X2 SO. PINE 12 N IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEDS 4X2 SO. PINE 13. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. : W1— (2)4X2 SO. PINE 03 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 6—f-8 6—f—B TO CENTER OF IB.O" MAX. OPEN CHASE 30 .0" TYP. 3X5 3X3 3X3 3X3 3X3 3X5 2-0-0 NI NI 2-0-0 3X4 3X3 1X3 1X3 3X3 3X4 2X4 2X4 12-3-0 OVER 2 SUPPORTS R=6461 W= 3.50" R=6461 W- 3.50" PLT . TYP.—ALPINE SEON-- 12096 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRA Tnn„I,I REV 15.6.5 SCALE - 0.5000 ALPINE E11111EE1EG P10&ICTS. IIIC. MUMS 1E0U1RE EXTREME CARE �%US 1FF.'''.,l DESIGN CRIT:TPI—PCT REF )E*IMPORTANT**SILALL Not ME tEsPW15ISLE F&I ANT WARNING IN ivuluIM. ERECTION Alto 1P OEVIATJON FROM ]INS OESISN OR IM5E 4PECIFICATIONS. OR AM &YtING. WE 1118-91 RT IPI. SEF TIR51*6104 s � �%(C LL 40 .0 PSF DATE 06/03/92 HO LME S MLURE /0 BUILD IIF TRUSS IN COFFOIMANCE NI1N Wild By IPI FOR A001110101 SPECIAL PERNAIENI SRACIN9 RE � ALPINE COMIECJUM ARE MADE OF 20GA SKY. STEEL /EEIINS ASTM LIUIIENEM/. 1.wESS OIIENNISE 1101CATEO. IOP . .C DL 10 .0 PSF DRWG AAAS HI A EACCPI AS NDIEG. APPLT CONECILMI9 10 EACH FACE Of 0101I11 9LALL Of LAff§WLT &NCEo 11111 MWKR C1 / LUMBE R TRAS"Uld,"S 0111ENNISE LOCAIEO ON INIS OESIUN P051110N LY AITACIEO PLVWUW SIEAIIIINO, bottom 010"1 fEpp10� 4 C DL 5 .0 PSF —ENG 001001%N/APFLICA"t MMWISIC445 Of NISACF IPI. Ali tH93IE[N�'S ALPIIC f billif TICAL IUIVAICRLOW Il�1�Y11 LfOR~11i 114.1 NGINEE-Q�r TOT.LD. 55 .0 PSF 0/A LEN. 12-3-0 SEK LM.11.15 bf1ANINU AMLIES 10 114: CONPU1EI11 GEPICIEO III*: 15ITNALL A4-LICAII(k.. fNM115N A COPY W MIN ' 1)lll� r� IN 1. V, AIA)W.11-1 NO Ill 1*LIFO IPM. IN ANY OIIEN NAT. Gfsiui fO I.E 1fM)ss f1ECi/ON CU4111I.L1O11. puR FAC 1 .00 DEPT(-( 24 .0" . .. .. ..., .. .. ... -- 'r'^; t I r 'T i r).. I IOBI TIM F3 52-103(1 S DWLi, t A FR IM .O P 1 1T S DIMENSIONS) SUBMITTED-BY055 FR TOP C11011D (2) 4X2 SO. PINE #2 N NOTE: THIS TRUSS MUST BE INSTALLED A5 SHOWN. 807 CHORD 4X2 50. PINE #2 N IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEDS 4X2 SO. PINE 1'3. EXCEPT AS SHOWN MUST BE 14ARKED BY TRUSS FABRICATOR. : NI- (2)4x2 SO. PINE 13 : : W2-4X2 SO. PINE 02 N SPECIAL LOADS -------------------------------------------------- NO WANE, KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN TC From 440 pit at 0.00 to 440 pit at 4.83 IIiE PLATE CONTACT AREA OR SCARFED AREA OF WED MEMBERS. TC From 770 pit at 4.83 to 770 pit at 9.33 DC From 10 pit at 0.00 to 10 pit at 9.33 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 4-8-0 4-8-0 3>� 0" 140. TOPENNCHAR SEE 8X© 6X6 1X4 1X4 6X6 8X8 Ll 2-0-0 wl w2 2 wI 2-0-0 2NI L—j 6XQ 4X4 4X4 6XQ 2X4 _ 2X4 9-4-0 OVER 2 SUPPORTS R=2331/ W= 3.50" R=3046/ W- 3.50' PLT. TYP.-ALPINE SEON-- 12097 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRAC :%,ET REV 15.6.5 SCALE - 0.5000 ALPINE ENITIIEEFIED Pfu"ls. INC. ITGISSES REQUIRE EXTIENE CARE SVS LFf• .; DESIGN CAI :TPI-PCT REF XX IMPORTANT)(* SIO.LL NOT At RESPONSIBLE fOR ANYWARNING IM HANI IM. E1ECTlaAMN A �.••�~+ dl DEVIATION FROM THIS DESIGN OR 111USE SPERA CIfICAtIONS. OR ANY GRACING. RTI 11011-911SE BY TPI. E fills"SIGN �' C LL 40 .0 PSF DATE 06/03752 HOLMES FAILURE 10 BUILD INE TRUSS IN CO FOGILIdU WITH OG1NG BY IN FDR ACOITTOw SKCIAL PERMANENT BRACING RE G.l00� SI ALPINE CONNECTORS ARE NAGE OF TOGA ITALY. STEEL MEETING ASIN OUTRENEnu. LEEESS OTHERWISE INDICATED. IDP I i I C OL 10 .0 PSF DRWG A446 GR A EXCEPT AS NOTED. APPLY COwECIWA TO EACH FACE GF CHORD SHALL.DE LATERALLY OIACED WITH PROPER - `C LUMBER nYBS AM LALESS OTHERWISE LOCAIED ON THIS OESICh POSITION LY ATIACKO PLYUOOO SIEAIHI/fG, 1101100/CHOIn :`a Ftpwlo�Q�_ C DL 5.0 PSF -ENG C0►GECTO6 PER CHANIIMUS ISO. IGO S ISOA-F. DESIGN SIANGA" WITH PRO'ERY ATIAC EO RIGID CEILING— SEE 1 F-..•J7• TOT.LD. 5J .O PSF O/A LEN. 9-4-0 CONFORM N/AN'PLICABLE PROVISIONS Of NM X 1PI. AN ENGINEER'S ALPINE IECANICAL UMATE 4TiuITH Fm PROPER 1 NOIRE SEAL PL ON Tills DRAWING APPLIES TO INE CONE POENI DEPICTED HE OGYWALL APPL.ICAIION. FLANINN A COPY OF 1105 �i'"11!11GLA bun.FAC. 1 .00 QEPTH 24 .01. IN D411. A—SIIAI.L —1 OF HELICO LYNN IN ANT 011tR WAY. OE914k/ t0 TIE NNSS UECYI/WG N.U11114Cl/NL. .- IPG - Nur r,1..H Iu911-yr lam. . 11 lu nnna ".1-1•:1.1 r1r 1:-.111.1 nw—... ',PA('Thl(; "�.1 n• iVl`� T IUIS QWG. PfifPAfiFQ FROM Q P 1 R INPUT (LOAab TOP CHORD 02 SO. PI14E 02 N NOTE. THIS TRUSS MAST BE INSTAL.!_—_ BOT CHORD AXP SO. PINE t2 N IT CANNOT BE USED UPSIDE DOWN. TOP Or WEBS 4X2 SO. PINE 13 MUST BE MARKED BY TRUSS FABRICATOR. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS- 0-8-12 1 7-5-12 19 F'O•5 _MA . TOPEN NCHASE TER F 30.0" TYP. IX3 F IX3 4X4 3X3 3X3 3X3 IX3 3X3 3X3 4X4 T 2-0-0 2-i0-0 4x4 3x3 3x3 IX3 3X3 3X3 4X4 2X4 - - 2X4 is 16-2-8 OVER 2 SUPPORTS R-864,f W- 3,50" R-0641 W- 3.50' PLT. TYP.-ALPINE SEAN-- 12498 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACj,,q,�fh REV 15.6.5 SCALE - 0.3754 7��t��t�1 'uptNE ENS1IEEfEO P"OINICIs. Ilc. Tfsli6Ei REouf11E EAi11EIE CAFIE4�US I�`F�pfti.,[DESIGN CAIT:TPI-PCT REF Xx IMPORTANTX*S1MtL MOT at 11ESPOt wx fW Am'WARNING IN 1111101116. fmcllw ANO .,•« `•,, ., OFYIAIIQN"WIN flits OESISN on 1 1"I "cifICAlIW6. OR ANY ONACIN9. SEE"'"I 9Y IPI. SEE flits 11E615" 6.Se01• '•f LL 40,0 PSF DATE 06/03/92 HOLME fAILUNE la BUILD lit INA11 IN COWOMUICE NII"46199 9Y IPI fOR A11011/OVAL SPECIAL PEflNAt"t NUCtN6 9E � ALPINE CO"CIUM ANE MMI OF"OA SALY. STEEL t1EE1116 ASI* QUINEifMIS.tALESS OttERWISE INDICAlE9. ltw X OL 10.0 PSF DRWG A44O 9R A ESCEPt AS A101111, AR'LT 0"CIOOB TO EACH FACE OF C19ft 611ALL 9E LAT10111Y 9RACEO fill"PROPER LAR�R Uwa"U"SS O1NEfW131 LUCAI€O ON I"IS IIESISK PO61110M tY ATTAC11CO PLYWOOD SttAIM+6« 40JILM I7Y04 . 2ps►tit%4 "C OL 5.0 PSF —ENG }( COk"CiOM PEN OSAIJJ sM 110, 100 S 16OA^f. 9ESION SIANOAf" With P11OW1.1f AMOCO 111410 C€1L116-- SEE `1111 MQiNL�'4�` QT.LD. �J�J.{} PSF Q/A LEN. 16-2-8MOOM tt1AML1CMWI PPWYISIONS Of NOS S IPI. AN E1611EEN'S ALPSW TLUSO t,U9AIC 1711/911 FUR p1tOPER � "'If.ORAMSNc APKI12 TO IM f.LSP4.tHI OCPICI39 f0if WVWALL AMICA110N. ft#441 tf A COPY of 1149 ^'111!111 t)U11.FAC. 1 .00 OEPTi-t 24 .0 -41 a NCL$to urm, IN ANY OlftR YAY, fwmw.to ifit ifA.f9S titcl NL1 Ctk"11AL11tt. CV7A rie.tf: -JOB' THB F--) 5 - WT PUEPAflED FROM COMPUTER INPUT (LOADS & 01HENSIONSiSUBMITTED Y TRUSS MF ' TOP CHORD 4X2 SO. PINE 02 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. BOT CHORD 4X2 SO. PINE !2 N IT CANNOT BE USED UPSIDE DOWN. TDP OF TRUSS WEBS 4X2 SO. PINE /3. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. : WI-12)4X2 SO. P114E i3 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 8-8-f2 7-2-8 TO CENTER OF 0.5" MA . OPEN CHASE 30.0" TYP. 1X3 r+� 4X4 3X3 3X3 3X3 1X3 3X3 3X3 4X5 T 2-0-0 W12-0-0 1\7 4X4 3X3 3X3 1X3 3X3 3X3 4X4 2X4 2X4 15-11-4 OVER 2 SUPPORTS R=849/ W- 3.50' R=849/ W- 3.50" PLT . TYP.-ALPINE SEON-- 12099 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTR(�; .:�n REV 15.6.5 SCALE - 0.3750 ALPINE EI6INEEIED WMICTS. INC. I181GSE8 REDUIRE EETRENE CNE Voff•1'NI; DESIGN CRIT:TPI-PCT REF X*I MP OR T AN T K X SHALL Hof Gf 151`0661iLf FOR ANY WARN I NG IN HANOLIHS ER[LTIOH ND '"' /•, DEVIATION FROM IRIS DESIGN GR HESE SPECIFICAII0N9. DR ANY BRACING. SEE RIB-91 BY IPI. Off THIS DESIGN ITbpi TC LL 40 .0 PSF DATE 0 6 0 3 9 2 HOLME S FAWAX TO BUILD TIE IRUGS IN COWONKAN" WITH 061"At IPI FOR ADDITIONAL SPECIAL filINA EN1 GRACING RE ALPINE CONIECIW6 ARE NAGE Of 20GA SAM STEEL NEETIHG ASIN OUIRENENIS. Ia4ES,O/IIERWISE IHOICAifA 10P TC OL 10 .0 PSF DRWG ANM SR A EXCEPT AS NOTED. APPLY CONECIORS TO EACH FACE OF CIORO S)NLL SE LATERALLY GRACED WITH PROPER HX185 AND 1,04-122 OINERNISE LOCATED ON )HIS DESIDK FOSIIION LV ATIACIED PLT11000 STEAMING. 001109 01010 Al0R10,r 8C OL 5.0 PSF -ENG LUMBER COHICIORG PER DRAWINGS IGD. 100 G IWA-F. DESIGN STANDARDS WITH PROKILY ATIACIED AMID CEILING--SEE y NOINL�� TOT.LD. 55.0 PSF 0/A LEN. 15-1 1-4 COWORN N/APPLICABLf PROVISIONS Of NOS i IPI. AIN EHS1NIfR'S ALP11E TtONICAL "4MIC 101/911 FOR PfWtfk SEAL TY. THIS IXTA9IHG APPLIES 10 114E COIPONENI GEPICIED IBM DAYWALL 0VLICAI/ON, FU11,11611 A CWV OF THIS �111Tf11N DUR.FAC 1 -00 DEPTH 24 .0 1N G1W T. ANG WML NOT Ot TIELICN/Y#NI IN ANY 811ER WAY. DESIG#TO 11E 111,155 McliON L1I111UCT011. w S`�� JOK 1HR F7 52-1031B THIS HG PHFPAfIFO FOOM COMPUTFU INVUT O S S U T Y R 155 TOP CHORD 4X2 SO. PINE 02 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. BOT CHORD 4X2 SO. PINE #2 N I1 CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 50. PINE #3 MUST BE MARKED BY TRUSS FABRICATOR. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. + 2X6 #3 11EM-FIR OR BETTER CONTINUOUS STRONGBACK. ATIACt1 TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 11-5-14 11-5-14 TO CENTER OF 23r 0"A X. OPEN CHASE TYP. 1X3 1X3 —7— 5X4 4X4 4X4 3X6 3X3 3X3 3X6 4X4 4X4 5X4 T 2-0-0 2-0-0 —91 5X4 4X4 I .5X3 1X3 3X3 4X4 04 2X4 4X4 3X3 1X3 1 .5X3 2x4 W=3X4 5X4 22-11-12 OVER 2 SUPPORTS db- R=1236# W- 3.50" R=12361 W= 3.50` ALT. TYP.-ALPINE SEAN-- 12100 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTR/,I�rnolll REV 15.6.5 SCALE a 0.2500 ALPIPE fA161110" WIDIJCiA INC' SE If&4S IEPUtt1E EXIIIE-W CME ��VS LEF.'�1,; DESIGN CRIT:TPI—PCT REF X x IMPORTANT x x mmu Not BE RES mmuLf FaAN l Y ARNING IN twast-i . EIIEc11a1 AM .. 4' DEVIATION Ftwl THIS M51611 OP WEST SPECIFICATIONS. CH ANY JIMCING. SET:Idle-O/Bf IPI. SEE udlS OE616N 1 TC LL 40 .0 PSF DATE 06/03/92 HOLME J FAILUNE TO SUMO 11# If"S IN CaFaMANCE MAIN 06166 51 IN Fat ALO111ONAL SPECIAL M00,/4141 SPACING PE S 60 ALPINE CONNEC/ali ARE MADE OF 200A SALV. 1118 IfF1IN6 ASTM OUINENEMIS. UNLESS QW&OWISE IItTICAfEU. taP % TC DL 10 .0 PSF ORWG A446 ON A fXCEPI AS N01EO. APPLY CWEECIa16 10 EACH FACE OF CIIOt10 EIULA.BE LAIERALLY 011K111 61141 PiK"ft {ry{r\,n � Fj LUMBER IIIUSS ANO US&I&S 910CIMIU LIALAIED UN ]NIS DESIGN, POS1110N LV AIIACI(D PLVWl"IBEAINIA6. SOT/0N a"ou \0 ,. flQg10� L. UC OL 0 PSF -ENG CONOFM Md/APnIKA C/A6lf PHISVUWIHQfi IS1W60Of 1414A6 IPIE6Ali cN(1 K(IGH �S MP0t IWISH �lEF1111NCAL L# AIZ 0/l/BIILFON PIit a `INIIEEIIf�11 yQIN�'��fv � � ror.Lo. 55/n../0 PSF 0/(�A( LEN. 22-11 -12t 6fµ W MILS WIAWIN4 A/Yl11% 14 144 CL*WC%ENI I&PICIEN 1414 IWIIWAI-1 A"1$AVAI&Um. /1/PIISII♦1:01.1 W' 11111$ 11.1111• DI11.I.FAN.. 1 00 DEPTH 1 24 IN/MN 1. ANO]l.µL Nill Ot Ilf.t till"111 IM µ1Y 011tll WAS OL51WI 10 lilt 111$155 EIt C110N L/1$1HIACIWI, . 1.1 - 1,.1. 1....1..... - ...,. .11..1,...... ..." , ,.....1 "' , .1'n('Iflf; .I () 1"I+1 1 F8 52-1038 THIS DWG PREPARED FllQH COMPUIER INPUTSUBMITTED TRUSS F TOP CHORD 4X2 SO. PINE 02 N NOTE: TNTS TRUSS MUST BE INSTALLED AS SHOWN. - 80T CHORD 4X2 SO. PINE I1 N. EXCEPT AS SHOWN IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 SO. PINE 03, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. : 81-4X2 S0. PINE 02 N : : W1-(2)4X2 SO. PI14E 03 ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. + 2X6 03 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-100 NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 9-5-14 11-5-14 -1 TO CENTER OF 2,38" M6x. OPEN CHASE 30.0" TYPW=3X4 1 .5X3 I JX3 4X6 4X4 3X3 3X3 3X3 3X3 3X3 4X4 4X4 -7— t 2-0-0 " + 2-0-0 8f - 4X5 4X4 3X3 3X3 3X3 4X4 2X4 - 2X4 3X3 1 .5X3 W 3X4 4X5 20-11-12 OVER 2 SUPPORTS R=1126/ W= 3.50" R=11260 W= 3.50' PLT. TYP.-ALPINE SEON-- 12102 FURNISH A COPY OF TMS DESIGN TO ERECTION CONTRACIU REV 15.6.5 SCALE - 0.2500 mc ALPINE ENGINEEMP PrOULCIL 114. NUKES IEOUIRE ExtNNE ENE CAAA`��VS LfF•'y DESIGN CRIT:TPI-PCT REF X*IMPORTANT** SNA" Nor u AEsPoNSISLE Fal ANI WARNING IN NAs"i s, EtEecnn+ ANo � .••-^•.yL1 , DEVIATION FAWN ]HIS OESION OR 11E5E SPECIFICAIIOW. OR ANT MAXIM. SEE 1110-01 Of IPI. SEE 11115 OESION //** TC LL 40 .0 PSF DATE 06/03/92 HOLMES fA1LLNE 70 WILD 11E IRu06 IN cusnrLA14E Nlrll 00100 AT IPA FON AOOt11011AL SPECIAL PEILNA/ENi NLACINO(YE E lot ALPINE Co1NECIINO ANL MADE OF MA SALT. STEEL HEEnNu ASIN oU1NENLHIS. LrAEss oT1ENNISE /NOICAIEo laP � TC OL 10 .0 PSF DRWG Mb SN A EACEPI AO NOTED. APPLT CON ECI&M 10 EACH FACE OF CHH W NIN.L Of LAIERALLT OMCEO WITH PIWPEII �, LUMBER Iq/BS ALO LNLESS 01NEANISE LOCATED ON THIS LESION POSIIILN LT ATIAQEO PLYWOOD 111EAIIHINO, 00,100 Of" flpalpt,:v'- BC OL 5 .0 PSF -ENG i COIfO1WA1Tlt1A9LrINGS E FNOYlS1oNs00F wlnACFrP1ESHEMi, [ON N�i ALPINE NItALWITH PF"*fLV IACHED lP/1A7ENi7/10/YtIMILANO EOi P/10PEN ��''I, TOT.LD. 5555.O PSF O/A LEN. 20-11-12 SEAL LN THIS aIANINB APPLIES TO 11E COPOEHI OEPICIEU IEHE ONINALL AFPLICAr1UN. FLiNI*j A COPY IY lIHS ' 1!1LLL• OUR.FAC. 1 00 DEP Tt-I 4 .0" IN 6N T. AMI SHALL NUI LIE RELIED 1PUH IN ANT DIIEA AT. OESIOH 10 lie MASS EAECTIUI CaidthACILW. �•-~ IPI - Iw15s PHA1E 11/l111Ulf. 1111t. - 1401 NATI(MI-I INSIfpI SIt H'IfllMf1l 1011I/Till MISIII+v'I•UU �fI AC I NG, 0.1 o" T Vf I- JOB' IHB F6 -1036 TIJIS QWG, A FROM O PUINPUT , A S SUBMITTED Y TROSS H TOP CHORD 2x4 SO. PINE 12 N TC X-LOC L-R: 0.29 2.80 5.32 7.83 10.34 12.64 15.86 801 CHORD 2X6 SO. PINE t1 Dense. EXCEPT AS SHOWN 19.08 22.69 WEBS 2X4 SO. PINE /3, EXCEPT AS SHOWN BC X-LOC L-R: 0.29 2.00 5.32 7.83 10.34 12.64 15.86 :81-2X6 SO. PINE /2 : : W1-2X4 SO. PINE pi N 0.08 22.69 NO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN 2 COMPLETE TRUSSES REQUIRED ; � -S THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. FASTEN TOGETHER WITH : 160 NAILS TOP CH ------------------ 9' O.C. ALL PLATES ARE CENTEWO ON JOINT UNLESS OTHERWISE INDICATED. WEBS ------------------ 4' O.C. STAGGERED SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. BOT CH ------------------ 16. O.C. NOTE: (1) 1/2' DIA. THRU BOLT MAY BE SUBSTITUTED NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. FOR 12)-160 NAILS IN BOTTOM CHORD ONLY. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. SPECIAL LOADS -------------------------------------------------- TC From 100 pli at 0.00 to 100 p1t at 22.98 Be From 10 pli at 0.00 to 10 Of at 22.98 TC 30460 Concentrated Load at 19.08 t 1/11�jU� 3X7 3X6 3X5 3X5 1X3 1X3 2 . 5X4 6X4 5X9 � Q� 2-0-0 W 1 2-0-0 3X7 3X6 3X5 3X5 2 . 5X4 2 . 5X4 8X12 2X4 - 2X5 22-11-12 OVER 2 SUPPORTS St- R-1722# W- 3.50" R=37881 W- 3.50' PLT . TYP.-ALPINE SEON-- 12101 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACT.QR REV 15.6.5 SCALE - 0.2500 .aWLli ALPINE E04611EEIED MOOUCIS. INC. IMAMS IEOUIIE EXIREIF CAIS I , x)(IMPORTANT*X SHALL HOT a 1EsPa61Slf.Foil ANY WARNING IN whauLIHO. ERECTION AIO '4�VS LfL►4p .1,. DESIGN CRI T:TPI REF DEVIATION F110N THIS OESISH ON THESE SPECIFICATIONS. OR ANY 0"11A. SEE HIS-91 NY IPI. SEE THIS DESIGN TC LL 40 .0 PSF DATE 0 6/0 3/62 ' HOLME S fAlllltE 10 BUILD TIE TIMAS 1N COW(MINAHCE NITH 051"OT IPI FOR AUDIilO11AL SPECIAL PffbU.WNI DRAclN RE S. blt0 S� ALPINE CoiNEClOf6 ARE NAGE Of 2011A BILY. STEEL IEETINi As1H DIIIFEIENIS. tAt.ES4 OifE/MIiE ItoTGTED, TOP ' TC DL 10 .0 PSF ORWG ARAM SR A EXCEPT AS NOTEO. APPLY CANECIORS TO EACH FACE Of CIOfO SHWA SE LATEMLLY ARAM NITH PHOPER i � /<_ LUMBER IFUSS AHO IAIESs OTHERWISE LOCATED ON THIS DESIGw POSITION LY ATTACHED PLYWOOD SNAHNNs, 1101101.auto ; O F r:•v ' Be DL 5 .0 PSF -ENG I CO"CIOM PER ON AYINGS ISO. ISO S ISOA-f, DESIGN SIANIAMS HIM PROKELY ATTACHED AMID CuLINO- SEE `• /UNTO COH70wt Y/APPLTCAaLt PINHv151DHS Of NHS S 1P1. AN tNGINCER'S AL.PI/E TECJHICAL ts'OATE !)/1/SII fWPHOPER ,11 TOT.LO. 55.0 PSF 0/A LEN. 22-11-12 SIAL ON 166IS MAHIHO ANPLIES TO lit CLAWUENI OEPICIfH li"d DH-A&A. I.MLICAllu1. FUltIIGH A(APV DF .1.1 •I1::f•,,it.• 1 DUR.FAc. 9 . 00 DEPTH 24 . 0" EN U.I. ♦10 S,ALL Hut ft11fliEu W", IN 041 With YAY. tKSIW,IG UE lituSS t1ECt It.,[u1.NAC1Wi. ' iPt - uefs ri.tf flalrnitf Hos - 1`1., u,ntM,. tx:nui srl,iflrninH Lon vHKHn rue.Ho„IHe SPA('11v6, Jon, 52-1038 S QWG. PflEPARLD FROMM ADS G DIMENSIONS) SUDHITIED flY TRUSSM r TOP CHORD 2X4 SO. PINE /2 N TC X-LOC L-R: 0.29 4.14 7.99 11.84 15.69 BOT CHORD 2X4 SO. PINE 02 N WEBS 2X4 SO. PINE !3. EXCEPT AS SHOWN BC X-LOC L-R: 0.29 4. 14 7.99 11.84 15.69 W1-2X4 SO. PINE i2 N 2 COMPLETE TRUSSES REQUIRED NO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN FASTEN TOGETHER WITH : 160 NAILS THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. TOP CH ------------------ 6' O.C. WEBS ------------------ 4' O.C. STAGGERED ALL PLATES ARE CENTE{{�EEO 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. SPECIAL LOADS -------------------------------------------------- TC From 350 pit at 0.00 to 350 pit at 15.98 BC From f0 pit at 0.00 to 10 pit at 15.98 3X10 3X5 1X4 3X5 3X10 T a T 2-0-0 , 2-0-0 3X10 3X8 3X10 2X4 2X4 15-11-12 OVER 2 SUPPORTS R=2771* W- 3.50" A-27710 W- 3.50' PLT. TYP.- LPINE SEON-- 12103 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTQ REV 15.6.5 SCALE - 0.3750 ALPI►E ENGIIEEIED m9VPIe1S. 71C. TRISEEB pE0Ul1E Exr1ElE CARE ug tf IN DESIGN CRIT:TPI REF XX IMPORTANT XX sNAu Nov DE RNG ESFDNEISLI FOR AM WARNING IN HAHIS.I . ERECTION AND �N,«.. E;p 1A• DEVIATION FROM THIS MISS*OR 1190E SKCIFICA11ONS. OR ANY DRACINS. SEE HIB-Dl DS TPI. REE THIS DEBrIW '•' LL 40 .0 PSF DATE 06/03/92 H OLMES FA1LU19 TO BUILD TIE ISDGS IN C"4MAW.9 Wilk OSTM BY TPS FOR ADDITIONAL SPECIAL PERNAIENI SPACING NG B. 000 ALPINE CG"CIOM ARE HAVE OF SOYA SALV. STEEL MEETING ABM DUIREIENIS. MASS OTHERWISE 1141CATM SOP DL 10 .0 PSF DRWG 1 A449 BR A EXCEPT AS NOTED. ARYLS CONNECIORS TO EACH FACE OF CHORD GHLL SHE LATERALLY BRACED WISH TVHOPfR ." <�C DL 5.0 PSF -ENG LUMBER 1""'ANG LICKS9 DIM8WISC LMAND ON Still DESIGN POSIIIOW LT AIIACNED FLTWOO11 SMASHING. BOSTON 13"a -C fioD,o�; 4 . COtMCTae FIM Dw.N11GS ION. 160 G !GGA-F. DESIGN EANOAros WITH FNOKRLV ATIAOED RIGID[*!LIMB— EEE A 9;4 .LD. 55.O PSF 0/A LEN. 15-1 1-12 i COWORM W/Af'FLICABLE PROVISIONS Of RDS E IPI. AM ENGIIEWS ALPIPE SEDNICAL LMAIE 11///911 FOR PNOPER • (l �OINE� OT 1. SEAL O1 THIS MAWING APPLIES TO RPE COWOIENI 1*PICIED PERE MPP rWMA- APPLICATION. FLMISIS A COPT IF 11115 II1ILIAI UR.FAC. 1 .00 DEPTH 24 .0 IN OAT. AND SHALL 16111 01. NELIEU LYON IN ANT 1111EN WAY. OtSNCN 10 719 I"S F71ECI1011 Cl.N1f"clu1. L. T n R •- -IPI - I/N/.S PI AIf 1NSII111fF It15 - 1f1G1 NATITNIAI 1W111'•1'PFC1ftf 1TI1N1 FOR WT 11 f/N 1'�IIN N'I if NI `1LAA!PACTNG C1�1- jlf�n VF TYfI� `LP -L �s �Q i 4 1 . C.y JODI Iii' )WG , Pn FRC1M CAMPl1T R P 1T OA S f. 1 S OI S 311 TT Y 7 USS MFR TOP CHORD 2X6 SO. PINE #2, EXCEPT AS SHOWN TC X-LOC L-R: 0.00 3.40 6.40 13.00 19.60 22.52 26.00 001 CHORD 2X4 SO. PINE #2 N WEDS 2X4 SO. PINE #3 OC X-LOC L-A: 0.00 1.65 6.65 13.00 19.35 24.35 26.00 : T1-2X4 $O. PINE 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 11901 11901 NO WANE, KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN BRG LOC: 1' 6' 24' 6' THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WINO SPEED-110 MPH. MEAN "GI-15.0 FT. Enclosed. (SOC) ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 E 160/16OA-F FON TYP. PLATE LOCATION DETAILS. NOTE: 2X4 13 HEM-FIR OR GETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING 0 24' MAX. O.C. REQUIRED. ATTACH WITH ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY IS ATTACHED DIRECTLY TO BOTTOM CHORD, BRACING MATERIAL 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12') AND TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. SUPPORT BY ERECTION CONTRACTOR. THIS 11 HIP DESIGNED TO SUPPORT 6. 6' JACKS WITH NO WEDS. 5X8 1 . 5X3 5X8 i 2X5 (A 9) 3X8 3X8 2X5 (A I) ril 7 .00 7.00 I _ 3 X 4 3X9 3X4 3X5 3X4 3X5 1-6-0 1-6-0 0-4-0 6-6-0 13-0-0 6-6-0 0-4-0 26-0-0 OVER 2 SUPPORTS R=2446# W= 3.50' R=24461 W= 3.50" PLT. TYP.—ALPINE SEON-- 32071 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE Q 0.2500 7 AA-Fill ENSIA1190 PIW"T$ MC. T 111LAWS(EWI/E EXIIIENE CAM - "••`•1`I�hi DESIGN CRIT:TPI REF X T(]MPOR 17 AN 11(T(awt.tot u fawitasl6EE fail ANr WARN 1 NG IN ivmxiw. Ea:CIION AND c`SUS L f 'T oevullON FNON uus 61:516N a+ REEE sPEUFIur,aws. w ANr enAClw. EEE Nre-W1 ar IPI. GEE 71113[ItSiwl � •. s '•,, TC LL 30 .0 PSF DATE 06/03/92 HOLME S FAILIINE 10 801LD 11E #611156 111 C"01WWCE Wllll 05106 8r IN FOR ADDITIONAL SPECIAL PEM01th1 Of"ING w ALPINE CDNNECIaL5 AAE NAE DI MA GAIv. STEEL MEETING ASIN WIIENENIS, U&EES 07/E1111+SE INVICAUD. 11X• f •.1600 j TC OL 7 .0 PSF ORWG A446 611 A EXCEPT AS NO1F1+. APPLY CONNECIOM 10 EACH FACE OF CIIDND SIIALI DE LAW"LLV BIUCL1)Will$PILOPEN LUMBER Ilk" Al0 MASS 01ENAIlu LOCATED DN Nlls 6E516A POSIIICM LT AIIADID PLYW M 6IEAMD4. ADMIT DOOM � 1 �� BC DL 10.0 PSF -EMG CO*ECIORS PEN aikWiNGS 130. SOO C 16OA-F. (SESION 61AM"" WIIN PENN'Elkv AIIADEO 111011)LEILAWD-- GEE FFoot fQ TOT,LD. 47 .0 PSF 0/A LEN. 26-0-0 Ca LAIN W/APPLICANLE PROYISIO605(IF 105 E IPI. ITS ENGI1f IN•5 AAP1)E IEDINICAL UHUIE I7S14187 FON NNWfn III.•, ••• Q•� 1 ELAL Lai Ti/is W11AWIN6 uwLiES 1011E cWWWtNi DEPICIEL,IftE ONYWALL AWLICATllai, Iu16+1EN A Ci*v OF THIS 'VQINt�- DUR.FAC 1 33 PIT C)i 7 6712 111 hMT. ANI 511A11 .01 DE NELItD iPtai IN —1 019014 WAY, 1It51w, ID llf IFWti5 E/fC11d,GL/1IUC1D11. ••„f•`•• „w. ,,,, ,,, ,,,,,, •. .,.,.• SFTn/\C'K F, F' T• ter JOB- is 52-10.39 12 TfJIS G PflFPAflFQ FROM COMPUTFR INPUT OA S 6 S ONS) SUBMITTED DY Tguss F TOP CHORD 2X4 SO. PINE 82 N TC X-LOC L-R: 0.00 4.48 0.54 13.00 17.46 21.52 26.00 BOT CHORD 2X4 SO. PINE 02 N WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.00 1.65 8.65 17.35 24.35 26.00 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. PROVIDE UPLIFT CONNECTIONS AT DEARINGS AS INDICATED. SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. UPLIFT : 630# 630# ORG LOC: 1' 6' 24' 6' UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED-110 MPH. MEAN HGT-15.0 FT. Enclosed. (SOC) NOTE: 2X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING 0 24' MAX. D.C. REQUIRED. ATTACH WITH 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT 80111 ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 3X4 4X4 2 . 5X4 4X4 3X4 7.00 7.00 2X5 (A 1) 2X5 (A 1) an 3X6 3X6 2 . 5X4 - 3X4 2 . 5X4 ]-6-0 1-6-0 1� 0-4-0 8-6-0 9-0-0 8-6-0 0-4-0 I 26-0-0 OVER 2 SUPPORTS R=12591 W- 3.50' R=1259# W- 3.50" PLT. TYP.-ALPINE SEQN-- 32068 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE 0.2500 "It&ENS1tEM11) 1,510OUCTt INC. MASSES fEDUIE EXIME CAM �"z....iii:ll• DESIGN CRIT:TPI REF KxIMPORTANT** sNALL Nor eE OESPOIA570LE FOq AAIr WARNING IN NAtoLim. ENECTION AND t"SUS LF t ' " F TC LL 30 . 0 PSF DATE 06/03/92 Of YIAI/011 fODN IIIIS DESION ON 1tESF SPEC lF ICAliM15. MI ulI DMCIt7S. SEE III8-01 BY 1P1. SEE iN/5 U[S ION � f •� HOLMES FAILU(t 10 WILD llE IOUSS 1N COIFOIYIAICE Willi MOO BY IPI FOR AEIDII1011AL SPECIAL PEFEVAENT BRACING Of ALPINE C01"CtMRS AAE NAGE OF 20" SALY. STEEL NESTING ASIN WIOE/ENIS. UtESS 011ENNISE IIDICATEO. TOP • 5600 ,' TC DL 7 O PSF ORWG A/45 GN A EXCEPT AS NOTED. APPLY CUN ECIMS 10 EACH FACE OF C110110 QUAL DE LAFEOALLY DDACED NIM PNGPEN 'L IIMASS uD UEESS OIIEONISE LocAlEO w 11115 DESIGN, POSITION li AIIACIED PLYNODD HEA1111NG, DGTION caro p\ .� I BC OL 10 .0 PSF -ENG LUMBER COl"CIORS PEO O"WINUM 130. 100 S /SOA-F. DESIGN SlulOAIM NII11 PIIOPEFIY ATTACIEU OIUIO CEILING — SEE 1:rp ,fEppfo�:``� 1 TOl .LU. 47 . 0 PSF O/A LEN. 26-0-0 CA"MEI N/APPIICAULE POOYISIUNS OF NOLY S IPI. AN ENGINELN•S ALPINE TECINICAL UPDATE 11/1/011 FMR PNM'EO 1f1,i',' •��J Stu. u1 11611i WANING APPLIES i0 TIE M41"ENI OEPICIEU IEEE LAYNA/L APPLICATION FURN151/A COPY OF Tills 'v GINE OUR.FAc. 7 . 33 PITCI-I 7 .�12 IN ICILY. AID 91KL NUI UE NELIEU Ul'UN 111 ANY 011EO NAY, UE511]1 IU I11E lwas uEC11011 coom ClM1. ':111I�V i (lir T I'lf; '.1 n" T` nr 1 JO S 52-1039 Tj THfS )WG. PnLPAAFQ F OM COMPUTFJ4 INPUT _DA DIMENSIONS) 5U T T Y TAUSq MFH TOP CHORD 2X4 SO. PINE 12 N TC X-LOC L-R: 0.00 5.46 10.54 15.46 20.52 26.00 BOT CHORD 2X4 SO. PINE 12 N WEDS 2X4 SO. PINE 13 BC X-LOC L-R: 0.00 1.65 10.65 15.35 24.35 26.00 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SEE DAWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. UPLIFT : 6200 6201 DRG LOC: 1' 6" 24' 6" UPLIFT BASED ON 10,0 PSF TOTAL DEAD LOAD. WIND SPEED-110 MPH. MEAN 11131<15.0 FT. Enclosed. (SBC) NOTE: 2X4 13 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING 0 24" MAX. D.C. REQUTAEO. ATTACH WITH 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. i 4X6 4X4 3X4 3X4 7.00 7.00 2X5 (A 1) 2X5 (A 1) 2 . 5X4 3X6 • 2 . 5X4 - 3X4 - 2 .5X4 1-6-0 1-6-0 0-4-0 10-6-0 5-0-0 10-6-0 0-4-0 26-0-0 OVER 2 SUPPORTS R=12591' W= 3.50" R=12591 W= 3.50" PLT. TYP.-ALPINE SEON-- 32069 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0.2500 ALPINE DAIIEM" PFICDWIX INC. 11k*SES ACQUIRE EXIAIEW CYE ;l,—, . XXIMPORTANTKX swu NOT 6E RESPON&IIN.9 FON ANY ARNING IN IIAIDL1NO. ERECTION AND �lC"" kl>�'t DESIGN CRIT:TPI REF DEVIATION FROM IVIS OESIG/OR HESE SPECIFICATIONS. OR ANY BMCIIIO. SEE His 96 BY IPI. SFE Tills 1)E91014 ... TC LL 30 .0 PSF DATE 06/03/92 HOLMES FAILURE TO BUILD TIE TRUSS IN CUIWIMNAAIC[ Willi OSIOB BY IPI FOR A11011IONAL SKCIAL PEfWAEN1 BRACIID RE f REPUTE cU"CfONS ARE NAGE OF 20"ITALY. SIEEL NEE I,NS "IN QUIN 1414415. LN"M 011E1011NE INOIGTEO. I(1P 6.6606 '� TC OL 7 .0 PSF ORWG AAA{SW A EXC(PI AS NOTED. APPLY CONEC11W8 10 EACH FACE OF ON" SHALL BE LATENALLY,UTACEO WITH PI101'ER T"S AND UNLESS OTtE1WISE LOCATED 1W THI6 OEBIOK POSITION LV ATTACHED PLYWOOD SIEAIINND, 110110H CHUM c) 1 2 BC OL 10 .0 PSF -ENG LUMBER CONNECTORS PER ONANINOS 190. 130 C IGOA-f. DESIGN STANOAMS rlibi MWWL V ATIACIED RIOIO CEILING-- SEE t TOT.LD. 47 O PSF 0/A LEN. 26-0-0 C"aA!WAPPLICAOLE PRONOS VISIONS Of E TPA. AN ENGINEEN�S ALPINE TEGON[CAL LPl1ATE 0/l/011 FON PIOK11 `:tN ��j SEAL mN suis ONANitG m LIES TO IlNE COfP01ENf OEPicrfO HERE ONrWAu AmY"cATioN. F(AbdiSNN A COPT OF tugsaGINE4' OUA.FAC. 1 33 PITCH ? 0112 IN ONLY, AND SHALL NOT OC REL1E0 UPON IN A941DNEN NAY. 0051014 TO TIE ]111&5 EIECIION CLN li"TUf1. �. t• I! t _ W _______._____ _vtP 1.-.I ti!M•IF IN5111111!_. _. t !9N1 NAmwAt tv-mw`wri Fll'At m fm wxw,N'Iti�u ry"'ll1Nl �I�l/1l TIT tin T\'(fir X) S 52-1039 14 11JISi. PnFPARf,0f O COMP 1 .R / A S O S SU T T USS TOP CHORD 2X4 SO. PINE 42 N TC X-LOC L-R: 0.00 6.4B 12.54 13.46 19.52 26.00 BOT CHORD 2x4 SO. PI14E 02 N WEBS 2X4 S0. PINE 13 BC X-LOC L-R: 0.00 1.65 12.65 13.35 24.35 26.00 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. PROVIDE UPLIFT CONNECTIONS AT BEAR1146S AS INDICATED. SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. UPLIFT : 6101 6101 BAG LOC: 1' 6' 24' 6' UPLIFT BASED ON 10.0 PSF TOIAL DEAD LOAD. WIND SPEED-110 MPH. MEAN IIGT-15.0 FT. Enclosed. (SBC) NOTE: 2X4 13 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING 0 24' MAX. O.C. REQUIRED. ATTACH WITH 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (A) 1X4 'T' BRACE. SAME GRADE AS WED MEMBER. ATTACH WITH 8d NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 4X4 4X4 7 .00 7.00 3X4 3X4 2X5 (A 1) A) 2X5 (A 1) 2 . 5X4 3X4 2 . 5X4 - 2 . 5X4 - 2 . 5X4 J-6-0 d 1-6-0 0-4-0 12-6-0 1 r 0- 12-6-0 0-4-0 26-0-0 OVER 2 SUPPORTS R=1259/ W= 3.50' R=12591 W= 3.50' PLT. TYP.-ALPINE SEON-- 32070 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE 0.2500 ALPINE ENGINEERED ""Wis. INC. TRIOSES REQUIRE EATIEIE CAIS - ;u- DESIGN CRIT:TPI REF *IMPORTANTXx SIMM NGl BE RESPONSIEEE fm ANT ARNIN6 IN Iwuum. EFIECnw AND M I� f� DEVIATION fO uuS DESIGN OR NEPE SE SPECIFICATIONS. all AJN1 &RACING. SEE 1110-91 OY IPL SEE THIS DESIGN ��-��S.... '�,� TC LL 30 .0 PSF DATE 06/03/92 HOLMES FAILURE 10 WILD IE IAUGS IN COWW04A/CL WITH OGI00 OT TPI FOR ADDITIONAL SPECIAL PEIYWENI SAACIIO NEN AIP/NE COMEC10NG ARE HAM OF 2DQA DALV. STEEL MEETING ASIN QUIEMENTS. UEFSS OnENWISE IIOTCATED. II' Nf 0.5601 ' TC DL 7 .O PSF DAWG A446 SN A EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE Of CHORD SIwL DE LATERALLY GRACED NIIR PROPER ' LUMBER Muss AND Lb"SS DIEIMISA LOCATED ON INS OESION POSIIIO0 LY ATTACHED PLYWOOD SIEAINIINfi• 001109 040m8C1 8C OL 10 .0 PSF -ENG CI&ECIORS PER DRAWINGS 116• 100 S 160A-F. DESIGN SIMADAIIDS WIN PIXWERY ATTAGED RIGID CEILING^SLE 1••:p FE OPt0�:�4 TOT.LD. 47 .0 PSF O/A LEN. 26-0-0 CIfORK WIAPPLICAUtL PROVISIONS OF 105 C 1P1. AN ENGItECN'S ALPIE TEOFItCAL U'OAIE IT/1/911 fOR P110PEA `!/ ' •„ QLJ _ SEAL II 1NIS ONANI/IG APPL1fS TO lilt C0 WOIENI DEPICTED DEME DRYWALL APPLICATION, fOWIQI A COY of INS '•/,••NGINEE , DUR.FAC. 1 . 33 PITCH 7 . 0/ 12 IN ISL T. AND 511AA.L NOT Of NEE IED,N'DN IN ANY OltEN NAY. DESIGN ID 11E IRUSS EIIECTIIN CONIIACINI. .,It,,,�•` ' SPACING 24 .0" TYPF •--IPI - 114.65 P111t INSIIIUF rots - NODI NAt1490l INSIL+N 511CIFICMM FUN mu.FL9t1:RA9 M. _ --- - l0S -52-1039 n 5 TUILS G PR- A i F[1014 CO PO INPUT OA S 4 DIMF"SIOLIS) SQRMITTFQ DY TR/SS MFR. Y TOP CHORD 2X4 SO. P114E #2 N TC X-LOC L-R: 0.00 7. 16 13.00 10.84 26.00 BOT CHORD 2X4 SO. VINE #2 N WEDS 2X4 SO. PINE 03 BC X-LOC L-R: 0.00 1.65 13.00 24.35 26.00 ALL PLATES ARE CENTERED ON J0114T UNLESS OTHERWISE INDICATED. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SEE DAWGS. 130 & 160/16OA-F FOR IYP. PLATE LOCATION DETAILS. UPLIFT : 61011 610# BAG LOC: I. 6' 24' 6' UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED-110 MPH. MEAN HGT-15.0 FT. Enclosed. (SBC) NOTE: 2X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 24' MAX. O.C. REQUIRED. ATTACH WITH 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATIACHEO AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (A) 1X4 113 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT B07H ENDS TO A SUI7ABLE SUPPORT BY EREC7ION CDNTRACTOA. 4X4 3X4 3X4 1 7.007.00 2X5 (A I) (A) 2X5 (A I) 3X6 2 . 5X4 3X4 2 . 5X4 1-6-0 --d1-6-0 0-4-0 13-0-0 13-0-0 0-4-0 26-0-0 OVER 2 SUPPORTS R=12590 W- 3.50' 8=12590 W= 3.50" PLT. TYP.-ALPINE SEON-- 32073 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0.2500 l� ALPINE E1IGINEELED KIODLCIS. TIC. If"%$REQUIRE EXTREME CME -••`•L�il1i� , DESIGN CRIT:TPI REF X*IMPORT ANT)t X wau NDT OE IIEsPousiaLE fa+ANY WARNING IN 1w"im ERECTI011 Aw }.��VS L F f• DEVIATION fNOW THIS DESIGN ON IMSE SPECIFICATIONS. OR ANY SOACIND, SEE UID-01 8T IPI. SEE IDIS DESIGN !' ,J• TC LL 30 .0 PSF DA TE 06 0 T/_9 2 HOLME 5 FAILURE 10 NUILD lit TIM$ 1N CANF0104AtE WITH 081"BT WE FQI ADDITIONAL SPECIAL PEIs1MENl BRACING It Qf �� ANIE ALPINE COCl" ARE MADE Of 200A GALV. STEEL 84 14 a11NLNEN1s. LKESS 01NEHWIfiE IM ICAIEII. lOP f 0.511 1 y TC OL 7 O PSF DRWG AAAS SN A EXCEPT AS NOTED. APPLY CO"ClORS 10 EACH FACE OF Q1DIS1 NULL 0E LATENAL.LT 0110all WITH PiW1PER F 1 • BC DL 10 .0 PSF -ENG LUMBER IRU55 AND LKESS 0111ERWISE LOCATED ON 11115 UESIGK P051110H LV AfIAC1E0 PLVWUW SIEAHUND. BOTTOM D" n CONIECIONS PER QUMINGS 150. 100 S 16GA-F. DE51614 SIAWDAMS WITH PROPERLY AIIAD"RIGID CEILING— SEE % _ fl0p1p�:•4'- TOT.LD. 47 O PSF O/A LEN. 26-0-0 CUIfOIw W/APPLICADLE POUVISILNS Of 105 c IPI. AN t"GINEEN'S Y-PINC TEOINICAL UPDATE 1)/1/011 FON PROPER •'lI.. • ...•, -- SEAL GN I1i15 11NAW]NO APPLIES 10 11E COMPpfN1 LIEPICIED 11111 OHVWALL AHiICA11U/. FUIHI5N A COPT OF llHi AloiwE DUR.FAC. 1 . 33 ('ITCH 7 .0112 IM/AM.Y. AND W—L HDI Of HELILO IP". IN ANT 0111" WAI- Ot SIGN ID 11D 1/11195 E11C11U1 CUNHACT011. .. .•�}•, I _ . III - I11 1•.— " II r, gal IIS 1 lig 11— 1 r ... �Fl/ir II jr. :t o T•. it 10 . TS fj'-1039 TFi 11 )WG. Pi JFPARF 1 FROM CQHPUTFINPUT OA S 6 S O S 509MITT_ Y TfiUSS tjFA TOP CHORD 2X4 SO. PINE 92 N TC X-LOC L-R: 0.00 3.48 6.54 9.50 12.46 15.52 19.00 BOT CHORD 2X4 SO. PI14E 12 IJ WEDS 2X4 SO. PINE 13 BC X-LOC L-R: 0.00 1.65 6.65 12.35 17.35 19.00 NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. UPLIFT : 8701 8701 BRG LOC: 1' 6` 17' 6' ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SEE ORWGS. 130 6 160/i60A-F FOR TYP. PLATE LOCATION DETAILS. SPEED-110 MPH. MEAN HGT-15.0 FT. Enclosed. (SBC) NOTE: 2X4 13 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING 0 24" MAX. O.C. REQUIRED. ATTACH WITH 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING 15 ATTACHED DIRECTLY 10 BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. THIS It HIP DESIGNED TO SUPPORT 6' 6" .JACKS WIT14 NO WEBS. 4X4 2 . 5x4 4X4 3X5 3X5 2X5 (A 1) 2X5 (A 1) 7.00 7.00 K3X7 3X7 2 . 5X4 2 . 5X4 i-6-0 _1-6-0 0-4-0 6-6-0 6-0-0 6-6-0 0-4-0 19-0-0 OVER 2 SUPPORTS R=17711 W= 3,50" 11=17719 W= 3.50" PLT. TYP.-ALPINE SEON-- 32074 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE 0.3750 1u ALPl1E E16IIEENED PNODUCIS. INC. ITB/6SE8 IEOUINE fAIIEIE CAIS 'i , 1ElEIMPORTANT)EiE s,.0 NDE BE 11EsPGNSEBLE fol ANY WARNING IN I/AMILms, EOf"IION uo """� llfh.l DESIGN CRIT:TPI REF OEVIAIION FOCl/ INIS DESISN ON IIESE 6fYCIf ICAEIOIAS. ON NN 61"1146. 6EE 1110-9I BY IPI. SEE 11116 DESISN �'\U$ �FF' •t' H��ME S FAILLBE OUT-D llE I"s IN COfFONNNICE Visit DSIM BY His FON AIIDIISONAL SPECIAL PENNNENl SPACING NE s TC LL 30 .0 PSF DATE 06/03/92 ALPINE CO"CIO146 AM NAM Of 20OA BALM. STEEL/EEII146 010/ WINEIENIS. LIEESS OOEfINiSE INOICAIFO, IOP B.l6G{ •,S� TC OL 7 .0 PSF ORWG__ 1,446 60 A EXCEPT AS MUM APPLI CollECIO116 s0 EACH FACE Of Ciao SARI BE LAEENAU.I 11""0,whit PMfEN C fif BC DL 10 .0 PSF -ENG VAL" AM I4LE55 ONENNISE LOCATED ON THIS OESIOK POSITION LY ATIACIED PLYVOIIO SEAININB. BOTTOM C110ND LUMBER CoNECION6 PEN Dt1AUl146S ISO. 166 6 1604-f. DESIGN SIMBIAMOS U1164PNOMMV ATIAOIEO NIGH)CEILIND-- 6EE ;O f �'- 101 .LU. 47 .0 PSF O/A LEN. 19-0-0 1 ONIa CINfGNN M/APMICAIALf PNOVISION5 Of NUS 6 N•l. AN fNGINEIN'5 ALPINE IECIFNCAL UPUAlf 1)/1/011 fill P/WPLN `11j',' ............PJ tiLK (Al INIS{IttAM 11(4 "'PtEl, 74 7110 CYN,1'UI.NI IN"Pl,'IEU 11111 [V IYUNL APIS IC411D11 fIA Y/1411 A CDI'Y of ilUb NQIi(�f' J (A)CA.F AC 7 � -1`3 JPIT cit 7 C� i It 1"II,U 1. A1A1 11141/ 1411 t1t NL1114 IA-1- IN NII 411!11 NAI. 01,51W1 111 111E Miss Ei1ECT1411 CWINUC1U11. '''•'.•.,,,11y. 1 191 - 1,er_5,1110 11.1110111 14, . 1.111, u111ni1 1 1•,•.0u. 1114('11 uv10+1 14111—W—1 `il---�ItA('1� fi' F�" JO $ 52-1039 9 THIS QWG PflffJAFJED FflOHCOMPUTFA INPUT (LOAPSS O S S T Y TRUSS !JFH. TDP CHORD 2X4 SO. PINE 02 N TC X-LOC L-R: 0.00 4.40 8.54 10.46 14.52 19.00 807 CHORD 2X4 SO. PINE 02 N WEBS 2X4 SO. P114E #3 OC X-LOC L-R: 0.00 1.65 8.65 10.35 17.35 19.00 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. UPLIFT : 470# 470# BRG LOC: 1. 6" 17. 6" UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED-110 MPH. MEAN 11GT-15.0 FT. Enclosed. (SBC) NOTE: 2X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING B 24" MAX. D.C. REQUIRED. ATTACH WITH 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. i • 1 4X4 4X4 7.00 7.00 2 . 5X4 2 . 5X4 i 2X5 (A 1) 2X5 (A 1) 2 . 5X4 2 . 5X4 _ 2 . 5X4 2 . 5X4 1-6-0 1f-6-0 0-q-0 8-6-0 2-0-0 8-6-0 0-4-0 74 19-0-0 OVER 2 SUPPORTS R=9300 W= 3.50" R=930# W= 3.50' PLT. TYP.-ALPINE SEON-- 32075 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0.3750 ALPINE ENGIIEEIFB PwooUCis. INC. TOM&&IFOUIDE EAIIEIE CAM .�;..::;;ll. DESIGN CRI T:TPI REF )(*IMPORTANT IE* 611ALL NGT BE DESP0I mi ran ANY WARNING IW NwoLENs. ERECTA", AND � s t f 1�r L �,...... F. oEVlAiloa FROM.1015 ce91WM ON THESE SPECIFICATIONS. DN ANr f11NC116. SEE H16-91ltl-BI BY TPI. SEE illlS OESIW ..� •..`NI• N•, TC LL 30.0 PSF DATE 06/03/92 HOLMES IA1Lt61E IG BUILD IIF TMFSS IM CONFOHNAW" WAIN 06106 BY TPI fp%A0091101"SPECIAL PEPoNAIENWW t ACING Of 1 ALPINE cONNEC10" ANE NAGE OF 200A DALY. LTEEL NEmNa As1W Ou1RENEMI6. 144LECs auicaWI$E muicAIED. IDP" 0.3601 TC DL 7 .0 PSF ORWG 14,66 sit EXCEPT APPL 6 VOTED. AI CONECI0116 TD EACH FACE OF CHOW PULL BE LATERALLT BNACED WITH Pt[1PEq� 1 BC DL 10 . 0 p$F -ENG IIAA55 ANO U"S$01HICAII6E LOCATED ON flit$DESIGM. POSITION LY AIIACNED PLYWOOD SIEADAM. 00110"Cl ('F - ; LUMBER CUfECIONL PER 1WIAWTl" 190. too 6 15GA-f. DESIGN SIAMAIIG$ WIINPROKOILY /,IIACIED RIGID CEILING— NEE.o FtpBlo�, TOT.LD. 47 .0 PSF 0/A LEN. 19-0-0 C014,044AYPL COORN W/ iCABLE MDYISSUMS OF NOS 6 IPI. AN ENGINEER'S ALPINE TEUa/CAL Lf1AAlE IT/1/D11 FON PAUPER !rr ••QCj SEAL ON. IN16 DRAWING APPLIES TD It* CONPNAENI DEPICTED NEVE IWIYNALL APPLICAl10N. ftVNIUA A CWV OF [Nis NciNE�' � OUR.FAC. 1 33 PITCH 7 0 12 IN L444_1, A!O SHU.L H01 1N /ELIEU WON IN ANT UNtR WAY. OESION i0 TIE l"UsS E/ECINOH CONFRAC1011. •••..,1K . �.� n,..•.• a•Ir in•..+ont rer. r ., u.I u,..., .,..�,.. .aaru n•.N vur rei avu, ,.e•r.,N.o.. ri(!A f^11,I G, !b ri )WG PFl A FAC1M CC1MPltT . 1 (IA S T M S O gi Sll Y R F,9 MFR TOP CHOW 2X4 SO. PINE s2 N TC X-LOC L-R: 0.00 5.34 9.50 13.66 19.00 601 CHORD 2X4 SO. PINE /2 N WEDS 2X4 SO. PINE #3 DC X-LOC L-R: 0.00 1.65 9.50 17.35 19.00 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. PROVIDE UPLIFT CONNECTIONS Al BEARINGS AS INDICATED. SEE OAWGS. 130 6 160/160A-F FOR TYP. PLATE LOCATION DETAILS. UPLIFT : 4600 4600 BRG LOC: 1' 6' 17' 6' UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED-110 MPH. MEAN HGT-15.0 FT. ElICIOSed. (SBC) NOTE: 2X4 f3 HEM—FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 24' MAX. Q.C. REQUIRED. ATTACH WITH 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 4X4 2 . 5X4 2 . 5X4 7.00 7.00 2X5 (Al) 2X5 (Al) 3X6 2 . 5X4 2 .5X4 1-6-0 -6-0 0-4-0 9-6-0 9-6-0 0-q-0 19-0-0 OVER 2 SUPPORTS R=9300 W= 3.50' R=9300 W= 3.50" PLT . TYP.-ALPINE SEAN-- 32077 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE 0.3750 MPINE ENBINEEIED mwuucl6 INC. MASSES RTDUi1E ESIIENE CAM ,.:••••i��.q DESIGN CRIT:TPI REF XX IMPORTANTXx s1NAu NOF x OfSP016111LE roN Ala WARNING IN 1TANGLING. EIECTION AND ` EOS (E lam' FAILURE �,.........,DEv1A1IDN fIUalis D91BN aN )f bPECIFICAFIIS. DI ANY B1N11N6. SEE 1110-91 BY IPI. cE 111!5 UESIWI F TC LL 3O O PSF DATE 0603/92 HOLMES 10 BUILD In l"S IN CONFOWMNCE Willi 001"AT TPI FOR ADDITIONAL SPECIAL KAHAW"t BRACING RE E •,� ALPINE CONIIECIONS ANE MADE OF 2DOA QALY. STEEL NEETl1i Af1N 1M/(11ENENIS. U1LES9 OiIERW15E INOICAIED, IOP ; 9.160! T('. DL 7 0 PSF DAWG A,aB SN A EXCEPT AS NOTED. APPLY CONfC10N9 10 EALtI FACE OF DIOIfI 611A11 BE LATERALLY BRACED Willi WIOPER Im1sf AND UNLESS 0116111415E LOCATED ON )NIS DESIGN, POSITION LY ATIAO"PLVW 0 S/EAINING, BOIIDN pNWL n .� BC DL 10 .0 PSF —ENG LUMBER CONECIORS PER DRAWINGS 150. IBD A I"A-F. DESIGN SIANDADOS Willi PROPERLY AFIADNED RIGID CLILINO -- SEE , •. `(ORio�:`0. TOT.LO. 47 .0 PSF O/A LEN. I9-0-0 CONFORM SEAL 1N ThIs O""J"NG A{MLIEfDIN5 Of NGS O [ COMPIPI. AN ONENT 1EPICIED IILM DRYWALLjNTER*S ALPINE iAPPLIC TION. FUYNISNN`AiCOPYY OF MIN 1r1.•••NpINEE-��? IN NE r. ANO SNNALL 1101 Of RELIED WON IN ANY OMEN NAY. OEsiw. To VE IRIAS ERfCTIOU CO"FRACION. `.•.,,,�.•` QUFl.FAC. 33 PITCH 7 0 12 1 . -nn - u.—."I NucrnuNN NYK. .vo. .r.u..ur iP/r('lt'l(, `1:1 O" ITYnr J06. TS 5ij-10319 49 1111ci CIW(; PfIFF'Af Affb F110H COMPII R Pll (10AQ.) 60 9l1 TT - Y 7f IISS MF TOP C11ORD 2X4 S0. PINE /2 IJ TC X-LOC L-fl: 0.00 3.46 6.54 9.50 12.46 17.21 BOT CHORD 2X4 SO. PINE 12 IJ WEDS 2X4 SO. PINE 13. EXCEPT AS SITOWN BC X-LOC L-R: 0.00 1.65 6.65 12.35 17.21 : W1-2X6 SO. PINE #2 MIS 11 HIP DESIGNED TO SUPPORT 6' 6' JACKS WITH NO WEBS. NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN ME PLATE CONTACT AREA OR SCARFED AREA OF WED MEMBERS. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 6 160/16OA-F FOR IYP. PLATE LOCATION DETAILS. 4X4 2 . 5X4 4X4 3X5 [::S3 2X5 (A])� X6 7.00 "11-2-13 __t__. 3X7 3X10 2 . 5X4 2X4 1-6-0 0-4-0 6-6-0 6-0-0 5-0-0 17-6-0 OVER 2 SUPPORTS R=17681 W= 3.50" R=1567/ W= 3.50' PLT. TYP.-ALPINE SEON-- 32080 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0.3750 ALPINE fWGIIEEFED PNODIICTs. NIC. TtI�SEs 1EWIFE Ex]RENE CAIS DESIGN CRIT:TPI AEF X*IMPORT ANT X x S1tALL ION Be sE9PDIsTOLE FON AWY WARNING IN IWtOI TNG. EIECIIM AMw l C DEVIATION FROM THIS DESIGN ON TIIESE SPECIFICATIONS. ON AI/Y ONACING. SEE INE-GI DY TPI. SEE THIS OESION ''� %US L fF� ' TC LL 30 .0 PSF DATE 06/03/92 1 ��LMES fAILUNE 10 WILD Ulf ]HUES IN C"QNNANCE WITH 051"SY IPI FON A00IIIITIAL 6KCM PEMANE111 611ACIAG NE � ........... ALPINE CONNECTORS AAE WADE OF YOGA EALV. STEEL MEETING ASTW WINEFEHIS. LELESS OTHERWISE INOICAIED. TOP /** %I TC DL 7 .0 PSF ORWG A446 i11 A EXCEPT AS IDiFO. APPLY COINECIONS 10 EACII FACE OF CIgfE1 S11A11 BE LATEILALLY SNACEO KIM PNOPEAj i'"01 it BC DL LUMBER 10 .0 PSF -ENG IRL65 US)LOA-ESS OItiMISE LOCATED ON THIS OES16N. POSITION LY ATIACIED PL YW00D SYEalttlf4, f1DItON O I CONECTUNS PFA DRAWINGS 150. 100 5 ]SOA-F. DESIGN STAwANOS WITH PWWMY Al MD"RIGIO CEILING — >E , r TOT.LD. 47 .O PSF 0/A LEN. 1 7-6-0 GOWfOfM W/APPLICAOLE PROVISIONS Of NOS S IPI. AN fNGIEfA'S ALPINE IIQNICAL UI11AIE 17/l/GU FOR PIWPER:, �'(Os10r', 4 . AEA. DW WITS OIUWING ANLIEE 10 IIT C&*ft"NI OfPICIfu IERE a+YWALL AN'LICA1101/ FuNISH A CGPY DF 111Is Y, Aa DUR.FAC. 1 . 33 PITCH 7 .0/12 ul uar. Mu SIIAIL IWFI W: N1ELICO 11.111 1W Un ONTWT WAY. UYSINW 10 111E 111193 EHCCII144 CNTIw.L1W1. I NOIRE +� -IPI TFk)SS MATE 111511IUTE. 1x15 - 1991 NATINw OfSlO1N SPECIFICATION FDA w000 CatslTxlclj a •eull�' SEI BACK 6 6" TYPE ,JOB, TS 5-- 039 Tjo 11119 )WG. P _ 1 F OAS 6M. SONS) SU Y JEJUSS MFfl TOP CHORD 2x4 SO. PI14E #2 N TC X-LOC L-R: 0.00 4.48 8.54 10.46 13.85 17.21 001 CHORD 2X4 SO. PINE 02 14 WEDS 2X4 SO. PINE i3 BC X-LOC L-R: 0.00 1.65 8.65 10.35 17.21 NO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. UPLIFT : 5400 410 BAG LOC: 1. 6. 17' 6' ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WINO SEE DAWGS, 130 S 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. SPEED-110 MPH. MEAN HGT-22.7 FT. Enclosed. (SBC) ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. NOTE: 2X4 13 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING 0 24" MAX. O.C. REQUIRED. ATTACH WITH 2-16d NAILS. BRACING IS NOT AEOUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 4X4 4X4 3X4 7.00 7.00 3X4 9 . 5X3 2 X 50 (A 9) 1-2-13 _jL 2 . 5X4 2 . 5X4 2 . 5X4 � 2 . 5X4 1-6-0 0-4-0 B-6-0 2-0-0 7-0-0 17-6-0 OVER 2 SUPPORTS A=11080 W= 3.50" R=916# W= 3.50" PLT. TYP.-ALPINE SEAN-- 320B4 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE a 0.3750 ALPINE ENGINEERED PRoDUCTS. INC. TRUSSES REQUIRECM EE EXIAE1E CE :•••��I:a1 DESIGN CRIT:TPI REF XXIMPORTANT** SIAALL NON NE RESPUNSIBLE fall"" WARNING IN IwaL1NG. EREC]ION AND pus LE l�'' GEVIAIION FRp1 IVIS DESIGN OR IIEGE SPECIFICAIIGM. GR AM 0"1116. BEE HIO-91 BY IPI. SEE THIS LESION - �f al's TC LL 30 .0 PSF GATE 06/03/92 H O L ME S FAILURE TO BUILD 11E ]RUBS IN CDNFOINAICE NII"GS1OB BY IPI FDR ADDITIONAL SKCIAL PEfkmgN1 BRACING RE , r ~ ALPINE cONNECT0% ARE MADE DF 20GA BALM. cIFEL MEETING ASIN GUIRENENTS. LUSSS DRERNISE INDICATED. topx.1606 TC OL 7 .0 PSF DRWG A446 6R A EXCEPT AS NOTED. APPLY COIIECIORS TO EACH FACE Of g10010 BNALL BE LATERALLY BRACED 191111 PROPER T , LUMBER NIBS AND wEESS 01E1W351 LOCATED ON TNIS DESIGK POSITION LV ATIAC/E0 PLVMDOG SIEARNNG. SCOTIA/cl&= n BC OL 10 .0 PSF -ENG ro44ECIUM PER Of"WINGB 130. 100 c 1c0A-f. DESIGN SIANUARDS WIM PROPERLY ATIACIEO RIGID CEILING -- SEE � fipRlo�. a' TOT.LD. 47 .0 PSF 0/A LEN. 17-6-0 Cw(ONM W/APPLICAINE PNtWIS]ONS Of NOS C 1P1. Al EIIGINEER'S ALPINE I[Q NICAL U AAFE 17/1/611 fOR PROPER 54u w 11115 DRAWING APKIIS 10 I1E CONPVlAeN1 OEP]CIEU]CRE O1WWu.L ANi1CATlw.. FLAN15.t A COPT Of 11.15 "t1t't.l•,NOII4EE-��' . 011(1.FAC. 1 . 33 PITCH 7 . 0 12 IN wN.I. Ab 511NL NYI 0L RELIED wt. all ANl LININ WAT. [&SIGH 10 II.E 11NL55 ENECIM4 Cw.1l Clw1. ...a•��• I -tPt - 1111 r.:r.t•u rl msl Tlu lF rer•:. - rvn, srinr ir.n r+, 01111 ,n.r.,,I- r+('PC 1NG `'•1 (1" {v IF 10 IS 5?- 0 T H S G PA ► FROM COMPII PU A S & IM.NS ONS SO Y TRUSS MFR TOP CHORD 2X4 SO. PINE i'2 N TC X-LOC L-R: 0.00 5.34 9.50 13.00 17.21 001 CHORD 2X4 SO. PINE 02 14 WEBS 2X4 SO. PINE 03 BC X-LOC L-R: 0.00 1.65 9.50 17.21 NO WANE, KNOTS. SKIPS OR OTHER DEFECTS SMALL OCCUR IN PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. UPLIFT : 550f 410/ BAG LOC: 1' 6' 17' 6' ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SEE DRWGS. 730 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. SPEED-110 MPH. MEAN HGT=23.0 FT. Enclosed. (SBC) ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. NOTE: 2X4 /3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING 0 24' MAX. O.C. REQUIRED. ATTACH WITH 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 4X4 3X4 3X4 9 . 5X3 7.00 7.00 2X5 (A J) Q � 1-2-13 3X6 2 . 5X4 _ 2 . 5X4 f-6-0 0-4-0 9-6-0 8-0-0 17-6-0 OVER 2 SUPPORTS R=11911 W= 3.50' R=919/ W= 3.50' PLT. TYP.-ALPINE SEON-- 32079 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0.3750 ALP11E EN011EEIE0 FiWXN1CTs. INC. TIMMS fEDUUE EXl1E1E CAME -,:•••��q• DESIGN CAIT:TPI REF x*IMPORT ANT xx a.-u mai OE RESP01/SIOLE fm Am*WARNING 1w 11AIXILIra. Emma. Ala ��`US !FE�' DEVIA11011 FROM 1115 DESIGN OSI DESE SPECIf1CAIJOUS. Oft AIIY 81"Ila, WE 116-01 BY TPI. SEE 11115 OESIS14 � +\J` TC LL 30 .0 PSF DATE 06/03/92 HOL_MES FAILURE BUILD big AILS& 114 COWDIOLNCE WIIII 061611 BY IPI FOR AIIO111UIIAL SPECIAL PCFMIAIEHI fw1ACINO HE • '�`/w ALPINE C0"CING ARE NIDE Of 200A GALY. STEEL ICE 1114 ASIN UUINEIIEHIS. LESS Ol1ERMISE IIDICATCD. IOP r(/`(/^/.,\!11 it TC OL .0 PSF ORWG A446 OR A EXCEPT AS NOTED. APPLY C01"CIORG 10 EACH FACE Of C110fll SHALL BE LATERALLY DRACEP WITH PROPER ' BC DL 10 .0 LUMBER NLASS A1d1 NIES6 OTHERWISE LOCATED 011 INIS DESIGIL POSITION LY ATIACIED PLYW000 SIEATIMIS. 0011014 worn CI 1 f r EPSF -ENG L["ECIURS PER fMIAWING6 ISO, 150 S PGOA-F. DESION SIAMARDS WAIT PFW)KMY AT1ACb"MID CEILING-- SEE Fipplo�:•a'A TOT.LO. 47 .0 PSF O/A LEN. 17-6-0 C6iORW WAfPLICABLE PROYlS IONS Of NOS i 1P1. AN EHOI/EER'S ALPIAE lEp IRIDAL lP[MTE 011F0/1 fuR PNOIYI •III ... fQ``J 51"L Lit 1111512UWN.C. APPLIES 10 lit CDNI•al"I DEPICIEU HE/E orIYWALL A14tICATID11. fL4E115HI CWT OF IMS HQ1WL OUR.FAC. 1 . 33 PITCH 7 II U111. A.41!AAAI NUI bl FILL IfU li'a11 IM ANI OHI(1/MAY. UES1O1 la I. muss EIECII/M1 Ca1IluClaH. ....... .-IPI - DTIC, 1.1 Alf 111!❑II'M IYP1 - 14111 IU.I"". 11 .A", " 11'1-11—fun ulKl1,fbv'Inu'1nv 1 n�1 IPl(i ^q n•• Job T�. r WG PAH 110M CUMPOTER INPOTOA S G 01MUNSIONS) S I M RUBS F TOP CHORD 2x4 SO. PINE 02 N TC X-LOC L-R: 0.00 5.65 10.87 16.75 BOT CHORD 2x4 SO PINE 02 N WEDS 2x4 SO. PINE 13 BC X-LOC L-R: 0.00 1.65 10.98 16.75 NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. UPLIFT : 4BOi 4901 BAG LOC: 1' 6" 17' 1. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SEE DAWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. SPEED-110 MPH. MEAN H61-23.3 FT. EncloseU. (SOC) END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. NOTE: 2X4 03 HEN-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 24" MAX. O.C. REQUIRED. ATTACH WITH ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (A) 1X4 "T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH Bd NAILS @ 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY 4 X 8 ERECTION CONTRACTOR. 1 . 5X3 2 7.00 3X4 6-8-2 (A 2x5 (A 1) 2 . 5X4 2 . 5X4 - 2 . 5X4 1-6-0 0-4-0 10-10-0 6-2-8 17-0-8 OVER 2 SUPPORTS R=11680 W= 3.50" H=8941 W= 3.50" PLT . TYP.-ALPINE SEON-- 32069 FURNISH A COPY OF TRIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0.3750 ALP11E ENSIIEEIEO KWDUCIS• INC1It156ES JWQUliE EXIIIENE CARE .,:••,•1::j1j' DESIGN CRI T:TPI REF XXIMPORTANTNX 911ALL 101 BE mwo SIYLE FON ANY WARNING IN 1AAIOLIMG. EIECTION AND r,�US L(�Lp',. . .. . OEYIA IICN MUMM35I6 IE51SM OR HESE EPEC/F ICAII($S. aN ANY BFMCIMG. SEE 11111-01 OY iPl. SEE 11115 OESIWI � .•......... �J' y TC LL 30.0 PSF DATE 06/03/92 HOLMES I&It URE 10 BUILD 11E MUSS 1N LOW61190110E YIIH 06168 BY TPI FOR A00111014U SPECIAL PE161Af1EM1 DRACII16 RE ALPINE C01"CICNS ARE 11AOf OF 20GA 6ALr. $1EE1.IEEIIIAS ASI$ OUIREMEMIS. UNLESS 011ERWISE INDICATED. IOP i. ,J TC DL 7 .0 PSF DRWG AIRS 611 L ESCLPI AS IIDT£0. APPLY C IOECI0f15 10 EACH FACE 111 CI10110 SILALL BE LATERALLY WACEO 1111t1 OfWPEN BC DL 10 0 PSF -ENG (]('F�ER Ifk&S AM Lt"55 OfiEAWISE LOCAIEO w TATS DESIOK POSITION Lr Aii/C1E0 PLY100a S/EAIN/1G• BOIIW Glow �n 1 A � LUMBER cuif"am PEN D1ua11t4Q% 1SQ 150 6 16D1.-f. IESIGN SYANDAISIS Mi111 P110Ki%.V A11ALlEO 81611)CEILING -- SEE � .'FL LQF.•Q• �; oA TOT.LO. 47 .0 PSF 0/A LEN. 17-0-8 C6FOfM N/A1'FiICA1EE PWIYIslwS OF MBs 6 TPI. AM tWI/fE$'5 ALP1W ]COVICAL UYLAIE 41/1/911 FOR PMOPtN "11,1' 4! ......SE-L ON N115 DN/.I11NIG A19'L lis to Im COIIPumll, OEPICIED Ilia[ I$1Y$ALL APIiICAtiw. FU"1191 A COPT OF ,INS DUH.F Ac. 1 . 33 P T T Cli 7 . 0 12 it.IA11 V. •III 5114L NUI 01 NCL Iftl WIN- IN AIA OII[$$Ar. 1E5116"1 14 lit Ifluss toficlI",CD1.11N.0 101/. . u•t _ ttor.:.w.li ua.ltum ."r, w. v.nrr+.. n. .n,. ..•inn.tnnnn. .n.n• ., u,....,.. ;{•,1( Ihl(i ��$ Cl" �vtt TS 52-103q- T19 Tf S W P PA FROM COMPIJT R P l OA S 6 IJS O S SU M TT ) Y TRUSS MF F.N(TO P CHORD 2X4 SO. PINE 02 N TC X-LOC L-R: 0.00 6.65 12.87 16.75 1 CHORD 2X4 SO. PINE 02 N WEBS 2X4 SO. PINE 413 DC X-LOC L-R: 0.00 1.65 12.98 16.75 WANE, KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. UPLIFT : 46041 5300 BRG LOC: 1. 6" 17. 1" ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. SPEED-110 MPH. MEAN HGT-23.9 FT. Enclosed. (SBC) ENO VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. NOTE: 2X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 24" MAX. O.C. REQUIRED. ATTACH WITH ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. 2-16d NAILS. BRACING IS NOT REOUTAED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (A) 1X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH Bd NAILS @ 6" U.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 4X8 1 .5X3 2 7.00 2 . 5X4 7-10-2 (A) 2X5 (A 1) A) 2 . 5X4 2 . 5X4 2 . 5X4 1-6-0 0-4-0 12-10-0 4-2-6 17-0-6 OVER 2 SUPPORTS R=1174# W= 3.50" A=0980 W- 3.50" PLT. TYP.-ALPINE SEON-- 32090 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE 0.2500 RAPHE ENGINEERED F#WMxlS. INC. UUMS DEDUIIE EAOIEIIE CAIS pG.•••�i�lil'E DESIGN CRIT:TPI REF xxIWORTAN71lx SIULL wl rE IEwwai&LE Fal ANY WARNING IN uvaLlla. EIECi1a1 ANI) DESIGN if C DEVIAtNOE N1 FHUk IRIS 316N alt IIES'E 5KCiFICATION5. OR Alp UOACiWG. SEE 1610-51 I/Y IPI. SEE IRIS gwsl[fl F� ~ •'•., TC Ll_ 30 .0 PSF DATE 06/U 7/ 2 HOLMES FAILURE 10 NUILD 11t I/MS& IN CI"0964AWC W1111 OSI"61 IPI FOR AD011101"L SPECIAL PEIMufNI &RACING IE ALPIIE COWECIOOS ANE MAGE Df 2ODA SAL&. $]EEL KEIIw ASO# OUIIENENIS. L&EESS 011ENMISE INUICAlEO. IOP & S60i ';� TC DL _/ .O PSF pFlWG A446 ON A EMCEPI AS HOED. Il4YT COINECILYIS 10 EAGI FACE Of CIIOND ONW1 BE L4iE11ALLY 111"ED MINI PNGP[N j 1 J BC DL •0 PSF -ENG I"5 NaD LALESS 011ENWISE LOCAIEO IE1 IVIS OESIGII. MSIIIai Lt AIIACIED PLYWOOD SIfANNNG. &DIIGN CAD IEI EI LUMBER CONECIONS FEN DRAWINGS 150. IOD S /SGA-F DESIGN SIANDARDU WHIR PIWPEIEY AITAGEO NIGID CEILING-- 5ff % o .FEQp1p�.'a'_ TOT.LO. 47 ,0 PSF 0/A LEN. 17-0-8 CalfalN W/APPLICAIN.E PAUVI5111NS of FOS S IPI. AN E11G11"ll'S ALPINE IEGNIC.LL 4AIMIC 11/1/tali fall PNOPEO •1111• ..••'�Q. SEAL ON II613 alUWIIIa APPLIES IO RIE 1:UMPLIEN1 DEPICIED IEIt O1IYWALL A"i ICA111N. FL&Nlal A GN•I OF IN IM • NQINE .� OUA.FAC. 1 . 33 PITCH 7 ._)T1 12 IN IAA 1 AI41 NWl Will of 1•tl IES tWoN IN AIN GNC# Al.WGISN.I/ 10 liE IIN55 fltcll/W.CONINA[lu1t. ......•y I1•I • 11 u!i`•11 It IN'.I null 141': - 1901 11aiNMP. NI•.ILU•:IY Ctl 11'A111Y11r1l, uW1V 1' ."....¢'np./ •�Fv,l'I I w •9 n 0 52-1039 T 14 THIS QW6. P1jFPAfjFPFROM S U Y TR USS MFR 10 TORO 2x4 SO. PINE 01 N. EXCEPT AS SHOWN TC X-LOC L-R: 0.00 7.65 14.87 16.75 801 CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. P114E #3 OC X-LOC L-R: 0.00 1.65 7.65 16.75 : TI-2X4 SO. PINE 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 430# 500# NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN DRG LOC: 1' 6` 17' 1` THE PLATE CONTACT AREA ON SCARFED AREA OF WEB MEMBERS. UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED-10 MPH. MEAN H61=24.5 FT. Enclosed. (SBC) ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. NOTE: 2X4 03 HEN-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING 0 24` MAX. D.C. REQUIRED. ATTACH WITH ENO VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE, 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (A) IX4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH Od NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 5X4 2X4 7.00 3X6 9-0-2 A) (A) 2x5 (A I) A) 3X5 2 . 5X4 2 . 5X4- 1-6-0 0-4-0 I 14-10-02-2-8 17-0-8 OVER 2 SUPPORTS R=1180# H= 3.50` R=903# W= 3.50" PLT. TYP.-ALPINE SEON-- 32091 FURNISf1 A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE e 0.2500 ALPINE ENGINEERED PFIODMTS. INC. I"KS REQUIRE EXFRENE CAM ...•ft:,I.. DESIGN CRIT:TPI REF XXIMPORTANIXx BIIALL NOT BE RESPoRs1BLE Fm ANY WARNING IN 11ANBLIIG. ERECTION AND f \OS lfF,li' `/ c OEVIAIION FROM THIS DESIGN m HESE 6PECIFICAII". m ANY BRACING. SEE NIB-OI SY IN. SEE IVIS OESIGN .•••••".•..,J, '•, TC LL 30 .0 PSF DATE 06/03/92 HOLMES fAILURE 10 BUILD THE I"S IN CMFOIWAICE YIIH GSIBB BY IPI FOR AOGITIONAL SPECIAL PEfWAAENT BRACING Nc ALP111E CON ICIORS ARE NABS Of 20" ITALY. STEEL NEEIING ASIN oUIRENENIS. UIESS 011EAMISE ItOICA7E0. IOP i 0.Ob00 TC DL 7 .0 PSF ORWG AAAG m A EXCEPT AS NOTED. APPLY CUHECIORS 10 EACH FACE Of 01010 BOLL BE LATERALLY MAUD 0111/PfOPETI IN." AND W.ESS OItEN115E LOCATED p1 1NiG OESIFNL POSITION lY AilAC1ED PLY,OOD G1EAI1NtG, 10fION C"""DF ► .t B(. DL O O PSF -ENG LUMBER CONE01" Wil"PEN DxlNGS 13SO 0. RE 160A-f. DESIGN STANDARDS WITH PROPERLY ATTACIED RIGID CEILING -- SEEf(OpTOY / TOT.LD. 47 .0 PSF O/A LEN. 17-0-B C1rOO1W N/Ai'PLICABNS LE fYOVISIOOf NIS G IPI. AN ENGINEER'S ALPINE TEp111CAL UIVATE I7/1/91I fm P/IOPfR t11 ............14., 5L o4 1u 11115 /AIANIIG ",%A SEF, 10 TIE CONPpfNI OEPICIEO IE" URYxALL AP1'LICA11011 FNWISItA CUPI Of 111194G►11EE Ol1R.FAC. 1 . 33 PITCH 7 , 1[ Ill un r. ur, :A INA NUI W NA,It"14— IN A1IT 1111111 NAV. IIE9IUN 10 Iflf IIA19S L1ECtl01 t:w,l 1,C11M1. 1,•,•••••...VV .- n•1 - Our.:e:In AN ulsl nlnl 10'. In+.l u.l.txul nl•:uul enlcu leA mw1nn etxu,rn....n",.Inu. `.11n( Id(i ;t•► O `'1V- JOB: TS 5" - 03 1 I j-, T"15 QWG. PflfPAoFD FROM COMPUT R INPUT OA S V. DIMFNS1014S) SUDHITTLO 13Y TRUSS MFR TOP CHOAD 2x4 SO. PINE 12 N TC X-LOC L-R: 0.00 5.89 11.32 16.75 801 CHORD 2X4 SO. PINE 12 N WEDS 2X4 SO. PINE 13 DC X-LOC L-R: 0.00 1.65 11 .32 16.75 NO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN PROVIDE UPLIFT CONNECTIONS AT HEARINGS AS INDICATED. THE PLATE CONIACT AREA OR SCARFED AREA OF WEB MEMBERS. UPLIFT : 4001 6900 BAG LOC: 1. 6' 17' 1' ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. UPLIFT BASED ON 10.0 PSF TOIAL DEAD LOAD. WINO SEE DRWGS. 130 G 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. SPEED-110 MPH. MEAN HGT=25.1 FT. Enclosed. (50C) END VERTICAL MAY NO] BE EXPOSED TO WIND PRESSURE. NOTE: 2X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING 0 24' MAX. D.C. REQUIRED. ATTACH WITH ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. 2-16d NAILS, BRACING IS NOT REQUIRED IF A RIGID CEILING 15 ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATIACHEO AT BOTIi EROS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (A) IX4 'T' BRACE. SANE GRADE AS WEB MEMBER. ATTACH WITH Od N V0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTI�dONTRACTOR. 2 . 5X4 5X4 (A) 10-3-9 (A) 2X5 (A 91 fu 2 . 5X4 2 . 5X4 2 . 5X4 1-6-0 0-4-0 17-0-8 OVER 2 SUPPORTS A=11861 W- 3.50' R=9001' W- 3.50' PLT . TYP.-ALPINE SEON-- 32095 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE 0.2500 ALP/1E fNBIlEfI1ED PTDWlC16. INC. IfluSSEi rEau111E EXTREME CNE -...••�l�r�li'(j.�1 DESIGN.CRIT:TPI REF XXIMPORTANTKK u,,u NOT SE i1E 51 NWLS TYLE FO(1 ANY WARNING IN IWaLINO, mc110N Aw ` %%Is LFII, 1, DEVIATION FNOM THIS DESISM O1 MESE SPECIFICATIONS. an ANY BflACIIAT. SEE NI8-91 By TPI. SEE THIS IE51614 �Ir 1', TC LL 30 .0 PSF DATE 06/U3/ 22 HOLMES FAILUME 10 WILD lit TFWbS IN CONFDF11 " Will/DST"BY IPF FOR ADDITIONAL SPECIAL PEIiWEHI BflACINO BE ..6601 ALPINE CO1"CTOM AME MADE OF 2WA SALV. STEEL 11EEIINS A11106OUIMENENIS. U41-ESS OTIEWISE INDICATED. IDP F S� TC OL 10.0 1-7 .0 PSF ORWG A446 Sh A EXLEPI AS HOIED. AFPLY CDMECIMS; 10 EACH FACE OF C110Ia GWULE BE LATERAUI BRACED WIH/P110PEfl BC DL 1 O.O PSF -ENG 1 (� TM1181 Ara DNLE5S ONIEWISE LOCATED W THIS DESIGN, POSITION LV ATIACIED PLYWOOD SIEAIRINS. BOI141 OIOID nAk 1 �_' ' LUMDEI� C11ONAE Tom TSO OA-Ik" 130, 160 t ISOA-F DESIGN SIMDAIDS W1T11 PFWPE/1LY ATIACIEU MIoO CEILI"O -• SEE � 4ORtuv�v ? TOT.LU. 47 .0 PSF 0/A LEN. 17-0-8 COIFO1N W/AMIEMWE WIDY1510N5 OF HOS E 1PI. All ENOIIEER'S ALPINE FEC111ECAL UPOAIE 17/1/411 FOH PROPER !/1 ., DEAL OI IH11 DRAWIHO APPLIES ID 11E CO+PLVENI OEPTCIEO IEN1 ONYWALL APIITCA1141. FU11111511 A CO'T OF 1,115 • GINti pt111.FAC. 9 33 PI TCFf 7 .0/ 12 IN IN4 T. AIIU 91,11 Hill OL /IELIEU UPON, IN ,IIT DII E/I MAT. 11E 51 U, ID 71t Ir1U5�EIECf I/M1 CtA1F11aC I/Al. .I,,.Iy I f I �r ��_ 0 0Q Ftt(r C C Y.-t-OC ym 1 -R QQ t 65 '1?�04 P Pp 1 Pj 1C pG t`P' Q ----' 7A PIi it 9.OA to 20 P1 t S t G UC G1 et - 0.0 to 1 0 PI t at t 9.50 pt 0 U(C Frog- ?0 PI�t at e/9 a0 ¢toad N UC Fcoo 990# Cpnc 3 t2 0C 1� g0 NE i3 ALL QCC NUEpS' pC �2XA PINE tZ P C aAQ 2Xa �o. pltdE FEC15 gN WEU t1E 1Cp1E0. p1HER pE AP.N pFSE p15. 5K p ON OVA 55 plti�OCp110N OE1p14$ WEUS IP6 ON SCpftFEU 1tiE tE CpN1A CEt jEo.0 pNF�FOH p4p1E Ate ,r'ss ij0 & j6Q1160 5EE AX5 '1X3 06 i3 3X5 2 ,SXA 06 3XA R=i5p6 5 � °6/°3g 2 REv 15.6 5XA tPY pN GONIRpCS pR pESIpN GR130 ,° p5F pQw 0 9 pVE 11 .-t>�I tG G 17-° NE�'IpN I EP i r `�g IEEs''�,, 1C 01 1° ° p9F p/p SEN ° j2 516k4+ Y A' 1N1 s alae crla+ , ��'� pt .-- TCN ssacs C A? 3.60 A GpPY G iM +"'�, .stf lµ16 iM6 a `s U 10 3 P 101 FAG 9� 3pFtpvF R- p9� 11L1T�� 1s�i roi+ do►"p'/{raui ul\rlw/ o rtta �+ ft oa{o: ' pUN tJC 5F F EpN. 32 N,p11E Sc tf r+1P1 Cut% �NiS. t►1tA+1'1-J uw p01104 \/,1 0 •��'\� NQiN�E._�; `� �p AF.I 5 -F wt.%x Www USIO -N PN PVA' Sk %1-1 A { tE .'y �t M wa F:1of . P4 R FOP t.....{� 1YP 'ALPIN 1�AF'°µ,R,�uk ots%c�saNr`�"o`„F, r— S1E 10 EitN pFpSt y�11N 113,00 A ,+[GY �f�j�llt+l A\�I yc pN'd5 P�1 pEvti11a11O 011t.�'tit +ypE of {�filEcrcF+4otfiiF ufJ AL f All �tPNS' f. " -Hifi 1OM Sl E 'tohl! �t\tVg9 t FMS\1M t�t WPtMt S�ttpr NENMISF'40 00 C. IfOF G, 5 wFJ)t� PE91/M+lO \p1 FM' 1 110 ,,,,•�� ►,�6�O U,-tsStyy.YitMiiS t MUMS ofOIPI►ENl {P N''\ g1C./1 SM�if. t- N CA fipplt�6 lE `\t0 tru" 1 tt,AOE- to _ N\� IO IS 0"9 T 7 t 9 )Wf PA 1 OM CO P l INPUT -OADS 6 S O S S 1 Y TIIUSS R TOP CHORD 2X4 SO. PINE 12 N TC X-LOC L-R: 0.00 5.90 11.54 16.75 BOT CHORD 2X4 SO. PINE 12 N WEBS 2X4 SO. PINE 13 BC X-LOC L-R: 0.00 1.65 11.65 16.75 NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. UPLIFT : 4700 500! BRG LOC: 1' 6' 17' 1" ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. UPLIFT BASED ON 10,0 PSF TOTAL DEAD LOAD. WIND SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. SPEED-110 MPH. MEAN HGI-23.5 FT. Enclosed. (SBC) END VERTICAL MAY NO] BE EXPOSED TO WINO PRESSURE. NOTE: 2X4 13 HEW-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 24" MAX. D.C. REDUIRED. ATTACH WITH ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 4X8 (A) 1Bd NAILSR@CE.6' D.C. ,gGpRACD�ENASMATERIIAL TO BEA WEB MEMBER. ASUPPLIEDTTTACH BY ERECTION CONTRACTOR. ] - Tj 7.00 3X4 7-0-13 (A 2X5 (A ) 2 . 5X4 2 . 5X4 2 . 5X4 1-6-0 0-4-0 11-6-0 5-6-8 17-0-8 OVER 2 SUPPORTS R=11700 W= 3.50" R=895# W= 3.50` PLT. TYP.-ALPINE SEON-- 32099 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE 0.3750 ALPINE ENSINEEREO PIMMIS, ItC. IRUSSES REQUIRE EXIIENE CAFE ;,;.•��:q,• DESIGN CRIT:TPI REF XXIMPORTANT Xx sNA" N01 ell wsE'OI utt FON ANI WARNING titIWE1l.tN0. ENECtIW an `US tF �' GMAUOw FROM RIIS DESIGN OR MESE SPECIfICAIJONS. OR ANE BIIACINF, SEE 1118-91 BY IPI. SEE THIS D[BIFtI �' FJ' ', TC LL 30 . 0 PSF DATE 06/03/92 HOL ME S fA1LU E 10 BUILD THE If"$ IN CONFOFYOM dCE NI051"GY SPI FOR A00111011AL SPECIAL PE(YWENI GRACINRE G ~• ~�I ALPINE CON/ECIORG ARE NAOE OF 20"GALY. STEEL MEETING ASIN OUINEN &G ENIS. A.ESG OU&SWISE INDICATED, IOP „� TC DL 7 .0 PSF ORWG .., A44E SR A EXCEPT AS NOTED. APPLY CONECIMS 10 EACH FACE OF CIDID 611”BE LATERALLY BRACED MINI 1410KIt s BC DL 10 .0 PSF -ENG TRUSS ANO&KESS GlNf RISE LOCAIED ON 11115 OESIWL POSI/ION Lt ATIAC1ED PLTN000 WEA11/1m. GO/IOM CHORD LUMBER CONECIORS PER I)RANIAXi5 130, 100 c ISO.-F. OE:ION STANDARDS MI Iii fT101ERY AilAC1ED 87010 CEILING— SEE S10 `FOAtO�,p`(�a'= TOT .LD. 47 .0 PSF O/A LEN. 17-0-8 CONFU M M/APPLICANLE PFIGVISIOEI5 OF NUS S TPA. AN EMOINEER'S ALPINE ICOEHCAL t0.OAlf 17/1/011 FON PFOKft \. '. \`~_- SEAI LN 11115 ON.ViNf: APPLIE5 111 fill CONPONEN1 DEPICIEO]ENE ORVWALL APNACA110N. ft/RISA A Corr " EINs '�GINEf" r OUR.FAC. 1 . 33 PITCH 7 0 12 IN 1111_ Aro 5N4t IUri Nt I41110 I/'4r IN ANY 01rtN NAV. 1K5IG1 10 fit NW55 E1NC111Nr C/Irrl—CIl/1. I,sr1„ -- ...IPI a„a.Pr.11 usnnn m. , r r,�nrnr.� ' n .",rNr-1..f.,' Innrnoo nr-n•,-r „ '�f14('1N(; "'9 (1” TYI'r. 10 S moi"- 0. 9 I I R THIS QW6. PfILPAFIEf) FROM COMPUTER INPUT OA SS S f 1 T Y TIJUSS MFfi TOP CHORD 2X4 SO. PINE /2 N TC X-LOC L-R: 0.00 6.90 13.54 16.75 1307 CHORD 2X4 S0. PINE 12 N WEDS 2X4 SO. PINE 03 DC X-LOC L-R: 0.00 1.65 13.65 16.75 NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. UPLIFT : 4501 5501 BAG LOC: 1' 6- 17' 1" ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD, WIND SEE DRWGS. 130 6 16o/160A-F FOR TY11. PLATE LOCATION DETAILS. SPEED-110 MPH. MEAN IH61=24.1 FT. Enclosed. (SOC) END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. NOTE: 2X4 13 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 24" MAX. D.C. REQUIRED. ATTACH WITH ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACIOR. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH Bd NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 4X8 2X4 7.00 2 . 5X4 (A! (A) 6-2-13 (A) A) 2X5 (A 1) A) 3X4 2 . 5X4 2 . 5X4 1-6-0 0-4-0 13-6-0 3-6-6 17-0-8 OVER 2 SUPPORTS R=1176/ W= 3.50" A=9001 W= 3.50" PLT. TYP.-ALPINE SEON-- 32100 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE 0.2500 ALPINE E0111WERED "IDDLIC11. 1NC. TIW/65ES 1EDOI1IE EAIR£HE CARE �- •E�:lll• DESIGN CATT:TPI AEF *+(I MPORT ANT K 514u IDT EE NESPOIfSIlWE FaW ANY WARNING IN 141E1IID, EIIECI IW AID ��V$ t E�t�1 DEVIAIIW FIIW MIS M111WN OR THESE SPECIFICAIIDNS. /WI ANT 011AC19D, SEE HIS-91 8Y TPI. 6" THIS OE519N .........••-•.tis TC LL 30 .0 PSF DATE 06/03/92 HOLMES FAILURE lG GI/ILD 11E TRUSS 1N C011FORNAACE Wilil 051"ST IPi fOR ADDITIONAL SPECIAL PERNAWNi IIHACINO BE 4 ALPINE COMICIaai ARE 140E OF 2WA GALP, STEEL NESTING ASIw OOIREAENIS. NaESS a11ERWISE INDICATED, IOP H•1�t/h = TC DL 7 .0 PSF DAWG LAAOGN A EWCEPI AS 1DlIa. APPLY cOM1EC{ON6 10 EACH fACE Of C1101111 Sit"BE LATERALLY a14CED With f4WPEH ' I .f ©C DL 10 .0 PSF -ENG INNS AND LTE.ESS aH1EFWiSW E LOCAIEO 11416 DESIGN. POSITION LY Af7AC1ED PLYWOOD 51EA111116. 111011101106, W/ OIIC/ 10 n r LUMBER cDMEc10Ri PEN D4WINGS ISO. S l6GA-f. DESIat SIAMAMS WITHPf10PElZY AIIADEII RIaIO CEILING-- SEE � ftpgTOF.'Q TOT .LD. 47 .0 PSF 0/A LEN. 17-0-a LafORN WANiILADLE PHWYISIWS Of NDS 6 1P1. AN ENGIIEEN'S A1.PIW Tfa WICAL LAII4lf 17/I/YII !W PNWIPEN "I,, 1 �J SEM, al IVIS 061AMING APPLIES 10 INE CONPOENI OEPICIED IEfl1 014YNALL MV ICATIfi1 FUH111A1A COPY OF 14411H f 1 ti01NE DUA.FAC. 1 . 33 PITCH 7 -0/ 12 IN 1u0.1. MU SHALL f101 W lift It II If•Ill/ IN MOW D11deN 11A1. 0[SiW 10 Wide /Nu55 I IC/10111:0111 NAC 1/YI. 1.11 .1 1 - 1i•1`:`:{1 11{ 1{1•:11{Ir li rA{•. . 11-1 .11-- - 1,., 11{11 IC-11.1 11- '.1.11.1 1 11 ..1{11 rl 1 I`f/: {.1 0 10 ` WG PPAFfIOM CO MF P TOP CHORD 2X4 SO. PINE 11 N. EXCEPT AS SHOWN TC X-LOC L-R: 0.00 7.90 15.5.1 16.75 1307 Cf10RD 2X4 SO. PINE 12 N WEDS 2X4 SO. PI14E 03 DC X-LOC L-R: 0.00 1.65 7.98 16.75 : If-2X4 SO. P114E 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT 4201 6000 NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN BOG LOC: 1' 6` 17 1' THE PLATE CONTACT AREA OR SCARFED AREA OF WED MEMBERS. UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED-110 MPH. MEAN HGT=24.7 FT. Enclosed. (SBC) ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED, SEE DRWGS, IAO 6 160/i60A-F FOR TYI'. PLATE LOCATION DETAILS. NOTE: 2X4 13 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 24' MAX. D.C. REQUIRED. ATTACH WITH END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH Bd NAS n@ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECT irBEONTRAC TOR. 6X4 IT 16 2 7.00 3X6 9-4-13 A) (A) 2X5 (A 1) A) 4X4 2 . 5-X4 2 . 5X4 1-6-0 0-4-0 15-6-0 -6- 17-0-8 OVER 2 SUPPORTS R=1182# W= 3.50` R=904# W= 3.50' PLT. TYP.-ALPINE SEON-- 32101 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE 0.2500 ALPAW EWGI1EMD PRDDIICFS. INC. II6S S, E61EOGIRE EXTREME CARE .-..••�c:;ll. DESIGN CRIT:TPI REF x x IMPORTANT)(*ovu IMF EE rewomme FON ANE WARNING IM HAI0LIN6. EIIEcI11S, ANG t S�FF�� DEVIATION FROM THIS OESItq 00 IIESE SPECIFICATIONS. 011 ANY DRACING. SEE 1lIS-SI DY IPI. SEE THIS DESIGN •ti f 11.0• TC LL 30 .0 PSF DATE 06/03/92 1OLMECJ FAILURE TD TXIILO Fit l"S IN CONFOINAMf WITH WIGS SY IN Fal A00191014" UIECIAL PERMA,EIN 11"C1110 RE t TC OL 7 .0 PSF ORWG AIPIME CRF WOE OF ONFCIORS ASODA SKY. STEEL NEE11N0 ASTM 01INE1ENI6• IXtESS OUEiMISE INOICAIED• IOP j 6.5606 TC S� A446 6q A EXCEPT AS 110110. APPLE CONNECTORS lO EACH FACE OF CIl01S,NIALL"1.AFERALLF SIUCEO PATI I•f10FEN yA(`('/•'ITT % BC DL 10 .0 PSF -ENG LUMBER MUSS u0 lad-ISS OTHERWISE LOCAIEO ON 16416 OESIOIL POSITION LV AIIACIED PLVWDW StEAMNNs, 90110N CHOW/ C, cE.mECIUNs PER OUW10" 130. 100 t 16OA-F. DES10N STANOAms WITH PROKEILY ATIACAEO RIOIO CEILING -- SEE ` r(00.1o� �Q C4i01.1 W/APPLICAStE IYloYlS1GNS of NDS t 7P1. W ENO1HEEq'5 ALPI,E 1E4NlCAL U/SMTf 17/1/011 i(XI PI101YN 1111j11 "Vat•` r TOT .LD. 47 .0 PSF O/A LEN. 17-O-B FAL fX, Hut,IYIAWIM. APPLIES w LE coN'v"U11 WPICIEU,E,r UJV.A/.L AMP ICAElON. HF.u611 A COPT OP Mus NOINEE 1- ouR.FAc 1 33 P I TCFI 7 0 12 IN f.N r. ♦641 Sr/ALL IWI o1 IlELIF0 N•1A1 it,A„I DATER WAY. oE61fW, IO TIE MUSS El1Ec/101 C[.,N1AC Il>♦1. •• .••�i�, i .--Nv 64n,5s P1,IF 1.15111,111 Ir>< - :vol N.TIM, 01--1, 1IKrIrI",111.1 roll r.•,nl.—u ;(1,C'Tn1r; `'4 (1'• 7 'nr .)p S 5f'-1019 N) THIS WG P A 01 S SU T Y T USS1 FR TOP CHORD 2x4 SO. PINE #2 N TC X-LOC L-R: 0.00 4.65 9.21 BOT Ct1ORO 2x4 SO, PINE 02 N WEBS 2X4 SO. P114E 73 OC X-LOC L-R: 0.00 4.65 9.21 NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. UPLIFT : 4401' 2000 BAG LOC: 4' 6' 9' 6" ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SEE DRWGS. 130 S 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. SPEED-110 MPH. MEAN HGT-23.0 FT. Enclosed. (SBC) ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. NOTE: 2X4 /3 HEN-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING 6 24' MAX. O.C. REQUIRED. ATTACH WIT14 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 1X3 i 7 .00 3X6 5-10-13 2X5 (A 1) 2X4 2 . 5X1 4-6-0----,. 0-4-0 � CNNT 9-6-0 OVER 2 SUPPORTS R=1205/ W= 3.50" A=-55f W= 3.50" PLT. TYP.-ALPINE SEON-- 32102 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE 0.3750 ALPIIE ENGIIEERED P(IDMCIS. IHC. 101SSES TEOUIIE ExtNE{E CAGE -.••�1::,11.1 DESIGN CRIT:TPI RE OLF IEtEIMPORTANTxk 514ALL MOl 9E r1E5PW6ifLE fa/ANr WARNING IN 1W, INO. Ef1EcTla, AMD t'�OS ►F r;N1 .�F DEVIATION FPa{ INNS IIESIBII ON IIESE 6PECIEICA110115. DD AM &PACINO. EEE NIS-BI&V IN. SEE THIS DESIYN TC LL 30.0 PSF PATE 06/03/92 HOLMES fAILURE 10 BUILD THE TIPSS IN COIFOaWtE WIIN DSIBII BY TPl FOR AMIIIONAL SPECIAL PERNAIENI SPACING NE ALPINE CONNECIOM ARE MADE OF ZOGA BALM. STEEL NEETIfO ASIN DUINENENIS. Ul"SS OTIERWISE INOICAIEa IDP t 0 110{ S TC DL 7 .0 PSF DRWG AIRS GN A EXCIPI AC NOTED. APPLY CONECIORS 10 EACP FACE Of CNOIO 9BAL BE LATEIAL.LI &RACED W1111 PROPER i i BC DL O 0 PSF -ENG IFL" All)4LLIS O1,Efu15E LOCATED ON INIS DESIGN. POSITION LY AIIAC/ED f•LVWOOD SIEAT/,llii, BOK/lit QID:a {6 CI 1 LUMBER CWECIOPS PEP DRAWINGS ISS. TOO C ISOA-F. DESIGN SIAIOANOS Wilk PPOKILV ATTACIEO RIOIU CE ball--IEE ►:Ra ,/(pplQ�, 4 TOT.LD. 47 .0 PSF 0/A LEN. 9-6-0 EalaN W/APPLICABLE PROVISIONS Of 105 Y IPI. AN tN01NEEN'S ALPI1! 190061CAL LEIIAIE 17/l/B11 full PRa•EP \Il1•t• •• • ��7_ _ YEA/ IN 11115 f/1AW11A AW'L/LY IO lit C"kPt"Nl DEPIC1ED/1019 IWIVWALL AtiICAIJOk fNNitilt A COPT DF NIIY kaINEE l 1 •1 Dunt=Ac 1 . 33 PIT C1-� 7O/ _ .19. ul t tMl WL IWIIIU UI.1N IN-V U114-11 WAY IJESIU/ IU ill 11"55[1t1:1ltW11.1i116u 11v1_ •'/.•\..1)•, 1 -- - -Nv . Ul.eu:1.1.1( nrun.nD 14.1. - 1nu1 Un unu. ol.1ta.-011'11 P.1u911nu `�tt�l lI1G ' 1 0• -� rn /O 52-1039 9 T DWG, P PAFD FnOM S SlTT USS MF TOP CHORD 2x4 SO. PINE #2 N TC X-LOC L-R: 0.00 3.87 7.00 12. 17 17.33 20.77 24.21 601 CHORD 2X6 SO. PINE #2 WEBS 2X4 SO. PINE 03 OC X-LOC L-R: 0.00 4.01 7.00 12. 17 17.33 20.77 24.21 NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN 2 COMPLETE TRUSSES REQUIRED ;��--t THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MENDERS. FASTEN TOGETHER WITH : 160 NAILS ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. TOP CH ------------------ 16" Q.C. SEE DRUGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. WEDS ------------------ 4' O.C. STAGGERED BOT CH ------------------ B" O.C. ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN NOTE: (1) 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY FOR (2)-160 NAILS IN BOTTOM CHORD ONLY. 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. THIS HIP GIRDER DESIGNED TO CARRY 16' O" HIPSET WITH #1 HIP AT 7' 0" SETBACK FRAMING TO BOTTOM CHORD FROM ONE SIDE. PLATE MONITOR USED, AND 2' 0" SPAN FROM OPPOSITE SIDE FRAMING TO TC/BC SPLIT. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. NOTE: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED BELOW. ANCHORAGE MUST BE CONTINUOUS TO FOUNDATION. UPLIFT : 4500# 31100 ORG LOC: 4'-11 24'-6" UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED-SIO MPH. MEAN I01-23.2 FT. ENCLOSED. (SBC) 6X6 4X6 12 2X4 5X7 4 2 . 5X4 7.00 2X4 7.00 4X6 (A 1) 6-3-7 6X4 6X4 3X6 6X4 4X6 6X6 4-8-o qXq 0-4-0 17-4-0 A7-2-0 24-6-0 OVER 2 SUPPORTS R=5335# W= 3.50' 8=4054# W- 3.50" PLT, TYP.-ALPINE SEON-- 29212 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0. 1250 ALPINE EH071fENE11 n*ucls INC. TRUSSES REQUIRE Eu11ENE CAM DESIGN CRIT:TPI REF *x IMPORTANT)(*%HALL NOT BE RESPONSIRL(FDR Am WARNING IN "MILT k ERECTION ANO '`\ss LE (H ; 1ErlA110H fNON 1HNS DESIGN OR HESE SP[CIFICATIpHS. OR ANY 8f1ACIN6. SEE IIIB-Bi BT TPI. BEE THIS OESIFiN � .. JI TC LL 30 . 0 PSFDATE 06/04/92 H O L ME S FAILUREOD 10 BUILT) INE IMAS IN CWJfOPNANCE WITH 05100 Br 11-1 FOR AI110NAL SPECIAL PEIYA"NT SRACIND RE ALPINE COWECIOr1B ARE NAGE OF 20"SKTE Y. SEL MEETING AS1N WIRUdNTS. L".ESS OIItINTSE INDICATED, TOP F B. TC OL 7 .0 PSF IDRWG I '1�1[� A446 SN A LXCEPT AS NUIEU. APPLY COWNECIORB 10 EACH FACE OF I:IWWID OALL DE LAIENAL.LT WHALED NIM PHOPE/I ♦ s BC DL O o PSF -ENG Lam+'"1()ER I(EFS AND LKESB 01HERWISE LOCATED p, THIS OESHNL POSITION LY ATTACHED KTM000 SIEAIIHNO. UDIIUH ON11S1SE .E C0141EPE CIUM PER DRAWINGS 130. Iso S IBDA-F. DESIGN SIANOAF" WITH PROELY ATTACHED RIGID CEILING -- E % O FlOplpF;•� TUT .LD. Q7 fl PSF 0/A LEN. 24-6-0 C01E0W W/APPLIrMaL PAUVISION5 Of NDS C IPI. AN EN9I/EE8'5 ALPRO INE TLOINICAL L"MlE 17/1/911 to"PPER •!/H,\ ...••�LJ St" IMI 111/s LeAWING Ai-KIES 10 " C/WWpENI LlPTC1E0IEHE JAIV—LL APIiiCAIHDH. IUT115H1 A CUPV (1F 11115 NQINEE. '' OUft.FAC. 1 . 33 PITCH 7 .(1 12 . 1INKY. 111U ]MNL 11.1 WL IW1.110 l (111 IN ANI 0114N WAI IRs NTN TU 11! HW5s fmclI WH L(A41114LI.N. . I � .. 11, 1, , 1:1 I .1 1 i,l irr.— i1 " " .," I :II^� t��li it r /\r{��\•� '\Il( AD 52-1039 T22 THIS QWG. PREPARED FROM CO PII NP OA Y TRUSS MFR. _ TOP CHORD 2X4 SO. PINE 02 N TC X-LOC L-R: 0.00 6.09 11.58 17.33 24.19 29.12 34.67 BOI CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE f3 BC X-LOC L-R: 0.00 1.65 8.86 16.47 24.06 33.02 34.67 NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. THE PLATE CONTACT AREA OR SCARFED AREA OF WED MEMBERS. UPLIFT : 7200 goof 290f BAG LOC: 1' 6' 24' 1' 33' 2' ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SEE DAWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. SPEED-110 MPH. MEAN 1161-25.3 FI. Enclosed. (SBC) BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER NOTE: 2X4 03 HEM-FIA OR BETTER CONTINUOUS LATERAL BOTTOM BAG LOC 2 24-00-013: 1 BLOCK 12' LONG - 2 16d NAILS/BLOCK CHORD BRACING 0 24' MAX. O.C. REQUIRED. ATTACH WITH 2-i6d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING SHIM ALL SUPPORTS 10 SOLID BEARING. IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED ANO ATTACHED AT BOTH ENDS TO A SUITABLE ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. SUPPORT BY ERECTION CONTRACTOR. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL 10 BE SUPPLIED AND ATTACHED AT BOTH ENDS 10 A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 5X5 2 .5x4 5X5 3X6 5X5 7.00 A 7.00 (A) 2X5 (A 1) (A) 2X5 (A 1) Q 6.00 6.00 12 6X8 12 en 5X6 2 . 5X4 5X10 - 2 . 5X4 1-6-0 t- 8-11-12 1-6-0 0-4-0 17-4-0 17-4-0 0-4-0 8-10-12 7-6-14 7-6-14 10-7-8 34-8-0 OVER 3 SUPPORTS R=1454# W- 3.50' R=26760 W- 3.50" R=304# W- 3.50" PLT. TYP.—ALPINE SEON-- 29279 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0. !875 ALPINE ENGINEERED PROOIICTK INC. TRUSSES REQUIRE 1XIIEME CAIS c•••�Ifl DESIGN CRIT:TPI REF x*IMPORTANTNx amu Not w wwwazwe fat ANr ARNING IN Iwa twe, cwxvi10/ AND \OS tfE.''ll\ DEVIATION FROM)NIS MIION ON THESE SPECIPICATIONS. OR ANY BRACING. SEE NII1-91 Dr IPI. SEE till$OE8104 ,.^""'+ S TC LL 30.0 PSF DATE 06/04/92 HOLME S fA1ltME IO WILD THE I&"IN CWORWANCE MIT"a"GO ST IPI FOR ADOITIMA SPECIAL PE111VACHT BRACING RE ALPINE CONNECIDIIS ARE MARE OF:DOA SALV. OTEEL MUTIN11 ASTM YJIIEMUNHS. UNLESS 01IEI6IIIE INDICATEA IOP $. ipf TC OL 7 .0 PSF ORWG ALtl OR A EXCEPT AS NOTED. APPLr CONECIORS TO EACH FACE Of COMM MAIL AN LATfDAUV RULED WITH"WK8 LUMBER iRQ AND YIDS$OIIEITMISE LNCAtfO ON INTO DE$IINL 1OSI11/W LY ATlAc1E0 PLYIDOO SIEAI/Illi ROTTON oloRD BC OL 10.0 PSF -ENG GINECIONS PER ORAMINSS 110. ISO O $"A-F. DESIGN STANDARDS WITH PNOPEi V ATTACHED RIGID CEILING^ SEE f�V�tO�' Q' Carom 11/AwLICMNI PROVISIONS of NDS S TPI. AN fNSINEER'S ALPIN: IfaOIIcAL UPTIME ITfuGu fun 1'11OPEM ...� TOT.LO. 47 .0 PSF O/A LEN. 34-8-0 SEAL ON $MIS ORANINS APPIif/ 10 TIE COWW"I DEPICTED IENE ONrMAIl AwlICAI14M fU+N16N A cl*V Of INNS }�atiitiEE; DUA.FAC. 1 . 33 IN/INT. AND WMT, NUI OE HELICO WUH IN 4111 OMEN NAT_ mS1444 to lit 16.33 ElEclow cU1114c1Yt. •!illi lf ,10 5.- 039 T 2 3 ]111% IWG. P A FROM COMPUTER INPUT (LOADS 6 d 9 ONS SULIMITTED PY TR 1SS MFH TOP CHORD 2x4 SO. PINE #1 N. EXCEPT AS SHOWN TC X-LOC L-A: 0.00 7.48 14.54 20.13 27.16 34.67 DOT CHOIID 2X4 SO. PINE 02 N WEDS 2X4 SO. PINE 13. EXCEPT AS SHOWN BC X-LOC L-R: 0.00 1.65 0.06 16.4) 24.00 33.02 34.67 : 11-2x4 50. PINE 42 N : W1-2x4 SO. PINE O1 N PROVIDE UPLIFT CONNECTIO14S Al HEARINGS AS INDICATED. UPLIFT : 720f 9000 2001 NO WANE, KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN BAG LOC: 1' 6' 24' 1' 33' 2' THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED-110 MPH. MEAN 146T-24.4 FT. Enclosed. (SBC) ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. NOTE: 2x4 03 14EN-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 24' MAX. D.C. REQUIRED. ATTACH WITH BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER 2-16d NAILS. BRACING IS NOT AEOUTRED IF A RIGID CEILING DRG Loc 2 24-00-08: 1 BLDCK 12" LONG - 2 16d NAILS/BLOCK IS ATTACHED DIRECTLY 10 BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SHIM ALL SUPPORTS TO SOLID BEARING. SUPPORT BY ERECTION CONTRACTOR. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. (A)2X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. (B) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH Bd NAILS @ 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 5X5 5X5 3X6 ITT 2 . 5X4 7.00 7.00 M1 ie) (A) 2X5 (A 9) D) 2X5 (Al) Q 6.00 6.00 12 6X91 12 5X6 2 . 5X4 6X6 2 . 5X4 1-6-0 ----8-i1-12 f-6-0 0-4-0 14-6-05-6-0 14-6-0 0-4-0 8-10-12 7-6-14 7-6-14 1 10-7-8 34-8-0 OVER 3 SUPPORTS R=1427# W= 3.50' A=27171 W= 3.50" R=2591 W= 3.50" PLT. TYP.-ALPINE SEON-- 29216 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0. 1675 ALPINE ENSIIEIED MIWUCI6. 11C. 1N/66E6 REQUIRE EXTREME CME :11;tq. DESIGN CRJT:TPI REF XX IMPORTANT XX 61t," tat RM:RE6PON6t6LE FDR ANY WARNING IM HANOLINQ EREC1la{ MO a•''• IrH;�.l DEVIATION FROM IVIS DESIGN OR IIEK SKCIF1CAIIONS. OR MY SRACINS. SEE 1416-91 OI 1011. SEE IN16 DESIGN�..VS f EF, Tc LL 30.0 PSF oarE 06/04/92 HOL ME S FAILURE 10 BUILD ItE TIYRSS IN C111FO1MANCE W11N 05106 SOO Sit IPI FOR AI1lON&L SPECIAL PERNA ENI BRACING BE -.. s ALPINE CM"CIQFW ARE BATE OF 9"A SAL#. STEEL IEETINS A2764 OUIrENCHIS. UILESS OTHERWISE INDICATED. tap 6.6601 'INC TC OL 7 .0 PSF DRWG A.b GIA EXCEPT AS NOTES. APPLI COHECI(WS ID EACAt FACE OF CIOID 911011.1 BE LATERALLY SRACEo WHIN PIWI'ER :7 ]RISS AFD 1ALNE ESS OIRWISE LOCAW IED THIS DESIGN. POSITION LY EO ATTACIPLYWOOD SMASHING. 9071x1 CHORD F � 1 f BC OL 1 O .0 PSF -ENG LUMBER -- SEE p /� LriIERS CIOPER DRAWINGS 150. 160 S ISOA-F. DESIGN STANDARDS WITH PRDPEfLY ATIACWO RIGID CEILING-- SEE 0 ,'�1 QR10,,:� TOT.LD. 47 .0 PCJF 0/A LEN. 34-6-0 CONFORM WAFft ICASLE PROVISIONS Of NQS C IPI. AN t"GINEER•S ALPINE TtOMICAL 1.PWIE 17/1/611 fat PRPtR O SEAL ON 11115 ORAWINa APPLIES TO TIE COWONEHI OELL PICIEO HERE ONVWAAPFLICA710N, FURN1SH A COPS W 11915 ......... jNDUR.Fac. 1 . 33 114 Will, AHO 5iis4L HOI OE RELITO UPW IN/NV 011914 NAY. OE51aF 10 TIE IIUSS t19EC1104 CONIYIUCIOH. .•...... . r .- IP7 - nnc; ri N1r IUtiI11NiN! •rt.• - Tail, u•rn"++N rv••Udl s•frn ir.n+.N nm wwn. rl"n:uu.Nu.., cflnf•lfIn ?.1 o" �Yn�- JOB: RB 5"-103i T 4 bjIS QWG PAFPAFjFfj FROM C011PUTE70 INPUT (LOAQc; M N9 O S) SU TT Y TRUSS MF TOP CHORD 2X4 SO. PINE 12 N TC X-LOC L-R: 0.00 5.61 11. 15 16.54 16.13 24.19 29. 12 001 CHORD 2X.1 SO PINE 12 N 34.67 WEBS 2X4 S0, PINE 113 EJC X-LOC L-A: 0.00 1.65 0.06 16.47 20.26 24.06 33 02 34.67 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 7201 98011 2901 NOTE: 2X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM BRG LOC: 1' 6' 24' 1' 33' 2' CHORD BRACING @ 24' MAX. O.C. REDUIRED. ATTACH WITH UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING SPEED-110 MPH. MEAN H61-25.0 FT. Enclosed. (SBC) IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN SUPPORT BY ERECTION CONTRACTOR. 1HE PLATE CONTACT AREA OR SCARFED AREA OF WED MEMBERS. BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. * BRG LOC 2 24-00-OB: 1 BLOCK 12" LONG - 2 16d NAILS/BLOCK SEE DRWGS. 130 & 160/16GA-F FOR TYP. PLATE LOCATION DETAILS. (A) IX4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH SHIM ALL SUPPORTS 10 SOLID BEARING. ad NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. R 5X5 5X5 2 . 5X4 4X5 3X5 2 . 5X4 7.00 (A) 7.00 2X5 (A 1) s.00lAl 2X5 (A 1) A) 6.00 12 12 6X8 04 5X6 2 . 5X4 - 5X10 2 . 5X4 1-6-0 �- ----8-11-12 1-6-0 0-4-0 16-6-0 -8 0 16-6-0 0-4-0 B-10-12 7-6-14 7-6-14 10-7-0 34-6-0 OVER 3 SUPPORTS R=14470 W= 3.50' R=26841 W= 3.50" R=2941 W= 3.50" PLT. TYP.-ALPINE SEON-- 29220 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE 0. 1875 A►P/1E EN611EE11ED nWwucla uc. 1xUSKS 1EOUIIE WENE calf ,, pESIGN CRIT:TPI REF X X I MPOR T AN T KK SINAI NDI aE RESIO14111Lc FDR u/Y WARNING IN 1luiauW. EmEc11a+ A/tl `- $ IL r ` l 1xvtAtloN From ]HIS 9E516m DD I ESE SPECIFICAli". DN Am 611AL11I8. SEE N18-111 BY IPI. SEE THIS DEsm �;..�•••....* '/; TC LL 30 .0 PSF DATE 06/04/92 HOLMES FILUM IO WILD US. I"S IN CafawANCE NIIN 06168 BY IN Fax ADDIFIIMIAL SPECIAL FERNMENI WIND W ALPINE CDI/IECIWIS AAE HARE OF ROLA 6ALV. STEEL MEETING ASIN WI/ENENIS. uLESS GIE1WISE INDICTED. IDP 8�5606 ,'� TC DL 7 .0 PSF DRWG 1.446 W A EXCEPI A6 NotED. APPLY CUNIECIOR6 10 EACm FACE Of Ch"SHILL DE LTENALLI WIACED With wvlPEx j 1 �s BC DL 10 .0 PSF -ENG LUMBER MISS ail IAI.ESS OTHERWISE LOCATED W DE INIS SIGN. POSMIDN LY AIIACI"PLYNDOD SIEATIIINS. "itOm CONECVOM PER DNANIN65 11W Ise 6 ISOA-F. M6169N STANDARDS kith NIth PAoPEFLY ATIAOED 816111 CEILING -pW81U SEE `o A, -8-0 TOT.LO. 47 .0 PSF 0/A LEN. 3 4-Q-O CWONNI SEAL W jN15 DRICAALf AWING APPLIES III E CGWof IM Slet. AN DIENI WPICIED 1Eof DRYWALI TAPiLIC APPLCIINICAL ImAlt CATION "414INt/AICDPY UFF th15 11111., 4/QJI�E�'�,l' .,,,, ouR.J'nc. 1 . 33 III OILI. AND 5.bAL NDI BE IEut11 UPON IN u1Y DNtN N.Y. OESIW4 111 LE IIWSS EIIECIIDI.CtAINIACIDI/. ••I•u• 1 - ... . 11...1 ...1. nra nnrr uv. - wu. -M.- 1ue lul srvrN N'An1A.foot w.91 0.611-11041 'ADAC I tJG 24.0' T YP(= 10 5?-1039 5 THIS Q WG, PREPARFO FROM CO P , INPUT (LOADS G DIMENSIONS) SUBMITTED HY TRUSS MFR. . ,'TOP CHORD 2X6 SO. PINE 02. EXCEPT AS SHOWN TC X-LOC L-R: 0.00 3.62 6.40 11.92 17.33 22.75 28.27 801 CHORD 2X6 SO. PINE 02 31.04 34.67 WEBS 2X4 SO. PINE 13 BC X-LOC L-R: 0.00 1 .65 6.65 11 .92 17.33 24.25 28.02 33.02 34.67 : 11-2X4 50. PINE 02 N BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN * BAG LOC 2 24-03-00: 1 BLOCK 12" LONG - 3 16d NAILS/BLOCK THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. THIS 01 HIP DESIGNED TO SUPPORT 6' 6' JACKS WITH NO WEBS. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. SHIM ALL SUPPORTS TO SOLID BEARING. PLATE MONITOR USED. ALL TOP CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SIIOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. NOTE: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED BELOW. ANCHORAGE MUST BE CONTINUOUS TO FOUNDATION. UPLIFT : 15000 21301 640# BAG LOC: 1'-6 24'-3" 33'-2' UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN 1167=23.2 FT. ENCLOSED. (SBC) 6X10 2 . 5X4 1 . 5X4 5X6 4X7 6X10 3X4 (AI) 3X4 (A i) 3X8 3X8 T, i.00 7.00 2 . 5X4 3X5 8X10 n* 2 . 5X4 6X6 7X6 6X6 1-6-0 +- B-11-0 -{-- 1-6-0 0-4-0 6-6-0 21-8-0 6-6-0 0-4-0 34-6-0 OVER 3 SUPPORTS R=2379# W= 3.50' A=3229# W= 3.50" A=9550 W= 3.50" PLT . IYP.-ALPINE SEON-- 29224 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE 0. 1875 AaP/tE fNe11EERED PRaN1CIS. TIC- IRIASES REouINE f)(TRENE CANE , pESIGN Cfl IT:TPI REF )(*I MPORT AN T**Slue waist RESPowsiou Fal myWARNING IN RARoLita. ERECTIaN me �l+`''�tIS TEF• 0"Alla FIMAN 116 OESISN RIR NESE SPECIFICAlla S oR ANY 1RACINS. SEE NIS-S/SY TPI. SEE Tltl$DESIGN �` f TC LL 30 .0 PSF DATE 06/U4/92 HOLMES FAILURE to NUILO 11E 11"S 1N C01FOWANCE NIM 06100 SY TPI FOR AOS9110144 SPECIAL Kilk"Elll SMCl11S of E 'er` NAGE OF ALPINE COECIOAS ARE NROLA SALY. STEEL IEETINB AS1N NRl1Ea 1EN15. LESS ot1ERWISE IIWICATEO. ]UP i TC DL 7 .0 PSF DRWG AAAS GR A EECfFl AS M01EO. APPLY CW/ECIOM to EACH FACE OF CIIaNO 811ALL SL LAlfIW.LY SIIAEEo NIIN PRa'ER •/ IRUSS ArUNLESS OINERWISE LOCATED ON THIS OESlW POSITION LY AItACNEO PLYNooG SIEAliur6. SolluN 0914g) CA 1 �• BC DL 10 .0 PSF -ENG LUMBER Calwt il TOM PER 0"WINGS Iso. Tao c ISaA-F. MSIGH SIANDAOOS WITH PfkDKILY AIIAOEO R1010 CEILING -- SEE , • `[pst0�:tea'' TOT.LQ. 47 .0 PSF 0/A LEN. 34-8-0 SE"CO.Af (At tills 011-111G APKIES 10 Of "GS OEPICIEU IENE aNYrluiE..w•LIc t1aUFu441b t Alf l) Fail ca�Y Uf 1S .' 'vCIN�EQ ,�. p11R.FAC. 1 . 33 PITCH 7 . 0 1' til nrN r. .No mut UOt SE i1EL7EN LPaN NN uNY DUCH rAY. BESIGu 10 ut truss ErlEc new clan ilea ail. JO 52-1039 126 II-11c; fIWG PR PA _ F STT TRUSS MFR.- TOP FR-TOP CHORD 2x4 SO. PINE #2 N TC X-LOC L-R: 0.00 4.48 0.54 14.39 20.41 26.13 30.19 607 CHORD 2x4 SO. PINE 02 N 34.67 WEDS 2X4 SO. PINE #3 BC X-LOC L-R: 0.00 1.65 8.65 16.73 24.25 33.02 34.67 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SHIM ALL SUPPORTS TO SOLID BEARING. SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. PLATE MONITOR USED. NOTE: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED BELOW. ANCHORAGE MUST BE CONTINUOUS TO FOUNDATION. UPLIFT : 8501 950# 430# BAG LOC: 1•-6 24•-3" 33'-2' UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED-110 MPH. MEAN HGI-23.2 FT. ENCLOSED. (SBC) 5X5 3X5 3X5 5X5 3X4 2 . 5X4 7.00 7.00 2X5 (At) 2X5 (Al) 3X8 2 . 5X4 n n 4X4 3X6 3X8 4X4 1-6-0 18-11-0 1-6-0 0-4-0 8-6-0 17-8-0 6-6-0 0-4-0 34-8-0 OVER 3 SUPPORTS R=1263# W- 3.50" H=1445# W= 3.50" R=626# W= 3.50" PLT. TYP.-ALPINE SEON-- 29229 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0. 1875 ALPINE EH97NEEHEB Pf10011Ct& INC. IWASES wi IEDUTNE fAIRENE mo.CARE -- II'rj�, DESIGN CRIT:TPI REF **IMPORTANTfE 1E SHALL Ipt BE RESP01679LE fat Am'WARNING 1« NNANNn 1Na, EHECTTON AHD Os DESIGN�FF. ,� ` DEVIATION FHB« THIS DESIGN DN THESE SPECIFICATIONS. CN ANT BIMCINS. SEE NIB-91 BY 1P1. SEE THIS DESIGN `p,i TC LL 30 .0 PSF DATE 06/04/92 H O L ME S FAILURE TO BUILD THE I"S IN CONFORMANCE Willi 06199 BT TPI FOR ADDITIONAL SPECIAL PENNA ENI BRACING HE •,56 1 6 ALPINE CONNECTORS ARE HAM OF ZO0A DALY. MEL METINS ASI« WIRENENIS. 111E.Ei9 011EAMISE INDICATED. TOP i, TC OL 7 .0 PSF DRWG A440 SR A EXCEPT AS NOTED. APPLY CONNECIORS 10 EACH FACE OF CHORD SHALL NE LATERALLY BMCED Willi PROPER f .- I6S AND MAASS OTHERWISE LOCAIED ON THIS DESIDN, POSIIION LY ATIAC,ED PLYWOOD SHEANRNG. NOTION Dow LUMBERCEILING— A �t BC DL 100 PSF -ENG IRU SS PER DRAWINGS 190. 150 i IDOA-F. DESIGN STANDARDS «IIN PHOPElEY ATIAGED RIUID CEILING— SEE ,•fE0H10F�•a•• C0FH91x PL ViAPICAOLE PRUVI510114 w' 104 i IPI. 41)E11511EER'S ALPINE IEouICAL L IUAIE 47/1/91) nn PROPER R ,yQINEEQf H TOT.LD. 47 .0 PSF O/A LEN. 34-6-0 SEAL ON 11115 ONI.NING APPLIEb 14 HIE COw"IF.1 DEPICIED NEVE DRYWALL APPLICA71)1R, FUR11Yt A COPY OF IHIb •..t... ,1, DUR.FAC. i . 33 PITCH 7 .O i 2 III Illl�Y •IAS 5,1.11 11111 01 IY 11!11 x,'1,1 111 ♦1I1 1.51.1 11, 11f 11tl 1:i::lIt C11—1:1.011..1 ItL1 ---'— —' "'-"—'----"— M I T27 THISWG. PREPAHFO Ff10M .Q U _ Q O c S Y U, F TOP CHORD 2X4 SO. PINE 02 N TC X-LOC L-A: 0.00 5.48 10.54 17.33 24. 13 29. 19 34.67 601 CHORD 2X4 SO. PINE ►2 N WEBS 2X4 SO. PINE 03 OC X-LOC L-R: 0.00 1.65 10.65 17.33 24.02 33.02 34.67 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. Od NAILS V 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY SHIM ALL SUPPORTS TO SOLID BEARING. ERECTION CONTRACTOR. PLATE MONITOR USED. NOTE: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED BELOW. ANCHORAGE MUST Of CONTINUOUS TO FOUNDATION. Ssv►^ UPLIFT : 8400 9600 4301 J BRG LOC: 1'-6 ' 24'-3' 33'-2' UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED-110 MPH. MEAN HGT-23.2 FT. ENCLOSED. (SBC) 5X9 1 . 5X4 5X9 3X5 12 3X5 7.00 7.00 (A) 2X5 (A 1) 2X5 (Al) 3X5 3X8 3X6 2 . 5X4 - 3X5 - 2 .5X4 ]-6-0 1-6-0 0-4-010-6-0 13-8-0 10-6-0 0-4-0 34-8-0 OVER 3 SUPPORTS R-12520 W- 3.50' R=14450 W- 3.50' R=6360 W- 3.50" PLT. TYP.-ALPINE SEON-- 29234 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0. 1875 ALPINE ENGINEERED PRiODUCT& INC. i"Ko REQUIRE EXTREw CNE DESIGN CRIT:TPI REF XXIMPORTANTXx s&"L MDT DE1E~toLE PDR ANT WARNING IN nMS, ERECTION AID 016 t fF h-•rn � cEIrlA11aN FROM THIS OEa1cN OR THESE EPECIFICATIONs. ON ANY GIACIID. GEE NIS-Ol Sr TPI. GEE THIS tESIGN � p TC LL 30 .0 PSF GATE 06/04/92 HOLMES FAILURE 10 RUILO TIE TRRS IN CO)40101ANCE WITH OSTM IV IPI FOR ADDITIONAL SPECIAL PERMANENT GRACING RE • &VINE COIOECIORS ARE NAGE OF 200A QALY. S1EEL MEETING ASIA QUTREMENtS. L".6116 01IE19WISE INUICATEO. TOP 604TC OL 7 .0 PSF ORWG AAAS OR A EXCEPT AS RIOTED. APPLY CONNECTORS 10 EACH FACE Of CHOM WALL SE LAIEMLLr BRACED WITH PROPER TAND ISS DINERIISE LOCATED VN NNS OESIGL POSITION LY &TIACHEPLYWOOD SHEATHING, Soft slow - � ' 8C OL 10 .0 PSF LUMBER CONNECTORS � I.ILD CONCTORS PER ORAWINU M. TDO S &GOA-F. DESIGN STANDAMS WITH PROPERET AITACI"RIGID IEILIWO -- GEE ."IOR0 �' TOT.LO. 47 .0 PSF O/A LEN. 34-8-0 COEORI W/APMACAaU PROVISIONS OF NOS JN 10-1. AN EHSIIEER'S ALPINE IECAGIICAL IYDATE I7/1/911 FOR PNORn SEAL ON 14415 MAWJNU+PRIES TO TME CONPUENI DEPICIEU 1101E DRYWALL APPLICATION. FIAi11511 A COPY OF TINS 'tt!.,NaI11,L'•/ OUR.FAC. 1 . 33 PITCH 7 .O 12 IN U.LT. 4109ull NOt Of MIEL LEU UPON IN ANT 011fR WAY. DESIGN ZD LIE If1155 EK[1141 CUHIIA[ION. J 52-1039 ) f S G. A _ FROM O Pll INPUT A S M. S ll Y T ISS MFR' TOP CHORD 2X4 SO. PINE 02 N TC X-LOC L-R: 0.00 6.48 12.54 17.33 22.13 28. 19 34.67 BOT CHORD 2x4 SO. PINE 02 N WEDS 2X4 SO. PINE #3 BC X-LOC L-R: 0.00 1.65 12.65 24.25 33.02 34.67 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH SEE ORWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. ad NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY SHIM ALL SUPPORTS TO SOLID BEARING. ERECTION CONTRACTOR. PLATE MONITOR USED. NOTE: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED BELOW. ANCHORAGE MUST BE CONTINUOUS TO FOUNDATION. UPLIFT : 8501 950/ 430# BAG LOC: 1'-6 24'-3" 33'-2- UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED-110 MPH. MEAN HGI-23.2 FT. ENCLOSED. (SBC) 5X5 2 , 5X4 5X5 4X6 4X6 7.00 7.00 (A) 2X5 (A 1) 2X5 (A 1) A) 3X8 3X6 4X4 3X8 4X4 1-6-0 1 8-11-0 1-6-0 0-4-0 12-6-0 9-8-0 12-6-0 0-4-0 34-8-0 OVER 3 SUPPORTS A=1263# W= 3.50" R=14451 W- 3.50' R=626# W= 3.50" PLT. TYP.-ALPINE SEON-- 29236 FURNISH A COPY OF TRIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0. 1675 ALPINE ENGINEERED PFIODUC76. INC. IN FEDU111E IXIIEIE CANE """.Z-411Ni DESIGN CRIT:TPI REF sEX IMPORTANT*1E 9fMLL N01 BE REsemslElE FDN AN WARNING Iw /IA1DL1110. E11EnIn. AND �1us IEF.'ll, DEYIAIION TOM]HIS MST"ON THESE SPECIFICA1104S. DD ANT &IACING. SEE NIB-B1 BY IPI. SEE Tills DESIGN A. •"'•'""•'ys : TC LL 30 . 0 PSF DATE 06/04/92 HOLMES FAILURE 10 BUILD lit I"S 1N GSs014wAWf Willi OSIBS BY TPI FON ADDITIONAL SKCIK PEIYIMENI B11AC11N RE AI.PINE COIIIECIOM ARE NAGG E OF 2011A DALI. STEEL HEETUAS1N 14111/ENENIS. LMESS(I ENNISE IN01CA118. IDPj TC OL 7 .0 PSF ORWG A41/iR A EXCEPT AS NOW. APPLY COHECI(UW 10 EACII FACE OF MAY)SIWL BE LATENWA_Y IMCED Willi PIWWEI�j LU��,,{1(1''�� EE�� 1"S MD U& $5 OIIEAWISE LOCATED ON 11/1S OESIGIL POSITION Lr A1ILCIEO KYWDBu 51EA1111W, BUt1UN olOfDi�) 7 1 DC UL 10 O PSF -ENG I11UE1.1 CIWKC1u1f PEN ISufi71D8 ISO. 100 0 NWA-F. VISION SIANDAIDS WITH PINNUILlf AIIACIED 141010 MILANO— ME '0 , FE 01110 4•� MOOT.WAIY'LICAULI Plu'VIS11113 01 IPS S IPI. Mt 1NOI elft'S "elm11CINICK OKMIC 17/1/fill full MIT- 111, ' EQ14 TOT.I_D. 47 • O PSF O/A LEN. 34-E3-0 SIAL ON 1W15 ONAW111O A/711E5 1D NIL CIIIFEWO l WYWAL /11 OlPICIIIl/ll AP1l)CAI)W1u I fu611 A CDP, Ls unA ''I.NQINE '`'' 011fl.FnC 1 . 33 PI TCI 111 u1NT. A111 5-1µ1 NOI C1 IICLIIO I1•lb IN MIT 011941 WAY. TNSI0l1 10 1114 IIAN1!1111C11Q1 C(11111ACIINI I11•A�. 101 1 f5?- 1039 1'19 THIS ) ti fl iA 1 1 FF10H COMPUTER INPUT OADS f M S ONS SULIHITTED DY TBU95 HFf1 TOP CHORD 2X4 SO, PINE 12 N TC X-LOC L-11: 0.00 6. 17 12.33 1301 CHORD 2X4 SO. PINE /2 N WEDS 2X4 SO. PINE 13 BC X-LOC L-R: 0.00 1.65 6. 17 10.69 12.33 NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN (A) 1X4 13 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. BE EQUALLY SPACED. ATTACH WITH (2) Od NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SUITABLE SUPPORT BY ERECTION CONTRACTOR. SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. SPECIAL LOADS PLATE MONITOR USED. -------------------------------------------------- NOTE: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED TC From 74 pit at 0.00 to 74 pit at 12.33 BELOW. ANCHORAGE MUST BE CONTINUOUS TO FOUNDATION. BC From 20 pit at 0.00 to 20 pit at 12.33 UPLIFT : 8901 8901 BC 14001 Concentrated Load at 6.17 BRG LOC: 1'-6 10'-10" UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED-110 MPH. MEAN HGT-23.2 FT. ENCLOSED. (SBC) 6X8 7.00F 7.00 A) (A 2 X 5 (A 1) 2X5 (A 1) 2X4 4X4 4X4 0-4-0 1-6-0 1-6-0 0-4-0 6-2-0 6-2-0 12-4-0 OVER 2 SUPPORTS R=13171 W- 3.50" R-13171 W- 3.50' PLT. TYP.-ALPINE SEON-- 29239 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE 0.5000 uPINE ENSIIEEIED M1001,01:111. INC. THAA ES IEOUIIE EXINENE CMF ,:•...ii:.q•1 DESIGN CRIT:TPI REF x x I MPORTANT x x SRALL Nal 9E NE9PatS19LE FON ANY WARN ING IN NAIEx/N0. ElEtnal AND ��US lfE•�I DEYIA1ION FROM IRIS DESIGN ON HESE bKCIFICAFla6. OR ANY OF"INO. SEE 119-91 91 IPI. SEE IRIS DESI/N APIIt TC LL 30 .0 PSF DATE 06/04/92 HOLMES FAILURE 10 WILD lit 111166 IN Ca61 iO104ANCt NIIN 099 9Y IPI FON MWIl1ONAL 9PE 1ECIAL INIE ANI IWACINO HE ~-~ ALPINE CUNECIOM ANE NAGE OF 200A SALY. ATEEL NEEITNO ASU OUINEHL"W uaESS 9l1EAWISE INDICATED. top o•1101 TC DL 7 .0 PSF DRWG A4Y HI A EXCEPT AS NOTED. APPLY CONECION 10 EACH FACE OF CH"61ULL 9E LAIE11A1111 DIALED NI1t PNOKR 11.bS ANI u/L.E5S 011EMM LOCATED ON IRIS OESIat MSIT11N LY ATIACTED Pl Y11DOD SIEAUIN6, NOTION OE1wI "T! BC DL 10 .0 PSF —ENG ,1�T LUM©ER w.EclDlts PER aM111N66 190. 190 6 $"A-F. oei1SN SIANUA1ap5 Nlt11 P11OPCltY ATIAOEO NIOIU CEILING -- SEE �� f(Op\Q,: TOT.LD. 47 .0 PSF D/A LEN. 12-4-0 Ca1FOfW Y/APPLICAOLE PIWYISIMS OF NDS S TPI. AN ENIINEWS ALPINE IEGNICAL t1'UAlt 17/1/1111 fuR PARKA +fll ' ••••�� SEAL ON IRIS DAAf1JNfi Af+f1.lES lU Alit, D4Y`uENI OCPICTEU 1EFE Ofivw/.L APPLICA11at. f"041201 A COPY Lw 11116 'I•.NOINEE •�' Ol1R.FAC 1 33 PITT.)"( / T// 12 All au t. .Iu 911.11 Nu1 11t IW1 it 1*-G iN ANf uUCN NAY. L051 ul 1 41 uE 1FI191.tlacifOf,cwOa.n wt. .. ... ...,..._,. .... .. . ......... .. ...,,.,.,..,,.., .,,,. ..,,... ,,, .. ,. I;flnf'Tr1G �1a CT' lvnt 10 i RR 5?-1039 30 TtIfS DWG. EnI71"AnFri FAoH comptaFn INPUT ILOAD9 F M S ONS FA T Y T USS F TOP CHORD 2X6 SO. PINE 02, EXCEPT AS SHOWN TC X-LOC L-R: 0.00 3.62 6.40 11 .50 16.50 21.50 26.60 801 CHORD 2X6 SO. PINE 02 29.38 33.00 WEDS 2X4 SO. PINE 43 UC X-LOC L-R: 0.00 1.65 6.65 11 .50 16.50 21.50 26.35 31 .35 33.00 T 1-2X4 SO. 11114E 02 N 1111OVIDE UPLIFT CONNECI)ONS Al BEARINGS AS INDICATED. NO WANE, KNOTS, SKIPS OR 01 HER DEFECTS SHALL OCCUR 1N UPLIFT : 1510/ 15100 THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. DRG LOC: 1' 6" 31' 6` UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SPEED=110 MPH. MEAN IiG1=15.0 FT. Enclosed. (SOC) SEE DRWGS. 130 F 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. NOTE: 2X4 03 HEM-FIR Oil BETTER CONTINUOUS LATERAL BOTTOM BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER CIIORD BRACING @ 24' MAX. O.C. REQUIRED. ATTACH WITH BRG LUC 1 01-06-00: 1 BLOCK 12' LONG - 2 16d NAILS/DLOCK 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING EIRG LOC 2 31-06-00: 1 BLOCK 12' LONG - 2 160 NAILS/BLOCK IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATIACHED AT BOTH ENDS TO A SUITABLE ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN SUPPORT BY ERECTION CONTRACTOR. PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12'1 AND THIS 11 HIP DESIGNED TO SUPPORT 6' 6' JACKS WITH NO WEBS. SHOULD NOT OCCUR 114 PANELS NEXT TO A PANEL POINT SPLICE. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. 5X9 3X4 9 . 5X4 3X4 5X9 3X4 (A9) 3X9 �1 3X9 3X4 (A9) 7.00 7.00 _ 3X5 4X7 3X7 6X6 4X7 3X5 4X6 - 4X6 I-6-0 1-6-0 0-4-0 6-6-020-0-0 6-6-0 0-4-0 33-0-0 OVER 2 SUPPORTS R=31210 14= 3.50" R=3121/ W- 3.50` PLT. TYP.-ALPINE SEON-- 29241 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0.2500 ALPINE ENGINEERED PRDOl1CI11. INC. IISISSEB IEOUTAE EAIFEIE CAIS '11rr , DESIGN CRIT:TPI REF xxIMPORTANTxx SIULL wl a fiEBPO/LSTBLE rs"ANY WARNING IN wk"184. EIECIIIGN ANN s'. OE YIAIION F1WN 11115 DESIGN OR 11ElE SPEC if ICA)IONS. 011 NRAC lr BING. SEE Illtl-Gl BY 1111. SEE THIS OESIWI '�, TC LL 30 .0 PSF DATE 06/04/92 HOLMES FAILURE TO BUILD It* 1RUSS IN CWFO1WA1NCE NI N1 099"tlY IPI FOR ADDITIONAL SPECIAL KE044WHI IELLCINGRE NC ALPIHL CONIECIORS AMADE Of 2OUA SAL Y. WILL NEEIINY AST" OIIINEHTE NIS. IAIESS O11CHWISE 11ANCAO. 1011 ( IC OL 7 .0 PSF DRWG ATY SR A EXCEPT AS WILD. APPLY CONECILLIS 10 EACH FACE Of WOAD CiWL BE LATERALLY BRACEU WITH PIIOPER LUMBER IHSS A10 tAL 61 01NEwISE LOCATED ON CHIS DESIGN. POStIIO" Lr ATTACHED(YrrOOD 51EAl1UW:, fiOlio"pNaElO 8C OL 10 .0 PSF -ENG cueEC1ORG PER ORAYINOS ISO. NB0 c 160.-f. DESIGN SIAWA{p5 Nn11 PROPERLY AIIACaED RIGID CEILING- SEE •ft ...... 'v' TOT.LD. 47 .0 PSF O/A LEN. 33-0-0 C011NOIM"/APKICABLE MOYISIaNS OF NDS S 101. AN E"OINEER'9 ALPINE TLOXNCA1_WSATE 0/l/fill FOR PNXN4R I NI A•pINEE.Q'� SEK W 11115 OttAG1NG APPLIES TO TIE CONPIA*HI OEPICIEO IEtiE DOWNKI AWLICA110N. ftf Abi1 A COPY Of 11113 tl.. ouR.FAc. 1 . 33 P ITCH 7 0112 I"LVLT. A1U 511KL "Ol DE RELIED W9A' IN ANY 0110tA.AT. DESIGN 10 INE 111Nss E1ILCIiat,Cl"HNACINa. '"111L1sA j ._. ..__. -... ..._..._. L-.. ._. ._....__ ..__..... ._--- -...1.. .._.. .-.... _..-- -.. IFTAAr'k r' JOB: 5O'5?-jO'jq 131THIS QWG PRfPAHFD FROM .OMPU ([OADS G DIMENSIONS) S U S F . . TOP CHORD 2X6 SO. PI14E 02. EXCEPT AS SHOWN TC X-LOC L-R: 0.00 4.40 8.40 16.50 24.60 28.52 33.00 601 CHORD 2X4 SO. PINE 02 N WENS 2X4 SO. PINE $3 BC X-LOC L-R: 0.00 1.65 6.65 16.50 24.35 31.35 33.00 : 11-2X4 SO. PINE /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 780E 7800 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. BAG LOC: 1' 6' 31' 6" SEE DRWGS. 130 6 160/16oA-F FOR TYP. PLATE LOCATION DETAILS. UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED-S10 MPH. MEAN 1167-15.0 FT. Enclosed. (SBC) NOTE: 2X4 13 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CIIORD BRACING @ 24" MAX. U.C. REQUIRED. ATTACH WITH 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT 0011-1 ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (A) 1X4 "1" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH Od NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 3X5 5X9 1 . 5X4 5X9 3X5 7.00 7.00 Tl A) (A 2X5 (Al) 2X5 (Al) 2 . 5X4 3X7 3X5 2 ._5X4 2 . 5X4 - 2 . 5X4 1-6-U d 1-6-0 0-4-0 8-6-0 16-0-00-6-0 0-4-0 33-0-0 OVER 2 SUPPORTS 11=1580/ W- 3.50" R=1500Y W- 3.50" PLT. TYP.-ALPINE SEON-- 29243 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0.2500 ALPINE ENGINEERED PRODUCIS, INC. IMAMS REQUIRE ESINENE CANE --••••/:•�4�11 DESIGN CRIT:TPI REF XXIMPORTANT**swu lav at IESPON6111LE foe ANY WARNING IN 1"NOLINS, E11ECtION Am %%I$ LFA 1,N, DEVIATION FIM 11115 DESIGN OR HE1E SE SPECIfICAl10 . OR ANY DIUCIA10. SEE 1011-61 BY TPI. SEE THIS DESIGN TC LL 30 .0 PSF DATE 06/04/92 HOLMES fAkUNE 10 BUILD I E 1FSJBS IN CONFONSIANCE WILL 061"BY IPI FON ADDITIONAL 6PECIK PEf"AIENI DRACIM NE ALPINE CONIECIORS ARE RADE OF ROGA SKY. SIEEL NEEIINS AGIN OUIOWNENIS. WIESS D11E11111SE INDICATED. ]DY l E.560 •i� TC OL 7 .0 PSF DRWG A4/0 60 A EXCEPT AS NOTED. AWLY COMECIORS 10 EACH FACE OF C1101111 SHALL BE LATE11ALLY BRAZED Nitll PIIOPER - INUSS AND 014L.ESS OTHERWISE LOCATED ON THIS DESIGN, P06111011 LY ATIACNED PLYWOOD GIEAMING. a0110N ololow n c j BC OL 10 .0 PSF -ENG LUMBER CO"CIOM PER D1IAGINGB ESO. 160 6 /GGA-F DESIGN fil"ANDS N110PROPEaT ATIAOED 111010 CEILING— SEE S ,. �lOp►0*+Q' TOT.LO. 47 .0 PSF 0/A LEN. 33-0-0 SEAL ON MOURN 11/5S DRAWING AWLIF6ill OT0 E CONWGNENI DEPICTED/EHE DRYNKLINews ALPINE YAPKICAY1014.FLANII Il If AICCWV OF INA PFIOPEI ht.l,.'yatNEEP� ; IN U.I. AND SNAIL Will DI: RELIED WLN IN ANY Ol1EN NAY. m3IQ4 to 11E 1NN55 fHLCli/iA CoNIHAcm". �••,,... DLR.FAC C. 1 . 33 Pi JO 5 - 039 T 3 T[115 QWG. PREPARED FnOM COMPUTER INPUT A 9 G JIIMENSIO1451 SUBMITTFO BY TRUSS MFR. ° TOP CHOAO 2X4 SO. PINE 12 N TC X-LOC L-R: 0.00 5.48 10.54 16.50 22.46 27.52 33.00 801 CHORD 2x4 SO. PINE 12 N WEBS 2X4 SO. PINE 13 BC X-LOC L-R: 0.00 1.65 10.65 22.35 31.35 33.00 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. PROVIDE UPLIFT CONNECTIONS AT BEAR1146S AS INDICATED. SEE DRWGS. 130 & 160/15OA-F FOR TYP. PLATE LOCATION DETAILS. UPLIFT : 7800 7801 BAG LOC: 1' 6' 31' 6" UPLTFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED-110 MPH. MEAN HGT-15.0 FT. Enclosed. (SBC) NOTE: 2X4 03 HEN-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING 0 24' MAX. O.C. REOUTAED. ATTACH WITH 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (A) 1X4 "T' BRACE. SAME GRADE AS WED MEMBER. ATTACH WITH Od NAILS @ 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 5X4 2 . 5X4 5X4 4X4 4X4 7.00 7.00 /A) \(A) 2X5 (A 1) 2X5 (Al) A) 3X7 3X5 3X7 2 . 5X4 - 2 . 5X4 1-6-0 1-6-0 0-4-0 10-6-012-0-0 10-6-0 0-4-0 33-0-0 OVER 2 SUPPORTS R=15800 W- 3.50" 19=15800 W- 3.50" PLT. TYP.-ALPINE SEON-- 29244 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0.2500 ALP11E E11S1WEElfal R10"If, 11C. UI.15"ll REOUIff ExFNEWE CUE •`••""1't�� DESIGN CRIT:TPI REF *xIMPORTANT XX 511uL Not K 1ESWNOISL1 I'm AHF WARNING IW 1W,0LIN9. EIIECIIOIf " S L4F ` DEYIATIOW ff"1/115 OESISW 00 HESN9 E 5PECIf1CA110 . OR ANI OOACINi. f" 1110-9/0T TPI. 6" 11116 malod , TC LL 30.0 PSF DATE 06/F4/92 1-)OL ME S FAILLft 10 BUILD NE IFIAS 1O@ CENJOW604CE WI111 OHIO@ 0Y IPI FOR AM11101tAL GKCM PEfm"&Nl 50ACIf11 ME5 �(1 ALPINE CaaECIUM AFA NAVE " %O4A QALY. 2791L b96111,16ASIW wtICKMI1. UEESS 011EIS11SE IMICAIIO. IOP TC OL 7 .0 PSF DAWG A446 O/1 A 1110EPI AS NIIE9. A/M'Llf C4JIIECI011S 10 EACH FACE 00` CI,0I6 SIOLL 9E LAIEIIALLY 91LAL40 Willi WIOPER f 1�('(� INJSS A101SLE5A 011EWWISE LUCAIEII UN IVIS OESION. 1'"111066 LT ATIACIEO 1'6.11,000 S1EA1/11116. 0011UN C1BW11 BC DL 10 .0 PSF -ENG 1-um 1"� E411ECIONS PEN 01uWINWi 130. 100 C I6OA "SIGN SIAMANOS Willi P11014NLY AIIACIEO RI010 CEILINU-- SEE .• �IUtNC*•' �_ TOT.LD. 47 .0 PSF O/A LEN. 33-0-0 MOWN r/APRICAOLE P/UYISIONS Of 105 6 IPI. AN EN011Ef1/'S ALPINE IMIIICAL UIVAIE 11/1/411 0`014 MW114 ,1 Q• 4 NpINE��r . SEAL 6i 14115 a1Ar1146 APPLIES 10 11E CONPhENI fEPIC1EU IEIE g1YYALl APftICAl11S1. FlANltill A CCWT OF 11119 t:ll.!!.11111 1 Dun.FnC 1 33 PI PITCH 7 . 0112 1.L.r T. AHI bllA t. 1.01 bt 14.1 IIB 1f'1111 IN A.I. 01.*11.AJ ULSIU1 111 Ulf 1111$1 tNEC/ltrl cmi-GIWI_ '52-1039 T9 ' - S )WG PRFPAf1FQ FROMCOMPUTER (LOADS 6 DIMENSIONS) 500MITTED BY TRUSS MFR. : TOP CHORD 2X6 SO. PINE #2, EXCEPT AS SHOWN TC X-LOC L-R: 0.00 6.46 12.40 20.60 26.52 33.00 001 CHORD 2X4 SO. PINE 02 N WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.00 1.65 6.48 16.50 24.52 31.35 33.00 : T1-2X4 50. PINE 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 770# 770# ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. 0146 LOC: 1' 6' 31' 6' SEE DRWGS. 130 S 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WINO SPEED-!i0 MPH. MEAN HGT=15.0 FT. EncloseEl. (SBC) NOTE: 2X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING E 24' MAX. D.C. REQUIRED. ATTACH WITH 2-16d NAILS. BRACING IS NOT REOUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (A) 1X4 'T' BRACE. SANE GRADE AS WEB MEMBER. ATTACH WITH Bd NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 5X6 5X6 7.00 7.00 4X5 71 4X5 lA) (A) A) (A) 2X5 (A I) A) 2X5 (A I) 2 . 5X4 2 . 5X4 2 . 5X4 n 2 . 5X4 3X5 2 . 5X4 1-6-0 0-4-0 12-6-06-0-0 12-6-0 0-4-0 33-0-0 OVER 2 SUPPORTS R=1588# W= 3.50" R=1580# W= 3.50' PLT. TYP.-ALPINE SEON-- 29245 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE 0.2500 ALPINE EHe1NEL(EO 1'16000CI& INc. 11"We MGM*ExINENE CUE """`'`1h•I , DESIGN CRIT:TPI REF xx IMPORT ANT II x SNKL NDT eE IIESPO" LE fOR ANY WARNING IN HANDLING. 9111"1ul ANO `SVS tEE , OEr1Al10N f10N 16116 DESIGN ON HESE SPECIFICATIONS. ON ANY 0"1110. SEE 1118-91 BY IPI. SEE 11116IE5Ifld 1s /'•, TC LL O PSF DATE 06/04/92 HOLMES fAILUIW 10 BUILD US ISLAS IN CONFORMANCE WITH 061"BY IPI FOR ADDITIONAL 6PECIK PEFINANENI DRACING R30E S•Sb00 ALPINE CIW1 ONNEC TIM ARE NAGE OF PGOA BALM. STEEL MEETING ASIA OOINENENIS. L"E65 011ERWISE INDICATED, IOP TC DL 7 .0 PSF DRWG AI48 INH A EXCEPT A6 NOTED. APPLY CO"CIORS 10 EACH FACE Of C11010 SHALL BE LATERALLY B1IACED NIM PROPER _ - 1RlAS AND 1AiESf OIMERriSE LocAlEO ON IN 16 OEi1G1A POSITION LY ATIACIEO PLrIGOO 91EAlNING, 801101 p1DilD P t f BC DL 10 .0 PSF -ENG LUMBER CONECIM15 KA DRAWINGS 150. 160 S 16oA-F. OESION SIANAUOS WIN P10PERY ATIACIEO RIGID CEILING-- SEE ' � •-,1081�� TOT.LD. 47 .0 PSF D/A LEN. 33-0-0 C00011"N/ArPL I CAUL! PITO#IS10WS Of AOS A IPI. UI ENGINEER'S KP11E IEOxNICAL LmAlt 11/1/B11 101 rRorER 'Il'11 A..... �.!- O r ` 0 .1 6f Al tN IMS EVIAW1116 A14LIFS It, I$F COW'u1EN1 tIEPIt:1EO TIL/N I91YW1iA APILICAII{A1 ftx6111A1 A CONY 0 11115 I.1, pUR f-Al. 1 33 1-ITl'1-1 � - \� J�I IW 111u 1, .Hl LATAH W01 61 Irl UO IPu/ O1 A 1 OlitO N.Y. Othl 11 10 Nx MUSS EII6CIIIY/Clb llu 1,101 1y1N�` 1 --- A JOB: 52-1039 T34 TIJIS DWG. PALPARF0 FROM COMPUTER PUT ILOADS G DIMENSIONS) SUBMITTED Y THU55 MFRI TOP CHORD 2X4 SO. PINE 02 N TC X-LOC L-R: 0.29 3.94 7.00 10.06 13.71 BOT CHORD 2X4 SO. PINE 11 N WEDS 2x4 SO. PINE 13. EXCEPT AS SHOWN BC X-LOC L-R: 0.29 7.00 13.71 : W1-2X4 50. PINE 42 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 7601 760f NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN BAG LOC: 0' 0" 14' 0' THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED-100 MPH. MEAN 11GT-15.0 FT. Enclosed. (SBC) ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE ORWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. NOTE: 2X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING 0 24" MAX. O.C. REQUIRED. ATTACH WITH PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL SPECIAL LOADS TO Of SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUIIABLE -------------------------------------------------- SUPPORT BY ERECTION CONTRACTOR. TC From 74 plf at 0.00 to 74 plf at 14.00 BC From 20 plf at 0.00 to 20 plf at 14.00 BC 1400f Concentrated Load at 7.00 7X6 MI 1X3 1X3 3X7 (A I) 8X8 3X7 (A I) 7.00 7.00 4.50 4.50 12 12 1-6-0 7-0-0 7-0-0 1-6-0 7-0-0 7-0-0 14-0-0 OVER 2 SUPPORTS R-14590 W- 3.50" f1=14590 W- 3.50" PLT. TYP.-ALPINE SEON-- 29247 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE 0.5000 ALPINE EEAINEEIFD p"O"la IND. 14A 1W WWS 1EDUIE 1XIMOE CANE 61 -:•••••••h•r,T; XX IMPORTANT** w1.Not w RESPDIaISIE ram ANT WARNING IN r61LIN0. ERECTUW YD .%%1S tfE, DEVIATION FRH ON 11418 DESIGN OR ESE 6PECIFS ECA[[ONS. OR ANV MCIN8. SEF 1110-01 SY IPI. SEE TH16 mblad � 'r 1DESIGN CRI T:TPI REF 1't,- TC LL 30 .0 PSF DATE 06/04/92 HOLMES FAILURE 10 WILD lilt If"S 1N COIFCE WIN 08168 SW TPI FPE OR"1T11AUL SPECIAL PEFWA1E1/1 SNACINO K ,' 6M606 7 .0 F ALPINE CO"CIUM AHE NAOf OF 200A QALY. STEEL NEEIIFA A2101OU[11E1ENIS. LI&ESS OT/EIWISE INDICATE& IOP F TC DL PS DRWG A/tl SR A EXCEPT AS NOTED. APPLY CO"CIOM 10 EACH FACE Of 010110 SIWI_8E LATEMLLT ORACEO WITH PHDPEII " Ij' LUMBER IMU A10{FLESS OTNE/WISE LOCATED ON THIS MS10K POSITION LT ATIACIEO PLfb" 61EA11t1W 60110H atom a BC DL 10 .0 PSF -ENG COAFe10116 PER 01ANINNS 180. 160 S $SOA-F. DESIGN S/A"DAMS WITH PIWKFLY ATTAaEO IIISIO CEILING - GEE • fF QOIOy'p� TOT.LO. 47 .0 PSF 0/A LEN. 14-0-0 COIOIM WAITLICA/1LC MOVISJONS 1* NOs C 10`1. AN E1401N[EN'S A1.r11C IE0E/1CAL 149Alf IT/l/811 POR PFIOPC/1 q" N' I'"A' ! SIAL bl HNS O11AWLA& A/4iILS IO ill, CCW'011ENI /ErICILO 1.1C IAITWA A11i1CAT101L FIA"1IIAIA COPY OF 11016 l[1„I,-%'." r Dun.FAC. 1 ' 33 PITCtI 7 . 0 12 111 0141, Ald)SIIA1.1 Will CL IIELIEI/I&W IN ANT YIIAN WAV. I�E51U1 IU Ulf I1WSN E111C1141 CIA1114CIg1. ,r , `( ` JOB: AB 52-1039 G. PRfPARED FROM COMPUTER INPUTA 1 SUBMITTED BY TflLissMF TOP CHORD 2X4 SO. PINE 02 N TC X-LOC L-A: 0.29 5.25 10.21 BOT CHORD 2X4 SO. PINE 02 N WEDS 2X4 SO. PINE 03 BC X-LOC L-R: 0.29 5.25 10.21 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. PROYIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. UPLIFT : 3600 3600 BAG LOC: 0. 0` f0. 6' UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WINO SPEED-110 MPH. MEAN HGT-15.0 FT. Enclosed. (SBC) NOTE: 2X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING 0 24' MAX. O.C. REOUTRED. ATTACH WITH 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 4X4 7.00 7.00 2X5 (Al) 2X5 (Al) 1X3 1-6-0 5-3-0 5-3-0 1-6-0 10-6-0 OVER 2 SUPPORTS A-5950 W- 3.50" R-5950 Wa 3.50" PLT. TYP.-ALPINE SEON-- 29240 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0.5000 ALPINE ENSINEIFEO PROD11C18. INC. 11USSES MOULIN EXIIEIE CAIS ��`•"`lh• H DESIGN CRIT:TPI REF )(XIMPORTANT 1E lE Biwa Nov BE HIESPONSTLLE FOR my WARNING IN wAxw. f.EAMI0N ANO , DEVIATION FfM THIS OESI6N DR THESE SPECIFICATIONS. OR ANY ORACIN/S. SEE NIS-91 BY 1P 1. SEE 1108"Big" •� 4' TC LL 30 .0 PSF DATE 06/04/92 1 IOLME S fA1l.URE 10 BUILD 11E If"$ IN C9IFMIIANCE WITH 01114 Sl IPI FOR AWITIOWL SPECIAL PEFOPIENI IRACINN RE ALPINE CO"CTO6 ARE NAGE OF ZWA.SALV. STEEL NEEING ASTN UUMENIS. UIESS DINEIMISE INOICATEO. 10R TC OL 7 .0 PSF ORWG AAM OR A EXCEPT AS NOTED. APPLY CONECIORB TO EACH FACE OF CIIWO NW-L BE LATERALLY SPACED NITN _ M611 MID UNLESS 01HEIMISE LOCAIED ON INIS DESIGN, POSITION LY ATTACHED PLVI/000 SIEATINNS. SOIION DN010 .' - t BC OL 10 .0 PSF -ENG LUMBER C06ECIOM PER 08"JWQ5 ISO. 100 S ISOA-f. MSIONN STAIGA/bS WITH PP"WALV ATIACIED RIOTS CEILING— SEE ,•FI OIL%full Colffam N/AWLICAOLE PROVISIONS OF NDS S IPI. AN ENGINEER'S ALPINE 11CMIGAL LVDATE I7/1/91) FOR PNTPER TOT.LD. 47 .0 PSF O/A LEN. 10-6-0 SEAL W THIS ORAN1Hf/.+PLIES 10 THE CWPONENT OEPICTEO 6E10E DNVNALL APPLICATION. fHXMNSH A COPY OF THISNUmE �a DUFi.FAC, 1 . 33 PITCI-( 7 .O 12 IN WL1. ANO SHALL NUT SE RW RELIED Hf IH ANT OTHER NAV. QESIGN to THe Iikas EIEC710N CWIHACluft II,H"1H•T• JOB: RD 52-1039 P COMPUTER P 1T SUBMITTLO BY TRUSS HFR_ TOP CHORD 2X4 SO. PINE 12 N TC X-LOC L-R: 0.29 4.50 8.71 BOT CHORD 2x4 SO. PINE 12 N WEBS 2X4 SO. PINE 13 BC X-LOC L-R: 0.29 4.50 8.71 NO MANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. UPLIFT : 6601 6601 BAG LOC: 0. 0' 9. 0' ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WINO SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. SPEED-110 MPH. MEAN HGT-15.0 FT. Enclosed. (SBC) SPECIAL LOADS NOTE: 2X4 13 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM -------------------------------------------------- CHORD BRACING @ 24" MAX. D.C. REQUIRED. ATTACH WITH TC From 74 pit at 0.00 to 74 pit at 9.00 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING BC From 20 pit at 0.00 to 20 pit at 9.00 IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL BC 14001 Concentrated Load at 4.50 TO BE SUPPLIED AND ATIACHEO AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. Oa C•� 7' [O.L+.J 1bC /b S /9L F .8C> 4X4 7.00 7.00 2X501) 2X5 (A1) e 2X4 it f-6-0 4-6-0 4-6-0 1-6-0 9-0-0 OVER 2 SUPPORTS R=12241 W- 3.60" R-1224/ W- 3.50" PLT. TYP.-ALPINE SEON-- 29250 FURNIS14 A COPY OF T141S DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0.5000 ALPIWE ENSINEENEO FTTCOU"S. r INC. Tt!MS IEOWAE EXIIEIE CARE .�•"" II'fI^1 DESIGN CRIT:TPI REF XXIMPORTANTXX flub NOT w nspo6ISLE to,ANY WARNING IN NWfILINS. EREND ERECTION A ��1S LfF, " „„....... s SEYIAIIOM 1`10161`1016EfE THIS DElISN DA TIEPECIFIG1I0N6. IXi ANT 011ACINB. SEE hill-01 BY 1P1. Su THIS DElISN � tTC LL 30 .0 PSF DATE 06/5A/92 HOLMES FAILUE 10 BUILD THE lr4A& IN CONFORMANCE WTIN Df/SS St IN FOR ADDITIONAL SPECIAL FERMAWM MUCINS AE S �1 ALPINE CON/ECEOAS AAE WADE OF 200A SALT. SIEfL NEEIINS ASIN OUTAENENIS. LALESS 011[N(iSE INDICATED. IOP TC DL 7 .0 PSF DRWG AEM Mt A EXCEPT AS NOTED. HTLV CONECTOM 10 EACH FACE tlr WOW SMALL HE LATEIIA.LT MIACED WIIII BC OL 10.0 PSF -ENG I US!AND IALISA OIIIEILI![LOCATED w /"IS MES/ML POSITION Lr ATIACIED PLYWOOD WfAININS. MOTION TWO LUMBER CONfC1016 PEA p1AW1AA18 ISO. !a0 f ITgA-F. CEf/GN fIMOAMf Willi PlNIFVYY AllAOEO AIBIU Cf lLlND— SBF f •`f�0�10�� • 4 HOINE TOT.LD. 47 .0 PSF 0!A LEN. 9-0-0 CaFaN WAPP7,ICAULT PNuvlal w!1)i N75 i IYI. AN 114161WCH'S uPI/E iItI LAICAL tXL41e II/1/011 TUBI PNOPEN 1 � _ flu U/ IVIS to"WIN6 UMLIIa lO III CLAd-WEIIi ML IclEu Nllt ulw.M L •WIIC.1104 fuN1.t A CtAL% if IMM •t..1j It 111 ` i curl.fAc. 1 . 33 P I I CI1 7 .0112 IN Olaf. 1w 9WL NOT 0E f i'ffu 11'tUl iN ANf OIIWN W.V. HL614N 10 TIt I/Y/!S fILcINUI Lt1aaI clt t, - - - - - - - - - - -'_'_ rr.Ar•f,ir, t 1, Southeastern jVetals Manufacturing Co., Inc. 11801 INDUSTRY DRIVE - P.O. BOX 26347 JACKSONVILIZ,FLORIDA 32218 1-800-342-1279 FL 1-800-874-0335 U.S. 7ELE141iONE 757-4200 -A. Design Features Full 3" seat for higher loads and longer truss spans. Wide header flanges for easier nailing using standard nails Materials Loads 16 Gauge Galvanized Steel 3040 lbs. to 6150 lbs. HEAVY DUTY TRUSS HANDER • 2 I. H y�D DIMENSIONS NAIL SCHEDULE DESIGN LOADS(LBS.) PART JOtST�T'RUSS STEEL NUMBER SIZE GAUGE W H D HEADER JOIST I FLOOR I NORAD L+ UPULBSI I CTR KSJTHD-26 16 1-5/8 5-118 J 3 (18) 16d- (10) 10d x 1-112 2430 ( 3040 ( 1180 I 20 1 1 KSJTHD-28 PLATE 16 11-5/8 I 7 1 3 (28) 16d- i-(14) 10d x 1-112 ( 3780 4725 2190 ( 20 TRUSS + I ILII I I I KSJTHD-210 16 11-5/8 I 9 3 I (40) 16d- ( (18) 10d x 1-112 i 4925 I 6150 I 2825 I 20 Use all spcaificd fastaacs as indicated in schedule to achieve values indicated above. I I IFIC,� •�, NO�GZi:� STATE GF IZ -,top%0 •F , Oc— .t{+l'.1nZMjlr'I5 ..,'�.,,,.+' v+-....N•i;r»••"��w.r++".. •t _ lout �i•+i Py' Y Ir" .-r..♦ �..,t.rw•".r,✓•'+'!•.........M�+ •,•r•,�wA �,,, 175 n"��{.f`1 7nl r'1H M� ,.,�i,W�,u�lr4".�•A,�"�n«rA.a'.•' •wr`,•,"Aw•r.r ``•r"'•,./ 1 ' .5/r�"hM,nTri h"y�y(!tl t*`�;:rt�("'S l 5�+1 ~.',.�•�Mwr+n•5•+;+M,,,•.../�,�".«r•.«•'•Yrr"•"•+• . (� ln7r t(r� re'" y.l,l{ ...• r , „r. «.,« ,r,t.., ,, ....... y,t�t„p,tM� tlw'Il,riNrl'K rt(l(r) �yt`tRJ `�.��,.•i'�-"rrt•�iit,,,,r,•�.,.+' �rarr`�.r • 1'rt l,fT• n N ttrt 1 �,,, r+w` �,,,.r• r., ,S MMS tTY llp(. M1+a Rw .,N`r«• ra ,nl ..........9xd' ro+ tl td7,Mq ( j��ln�� w,.@�M ��r..nwr`w,..`r,�+.r'�r.,.. tr•t*.l frs o�y. f gnu +o ar,(an yr 7lf , .Ilur ,„�•.•....,•^-' hro r vutl wool 'noM'y tt M1 {!w••« +.+ war« yY,ll l 1. 1 nrl ri q{1 �U ttla^" t r\t) � •(yi� � �! .!•. � 1H5 �ry.t'tl�'T"NM1'R"�p� �HttVol)�� ..r...r•....+` ltlntl u lit v0s,0 n.,fl t r,ql TiarttS+Att4 '4" l*" YM L u 1 v,Et !t� �O,t ,(1 :)•i. �; �3��t ^ �.'t"I. "t5M5 ��fJ.7��-�;, N��•�d �' yt)� l,x� _.._---- ___ _ -'- _ .�- ,ifs--.r�•x-�-�. 009 ��t{►1, _,-- fi�,.�.•''' tri• rt��,tl�.1• �tt��"�v� �tth� volt �•x-Y• l50 ---�:�- Z� au1 d ��a��1-yl.v5 Z• , a v��