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Permit 1605 Linkside Dr (vault) � a -7 71 PERMIT NUMBER I"3SPECTIONS : FOOTING UNDER SLAB PLUMBING SLAB 5- --,� L, --C1 FRAMING l ( q--i J� COVER-UP 9- C ' INSULATION �- 1 FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERr?IT # '_"IUPONS ROUGH FINAL MME'*HANICAL PERMIT # PLUMpI"7G PERMIT # / 01-7 r.-,mF r,_ . i I, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 J INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001332 Date 9/23/09 Property Address . . . . . . 1605 LINKSIDE DR Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 16 fixtures ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ALTEE, THOMAS M. PLUMB-PAL, INC. 1728 SABLE PALM LANE ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-8856 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 147 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/22/10 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 147 . 00 147 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 147 . 00 147 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. rx, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001763 Date 12/30/08 Property Address . . . . . . 1601 LINKSIDE DR Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 fixture ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- AUSTIN, ROGER Q. DAVID GRAY PLUMBING INC. 8850 CORPORATE SQUARE CT. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 744-7255 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/28/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. l�r �'. 'M _l � CITY OF ATLANTIC BEACH 1 ') PLUMBING PEKING APPLICATION Date: Property Address: /%Cc } ()y'?"C� Telephone#: Owner: A/20 ' ���- �Y P �t Contractor: David Gray Pium Sing, Inc. Telephone#: so oi•;Dro;ata quare Court Contractor Address: Jack-sn' iwille,Florida 32210 Fax#: Contractor Signature: CFC 022586 In consideration of permit given for doing the work as described in the above statement,we hereby perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit-number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer �_ Water Heaters Sprinkler System Other F ees Permit Issuing Fee: $35.00 Total Fixtures: J X$7.00 + $35.00 = i 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 a !Fax: (9041247-584.5 • h,,'-.Itp:i/www.ci.atlantic-beach.#l.us Revised 1/04 Dec 29 08 02:43P DAVID GRAY PLUMBING 904 723 5668 .:u,, .. �``,- CITY OF ATLANTIC PEACH t�= .;"0 P ITIVII3 TGPENaT APPLICATION Date: Property Address: l �ICSlF7C / lG' r �f Owner: �a i t�-_jL. Telephone",,: tDav�id Gray Plumbing Inc. Telephone �• �' � Z S Contractor- P Car-porate Square curt Con-tractorAddress- Jackspr0le.Florida 32216 Fax n: Contractor Signature- &Ilk � � CFC 02,5113 in consideration of permit given for doing the work as desmbed m tib above statement we hereby I pe-form sant wort:iz accordance witt the ettaehed pl=-and specifications which are a pat hereof and in accordant--with the City of Adrotic Beach ordinance and standards.of good practice listed therein. Itmilation of plumbing and 5--tures mast be in accordanx with the most recent edition of the Southt-m Standard Plumblag Code. Plumb inn,Type: If ocher ceras ruction is being done on this building o.sire, . 0 New list the building permit-number: 4 Re-Pipe 4 1 Number of Fixtures: Bata:Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals LTriwds Floor Drains Washing'-\fachize Lavatory Mater ! i Sewer �� Water Heaters Sprinkler System Other Fees i Permit Issuing Fee: $35.00 I Total Fixtures: 1 X 57.00 S35.00= � 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (9041 247-584.5. ht :llwvFvFew.ci.atiantic-beach.ft.t:s Re-4sed 1104 1111p, I lippip Tertirtrate of Mrruvanru Otu of Atlantic Vtac4 -- Nforiott Department of Nutlding Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. ;ir .:"i EG�r�i1=, t_N 3_e'.e:1Cf n1N Use Classification �- Bldg. Permit No. Group T zf raTsEI Type Construction:s.Z Fire District K(��L_ Z c i` x b?Eta. , Owner of Building` 11tE,K ''.Cal Escat-c' Address ! BuyldMgAddress ib lr 1itS"a£ iT V Locality _r�t't.aiit:?c Beach, Fl- 8. !.'.' By: DON' C FORD Building Official - Date: POST IN A CONSPICUOUS PLACE 'i 1 i CITY OF Office of Building Official REQUEST FOR INSPECTION Date O — Permit No. o �� Time Received - C-) Job 6ddress Loc ity Owner's — Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring _ Rough Air Cond. & Re Roofing E Slab – Temp Pole _ Top Out L Heating f Insulation ❑ Lintel _ Final E Sewer – Fire Place / Pre Fab READY FOq INSPECTION A.M, We�d'Mon. Tues. Thurs. Friday P.M Q AM Inspection N d �_C!a�/95 /�•_j P.M. !n pecror s Final Ins e je- ElNs/�e ertificate yf Occupancy ©F��} ir�e�Vc�e i CITY OF o� Office of Building Official REQUEST FOR INSPECTION p Date_ Permit No. Time 3"06 Received � ^., 0�d� Jo ddress Loc - Owner's Contractor �. � BUILDIN CONCRETE ELECTRICAL LU GING ECgaming ❑ Footing Rough Wiring CRough ❑ Air O Re Roofing C, Slab O Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel D Final G Sewer O Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. ed. Thurs. Friday , a A.M. lnsreetion Made �J_ P.M. !, perior Certificate of Occupanc i Part of -cts lin an,,, selva Linkslid- 2, to shown on plat recorded it Plat Book 47, Pages 85, 65A and 85?, current pt-iblic records o t ==gal county Florida, being more Particularly described ar follows' For Foint r,"I yBegirming co-m—mence At tl,".t ccner of said Lot 101 and run South 93* 15' 00" Wepit, along tbt- youth line of said Lot, a of 102-92 feet to a point; run thence MOrth 06' 45' 00" West - a 3- J-31arce of 11-00 feet to a pc -ktl' run thence South 83' 15' 00" West, a distance of 37.00 fest to a point v" the East right-of-way line of Linkside rrive (a 50 loot right-of-vay): ruj-a thence! Morth 00' 01 ' 00" West, a distance of 50.35 feet to a point; run thence Worth 133* 1.5' 00" East, a distance of 37.00 feet; run thence South 06' 45* 00" East, a distance of 11.00 feet to a point on the NQrth line of said Lot 101; run thence North 83* 15' 00" Rost, alonj said North line a distance of 96, 91 feet to the Northeast comer thereof; run thence South 06' 45' 00" East, alonq the East line of said Lot 101, a distance of 50.00 feet to the Point of Beginning, NOTES: 11 SL&arfngt; shown hereon refer to said plot of 5*1va Linksido - Unit 2. 91*vatiun:s shown thus (14.0) refer to National Geodetic Vertical (NOV) Daturs. .9J4,tr er :9 7' iw 'Q�4 e 14 (6A/ 1z X 10 1j; 0 K Th I-STORY snlem DM51 L 1AA5 til LT 71 4> e4 ecS Moof -if vew to� vr 1 14 Kj N 6 plow r 0, 4. 0 ............ 0 9 "" ?, 1995 "EREDY CkHTIFY -HA, iHIS SuFIVEy� PFRron.MF TEC;4*jtt_-A'L STANCARC,,,SCR LAT,4D D UNDER MY RESPONSIBLE DIR (PUASUAN' 0 SE-CTIC17N 4, C7 I �';PIVMPS IN ACCOM)ANCE VATH CHAPTI=R ajGt7 MINIMU MENTS ".,jp �:LOPFDA STArITES i,AND FURTHER VI-A-ADMt?qj$7PATIVr Cor)r= ON THE SUBJECT PROPER y EXC'Ept AS .SkOWN 014 TItJjS 81-3 ., j C�MIFY THAT T"SFIE AIS No VISIBLE ENDROACH. &QQ" - _JRVFY 0WN H�PEotj jS IN FLCCID 0 tHE F- -J.'JI, 44 MAF IN.Sul-9ANCE qATE I-A.L fFnLUFNB JM*rMCTMj,LM OLE A Co ROACH. 0 PANEL -4:7 CLARSOM Ato ASSOCIATES, INC. t)A+tD 4-/IP.Sty 1841 HAI-00 AVIF-JACKSIMWELt, FLA jz207 M RURVE'rt-D A�0' Y • ARC Oforwit COft aft� 95' -SCALE: 4F��- Pow OF C ISTERED FI q tact � l Fie 11-7 r. PAI,#My OF R 6F r.n. CITY OF ATLANTIC BEACH 09� ( I I 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 322M 1'! OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US PLUMBING PERMIT APPLICATION DUVAL COUNTY 1.J013 ADDRESS: // 2.IS THIS A SUB PERMIT:IT: 3.DA, / 1TE: C q Q n/�� S10/(S OYES p/PERMIT#: Z 3 PROPERTY OWNER: 4.NAME: - 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: p ALI OlrS 'Wr'.Ice- PLUMBING CONTRACTOR: 7.NAME OF COMPANY: 8.ADDRESS.: ^� (/1)•'713 - g" ,rC . 207 4C S�- N J C 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHONE: 11.FAX NO.: cr= c ca S� zyZ - obit 12.EMAIL ADDRESS: 13.OFFICE PHONE: 14. 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 null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is mmenced. CONTRACTORS SIGNATURE: 16.NATURE OF WORK: 16. 16.CURRE ODE: ❑ NEW ❑'07 FLORIDA BUILDING CODE- D RE-PIPE PLUMBING 0 OTHER: 19.NUMBER OF FIXTURES: 2 BATH TUB SEWER CONNECTION BIDET SHOWERS / DISH WASHER SHOWERS PANS 1 DISPOSAL SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE Z HOSE BIB WASHING MACHINES ICE MAKER i WATER CONNECTION INTERCEPTOR WATER HEATER 3 LAVATORY URINALS LAUNDRY TRAY OTHER(SPECIFY): ROOF DRAIN 20.PLUMBING PERMIT FEES: PERMIT ISSUING FEE: $!35.00 TOTAL FIXTURES: 1 b x $7.00 (PER FIXTURE) + $35.00 = BLOG03 Permit Appkabion Plw*:05 06 09 e e CITY OF WO MMOLE ROAD r�i!L'a�ctic �►tac� - 11le�sida — - --- --- - AnAtMC WACH,nOUDA 3233-544s TELEtM NZ(W 247-SMS FAX(W 247-SMS NOTICE TO: hater Department FROM: Building Department DATE: O 3 ? J� Please be advised that the final building inspection has been completed on each of the following addresses and construction Water is no longer needed: Permit Number Address ? Sincerely, Building Department DATE: ---- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: ------------------ ------------------------------------------------- ------ ' --=---------------------------------------------- ------------------------------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. SINCEREL , BUILDING INSPECTION DIVISION cc:FILE 1 �/- �CgITY 4F 4 � 15 -49k - Office of Building Official �� �� �.•-� REQUEST FOR INSPECTION Date Permit No. Time Received F Rlu� Job Address Locality Owner's �( 'Jame � Contractor �,J•---� #�.. _ 3UILDING CONCRETE E ECTRICAL PLUMBING MECHANICAL raining Footing E Rough anng ❑ Rough G Air Cond.& f�-: e Roofing 0 Slab Temp Pole Too Out Heating sutation rn t Lintel 0 Final C Sevier Fire Place �) � Pre Fab READY FOR INSPECTION , n i ues: Wed. Thurs. Friday. A.M. ection Made ( _-.P.M. Final Inspection F3 Certificate of Occupancy Date �y }CITY OF Ted Office of Building Official REQUEST FOR INSPECTION Date_ _ Permit No. 0- TimeC-1 ( A. f Received T G Job d ss Localit v-- Owner's Name t —"`�7 _Contractor f { BUILDING CONCRETE ELECTRICAL PLUMBING j MECHANICAL Framing _ Footing Rough Wiring -_ Air Cond. & D Re Rooting _ Slab Temp Pole Top Out Heating Insulation Lintel Final _ Sewer �— Fire Place yy, Pre Fab READY INSP ECTIOMLI '� � A.M. Mon. Tues. Wed. Thurs. Friday_ P.M. A.M. Inspection Made ���_ — P.M. Final Inspection t� Certificate of Occupancy Date _ -- ---- CITY OF Office of Building Official /0,�Y� l REQUEST FOR INSPECTION Date rt ~� — Permit No. Time A.M i Received l.J Job Ad locality Owner's Name I _�— Contractor BUILDN CONCRETE LECTFtCR�Z'`�, 9 FiAhttG� Framing Footing Rough Wiring 5ond. & Re Roofing Slab Temp Pole Top Out Heating Insulation Linter = Final _ Sewer Fire Place C Pre Fab READY FOR INSPECTION Mon. Tues Wed. Thurs. Friday--<fp.MDi lnsp ctior Mlade � F PMi, Final Inspection C: Certificate of Occupancy �2s Date --- CITY OF Office of Building Official BEQUEST FOR INSPECTION � � �V I Date�_ �� t Permit No. ( r✓�� Time , J t' A. . Received .1 ti —�Xz, -4�� Job Add r L fity Owner's �^ rac�tor_ LD CONCRETE EL PWMBING— MECHANICAL Framing Footing _ Rough Wiring_�1- Rough +r Re Roofing Slab Temp Pole E:, Top Out Heating Insulation Lintel C Final C Sewer C, Fire Place _ Pre Fab READY FOR INSPECTION 7 MTues. Wed, Thurs. Friday Inspection Made ` P r spector -s •-~` nal Inspection u Certificate of Occupancy Date _ CITY OF 4&644C ISC444-" Office of Building Official REQUEST FOR INSPECTION Date � L Permit No. _! `i / Time L A.M. Received f PM. Job Address LocalityOwne Namer'S Contractor � 7 _/A1-5 BUILDING CONCRET ELECTRICAL PLUMBING MECHANICAL Framing — Footing Rough Wiring Rough ❑ Air Cond.& _ Re Rooting - Slab Temp Pale G Top Out E Heating insulation Lintel L Final Sewer E Fire Place _. Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Frida v} p _,r A.M. 0&C( ) Inspection Made ---m by l3gJv tJ93d inspaetor.— Final Inspection G .�. Certificate of Occupancy E" Date CITY OF - .� lgeacA- Office of Building Official REQUEST FOR INSPECTIOiN Date C 7 _�_� Permit No. Time r A.7J, Received �_._ _ ' Job Addr- Owner's Na - x-� . - _Contractor 3UIl61NG CONCRETE ELECTRICAL PLUMBING MECHANICAL raming Footing Rough bViring Rough Air Cond.& e Roofing Slab Temp Pole Top Out = Heating sutation Lintel Final _ Sewer Fire Place READY FOR INSPECTION Pre Fab n. Tues Wed. Thurs. Friday )ectior.Mads _ � 3� _R 3 Final inspection Certificate of Occupancy Date ._._ TRANSMITTAL DOCUMZNT FOR JEA / �j - ) DATE.• L/ The following permits have passed "rough" inspection: Permit No. Address �oaoex� �as�d�esxo�6cxfduncso+bt�ac. Please update your records accordingly. Thank y�i 1 BUILDING CLERK CITY OF ATLANTIC BEACH /vcb A Y p CITY OF ATLANTIC BEACH, FLORIDA E Approved by APPLICATION FOR ELECTRICAL RERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE.,- IMPORTANT ATE.,IMPORTANT NOTICE: , IN CON91DERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. MAWO UECRC . ELECT ICAL F1 RM- MASTS E CI N NAME..C-EMW -13_19NOADDRESS:_1605 """ RFD BOX BLDG.SIZE 1_._ ' T' �a15�IN u0( D BETWEEN: RES.f� APT.( 1 COMM.*l PUBLIC,( I INDUS.f ) NEWYI OLD ( I REW.( ) ADDITION ( 1 TRAILER ( 1 TEMP.( 1 SIGNS ( I SQ.FT. SERVICE: NEWX INCREASE f i REPAIR ( 1 FEE --- CONDUCTOR SIZE AMPS COPPER ALUM. SWITC11OR BREAKER- AMPS P 1%4 W Z4WO Y EXIST.SERV SIZE AMPS PH I. W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES _ CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT 61 M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1II.P. VOLTAGE PHS 711SCEl.LAN@Of1S TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED S . TOTAL FEES _.�..L 1 Psi-`seas 1 0 G 8 4, 4 DEPARTMENT of BUILDING CITY OF ATLANTIC BE Permit Wuber: ?28 :" . ABISYI IIV�'' Permit Ty a r I I CI I CAL ATI IT I, SI�ACii f 10LOR I DA 32213 C of Work' .NIS w.. _ �. L GAL D, $CA `ION 'Con tr'. type, , 00 " AMe L�t;i 1{�� . ����k'» Sertian; L t £3sed uze. SINGLE FAMILY. Tcawsas I F K 'a 0 Dwellings, SuMiv s on'� L .L l " ► estimated � t ft mprov. COS', .00 Amount 47 .00 tam ` VPS [kbM1+ ,ww „A. Sti°*„ 1$'�!►A h.)r $47 .00 Add t , € RIVE l 7 , � N A0, Per so .00 �7091DA 32233StwElk 14PACT #ZZ:, ho � Pa T AP .. p x a N'P` IAT O - RADON CAi d}',t} 0.,00�n A res RCS � 'AF x SCI; iM`" I . MPA ' P' II +" ? 40 .00 00. NOTES: Nt3TtC '=-AI.L CON 1 F4 IMS AND FOOTINGS MUST BE INSIA T �EFOI4iE'"G PERMIT V©ID S1X MONTHS AFTER DATE, ISSUE BUILDING MATERIAL,RUBBISH-AND DEBRIS FROM THIS WORK MUST NOT BE PLAC Eb IN PUBLIC SPACE,AND MUST BE EITHER CONTRACTOR OR OWN CLEARED UP AND 1 ALtLIyI t1 tAY OWNER Wit OUPLI FMOMTO HS RIVINC ISS EI ACCQFiRt t T{ Af 3�'R }V,ED PLANS WHICH ARE PART WJE THIS PERA�#IT"ASW0 SUOJ CT''TO" IS Vt�GATK�I�1 F Ufit I T IIC�N GIw APPLIOASIX t?RC k ISIC>NS OF#.AW. r ATL�4NTiC MACH BUILD NG{ E#'ARTA�IEPIT s kY{t1 AS.3Ai CJ5%� 6" 14 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH r ATLANTIC UZACN, FLOtitOA 1--" APPLICATION FOR MECHANICAL, PERMIT CAt .IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, {I,,111, and IV. i' 1605 LINK512 DRIVE LOCATION Str••t Addr.11:OF Intersecting Sh••lu Ilel.eerl C F M T N n I F ROAD And ATI A N I•TC BIVD BUILDING � 0 Sib• rilion H. IDENTIFICATION — To be completed by all applicants In eons;d9w;on of p•r+nit 94en for doing the wort as described in the •bcve stetemenl we herebyagree to pe•te••n Ird .o•r .ilk the et4chpd pE1ns end Ipecificetions which are a pert keeeof end in eccoedonce w;tis the C;ty of J•clson.X@ ord:-e-Ces a-s Os-6--s of good prect;c• listed therein, Nome of M•ckenicel Contreclorl Coekector (Prier) MANDARIN HEAT &AIR Meltef CACA12623 Home hoperth•peAT (Jrn•r CENTEX HO Pr S�geefii/• 1{ t'rnel dt SlgnetY// of w Aofirwiud Agent I Architect or Eogineor 111. G1NBU1• INFOR"TiON /1. Typ.of IwaKng foal: e' IS OTN[K CONSTRUCTION BEING DONE ON E6, Mc THIS aU1l..0ti4G ON SITE? Y E S ❑ G•e—0 tr I] NeNtal Q C•ntrul Utility lit YES, GIVE NUMBER 0/ CONSTRUCTION 1 0180 ❑ 01 r PERMIT p 0*- Spouty IV. WICKoh,4CAL EOUIPMiNT TO it INSTAUO NATURE OF WORK (Psev4s eornptote 0 of eompwwah on beck of this form) A Resicionilal or (I Commercial 01 Nest Q Specs ❑ Racessad aki Cantr*1 0 Row U4, New Building Air Conddio.inq: ❑ Room ❑ Control ❑ Existing Building •Drd Sys+em. Merkur mck"&L ❑ Replacement of existing system Maximum capacity 12 nn �f�, — New Installation(No system previously installed) Q CJ Extension or add-on to existing system Rafrigeretion ❑ Other — Spocify r_ (] G lioq taxer: Gpecih 9 P e1• Q F.n spAi%Uen: Numbor of headt_ V— ❑ Eievetor Q McIJ;h 0 Esceleror {eumbw) THIS 51►ACE FOR OffICE Uifi ONLY Q Geed "pumps {*umbe►I (Roaiv+d) C) Tawis (eumbart Rarnaris ❑ 04 c"bi• (eernlw.l Q Uefirod pmavre vowel 0 wawa Pormit Approved by ate O Qtr — spocj{y Permit Fo- LIST ALL EQUIPMENT AIA CONDITIONING AND REFRIGERATION EQUIPMENT Numbar Utstu Dwcriptlon Model Number Maautacturvr �)r A1�P _ E HEATING ► FURNACES. BOILERS, FIREPLACES _..._Vfiifs I�wertplloa Model Numter YeAutact izu ( )r AIJU TWVO TANGS i NOW Maar Notabw CYpacit o" ocScriaJ Appproving ----� . 4o Dlmecdma zCo t�4d Stan tu.nr No. Agency i CITY OF Office of Building Official REQUEST FOR INSPECTION Date �^ Z -3 Permit No. Time � � A.M. Received ____ l 3_.77 ---PM, Job Address Locality Owner's (� Name `-` Contractor BUILDING CONCRETE ELECTRICAL LUMBING MECHANICAL Framing Footing Rough Wiring ugh Z Air Cond.& G _ Re Roofing Slab Temp Pole C Top Out Heating Insulation t Lintel Final E Sewer E, Fire Place 1: Pre Fab READY FOR IN��EON A.M.M. Mon. Tues, Wed. Thurs. Friday__._ PM. A.M. Inspection Made __—.._.,_.�� ---._—.___—PM. Final inspection C. Inspector Certificate of Occupancy Date K , 5 CITY OF odW 134; Office of Building Official REQUEST FOR INSPECTION y of Date { _ Permit Na. Time A.M. Received __ P.M. Job Address v Locality Owner's Name _._ Contractor BUILDING CONCRETE ELECTRICAL PLUMBIN MECHANICAL Framing Footing _ Rough Wiring 35 Air Cond. & Re Rooting Slab _ Temp Pole Top Out /___ Heating Insulation Lintel Final Sewer _ Fire Place _ Pre Fab READY FOR INSPECTION A.M Mon. Tues. Wed, Thurs, Friday _P.M A.M. Inspection Made inspector— Final Inspection Certificate of Occupancy Date 1078 eo DAPARTMENT OF BUIL6WO QITY OF ATLANTIC BEACH LO(:ATIt R Ilitomo'a;l«om - i ►it £�irr erg DO TS Ads r S. Is RSITV P rmi t� TT S� -PL, iffD SN C ,S Cl,, F O T,I)h .3,2133 CIIA]s 'JON Constr,� ;T W t d, # Lc�t :. $O timi- sSt. BQ 1 Tr ;,. " Rtes t �td 'c qdo V } u4` S£� I joS 'will I oojw r m On Pzk 00' $ Q{ { RAI 0 CA 5 00 Nam ' 1 ID 11NQ S V t LA 10 '�tQS s �� ORi� Q �.Q t - Ct. 0 � Tp _ 4 SSC R" , FES01 . NQTES� Nt?7IC =- ALL CONCRET .F!RIMS ,AND FOOTINGS MUSS:8E 'Rf1=Q41 PI*RAAIT VUtD SIX MONTHS AFTER DATE OF, iSUE 3UlLAlNG MAT!~RIAL RUBBISH.AN EBFitS FROM THIS WORD MUST NQT 8E-PLACEO IN PUKIC SPACE,AN©MUST pE CUED QIP AIVD HAULED�UaAI+B�EtTHER-CC?IVTRACTOR OR OWPI15R FUR ` tP '1 ' TH fiHE �ElAN 'S LIEN LAI ANRULT . N V ! 1 G TWICE FORTH MP v Sul xEta ACCOROWt TO APPROVED PLANS WHICH ARE PART OF THIS PERIUIiT i4Nd 5t11�JECT TCS FIE1lC3CATIQt�t FOR 1tIOL;TiONtf"LICAiSLf 'IRvIQIfS+I31=1 A1A1: R.�TiC$ CH EiL�11NQ IaEIT_ b ' / 41 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT L , Job A L1 S 6 d� LOCATION: . OWNER OF PROPERTY: -( BUILDING CONTRACTOR: PLUMBING CONTRACTOR ` 1 AND ADDRESS: Vi / TELEPHONE NUMBER: Qc�4, P-l� -,O_(�00 STATE LICENSE NO: A ' TYPE OF BUILDING: 3 2zl-�I, TYPE OF WORK: Ltc)44 ry-� 1�i /,/�l HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY _ WATER HEATERS BATH TUBS DISHWASHERS 'URINALS _ DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER dd TOTAL FIXTURE COUNT: ' s $3.50 + $15.00 = $ ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT ZDITION40F THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 '*$ y`(,�{yil'�r '. .4 �. >: t + ` rttg w .,Ra ,,q " N § -ermit ue t 1,011901" Address <� tC2 LL SI S + it� ly e. 8 I L13 kLANTI BEACH,` FLOR I DA 2 . '�33 � a l' Work': W, ��� .� .. w� �� AAL # $ T,PT°I . -� ?` .' i4ti 3 'R L4 . = + l s c1 inn. ; xc use; xNOLE crla: £ ' l inc sl. 1 Subdivislow "Sel va Linkside "t f4d VAIue. 918 115 '. lmp'r6v.' Cost0; 0 tot-41 Fees . X28$0. 47 Amoy t s,2880, 47 � ` k. T 1 FOXMATIOW . a: $699.00 JkTzp., ImpA t FEE $470.00 W; `LORPill JDAP c . 3 x , ROW ,1 471 1 A"i r SAe a . . .8 2 RAPONw1tD.41 ame S 'ATVA IAL I13E. 325 .00 .� JV� ILL1�� ' 32TM 1 C%O' CONNECT O $35 ,00 ' r 5 . I 0 ,0 � r RCHARG . 4 Yr �,�p.i*"pAL".i�gydf%'��i.w.et "13Mee+ ,.'+aRi ram'kpk' $ r. NOTICE Ak.L CC3NGRETE P4RMS atria ROUTING$MUST®E.INSP��©.BEfiORE P��3t11!�ING`.,. PERMiTV01©SIX MONTHS AFTER#7ATE'OF ISSUE ! I G MAR R#AL,RUS1318H AND DEEMS,FROM THIS WORK MU$t NOT BEPLAC MIN PUE1L#C SPAt E,AND MU RE[ UP HAULEPAWAY BY EITHER CONTRACTOR OR OWNER 'rc UR !1.+ .. R THE MECHANIC'. I EN L CAN' PROPERTY0 AA TWICE FOR `NE IN tuPOOVEMeNTS" k . # t�D,ACCOROING TO APPROVEb,PLANS WHICH ARE PART OF THIS PERM#T NO SI JB;IECT Tt F1 11C i47 tQ i`F 3Fi .a.* ., QN ApPUI;AIL PROVISIONS OF I.AW. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address— z2 , Date Heated Square Footage AO fL@ $ J-�. ac� per sq ft = $ 7o s S _ Garage/Shed I @ $ �.,D U per sq ft = $ l Oarport/Porch 4� @ $ / ��< per sq ft = $ _ Deck @ $ `' per sq ft = $ Patio @ $ �1' d" per sq ft = S` r TOTAL VALUATION: S Total Valuation 1st $_,S-� no 0 q y2 7 _s L26 C)o RemaiAing Value $u.00per thousand or portion thereof TOTAL BUILDING FEE S � + 1/2 Filing Fee $ 2 a47,00 (' ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $! WATER IMPACT FEE $_ SEWER IMPACT FEE $ �O WATER METER/TAP $ PS.od CAPITAL IMPROVEMENT S _��,t�Ov _ SEWER TAP S _ (//7) RADON (HRS) .0050 S��L SECTION H PAVING ( } $ HYDRAULIC SHARES $ - C. - ���/ CROSS CONNECTION $ (/6q�) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE 533(P ADDITIONAL PERMITS OR FEES: Mechanical Plumbing _ Electric/New Electric/Temp ; SwimmingPool Septic Tank Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: 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. BATHROOM GROUP CONSISTING OF -�SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY i BATS (8) TUB OR SHOWER STALL (6) _�ATER CLOSET / WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) _,:�'BATHTUB/SHOWER (2) URINAL WALL LIP (4) -44SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) C� SHOWER STALL DOMESTIC LAUNDRY TRAY (2) __L_LAVATORY 2) _LAVATORY (1) COMBINATION SINK AND TRAY (3) —J--WASHING MACHINE (3) POT, SCULLERY SINK (4) _DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) ENTAL LAVATORY (1) KITCHEN SINK WITH WASTE ENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET ($) �RINAL STALL, WASHOUT (4) �uSHING RIX SINK (8) LCOMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) �aINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) VATORY, BARBER/BEAUTY _ICE MAKER (1/2) S OP (2) SURGEONS SINK (3) .r„ ,-- UVATORY. SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS @ $20.00 EACH , JOB INFORMATION r s ' CITY OF ?ROPERTY :pESCRIPTIOH � s / CIZKtIC �CQ.t`i - 1-7f47GC�Q _ot s•_J.0-1---Block I_-- Section I MAY 161995 7160CEANBOULEVARD --__ P.O.BOX 2S ATLANTIC BEACH.FLORIDA 32272 iubdiviaionl_ Q1�41R.��1, si1P .----------Building and Zoning TELEPHONF.00tt244-2J95 itreet !lame DESCRIPTION OF WORK srAddreee s_1„� -hL(_ If in a FLOOD HAZARD 'lood Zones _ esea complete page 3. Brief Descriptionsi Claws of Works 1 (New/ReaOdel/Addition)-29f-U. .------- :OHING INFORMATION Type of Construction s :oning Proposed sistricts _Use 8Esliwated Value :xceptions or Materialss,jk�a4_-S-�uCCO________ ariancess Oranteds��_____�- ,_ _ Solid or �....._- M.�w.._--�_.... Filled Grounds- 00*'- Roofs F�L�r Sh_ n�irS OWNER INFORMATION '! Method of Hootings Property Owners_ .�.J� �� _-- Phone$,,,Q -- Mailing ` -'---�- - Address-t"Q S..Q_ _�..----- _ Q` Q�.v_� ----------- Zips_.aa1�------- CONTRACTOR INFORMATION Contractors � L' c-c a - ------ Phone s���yS S f - --------------- ------------ Mailing / Address s.a�e� .�..s7bz"� � L► t .-sl___..MM__..-------- $-(V-- ----------------------------- Zips `�a��L-------- /� ,.n./ License Numbers fl Expiration/ -------- Dates__ Z NCRC&Y CCRTII•T THAT I NAT[ MCAD AND EXA0T*CD T"29 APPLICATION AND KNOW_TUC SAMt TO I1C TRUE AND CORRECT. ALL PROVISIONE OP TN$ LAMS AND ORDINANCE4 DOVCRNINO TNIS TT►C OF PORK wiLL vC ^ COMPLIED WITH. WNCTNCR Sre=rICO NCRCIN OR NOT. TUC GRANTING OF A TCRHIT DOCS NOT PRC:unE TO Ar OIYt AUTNORITT TO VIOLATt OR CAHCKL TNC PROVIssIGNss OF ANY FEDERAL. STATC OR LOCAL PULM �. .�. RCOULATIO". ONOINARCES. OR LAWS IN ANT NANNEN. INCLUOING TUC GOVCRNIMO OT CONSTRUCTION OR TNC v_ �„r PERFORNANCC OF CONSTRUCTION ar TOC PR).7CCT. I UNDC*STAN0 THAT TUC ISSUAMCC Or TNIS PERMIT 12 }?••,..; CONTINGENT uION TUC ANGVC INFORMATION &CIKO TRUC AND CORwCCT AND THAT TNC FLANS AND SUPPORTING AF i!►J• . DATA HAVC &CCN OR LSNALL- NC PROVXDCD AN REOUIREO. Owner Signature Date_ Contreatox Signature Dat ----__ --_----__ e____________ r O z FLOODPLAIN DEVELOPMENT INFORMATION A Type of Developments � Flood Zones___ Required Lowest Floor Elevations_ If building Is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATXCH is equal to or above the base flood elevation established for that scone. No final Inspection will be wade and no certificate of occupancy will be fasued until the survey is on file with the Building Department. COMMENTS& Applicant Acknowledgements 2 understand that the issuance of this permit In oontinapent upon the • above information being correct and that the plans and supporting data have been or shall be provided as required. I &gree to comply with all applicable provieionn of Ordinance No. 23-7-11 and all other lave or ordinances affecting the proposed development. Date_____ --Applicant•& Signature__________________________ ------------------------------------------- ------- Department Use Riquired Lowest Floor Elevation ---—___________ Aq Built Lowest Floor Elevation Survey Filed with Building Department - Building DepartmentRvpresentative page 3 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97 .4 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- j The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear I -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11.0 ( --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIRCONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . 10.0 IX--------------------I HEATING SYSTEM. . . . . . . . . . . . . . 6 .8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 1----X---------------0190 0.54 Gas EF. . . . . . . . . . . . . . 0.00 1 --------------------- 1 0.40 0.80 SolarEF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: Sir-9S City/ZiC'W;"t 3111 (- Florida Florida ergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 101 SL 2 BUILDER: CENTEX AND ADDRESS: 1605 LINKSIDE DR PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT N0. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4. 5. Conditioned floor area (sq.ft. ) 5 . 1647 .00 6. Predominant eave overhang (ft. ) 6. 1 .00 7. Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 170.00sgft b. Tint, film or solar screen 8b. O. Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 .00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11 .00, 197 .00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a.R=30.00 , 1658.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97 .42 a. Total As-Built points 19a. 28939.75 b. Total Base points 19b. 29706.04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE:_15_1&_9S_ 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: ea)'be C19c c> BUILDING OFFICIAL: DATE: S-I$-9s" DATE: - Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 101 SL 2 BUILDER: CENTEX AND ADDRESS: 1605 LINKSIDE DR PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1 .00 7. Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 170.00sgft b. Tint, film or solar screen 8b. O.Osgft O .00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 197 .00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30. 00 , 1658.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6. 00 uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0. 90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97.42 a. Total As-Built points 19a. 28939.75 b. Total Base points 19b. 29706.04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed ��nn this building will be inspected for PREPARED BY: �C � compliance in accordance with Section DATE: S-/S'• 9 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL:,_ DATE: S`/S Q r DATE: ******************************************************************************* SUMMER CALCULATIONS ******************************************************************************* BASE __= I =_= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 92 .00 65.8 6053.6 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 20.0 38.3 .94 720.0 DBL CLR N 18.0 38.3 . 94 648.0 DBL CLR N 18 .0 38.3 .94 648.0 S 24 . 00 65 . 8 1579.2 DBL CLR S 24 .0 66.2 .91 1445.8 W 54 . 00 65. 8 3553.2 DBL CLR W 15 .0 79 .7 .95 1135.7 DBL CLR W 15.0 79.7 .95 1135.7 DBL CLR W 12 .0 79.7 . 95 908.6 DBL CLR W 12 .0 79.7 .95 908.6 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1, 647 .00 170. 00 1.453 11, 186.00 16,255.89 8,846.60 NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995.0 .9 895.5 Ext Wood Frame 11 .0 995.0 1.70 1691.5 Adj 197 . 0 . 7 137 .9 Adj Wood Frame 11.0 197 .0 .70 137 .9 DOORS---------------- Ext 21 .0 6. 1 128. 1 Ext Insulated 21.0 4 . 10 86. 1 Adj 18 .8 2 .4 45. 1 Adj Wood 18. 8 2 .40 45. 1 CEILINGS------------- UA 1507 . 0 .6 904 .2 Under Attic 30.0 1493.0 .60 895.8 Under Attic 30 .0 165.0 .60 99.0 FLOORS--------------- Slb 169.0 -37 . 0 -6253. 0 Slab-on-Grade .0 169.0 -41.20 -6962.8 INFILTRATION--------- 1647 . 0 8.0 13176.0 Practice #2 1647 .0 8.00 13176.0 TOTAL SUMMER POINTS 25,289.71 ' 18,015.22 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 25,289. 71 .37 9,357 . 19 1 18,015.22 1 .00 1. 100 . 340 .860 5,794.42 ******************************************************************************* WINTER CALCULATIONS BASE ___ -_= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------ -------------------------------------------------- N 92 .00 -10.6 -975.2 DBL CLR N 18 . 0 7.3 1.09 143.2 DBL CLR N 18.0 7 . 3 1.09 143.2 DBL CLR N 20. 0 7 .3 1.09 159. 1 DBL CLR N 18.0 7 .3 1.09 143.2 DBL CLR N 18.0 7 . 3 1.09 143.2 S 24 .00 -10.6 -254 .4 DBL CLR S 24 .0 -28.4 .96 -654.3 W 54 . 00 -10. 6 -572 .4 DBL CLR W 15.0 -9.2 .85 -117 .3 DBL CLR W 15. 0 -9.2 .85 -117 .3 DSL CLR W 12 .0 -9.2 .85 -93.8 DBL CLR W 12 .0 -9.2 .85 -93.8 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ----------------------------------------------------------------------- . 15 1, 647 .00 170.00 1.453 -1,802 .00 -2 , 618.73 , -344 .57 NON GLASS------------ AREA x BWPM = POINTS I TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995.0 2 .2 2189.0 Ext Wood Frame 11 .0 995 .0 3.70 3681.5 Adj 197 . 0 3.6 709.2 Adj Wood Frame 11.0 197 .0 3.60 709.2 DOORS---------------- Ext 21. 0 12 . 3 258. 3 Ext Insulated 21.0 8.40 176.4 Adj 18.8 11 .5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1507 . 0 1.2 1808.4 Under Attic 30.0 1493.0 1.20 1791.6 Under Attic 30.0 165.0 1.20 198.0 FLOORS--------------- Slb 169.0 8.9 1504 . 1 Slab-on-Grade .0 169.0 18. 80 3177 .2 INFILTRATION--------- 1647 .0 7 .4 12187 .8 Practice #2 1647 .0 7 .40 12187 .8 TOTAL WINTER POINTS 16,254 .27 21,793.33 TOTAL x SYSTEM = HEATING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 16,254 .27 .55 8, 939 .85 1 21,793.33 1.00 1. 100 .500 1.000 11,986.33 ******************************************************************************* WATER HEATING ******************************************************************************* BASE _-_ __= AS-BUILT =_- ----------------------------- - NUM OF x MULT TOTAL ( TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS I RATIO MULT ------------------------------------------------------------------------------- 3 3803. 0 11,409.00 40 .90 1.000 3719. 7 1.00 11, 159.00 ******************************************************************************* SUMMARY ******************************************************************************* BASE ___ __= AS-BUILT =-------------------------------- - COOLING HEATING HOT WATER TOTAL ( COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 9357 .2 8939 .8 11409.0 29,706 .04 5794 .4 11986.3 11159.0 28,939.75 * EPI = 97 .42 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97 .4 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- i AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 I ----X---------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0.80 SolarEF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: C,L1UpSc��.`M.t.0e1.��r.S . Signature: , � Date: City/ZiG�.oOKy,,;ee.t Florida ergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME : 101 SL 2 ADDRESS : 1605 LINKSIDE DR CITY :ATLANTIC BEACH, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1647 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 .3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 23620. 60 STRUCTURE SENSIBLE 11671.22 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 15851.22 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 118,1.03 DUCT GAIN 1885. 12 TOTAL LOSS/BTUH 24801.63 TOTAL SENSIBLE 20736.34 TOTAL LATENT 12557 . 11 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4960. 33 20% SENS.OVRSZE FTR: 4147 .27 ACTUAL + 20% OVERSIZE: 29761.96 ISENS. + 20% OVERSIZE: 24883.61 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 15. 00 435.00 690.00 West Double Clr Drapes/Blinds 1 12 .00 348 .00 552 .00 West Double Clr Drapes/Blinds 1 12.00 348.00 552.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 20.00 580.00 320.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00 Infiltration : Winter Htm ( 28.5 ) x 170.00 4845.00 Infiltration : Summer Htm ( 6.92 ) x 170.00 1176.4 .00 Window Frame : Metal SUBTOTALS: 170.00 9775.00 5732 .40 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 995.00 3582 .00 2487.50 Wood Stud - Adj . 11 197 .00 709.20 334 .90 --------- --------- --------- SUBTOTALS: 1192.00 4291.20 2822 .40 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21 .00 371.70 109.20 Solid Core/Wood - Adj . 0 18.80 417 .36 78.96 Infiltration :Winter Htm( 28 .5 ) x 39.80 1134 . 3 Infiltration :Summer Htm( 6.92 ) x 39.80 275.42 --------- --------- --------- SUBTOTALS: 39.80 1923.36 463.58 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1493.00 1940.90 2388.80 Under Attic 30 165.00 214 .50 264 .00 --------- --------- --------- SUBTOTALS: 1658.00 2155.40 2652 .80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 169.00 Lin.Ft. 5475.60 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 23620.60 18851.22 ------------------------------------------------------------------------------- RI NIAN C IJA1%PRINTING 0>4At 1 7 : J 'Rotiee of Commencement i ( (PREPARE IN DUPLICATE) i To whom'it may concern: i t , The undersigned hereby informs you that improvements will be made to certain real property, and in i accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property - - --�Q --- Q.I i.� �_^_1S..�L ----------------------- ' �L:-l---------------------- I According to plat thereof recorded in plat book of the current pub11-c---r--e-c-0-r--d--s y FivrT tk«. General description of improvements __________________________-.________--___-_________-__-___-___--------, Construction of Single Family Residence with Garage on concrete slab -----------------------------------------------------•-----------------------------------------------------• Centex Real Estate Corporation Owner --------------------------------------------------------------------------------------------------- 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 ' Address Fee Simple Owner's interest in site of the improvement ________________________ ________________________--__------_ Fee Simple Title holder (if other than owner) _____________:__________________________________-_---______-_. Name ------------------------------------------------------------------------------------------------------- Address -------------------------------------------------------------------------------------------------- s=e Contractor -----------aas--owner -- n er------------------------•----------------------------------------------- Address ----------------------------------------------------------------------------------------•--------- Surety (if any) ----------------------------------------------------- Addiess -----------------------------------------------------------------Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvements. Name ----------------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name _M--f ------------------------------------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address ------------------------------------------------------------------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.08 [2] [b], Florida Statutes, (Fill in at Owner's option). Name ------------------------------------------'----------------------------------------------------------- Address ------------------------------------------------------ ----------- ------------------------ THIS SPACE FOR RECORDER'S USE ONLY ° 01-AN - -ER- - - - - - - - - Hi•f 1 uy- � h'N sworn to and subscribed before me this day of `- 1993 by Pr'-• who (�is�personally _known to me. Notary Public - State of Florida uu, CAROL HART FLOW .: MY COMMISSION N CC403222 EXPIRES °;• '�; August 25,1998 '.�,Q�,�;td`• BONDED THRU TROY FAIN INSURANCE,INC. 1-17 1995 Building and Zoning •Kra ro t,..oY. 1atot 1z ro 13''4" • '_"Ty.,B.. .a v e,em,. N m ♦f U1 Ot.tO•�'rLLi O 7 T12 F4 Snpso Slydg-Tte '"PSO" Y'"D-rc T t11 047•Il—Y of T14 .. .rtrito¢a cat u.Y v snv+ ( I ou 14-100otlTI t Itl,t oft ft,m 2••,Dtcta a:•G.C. T19 CONI tFLIfT MiVN_D4D tRli'( c m .TM2 lowU2-tune 2731• 129e� HI oo 1YPICA W e55 WMV W no � T r Te72, l3LLM/FI.' W MTON51P LIV T7 76 cn u� f0 MFU fO W50N CAM00-f FCS TS �l T W a s COMf'I M IN5MLA110N 6UIMM5. ALL o NAILS f0 M 9 PPLE12(3Y N LM. T` o T2l v T3 1T2 M1 0 21'- b._ �a = u N ROOF FRAMING PLAN NOT TO SCALE SHEET 2 2 F Y b O `q C6 � � C O O Q 'y S7 y y O h O b a = DESIGNER CNK BY DATE 17.2.94 �t HOLMES LUMBER PUN : 7 EL nmNso naB i-V2 TR USS CO. 6550 ROOSEVE17 BLVD. jV JACKSONVUL EL 32244 PRONE (904) 772-6100 FAX 904) 772-1973 Job' 4- 1'0 HIP 7 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT LB)): 950 940 WEBS 2x4 SP 03 BRG.LOC FTN: 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED OR FULLY OPEN BUILDING (199] SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)•Gravity (-)-Uplift ------------------- ---------------------------------------- N** UPLIFT WWx *;; HANGER .Wx H5 -455#(Jacks Only) HUS26 - + 2751# -1286#(SOU ]ply) MTS12 - -10000 i HUS26 - + 33150 -15500(]6tl ]ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(10U 2ply MTT28B - -37860(2 Each) 10tl HHUS48 - + 5180# -20000 16tl 2ply) MTT28B -44550(2 Each116tl HOUS48 - + 6640# -21990 10U 2ply)) MST60 - -4688#(Per 2ply) HGUS48 - + 80000 -26500 16U 2ply) CS150 - -16500(Each) 1 HGUS5.5- +113350 -39450(]60 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 21 ' _I �— 7' 7'' � 7' 4X8 X8 T m = 1.5X3 Z1.5X3 6p m 4X5(A2) 4X5(A2) X4 X 3_X7 3X48 21 ' � _2' 21 - Ji2 -� 7' 7' `� 7 R=2105# W=3"8 5780 578# R=2105# W=3"8 11 SED: 68524 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL - 1 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES 1111 EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMPORTANTX*SHALL HOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �`�USj � �i� TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TDA - - BC DL 10 •0 PSF DRWG A/A6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5506 - 0 .0 PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T 0 T.LD. 47 .0 PSF 0/A LEN. 21-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER GO RIS Y SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TH15 Qr DUR.Fac. 1 .33 [N ONLY, Ano SHALL Not BE RELlEO upon IN ANY OT1ER MAY. DESIGN?0 THE TRUSS ERECTION CONTRACTOR. ',c INEEA`',.`'` SPACING SEE ABOVE TYPE hips Job: (4-3611)—LOT T2 21'0 HIP 9 THIS DWG. PREPARED FROM COMPUTER-INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP /2 N UPLIFT (1-81: 570 570 WEBS 2x4 SP 03 BRG.LOC FT : 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- WRR UPLIFT xxx I RWR HANGER MRM H5 -455/(Jacks Only) I HUS26 - + 2751/ -1286#(10d 1ply) NTS12 - -1000/ I HUS26 - + 3315/ -15500(16d 1ply) MTS12 - -20000(2 Each I HFKJS48 • + 42991 -16601(10d 2ply) MTT28B - -3786#(2 Each (1001 HHUS48 - + 51800 -20000(16d 2ply) MTT28B -44550(2 Each) 1164) HGUS48 - + 6640# -2199#(100 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650#(160 2ply) CS150 1650#(Each) I HGUS5.5- +11335# -3945#(160 3pIy) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9 T� 3 9 —� 4X6 4 C (R) T m = 1.5X3 1 .5X3 0 6 C;;- 3X4 3X4 (A 1) 3X4 (A 1) B' ) 3X7 21 ' 1-2- w1a 21 -i- 2' -{ R=1140# W=3"8 R=1140# W=3"8 SED: 66526 PLT. TYP. —ALPINE DESIGN CRIT=TPI DTY i TOTAL Ia i REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 T C LL 30 .0 PSF REF X I MPO R T AN T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND — DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-01 BY TPI. SEE THIS DESIGN `1�1Vg F���,' TC OL 7 .0 PSF DATE 12101194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , - ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM GUiREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF ORWG ARAB OR#EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 BC L L 0 .0 PSF R A G, TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - TOT.L D. 47 .0 PSF O/A LEN. 21-0-0 UP CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL DATE 17/1/911 FOR PROPER 0 C q10� P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS Q' OUR.FAC. 1 .33 IN OMIY AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. i INF:05 ` .-.. .. . n 1,4—r Job: 4- T T LITE ATTIC THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS_& DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORD 2x6 SP 02 N UPLIFT (LB): 670 670 WEBS 2x4 SP 03 BRG.LOC FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (0-Gravity (-)-Uplift --------------------------------------------------------------- SPECIAL LOADS WWW UPLIFT WWW I MWW HANGER WWW -------------------------------------------------- H5 - -455#(Jacks Only) I HUS26 + 2751# -12860(100 (ply) TC - From 74 PLF at -2.13 to 74 PLF at 23.13 MTS12 - -10000 I HUS26 + 3315# -1550#(160 (ply) BC - From 20 PLF at 0.00 to 20 PLF at 5.67 MTS12 - -2000012 Each I HHUS48 + 42991 -1660:1100 2ply) BC - From 300 PLF at 5.67 t0 100 PLF at 15.33 MTT28B - -37860(2 Each (10a)I HHUS48 - + 5180# -20001(160 2ply) BC - From 20 PLF at 15.33 to 20 PLF at 21.00 MTT28B - -4455#(2 Each (160)1 HGUS48 + 6640# -21991000 2ply) MST60 - -4688#(Per 2ply) i HGUS48 - + 8000# -2650#(160 2ply) CS150 1650t(Each) i HGUS5.5- +11335# -3945#(160 3ply) ------ ------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS L 10'6" 10'6" -1 4X5 (R) M 1.5X3 1.5X3 6 p (f'1 3X5(A i) X5 (A i) X 4X7 3X68 21 ' J �- 2' 21 1_ 2 R=1526# W=3"8 R=1527# W=3"8 TAG T39 SED: 68528 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 4 TOTAL - 4 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMPORTANT)()(SMALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 91� � TC OL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. IOP - - BC DL 10 .0 PSF OR WG A4+6 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - - R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 •0 PSFCONNECTORS PER DRAWINGS 130. 150C I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 47 .O PSF 0/A LEN. 21-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISY`IN ONLY, AND SHALL NOT BE RELIED UPON IN ANT OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. DUR.FAC. 1 33,` CPArTmr. Pd 0 1 TYDr: COmn .Iob: (A-36111 LOT T4LITE ATTIC THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP #2 N UPLIFT (LB): 680 520 WEBS 2x4 SP 03 BAG LO FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. RECOMMENDED CAMBER 3/8' AT MIOSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- SPECIAL LOADS ANN UPLIFT ANN I NMN HANGER ANN -------------------------------------------------- H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(100 (ply) TC - From 74 PLF at -2.13 to 74 PLF at 21.00 MTS12 - -10000 I HUS26 + 3315# -1550#(16d (ply) BC - From 20 PLF at 0.00 to 20 PLF at 5.67 MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(100 2ply) BC - From 100 PLF at 5.67 to 100 PLF at 15.33 MTT28B - -37860(2 Each (10d11 HHUS48 - + 51800 -2000#(f 6d 2pIy) BC - From 20 PLF at 15.33 to 20 PLF at 21.00 MTT28B -4455#(2 Each) 116011 HGUS48 + 6640# -2199#(100 2ply) MST60 - -4688# Per 2ply) I HGUS48 + 8000# -2650#(160 2ply) CS150 - -1650#(Each) HGUS5.5- +11335# -39451(160 3ply1 -------------------------------------- -------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10'6" -i- 10'6" -� 4X5 (R) m 1.5X3 1 .5X3 6 C7- 3X5(Al) 3X5(A1) X5 (AS) 8' 4X7 3X6 21 ' J 21 ' --_1 R=1536# W=3"8 R=1364# W=3"8 TAY TR. DESIGN CRIT-TPI QTY 4 TOTAL - 4 REV. 17.2m SCAALE6-0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANT ARNING IN HANDLING, ERECTION APADEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-9f BY TPI. SEE THIS DESIGN ��1�US' F1-,, TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD T/E TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING AST" GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DR WG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER , 5606 BC L L 0 .0 PSF R A G TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N CONNECTORS PER DRAWINGS 130, 150 C ISGA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - TOT.LD. 47 .0 PSF O/A LEN. 21-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER C 0 RIOT P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q � OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEER`'��` ` cDArTHr. Pd w Tvoc rmmn Job: (4-3611) LOT T5 20-8-8 HIP 10'4 SR THIS OWG PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 550 450 WEBS 2x4 SP #3 BRG.LOC FT): 0.00 20.46 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- *xx UPLIFT xxx I xxx HANGER xxx H5 - -455:(Jacks Only) I HUS26 - + 2751: -1286#000 1ply) NTS12 - -1000: I HUS26 - + 3315: -1550:(160 1ply MTS12 - -2000#(2 Each) I HHUS48 - + 4299: -1660:(106 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000:(16d 2ply) MTT288 - -4455#(2 Each) (160HGUS48 - + 66401 -2199:11100 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650:(16d 2ply) CS15O - -1650#(Each) HGUS5,5- +ii335# -3945:(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS m 10 '4" •�- 8'8° _1_ 4X6 1 .5X3X5 X2 T � 1.5X3 � U] 6 p `' L0 c � 3X4 (A I) I 8, X4 3X8 -1 3X4 3X3 �2' 2088 R=1150# W=3"8 R=949# W=3" TAY = T4 SED: 71070 PLT. TYP,-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL = i REV, 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/30/94 T C LL 30 .0 PSF R E F (T2 )()(IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANYA RN I NG IN HANDLING. ERECTION AND ` `.\`\\v=\\''1,�\\\\'\✓� DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T C DL 7 .0 PSF DATE 12/30/94 (� FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` V \\\\V ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - 8 C DL 10 •0 PSF DR WG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 R A G TRUSS•ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x BC L L 0 • PSF CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - TOT.L D. 47 .0 PSF 0/A LEN. 20-8-8 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER C 0 RIOT P` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPL1LA770N. FURNISH A COPY OF THIS Q JOUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ' S .�A n•• c n n r --— INEO$.0` �,. r. Job: 4-3 11 T T6 0-11-8 HIP 12'4 SR THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 550 460 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.46 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(100 iply) MTS12 - -10000 I HUS26 - + 3315! -1550#(160 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(100 2ply) MTT288 - -3786/(2 Each) (100)1 HHUS48 - + 5180! -2000# 160 2ply) MTT288 - -44550(2 Each) (160)1 HGUS48 - + 6640# -2199#(f O0 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(160 2ply) CS150 - -16500(Each) I HGUS5.5- +11335# -3945#(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 12'4" -+- 4'8" —+ 3'B"8 --i 4X5 (R) 5X5 X2 m 3X4 T 6 p 1n i� v 3 X 4 (A 1) —4 '3om 8' I. X 3X4 3X7 3X3 (�2' 20188 _I R=1150# W=3"B R=949# W=3" TAG - T13 SED: 71068 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL - i REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 12/30/94 TC LL 30 .0 PSF REF )(*IMPORTANT)()(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND t TC DL 7 .0 PSF DATE 12/30/94 DEVIATION FROM iMIS DESIGN OR THESE SPECIEI[ATtONS, OR ANY BRACING. SEE NIB-91 BY TPI. SEE THIS DESIGN �T'� f ���FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` vUs11ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASIM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 •0 PSF DRWG A446 Wi B EXCEPT AS MOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x BC LL 0 .0 PS F R A G CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF T O T.L D. 47 .0 PSF (] A LEN. 20-B-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER (0 ply SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q'� DUR.FAC. 1 .33 1N ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEVRC1,� DUR.F N r, ?4 0" T V P F S D E'.C Job' 4- T I T7 20-il-8 HIP 14'4 SR THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 550 450 WEBS 2x4 SP 03 BRG.LOC FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1X4 'T' BRACE. SAME GRADE AS NEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) Bd NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS M-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NNN UPLIFT NNN I NMN HANGER NNN H5 - -455#(Jacks Only) I HUS26 = + 27510 -1286#(10d 1ply) MTS12 -1000# I HUS26 + 33150 -15500 16d 1ply MTS12 - -2000#(2 Each)J I HHUS48 + 4299# -1660#(10tl 2ply MTT288 - 37860(2 Each 10d) HHUS48 - + 5180# -2000#(16d 2ply MTT288 = -44550(2 Each11))) 11160) HGUS48 +I6640# -21991((10d 2ply MST60 -4688#(Per 2ply) HGUS48 - + 80000 -2650#(164 2ply CS150 - -16501(Each) HGUS5.5: +113350 -3945#(16tl 3p1y) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 14'4" -gym —5' 11"8 —� 3X3 X4 m 3X4 � - 6 p r` (A) to v 3X4 (Al) 1 8, 1.5X3 3X4 3X7 i.5X3 20' it"8 - _1 2' 20' 11"8 R=1162# W=3"8 R=961# W=3" TAY T14 SED: 68598 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - i REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (�2 *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANYWARNING IN HANDLING, ERECTION AND —` DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN .1T% " TC C DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OST66 BY TPI. FON ADDITIONAL SPECIAL PERMANENT BRACING RE O\\\\v^V ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 -0 PSF DRWG A4+6 OR B EXCEPT AS NOTED. APPLY CONNECTORS t0 EACH FACE of L1AR0 SHALL BE LATERALLY BRACED WITH PROPER . 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 L 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF T O T.L D. 47 .0 PSF 0 A LEN. 20-i1-8 CONFORM M/APPLICABLE PROYISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 RIO' Y SEAL ON THIS DRAWING APPLIES TO THE COMPONENI DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q � DUR.FAC. 1 . 33 IN ONLY. AND SKULL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ��� I IN CONNECTORS �` _- --- ---- ---- -- -- . --- --- SPACING 24.0 ITYPF S Q 2 C Ob: 4- OT T8 37*0 TRAY HIP 12'8 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD i 8S 2x4 SP #2 N UPLIFT (LB): 540 830 420 BRG.LOC (FT): 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT " 15.00 FT. (A) 1X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) 8d NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS - A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ------------------ (+)_Gravity (-)-Uplift --------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WWW UPLIFT WWM I WWW HANGER xWW H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#(104 1ply) CONTRACTORS WARNING: MTS12 -10001 I HUS26 + 3315# -15500(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 " -2000#(2 Each) I HHUS48 - + 42990 -1660# 10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -3786#(2 Each) (100)1 HHUS48 - + 5180# -2000#(160 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 -44550(2 Each) (1601 HGUS48 + 6640# -21990 10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650 16d 2ply) CS150 -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3pIy) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 14'8" ---9'8" 128» -) 5X61 .5X3 5X6 T m 3X4 1 .5X3 m 6 p (A) (A) 3X5 (A 1) 3X5(A1) —Tir3 X 4 X4 20' 11"8 1608 R=1062# W=3"8 R=1884# W=3" R=838# W=3"8 TAG T54 SED: 68601 PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY - i TOTAL = i REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN �T�IVcJ" �� TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB OY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` vALPINE CONNECTORS ARE MADE OF 2OCA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS MOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 .0 PSF CONNECTORS PER DRAWINGS 130. 150 C IBCA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE : STATE OF TOT.L D. 47 .0 PSF D A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER L 0 RID E Q SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q � DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEA`',.` . coArrnNr_ Iii fl" rvnr QF)P(` lob' (4-3611) T T9 7'0 TRAY HIP 14'8 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP f2 N UPLIFT ILB): 520 870 390 WEBS 2x4 SP f3 BRG.LOC (FT): 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) 80 NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NNN UPLIFT NNx I ■Nle HANGER xxN H5 - -455#(Jacks Only) I HUS26 + 2757/ -1286000d 1ply) CONTRACTORS WARNING: MTS12 - -10000 I HUS26 + 3315# -1550 6d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Each) I HHUS48 = + 42990 -1660f(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -37861(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 -4455/12 Each) 160 HGUS48 = + 66400 -2199#0 00 2ply) MST60 -4668#(Per 2ply) I HGUS48 + 80001 -26500(160 2pl ) CS150 - -1650#(Each) I HGUS5.5= +113351 -394511160 3301y))y) ----- ------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �--- 16'8" 5'86-- --14'8" 5X6 1.5) 3X4 m 3X5 (A 1.5X3 co m 1.5X3 (q) 6 P 3X5(A 1) 3X5(A i) 3X5 4 X4 3X5 3X4 20' 11"8 16'0"8 (�N 37' R=1061# W=3"8 R=1887# W=3" R=836# W=3"8 TAG T55 SEO: 68603 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY i TOTAL = 1 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMP0RTANT*lE SHALL NOT BE RESPONSIBLE FDR ANY A R N I NG IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN � � TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` �ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 •0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 .0 PSF CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T O T.L O. 47 .0 PSF 0/A LEN. 37-0-0 CONFORK N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER (0 RIOP ?- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q'1' OUR!FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEPS`� CPAr TNr PA (1" TvoG S(1PC Job' 4-3 T TIO 37'0TRAY HIP 16'8 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 490 910 360 WEBS 2x4 SP 03 BRG.LOC FT): 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD'. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1%4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) 8d NAILS 6 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ----------(+)_Gravity-(-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------- ---------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WWW UPLIFT xWW WMW HANGER WWW H5 - -455#(Jac:m Only) HUS26 - + 2751# -f286#(f0d (ply) CONTRACTORS WARNING: MTS12 - -10000 1 HUS26 - + 33150 -1550#(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS NTS12 - -20000(2 Each)))) ( fIf HHUS48 - + 42990 -1660#110d 2ply))) IAT NSTALLATIONLTOAENSURE THATITHISRTCARE RUSS IS ERECTED PROPERLY. MTT28B - -44551(2 Each) (l6Ci1 HGUS48 - + 66401 -2199#(!Oa 2ply) MST6O - -4688#(Per 2ply) ( HGUS48 - + 80000 -26500(16d 2ply) CS15O - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) ------------------ ----------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 18'8" - m 16'8" 3X4 3X4 m 3X5 3X5 m A (A) 1 .5X3 rn 1.5X3 (A) 6 p 3X5 (A i) 3X5 (A 1) X4 T 9' e' 3 4 3 X*4 �- 3X5 5X4 2X4 �— 20 ' 11"8 -r-jX7 16'0"8 18'8" m-- 16'0"8 tV 37' _I R=1045# W=3"8 R=1941# W=3" R=798# W=3"8 TAY Tg56 SEO: 68608 PLT. TY .-ALPINE DESIGN CRIT-TPI OTY f TOTAL - i REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES 1 111 EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF )(*IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND (� \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIN-91 BY TPI. SEE THIS DESIGN 9.7 " TC OL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TO' - BC DL 10 •0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHARD SHALL BE LATERALLY BRACED WITH PROPER RAG TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 •0 PSFCONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE T OT.LD. 47 .O PSF 0/A LEN. 37-0-0 COWDR14 W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ouR.FAC. 1 .33 IN ONLY, AND SHALL HOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. PPP ,` -------- ---. --- --- -- .-_ __-. SPAf.TNG 24.0" TYPE SDE'C lob' 4- T T11 7'0 TRAY COMMON THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 500 910 360 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.71 36.71 , UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) ONLY. DO NOT USE WITH PLASTER CEILING. ------------------------------------------------------ TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH (+)-Gravity (-)-Uplift Bd NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR, xxx UPLIFT WNW I xxx HANGER xxx H5 -455#(JackS Only) I HUS26 - + 27510 -1286#(10d 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTS12 -1000# I HUS26 - + 33150 -1550#(16d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NTS12 -20000(2 Each) I HHUS48 - + 42990 -1660#((10d 2ply) MTT288 - -3786#(2 Each) (100)1 HHUS48 - + 5180# -2000#(16a 2ply) CONTRACTORS WARNING: MTT288 -4455012 Each/ (16d) HGUS48 - + 6640# -2199#1110d 2ply) THIS TRUSSIIS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MST60 - -4688#(Per 2ply) I HGUS48 - + 80001 -2650#(160 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(164 3ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. -------------------------------------- ------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 19'6" 17'6" - —� 5X5 1.5X3 1.5X3 3X4 m 3X5 (A) X5 1.5X3 0 1.5X3 6p X5 (A 1) 9' 3X5(A I) 3X4 =3r3 113 X X 3X 20 ' 10"4 16' 1" 12 37' —I_ra R=1063# W=3"8 R=1881# W=3"8 R=839# W=3"8 TAG = T18 SEO: 68547 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 1 TOTAL 1 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (�� *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND (�1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS DESIGN .�1�VS"����� TC DL 7 .0 PSF DATE 12/01/94 (� \\"�^►"16V\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING fE O\\\\V_V ALPINE CONNECIDRS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DR WG (\�\ A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 BC L L 0 0 PSF RAG R J\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - x CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T 0 T L D. 47 .0 PSF D/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' P'� 1 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 AID Q•` DUR.F Ac. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F INE EP`',` c 3 A r T NNr- �n n IT, 4r1PF' Job: 4- T T12 13-3-8 TRAY H PM 7 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS G DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (L81: 590 610 WEBS 2x4 SP 03 BRG.LOC FT : 0.00 13.04 ' TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT END. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) JACKS HAVE NO WEBS. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- WWW UPLIFT WWW ) WWW HANGER ■WW H5 - -455/(Jacks Only) I HUS26 - + 2751/ -1286/(fOd 1ply) MTS12 - -10000 1 HUS26 - + 3315/ -1550/(16d 1plyl) MTS12 - -20000(2 Each I HHUS48 - + 4299/ -1660/(10d 2ply) MTT288 - -37860(2 Each) (10d1� HHUS48 - + 5180/ -2000/1160 2ply) MTT28B - -44550(2 Each) (16d HGHUS48 - + 66400 -21990 100 2ply) MST60 - -46880(Per 2ply) HGUS48 - + 80000 -26500 160 2ply) j CS150 - -16500(Each) I HGUS5.5- +11335/ -3945/ 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13'3"8 _I `--- 7' - 6'3M8 4X5 3X5 1 .5X3 T m 3X4 = m o O 6 N 2X7 (A 1) X 1' 1' a 3 5X55 �--2 --- ---4'3"8 9 13'3"8 7' �--- 6'3"8 --� R=1255# W=3"8 578# R=1422# W=3" PLTa 11 SEO: 68553 . TY .-ALPINE DESIGN CRIT-TPI OTY i TOTAL - i REV. 17.2m SCALE -0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-9i BY TPI. SEE THIS DESIGN �7tt..MS9, UTC OL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM MIIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF D RWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACEO MIT"PROPER 0 0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL wCONNECTORS PER DRAWINGS 130, ISO G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - TOT.LD. 47.0 PSF O/A LEN. 13-3-8 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUNNiSH A COPY OF THIS ouR.Fac. 1 .33'IN ONLY, AND SHALL NOT BE i1EL IED UPON IN ANY OTHER WAY. DESIGN TO 711E TWMSS ERECTION CONTRACTOR. T `�`` CpArTNr. 4FF ARnVF ITVDP spec JD 4— T T1 37'0 TRAY HIP 7 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N :T2 2x4 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 'T3 2x4 SP 01 Dense: UPLIFT LB 430 910 860 BOT CHORD 2x4 SP 02 N BRG.LOC FT : 0.00 13.04 36.71 WEBS 2x4 SP 03 :W6 2x4 SP'02 N: UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) BEARING BLOCKS: NAIL TYPE: 0.13lx3.0_gSails --------------------------------------------------------------- BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 1 13.042' 1 14' 11 (+)-Gravity (-)-Up l i f t NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. --------------------------------------------------------------- BEARING BLOCK TO BE SAME SPECIES, SIZE 6 GRADE AS CHORD. MMM UPLIFT MMM MMM HANGER MMM H5 - -455/(Jacks Only) HUS26 - + 2751# -1286#(IOd (ply) (A) 1X4 'T' BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH MTS12 - -10001 HUS26 3315 15500(16d 15500(16d (ply) 8d NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY MTS12 - -20000(2 Each HHUS48 - + 4299# -1660#(i0d 2ply) ERECTION CONTRACTOR. MTT288 - -37860{2 Each (10d)� HHUS48 - + 51800 -20000(16d 2ply) MTT288 - -44550(((2 Each 16d HGUS48 - + 66400 -21990(10d 2ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. MST60 - -46880 Per 2ply) HGUS48 - + 80000 -26500(16d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CS150 - -16500 Each) HGUS5.5- +113350 -3945#(160 3ply) --------------------------------------------------------------- CONTRACTORS WARNING: REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. SPECIAL LOADS -------------------------------------------------- TC - From 74 PLF at -2.13 to 74 PLF at 13.33• TC - From 161 PLF at 13.33 to 161 PLF at 30.00 TC - From 74 PLF at 30.00 to 74 PLF at 39.13 BC - From 20 PLF at 0.00 to 20 PLF at 13.33 BC - From 45 PLF at 13.33 to 45 PLF at 30.00 BC - From 20 PLF at 30.00 to 20 PLF at 37.00 BC - 579 LB Concentrated Load at 30.00 37' --� 9 `215X3 -m I 7' - -i 5X6X10T23X6 4X4T3 5X7 6 p 3X4 W6 1 .5X3 4'10"3 4X5 (A2) 9' �3 (A 1) 1' X4 4)1 5Xi2 4X X4 3X4 i' �m8' a a5X5 �--- 13'4" ---{--- 23'8" m -�-{---� 32'8"8 -- 1 N I---- 37' I 30' 7' -� R=210# W=3"8 R=3938# W=3"8 R=2080# W=3"8 TAY. T20 SEO: 68555 PL II . TY .-ALPINE DESIGN CRIT-TPI OTY i TOTAL = i REV. 17.2m SCALE =0. 1018 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN � S I e���� TC DL /�] •O PSF 0 A T E 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFOF1MANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , - ALPINE CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG 0 A446 GR a EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 5606 BC LL 00 PSF R A G M CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF = TOT.L D. 47.0 PSF Q/A LEN. 3 7-0-0 CONFORM W/APPLICASLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER L O RSO Y- SEAL ON THIS NAMING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q � OUR FAC. 1 . 3 3 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, GINE11ZP.A 1+T Nf; :DA n" T V O C s n P r 0 4- T T14 7.0 TRAY HIP 9 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 410 800 650 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------+------------------------------------------ Bd NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS ERECTION CONTRACTOR. ( )-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *** UPLIFT NOW I ON* HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(100 1ply) MTS12 - -1000# I HUS26 - + 3315# -1550#(16d 1ply) CONTRACTORS WARNING: MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT268 - -4455#(2 Each) (16d)1 HGUS48 - + 6640# -2199#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS T 5X5 X X X5 I m 3X4 A) 1 .5X3 6 p X5 (A 1)Lo 9, =3 X5(A i) i, X4 X X X a 3 5X5 13'4" 23'8" 4'3W8 32.8"8 ) N� 37' _1 R=442# W=3"B R=2245# W=3"B R=1097# W=3"B 22 SED: 68557 PLT. TYP1-ALPINE DESIGN CRIT-TPI OTY - i TOTAL i REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS' INC. TRUSSES REQUIRE EXTREME CARE 1 2 2 9 9 4 TC LL 30.0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY A RN I NG IN HANDLING. ERECTION AND t DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-61 BY TPI. SEE THIS DESIGN �` t11,F TC OL 7 .O PSF DATE 12/29/94 FA[L11RE TO BUILD T1f TRU59 IN CONFORMANCE MIiM OSTBB BY TPI. fOR A�ItIONAL SPECIAL PERMANENT ORACIIKU RE411'A `ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTN QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 1O •O PSF DRWG A446 Gii B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of CHORD SMALL BE LATERALLY BRACED MItN PROPER B�^ LL 0 .0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDCONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - T 0 T.L 0. 4 7 .O PSF /A LEN. 37-0-0 G TPI. AN ECHNICAL TE SEK ON THIS DRCONFORM IAWINNG APPLIES TO T/ELE PROVISIONS OF HCOMPONENT DEPICTED HERE DRYWALLINEER'S ALPINE TAPPLICATIONN..AFURNISH,A iCOPY OF THIS P` �,t JOUR.FAC. 1 . 33 IN ONLY. AND SHALL NOT BE PEERED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. , INEE�'��` ca e r T Nr, 7 Q n T V O G P F C' ob' 4- T T15 37*0 TRAY HIP It THIS DWG PREPARED FROM COMPUTER NPT (LOADS & DIMENSIONS SUBM TTEO Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 390 840 640 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- Bd NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift ------------------- --------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *** UPLIFT *** I *** HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#(10tl 1ply) MTS12 - -10000 I HUS26 - + 3315# -1550#06d 1ply) CONTRACTORS WARNING: MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT268 - -37860(2 Each) (1001 HHUS48 - + 51800 -2000#06d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -21990(104 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3piy) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13' --{--- 13' - 11 ' -� T5X7 3X4 (q) Z(6 !15X3�� 0 6v ) 9. ��3X5(A1) i 4 1 X4 :? y�B, -� a 3 5X5 i9*4" .T. _ 23'8" 4'3W8 �N 32'8 8 fU� 1 37' R=482# W-3"8 R=2165# W=3"8 R=1136# W=3"8 TAG T222 SED: 68559 PLT, TY .-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - i REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 1 2��9 9 4 TC LL 30 .0 PSF REF t *IMPORTANT**SMALL NOT BE RESPONSIBLE FDR ANr ARNING IN HANDLING, ERECTION ANODEVIATION FRO" THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HtB-91 BY TPI. SEE THIS DESIGN �Tc T�� TC DL 7 •O PSF DATE 12/29/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIREMENTS. UILLESS OTHERWISE INDICATED, TOP - - BC DL 10 -0 PSF DRWG ARAB OR S EXCEPT AS NOTED. APPLY COMECi0R4 TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER . 5606 0 .0 PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL CONNECTORS PER DRAWINGS 130, 150 S 160A-F. DESIGN STANDARDS MITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF = T O T.LD. 47 .0 PSF D/A LEN. 3 7-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER CQ RIO F SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q � DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. '�� INEEI�, IC p A(`T AIR 9 d n' T V D C .CiP F r IOb' (A-361 LOT T16 37-0TRAY HIP 13 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 390 840 630 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS 1 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift ------------------- --------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *M* UPLIFT *** I *** HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455/(Jacks Only) I HUS26 - + 2751/ -1286/(104 iply) MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d iply) CONTRACTORS WARNING: NTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 2ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT28B - -3786#(2 Each) (100H HHUS48 - + 5180# -2000006d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -4455#(2 Each) (160)1 HGUS48 - + 6640# -2199#(104 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -468B#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �--- 15' -9.} — 13' ---I 5X5 3X4 5 T m 3X4 X4 . A) 6v 1.5X3 X5 (A S) �3 X5 (A i) i X X i. X -�9 __(V8' a3 5X12 13'4" 23'8" ----� 4*3"8 32'8 8 37' R=419; W-3"8 R=228i# W=3"8 R=1084# W=3"8 TAG = T23 SED: 68561 PLT. TY .-ALPINE DESIGN CRIT-TPI OTY - i TOTAL. - 1 REV. 17,2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS. INC. iRU$SES REQUIRE EIITREME CARE 12/29/94 T C L L 30 .0 PSF REF *I MPOR T A N T**SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG 1N HANDLIIWi. ERECTION ANo OEVIA?IOM FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE TNIS DESIGN ��11'Wc ' FH��i TC DL 7 .0 PSF DATE 12/29/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 03TBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA QALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRW G O ARAB Gii B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - 0 .0R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD * BC LL PSF CONNECTORS PER DRAWINGS 130, 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF - TOT.L D. 47.0 PSF 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER C 0 gIOt, SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .' Q ouR.Fac. 1 .33 IN OHLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. , TNEEA`'�.� -- ---- ---------------- --- ---- ---- KPAMNG 24.0- TYPE SPEC ] 4- T T17 37'0 TRAY HIP 15 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 390 830 630 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- Bd NAILS R 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. KKK UPLIFT Kw■ i KKK HANGER KKK MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4550(Jacks Only) I HUS26 - + 27510 -128601100 1piy) MTS12 - -10000 1 HUS26 - + 33150 -15500(16d iply) CONTRACTORS WARNING: MTS12 - -20000(2 Each HHUS48 - + 42990 -16600(10d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MT7288 - -37860(2 Each) (SOd) HHUS48 - + 51800 -20000(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -44550(2 Each) (16d)l HGUS48 - + 66400 -21990(fOd 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -46880(Per 2ply) HGUS48 - + 80000 -26500(16d 2ply) CS150 - -16500(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS ----- 17' •�- 5' 15' 5X6 (R) „ X5 3X5 m 3X5 A) X4 o (A) m 1.5X3 6 p- X5 (A i) 9' �3 X5(A 1) __.L._ 4 4 X1 1. B. -.=3 5X12 �---- 13'4" 23'8" -� 4'308 32'8"8 ► N� 37' -1 R=450# W-3"8 R=2232# W=3"8 R=1101# W=3"8 PLT.-TYPO-ALPINE DESIGN CRIT=TPI OTY - i TOTAL - 1 REV. 17.2m SCAALE6-0.1667 *I MPGR T AN T**SHALLNOTESPONSI FOR AERED PRODUCTS NY IN HAS REQULING. EXTREME CAE 1 2/2 , /94 9 T C LL 30 .0 PSF REF WARNING I NG IN HANDLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE HIB-91 BY TPI. SEE THIS DESIGN ��"Vr� e��� TC DL 7 .0 PSF DATE 12/29/94 %:> FAILURE TO BUILD T E TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ``J ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM GUIEMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 RAG TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHOHO W BC LL 0 .0 PSF CONNECTORS PER DRAWINGS 130, 150 1 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - T 0 T.L D. 4 7 .0 PSF 0/A LEN. 3 7-0-0 (� CONFORM W/APPLICABLE PROVISIONS OF NDS 1 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 0/1/111 FOR PROPER �, i1(lY�] SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' `( on Q'` DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE '�� COArTkir_ :)e n" ITVMC SPFr. l0 4- T T1 37'0TRAY HIP 17 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT ILBI: 390 830 620 WEBS 2x4 SP #3 BRG.LOC FT : 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (8) IX4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) 84 NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ----------' ---'----"---------"---------"----"""-"-""--- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)"Gravity (-)-Uplift (A) 2X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ----------------------"--------------_-+---"--"_----""-"""--"-- ISO NAILS Q 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY xxx UPLIFT xxx I xxx HANGER xxx ERECTION CONTRACTOR. H5 455#(Jacks Only) ( HUS26 2751# 12860(10d (ply) MTS12 - -1000# I HUS26 - + 33150 -1550#(#(16d 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTS12 - -20000(2 Each)) I HHUS48 - + 42999 -166010d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT288 - -3786#(2 Each) (10d)l HHUS48 - + 51800 -20000(16d 2ply MTT288 - -44551(2 Each) 1116d) HGUS48 - + 6640# -2199#1100 2plyl CONTRACTORS WARNING: MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650:(16d 2ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS CS150 - -1650#(Each) I HGUS5.5- +113350 -39450 16d 3ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17' _I 5X6 X5 1.5X3 3X4 m 3X5 X5 1.5X3 ." 3X4 rn 6 p X5 (A 0 � X5 (A 11 X X X 3 i y_A�g 3 5X5 �--- 13'4" 23'8" �N 43"8 32 8 8 37' R=523# W=3"B R=2120# W=3"8 R=1141# W=3"8 PLTs 22 SED: 68565 . TY -ALPINE DESIGN CRIT-TPI OTY - i TOTAL i REV, 17.2m SCALE 0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 T C LL 30 .0 PSF REF **IMPORTANT)()(sNALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND A'\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �i�'US' �11io TC OL 7 .0 PSF DATE 12/01/94 n \\vVNnV\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` - ALPINE CONNECTORS ARE NAGE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - _ BC DL 10 .0 PSF ORWG A446 GR B E%CEPI AS MOTE., APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WMR PROPER - 5606 - 0 .0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x BC )-l- CONNECTORS PER DRAWINGS 130, 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.L D. 47 .0 PSF O/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER C 0 RIO Y` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED RERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 9 DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TD THE tRu55 ERECTION CONTRACTOR. INEE�'�.`� _ __._.. ---------------__ ..___ __..___.,__._.. .. .. SPACING 24.0" ITYPF spec Job' 4- OT T19 37*0 TRAY COMMON THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP :2 N UPLIFT (L8): 390 830 620 WEBS 2x4 SP 03 BRG.LOC FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1X4 :3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) BE EQUALLY SPACED. ATTACH WITH (2) 8D NAILS. BRACING --------------------+------------------------------------------ MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SUITABLE SUPPORT BY ERECTION CONTRACTOR. ( )-Gravity (-i-Uplift ----- --------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. WWW UPLIFT WWWWWW HANGER MWW MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 2751: -12861(fOD 1ply) MTS12 - -10000 1 HUS26 - + 3315: -155001160 Sply) CONTRACTORS WARNING: MTS12 - -2000/(2 Each i HHUS48 - + 42990 -1660 (too 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -37861(2 Each I10a)I HHUS48 - + 5180# -2000:1160 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 -4455#(2 Each (160) HGUS48 - + 6640# -2199 too 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650:(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +113351 -3945#(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FDR UPLIFT/HANGER DETAILS 19 6 17 6 5X5 4X6 3X4 •y 3X4 X5 (A) 3X5 o (A) A) 1.5X3 1.5X3 6 p X5 (A 1) 9' 3X5 (A i) 1' X X X4 —rz'3 a3 5X12 13'4" 23'8" J II 4'3"8 1 32.8„8 �fU 37' _I R=456# W=3"8 R=2223# W=3"8 R=1105# W=3"8 PLTz 22 SED: 68568 . TY .-ALPINE DESIGN CRIT=TPI OTY - 3 TOTAL - 3 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND (�DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1US ���iTC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY 7PI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 BC LL 0 .0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.L D. 47 .0 PSF O/A LEN. 37-0-0 CONF SE 0RM ON THIS DRICABLE PROVISIONS AWING APPLIES 10 THE COMPONENT DEPIF NOS 6 TPI. AN CTED HERE DRYWALL INEER'S ALPINE TECHNICAL UPDATE AFWWISH/A ICOPYFOR OFRTHIS ' �. E D R10�MZ It Z, �C, DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. XNEE!`,q� _ 4Pef'TN(; P4 .0" TVPP spec Job: (4-3611) LOT T20 16'3 HI P M 7 THIS OWG. PREPARED FR M COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (`LB)): 700 710 WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 16.00 TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP1 AND 5.00 PSF (BOTTOM) . 11 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT END. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) JACKS HAVE NO WEBS. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. (+1-Gravity (-1-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------+----------------------- 11WW UPLIFT WWM I WNW HANGER WWW H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#(fo0 1ply1 MTS12 - -1000# I HUS26 33150 1550/(160 1Ply MTS12 - -20000(2 Each I HHUS48 - + 42991 -1660000d 2ply) MTT28B - -3786/(2 Each (100)1 HHUS48 - + 51800 -200011160 2ply) MTT288 - -44551(2 Eachlll l(1601) HGUS48 - + 66401 -2199# 100 2Ply) MST60 - -4688#(Per 2ply) i HGUS48 - + 80000 -26501 !60 2pIy) CS150 - -16500(Eech) I HGUS5.5- +11335# -3945# 160 3pIy) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 16'3" 7. ��- 9'3N 4X71 .5X3 3XA m 1.5X3 m o C� 6 C7 m m 2X7 (ASI A'3 9' X4 4X1 3X3 16.3" J �2. 16'3" 7 L9'3" R=1575# W=3"8 578# R=1707# W=3" PLGG = 5 SED: 68616 7. TYPE—ALPINE DESIGN CRIT=TPI QTY i TOTAL = i REV. 17.2m SCALE =0.3750 ALPINE ENGINEEREO PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT/(*SHALL MDT BE RESPONSIBLE FDR ANYWARNING IN HANDLING, ERECTION AND n I \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1,('us 11 f��i�' TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v - 0\\\\\V�_V ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM Ol1IREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACEO WITH PROPER - 5606 - BC L L 0 0 PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W - \\-\U�v\ CONNECTORS PER DRAWINGS M. 15O C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD, 47 .0 PSF O/A LEN. 16-3-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER G 0 RI�� Ir SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q � OUR.Fac. 1 .3 3 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�� A--TPI • 1TNrS PI ATE INSTIIUTF NO 991 NAT NAL OFSIGN SPECIFICATION FOR WOOD CONSTRUCT10N NDN�N1�1N1�� SPACING SEE ABOVE T Y P E h i p m Job' (4-3611) LOT T21 16-3-8 H I P M 9 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS_& DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LBI: 430 380 WEBS 2x4 SP 03 BRG.LOC (FTI: 0.00 16.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WINO PRESSURE. ENCLOSED-OR FULLY OPEN BUILDING 11991 SBC) -------- ------------------------------------------------------ A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -------------------(+)-Gravity (-)-Uplift --------------------------------- *** UPLIFT *** *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#(100 1ply) MTS12 - -10000 1 HUS26 - + 33150 -1550#(166 1ply MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(SOd 2ply MTT288 - -3786#(2 Each (1061 HHUS48 - + 5180# -2000# 166 2ply) MTT288 - -4455#(2 Each) (166)1 HGUS48 - + 66400 -2199#(106 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650#(166 2ply) i CS150 1650#(Each) HGUS5.5- +11335# -3945#(166 3ply) ----=---------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �---- 9' -+- 7'3"8 J 4X5 3X4 3 m 1.5X3 0 m .-1 • 6 P;- 0 Q Ln 2X4 (A i) a'3 - E�z 9 X 4 8' �.•--2' 16'3"X R=938# W=3"B R=732# W=3"8 TAG T59 SEO: 68614 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY a 1 TOTAL 1 REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANr ARNING IN HANDLING, ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN � 'f 111 �T� TC OL 7 •0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , us � -ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 1O O PSF DRWG AAA6 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - 0 .0 pSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LLCONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T0T.LD. 47 .0 PSF O/A LEN. 16-3-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER P P•� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .' E 0 RT,O,,c,Q•�' DUR.FAC. 1 . 33 IN ONLY,. AND^SHALL NOT BEnRELIED UPON`IN ANYnOTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEt^����� SPACING 2 4.()" T TYPE E h i p m •rn ncetnu cocntr♦n.♦ nu rnn unnn nn.c.r..r�.nu �11...�.1 Job' (4-3611) OT T22 16-3-8 H IPM 11 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP #2 N UPLIFT (LB): 420 400 WEBS 2x4 SP 03 SRG.LOC (FT): 0.00 16.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. RIGHT ENO VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. ENCLOSED-OR-FULLY- - - OPEN BUILDING (199]-SBC) --------------------- -------- -- ----- --+- -------- ---- ---- - A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -------------------(-1-Gravity (-)-Uplift --------------------------------- RWW UPLIFT WMN I WWW HANGER xxx H5 - -455#(Jacks Only) 1 HUS26 - + 27510 -1286#(10d 1ply) MTS12 - -10000 I HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(1Od 2ply) MTT288 - -3786#42 Each) ((10d)) HHUS48 - + 51600 -2000# 16d 2ply) MTT28B - -44550(2 Each) 1160 HGUS48 HGUS48 - + 66400 -21991 fOd 2ply MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650# 16d 2ply CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#06d 6d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 11 ' moi. 5,3,.8 4X5(R) M 1.5X3 o � irl 6 i Lo 2X4 (A I 4.3 9, 3 8. � _216'3 R=93 8# W=3"8 l R=732# W=3"8 PLT = gg SED: 68618 . TY .-ALPINE DESIGN CRIT-TPI OTY i TOTAL i REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (�2 )()(IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE KITH OST68 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG O A+46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL B£LATERALLY BRACED WITH PROPER - . 5606 - BC LL 0 .0 PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W CONNECTORS PER DRANINGS 130, 150 L 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF T 0 T.L D. 4 7 .0 PSF D/A LEN. 16CONF OF 6 TPI. AN ENGINEER'S ALPINE ECHNICAL TE OPER V'_7 SEALDRM ON THIS DRAWING APPLCABLE IESTOiHENCOMPONENT DEPICTED HERE DRYMALLTAPPLICATION.AFURNISH,A IC OPOROFR IS . F 0 Rio' Q- �C. DUR.FAC. 1 . 33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEV�" , C:MAf TAIT, 74 n TVnC h i nm Job' 4- T 7'0 END JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. GOT CHORD 2x4 SP 02 N UPLIFT (LB1: 300 200 200 WEBS 2x4 SP 02 N BRG.LOC FT): 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 212.01. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- 14x11 UPLIFT 141414 x1114 HANGER Xxx CONTRACTORS WARNING: H5 - -4550(JackS Only) HUS26 - + 27510 -12860(100 Sply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS NTS12 - -1000# I HUS26 - + 33150 -15500(16(1 (ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#)100 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -3786#(2 Each) (f o(1 HHUS48 - + 51800 -2000#(160 2p1y) MTT288 - -44550(2 Each) (16d HGUS48 - + 66400 -2199#110(1 2ply) NST60 - -4688#(Per 2ply) HGUS48 - + 80000 -2650#(16(1 2ply) CS150 - -1650#(Each) HGUS5.5- +11335# -3945#1160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=212# W=1 '8 412'64 m 0 .-1 6 m T 2X4 (Ai) 4'3 9' (�2' 7' R=526# W=3"8 R=73# W=1"8 , TAY = T40 SEG: 68517 PLT. TYP.-ALPINE DESIGN CRIT=TPI GTY 17 TOTAL = 17 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES iEOU1RE EXTREME CARE 12101194 T C LL 30 .0 PSF R E F )()(IMPORTANT)(*SHALL NOT 8E RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN .� us 11 i� T C OL 7 .0 PSF DATE 12/01/94 (� FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSIBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 11 ttCONFORMI ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 •0 PSF DRWG AAA6 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED MIT"PROPER5606 RAGTRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 14 - BC LL 0 •0 PSFCONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF = T0T.LD. 47 .0 PSF O/A LEN. 7-0-0 M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECMICAL UPDATE (7/1/91) FOR PROPER D R1�7 SEAL ON THIS DRAWING APPLIES TD THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q � DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, jNEtn��•` ` C O Af T AIG 7d n" TVOC i ark Job: 4- T J 7*0 END JACK SL THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (L8 : 200 200 200 WEBS 2x4 SP #3 BRG.LOC (FTI: 0.00 5.63 5.63 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.' WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOf 190.70. -------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------(+)_Gravity (-)-Uplift MUST 0E PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------- WWW UPLIFT WWW ( WWW HANGER WWW CONTRACTORS WARNING: H5 - -4550(Jacks Only) I HUS26 - + 27510 -12860000 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 I HUS26 - + 33150 -15506(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -200.0#(2 Each) ( HHUS48 - + 4299# -16600(100 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786#(2 Each) (10d)1--HGUS5.5-_+11335# HHUS48 - + 51800 -20000 Md 2ply) MTT288 - -44550(2 Each) 1116dI HGUS48 + 6640# -2199#1100 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650#1160 2pIy CS150 1650#(Each) -39450(160 3ply) ----- ---------- HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=191# W=1"8 -5-4" _,�_*1 12'6"4 6 p O CFI 1'0'7 1 9. 5'7"8 1.5X3 R=264# W=3"8 R=74# W=i"8 TAG = T41 SED: 68519 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 2 TOTAL - 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t XIMPORTANT*X SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND ''I �1DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1`, S' ��'. TC DL 7 •0 PSF DATE 12/01/94FAILURE TO BUILD THE IRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 •0 PSF DRWG A446 GR B EXCEPT AS NOTED APPLY COM/ECTOR4 TO EACH FACE OF CHORD SHAH BE LATERALLY BRACED WITH PRIER . 5606 L L 0 .0 PSF R A G tRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE $TATE OF T O T.L D. 47 .0 PSF O/A LEN. 5-7-8 CONFORM"/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ( 1�� P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPT OF THIS 0 R�e,Q•� OUR.FAC. 1 . 3 3 IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ' INEtT �` SPACING 24.0" TYPE jack Job' 4- T END JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT ILB): 230 200 WEBS 2x4 SP #3 BRG.LOC FT): 0.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift --------------------------------------------------------------- MMM UPLIFT rrrMMM HANGER MMM I H5 = -455#(Jacks Only) HUS26 - + 27510 -1286#(100 (ply) NTS12 = -1000# 1 HUS26 - + 33150 -1550#(160 (ply) NTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#1100 2ply) MTT288 - -3786#(2 Each) (10011 HHUSAB = + 51801 -2000#(160 2ply) MTT288 -4455/((2 Each) ((1601) HGUS48 = + 66400 -21990(100 2ply MST60 - -4688# Per 2ply) I HGUS48 - + 80000 -26500(160 2ply CS150 - -1650#(Each) I HGUS5.5= +11335# -39451(160 3ply) ---------------------------------------------------------"----- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 2x2 T 2X4(A I) n 4.3 u9 i 1.5X3 �2' � -3'3„ R=389# W=3"8 R=69# W=3" PLGG SED: 68522 7. TYP.-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 T C LL 30.0 PSF REF (�2 *IMPORTANT*x SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ��1% ' �T��� TC DL 7 .0 PSF DATE 12/01/94 " \\"Tv�`�1►�\1 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 -0 PSF DRWG n A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL INE LATERALLY BRACED WITH PROPER 5606 BC LL 0 .0 PSF R A G \`J\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.L D. 47 .0 PSF 0/A LEN. 3-3-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER C onto Y ` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q'� DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON •,nc ANY OTHER prWAY. n...� ncetru�coc�r.cOrr•THE nu rno VnREnT�OWcCON^RA^TOR. INEE56 „ „ SPACING 24.0" ITYPE j aCk Job: 4— T J '0 CORNER JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 230 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 133.72. ----- ------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- MMM UPLIFT MMM I xxM HANGER MMM CONTRACTORS WARNING: H5 - -455#(Jacks Only) I HUS26 - + 2751/ -12860(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 I HUS26 - + 3315/ -15501060 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600 00d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -37660(2 Each) (10d)l HHUS413 - + 5180# -2000#06d 2ply) MTT28B - -44550(2 Each) (16d) HGUS48 - + 6640# -2199#(100 2ply) MST60 - -4668#(Per 2ply) HGUS48 - + B000# -2650#(16d 2ply) CS150 - -1[50#(Each) i HGUS5.5- +113350 -3945# 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=134# W=1"8 12'6"4 m 0 6 (U 2X4 (A i) 4 3 10' �2' R=445# W=3"8 R=44# W=1"8 55 SED: 68586 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY m 8 TOTAL - 8 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES IFOUIRE EXTREME CARE 12/01/94 T C LL 30 .0 PSF R E F t X IMPGRTANTX*SMALL NOT BE RESPONSIBLE FORANY ARNING IN HANDLING. ERECTION ANoDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN ��1 � ��� TC DL 7 •0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE MITM OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRWG — — A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 BC LL 0 .0 PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF z T O T.L D. 47 .0 PSF 0/A LEN. 5 O O CONFORM M/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER O RIO' P` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q � DUR.FAC. 1 . 33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEV`,,- r, ,ter cnArrAir �A n" i arli J (4-3611) T J 3-0 CORNER JACK THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 220 200 200 WEBS 2x4 SP 02 N BAG LOC (FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 37.26. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- xxx UPLIFT xxx ( xxx HANGER xxx CONTRACTORS WARNING: H5 - -4550(JackS Only) I HUS26 - • 2751! -1286#000 (ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 1 HUS26 - + 33150 -15500(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20001(2 Each) I HHUS48 - + 42990 -1660#(100 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786#(2 Each 10011 HHUS48 - + 5180/ -2000#06d 2ply) MTT288 - -44550(2 Each) 1(1601 HGUS48 - + 66400 -2199#00d 2ply MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -26500(16d 2p"i CS150 - -1650#(Each) I HGUS5.5- +113350 -39451(160 3plyl --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 11'6'4 m O -r 2 X 4 (A 1) '" 4y'3 10 �2N 3N R=384# W=3"8 R=14# W=1"8 Y = SED: 68588 PLT. TYP1-ALPINE DESIGN CRIT-TPI OTY - 8 TOTAL 8 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 T C LL 30 .0 PSF R E F ((��2 *IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM?HIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN - Uc� T C DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE O\\\\v^\UN ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 •0 PSF DRWG O A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER - 5606 - BC LL 0 .0 PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.L D. 47 .0 PSF O/A LEN. 3-0-0 CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/7/91) FOR PROPER C 0 RSO Y' P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORYWAIL APPLICATION. FU17113N A COPY OF THIS F Q � OUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIEG UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. NINEt^���� ` - -..._ ..._..-..._ M. ,M.. ., SPACING 24.0' TYPE jack 4— T R JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N WWWARNINGWW AN UPLIFT REACTION OF -1500 OCCURED ON A BOT CHORD 2x4 SP #2 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP #2 N ' PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED: UPLIFT (LB): 290 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.25 1.25 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ----------------------------------------------------- --------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: W-Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS -------------------------------------- ------- --------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING WWW UPLIFT WWW I xxx HANGER MMM INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 455#(Jacks Only) I HUS26 + 2751 -128641(100 /ply) MTS12 -10000 I HUS26 - + 33150 -1550:(160 iply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(100 2ply) MTT28B - -37860(2 Each (fOd) HHUS48 - + 51800 -20000(160 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 66400 -21990110d 2pIy) MST60 - -4688#(Per 2ply) HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p 9,7'12 T 2X4 (A1) 11.11 4'3 9' �2, 1 ,3„ R=441# W=3"B G = SEO: 68582 PLT.TYP.-ALPINE DESIGN CRIT=TPI OTY i TOTAL = 1 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN L , 1 e".�' TC OL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY\\1 TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE\\Vv3 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF D RWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER . 5606 BC L L 0 • PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD CONNECTORS PER DRAWINGS 130, 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID GELLING SEE - STATE OF T 0 T.L D. 47 .0 PSF O/A LEN. 1-3-0 CONFORM M/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER CO R10J, Ir SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q'�� DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO TME TRU55 ERECTION CONTRACTOR. INE' L ,1 - •n• - •e...«n..— 1ue...... unc . 1n01 NATTn,,, IKCir.N c rrTFTCATTON FM MNINIn rnNGTRNIrrtm ',,/T11,1�1111PTT` SPACING 24.0" TYPE j ack Job' 4- 1 OT J-1-0 CORNER JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N WMWARNINGWW AN UPLIFT REACTION OF -228# OCCURED ON A SOT CHORD 2x4 SP 02 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP #2 N ' PROVIDE UPLIFT CONNECTIDNS AT BEARINGS AS INDICATED. UPLIFT (LB): 270 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -------------------------------- CONTRACTORS WARNING: TYPICAL SIMPSON)OR EQ ALity (P)IFT/HANGER REQUIREMENTS uplift THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING WWW UPLIFT WWW ) WWx HANGER WWM INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455#(JackS Only) I HUS26 - + 2751# -1286#(fOd 1ply) MTS12 - -10000 HUS26 - + 33150 -15501,116a 1ply MTS12 - -20001(2 Each)) HHUS48 - + 42990 -1660# 10d 2ply) MTT288 - -3786012 Each) (10d) H. 4B - + 5180# -20000 160 2ply) MTT288 - -4455#(((2 Each (16d)Per 2ply) � HGUS48 - + 66400 -2199#(1( Od 2ply))) CS150 16500lEach)... I HGUS585- +18335# -39450(16d 3plyl ------ -- HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p 10'6"4 .T 2X4 (A 1) 10'3 4"3 10' R=505# W=3"8 R=-228#-80#"8=1'8 TAG T52 SED: 68590 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY = 8 TOTAL - 8 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES IEOUIIE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND '7DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ��,TUS"E �i� TC OL / .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CON ECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED• TOP - BC DL 10 .0 PSF DRWG A4W6 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606BC LL 0 O PSF RAG TRUSS AND UNLESS 07HERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130, 150 C I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.L D. 47 .0 PSF O A LEN. 1-O-O CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER L O R10T Ir SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (I, Q'� DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEA`',. -- --- I.._._.. . --•--- -•- --- --- ----- --- SPAr.TNG ?4 .0" TVpF 1 ac Job: 4- L J HIP JACK THIS DW . PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP /2 N UPLIFT (L8): 340 200 WEBS 2x4 SP /3 BRG.LOC FT 0.00 4.35 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 03-03-00 ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) SETBACK. CORNER JACKS HAVE NO WEBS. -------------------------------------_ TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- NNN UPLIFT ONO I WNW HANGER xxx H5 -455/(Jacks Only) I HUS26 + 2751/ -1286/(100 (ply) NTS12 - -1000/ I HUS26 + 3315/ -15501(16d (ply) MTS12 - -2000/(2 Each) 1 HHUS48 - + 4299/ -1660/(10d 2p Y) MTT28B - -3786/(2 Each) (10d)l HHUS48 + 51800 -2000/(f6d 2ply) MTT280 -4455/(2 Each) 16d) HGUS48 + 6640/ -2199:110d 2ply) MST60 = -4688/(Per 2ply) I HGUS48 + 8000/ -2650/(f6d 2ply CS150 = -1650/(Each) I HGUS5.5= +11335/ -3945/(16d 3ply) ------ ------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 137# �- 7'5"2 2X2 T 4.24 p ., T 2X4 (Al) nIr' 4"3 9 1.5X3 f 2'9"15 4 '7"2 4'7"2 R=453# W=4"15 R=90# W=3" TAG = T48 SED: 68580 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL - 1 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 T C LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND �7DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS, DR ANY BRACING. SEE HIB-B1 BY TPI. SEE THIS DESIGNTC DL / .O PSF 0ATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CO FORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIIEMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - BC LL 0 .0 PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ TOT.LD. 47 .0 PSF Oda LEN. 4-7-2 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER L 0 pS0 ?` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q'� ouR.Fac. i .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �F INEEA`',�` .__To. . T.—a..� T �T,T,TF . 4001 NATTnNAi n-mm—r-PTrATIr ��o ��--m—nm SPACING SEE ABOVE TYPE J aCk Job: 4- 1) LOT J 7'0 HIP JACK THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 510 210 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 337.19. ------------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REGUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (+1-Gravity (-)"Uplift SETBACK. CORNER JACKS HAVE NO WEBS. WNW UPLIFT MMR/ I MWM HANGER MMM A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 455#(Jacks Only) I HUS26 + 2751# -12860(10d !ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 -10000 I HUS26 + 33150 -1550806d !ply) MTS12 -20006(2 Each) I HHUS48 + 42990 -16600(10d 2ply) CONTRACTORS WARNING: MTT288 -37860!2 Each) Ilod)) HHUS48 + 5180# -2000#(16d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B -44550(2 Each) (16d) HGUS48 + 6640# -21990(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650#(Each) 1 HGUS5.5- +11 35 44l5#((isd P ly1 127# REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIft7HANGEp D A S rn �- 12' 10"4 1 412'6"8 m 1 .5X3 0 4.24 Cp- m T 2X4 (Al) 4'3 9 i 1 . X4 �---2'9"15 9' 10" 13 �-•- 4'2" 15 5'9"6 -i R=563# W=4"15 - 123# R=285# W=1"8 TAY. gg SED: 68592 PLT. PL TY DESIGN CRIT-TPI OTY - 4 TOTAL 4 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMPORTANT**6HALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND •7DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ��1'uss 11� ��� TC DL / .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIfEMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DR WG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M B C L L 0 0 PSF CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of TOT.L O. 4 7 .O PSF (1/A LEN. 9-10-13 CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER O RtO� ` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .� �. Q � DUR.FAC. 1 .33 {N ONLY. AND SHALL NOT BE RELIED WON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEA`',.�� -.-_ -. .__ ...__._..__ __ _. ..... .... __ _ _ .- SPACTNG SEE ABOVE ITYPF 1 aCk Job' (4-3611) T 7'0 TRAY HIP JACK THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2X4 SP #2 N UPLIFT ILB): 440 240 200 WEBS 2x4 SP 03 BRG.LOC FT : 0.00 9.90 9.90 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 374.56. ------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- MMM UPLIFT MMM I MMM HANGER MMM CONTRACTORS WARNING: H5 - -455#(Jack6 Only) If HUS26 27510 -1286#(SOd Sply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 I HUS26 - + 33150 -1550/116d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) HHUS48 - + 4299# -1660# 100 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -37860(2 Each) (10d)l HHUS48 - + 51800 -2000# 16d 2ply) MTT288 - -4455#(2 Eeth) 116d HGUS48 - + 6640# -2199# 100 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=375# W=1"8 2X3 11'6"8 0 1.5X3 (U 4.24 p 9' 2X4 (A1) T y 3 X2.12 �8, 4X6(R) �__2'9" 15 - -- 6'0"13 3' 10" -� 9' 10"13 _J R=731# W=4"15 R=38# W=1"8 PLGG SED: 68578 T. gTYP.- ALPINE DESIGN CRIT=TPI OTY - f TOTAL - i REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUTAE EXTREME CARE 12/01/94 T C LL 30 .0 PSF REF ((��2X*I MPOR T A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ��1''11" �� TC DL 7 .0 PSF DATE 12/01/94 0 (L \�l►,U\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - �US ,ice -ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACEO WITH PROPER 5606 BC LL 0 0 PSF RAG \`J\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - M - \\"\U/�v\ CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T 0 T.L D. 47 .0 PSFITYPE 0 A LEN. 9-10-13 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE p/1/91) FOR PROPER G 0 RIO* P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q OUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY 01HER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEA`'� SPACING 2 4.0" Spec •--TPI iR1155 PI ATF 1NST17UTE. NOS 1992 NATIONAL DESIGN SPECIFICATION FOR W000 CONSTRUCTION NNINN�N�T` Job: 4— 1 0 J 1'0 TRAY CDR JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N xxWARNINGNx AN UPLIFT REACTION OF -2280 OCCUREO ON A BOT CHORD 2x4 SP 02 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 02 N ' PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 320 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. PROVIDE CONNECTION FOR 5300 AT HIGH END OF BOTTOM CHORD TO ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) PREVENT SLIDING. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- WWW UPLIFT xxx I Wxx HANGER WWW CONTRACTORS WARNING: H5 - -455#(Jacks Only) f HUS26 - + 27510 -1286#1104 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 1 HUS26 " + 33150 -155001160 1plY) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) 1111 HHUS48 - + 42990 -1660# 100 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786# 2 Each) (10011 HHUS48 - + 5180# -2000# 160 2ply) MTT288 - -44550(2 Each (160)1 HGUS48 - + 66400 -2199# 100 201y) MST60 - -46881(Per 2ply) I HGUS48 + 80000 -2650#(160 2ply) CS150 - -1650#(Each) I HGUS5.5: +11335# -39450(160 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p2X4 (A i) �- 8'2"2 4'3 a 3 R=505# W=3"B TAG T46 SED: 68576 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY 2 TOTAL = 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANOLINc, ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN 1�1,' 'S ���• TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTMGUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG A445 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - BC LL 0 -0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - WCONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT LD. 47 .0 PSF O/A LEN, 1-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' ?� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .•' F E 0 RID ` Q"I, DUR.Fac. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEa�'� .... . ........ ...... ..,........� ..... _ .,.... ........,.. ..��.......,�...�.,.......,�..,....,..,., ............�..,,., •�,....,,� SPACING 24 .lJ TVPF i ack Job: (4-3611) T TRAY CDR JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 270 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00'PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 37.23. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS PROVIDE CONNECTION FOR 5301 AT HIGH END OF BOTTOM CHORD TO (+)-Gravity (-)Uplift PREVENT SLIDING. ------------- -------------------------------------------------- NNN UPLIFT NNN I NNN HANGER NOON A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. H5 - -455/(Jacks Only) I HUS26 - + 27511 -12860(104 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTSi2 - -10000 I HUS26 - + 33151 -1550# 160 1ply) MTS12 - -20001(2 Each) I HHUS48 - + 42990 -1660#(104 2ply) CONTRACTORS WARNING: MTT288 - -3786112 Each) (100))/ HHUS48 - + 51801 -2000#(160 2ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT288 - -4455((2 Each) (16THHGUS48 - + 6640# -2199#(100 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 4688#(Per 2ply) 1 HGUS48 - + 80000 -26500 160 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 1650#(Each) I HGUS5.5- +113351 -39450(16a 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 9 6"4 1'2.1 p 4- 18' 8"2 2X4(A 1) 4 3 88, 4,_ 3 R=384# W=3118 R=14# W=1118 TAG s T45 SED: 68574 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE 0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 T C LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T�TS T�iTC oL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OST8B BY TPI. FOR ADDITIONAL SPECIAL PEWUNENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG FF�� AM6 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL 0E LATERALLY BRACED WITH PROPER . 5606 BC L L 0 0 PSF RAG TRUSS AND UFLLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY A77ACFED PLYWOOD SHEATHING. BOTTOM CHORD N - CONFECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE of _ TOT.LD. 47 .0 PSF DSA LEN. 3-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER C 0 RIO P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED FERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q ouR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEIRS�I` .._TOT . I— PI.11 1NGliTITTG NIIC . 1401 NATTIINAI f RTr.N CPFriFirATTIIN F11R WIIIITI rIINCm-TT11N 11111111111 III SPACING 24.011 TYPE jack Job: 4- T TRAY COR JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 82 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 290 200 200 WEBS 2x4 SP 03 BRG.LOC FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) REACTION OF 170.38. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT WNW ( Wxx HANGER xxx CONTRACTORS WARNING: H5 - -4558(Jacke Only) I HUS26 - + 2751/ -12868(1OU 1ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 -10008 I HUS26 + 33158 -1550#(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) I HHUS48 - + 42998 -1660#(100 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 -37860(2 Each) (100)l HHUS48 - + 51800 -2000#(i6d 2p1y) MTT288 -44551 2 Each (160)/ HGUS48 + 66400 -2199#(100 2ply MST60 - -4688# Per 2ply) HGUS48 - + 8000# -2650#(i6d 2ply) CS150 - -16500 Each) HGUS5.5- +11335# -3945#(1611 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS i R=170# W=1"8 1.5X3 10'6`4 m 0 6C7 A419 2X4 (Al) 4_3 4X5(R) i �---2' --�-- 4'3"8 m -� 5' R=445# W=3"8 R=7# W=1"8 TAG T44 SED: 68572 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY . 2 TOTAL 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMPORTANT)(K SHALL NOT BE RESPONSIBLE FOR ANY ARNING [N NANOLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE NIB-SI BY TPI. SEE THIS DESIGN � US i� TC DL, 7 .O PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MAGE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 R q G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD = x = BC LL 0 .0 PSF CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T D T.L D. 47 .0 PSF D A LEN. 5-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER CO RT�p Y ` SEAL ON THIS BRAKING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS , �. �y Q " JOUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE tY`-� � TPT • TRUSS PI ATE TNSTITUTF. NDS - 1491 NATIONAL. OESTGN SPFCIFICATTON FOR M000 CONSTRUCTION 111.1! SPACING 24,0"_.___ T Y PE._ S p e C I Lt r1C. 1995 Building and Zoning •MGR�UTGUT _ ^ iL�IDII IS TD �'ry'�4..U 'rj'-8"I KC�G'IRIDS. V . t••MK f N 1F I SDTTM OT•Io .p 001Db a 4 It F ^ In < F4 n2 � S:nPzon Strong-i1e "P"" �o„y"" T ^ f at�ur or T14 L1`2 T SS 14-1 Od -10d T17 T. I 1 E RT MIM d!1 IST i 1 V.U.O].S.Awl �MtN 10 NQ SLAC i•'Inw T19 CONI 1JPUIf7 DI1VN��D UPLIFT P w MTST2 1000 U2•MUS26 27Si� 128611 HL ' r_ r 1Y}'ICPV W X55 NOfEl7 TID Q� T Pry v T8 PUILP��/F f:PtTON51P LKY 1-b T7 t0 MffK t0 5IMP50N CAMOGLE Fa MT4 6COMf'i M IN5MLAT0N 6UMLM5,&L NA1L5 t0 6E 5 PPLEn13Y 13UiLM, 22 0 0 T21 0 T3 Tz �� TI �a = ROOF FRAMING PLAN SHEET NOT TO SCALE 2 F 2 opo, QoQ at '� G7 O a � 'b a DESIGNER ICHK W CrNTX HOWJOB - I HOLMES L UMBER v x W1S 11-2-91 t TRUSS CO. P"'"r' 7 K nraNsoev � m I N Lb --P 16550 ROOSEVELT BLVD. JACNSONVILLL FL }22�� PHONE (90� 772-6100 FA1t 904) 772-1973 Jo 4- 2x4 1 SP /2 N T Ti 1' HIP 7 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD PROVIDE UPLIFT CONNECTION BEARINGS AS INDICATED. SOT CHORD 2x4 SP 02 N UPLIFT (LB): 950 0 WEBS 2x4 SP 03 BRG.LOC (F i); 0. 1 TRUSS DESIGNED FO 100.00 M WINO, 15.00 FT ABOVE GROUND WITH DEAD LOAD DF15.00 P (TOP) AND 5.00 PSF (BOTTOM? . 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED OR FULLY EN ILDING (1991 SBC) -------------------- ------------------------------------------ A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)•Gravity (-)-Uplift --------------------------------------------------------------- WWW UPLIFT WWW 1 WWW HANGER WWW H5 4550(Jacks Only) I HUS26 - + 2751/ -1286#(Ioa 1ply) MTS12 - -1000# I HUS26 - + 3315/ -15500(16d 1ply MTS12 - -2000#12 Each (( ))I HHUS48 - + 42991 -16601 100 2ply) MTT288 -4455#2 Each (16d) HGUS48 - + 66400 -21990 100 2pl1800 -20000 t6d y MST60 - -4688/(Per 2ply) I HGUS48 - + 8000# -26501 16d 2ply) CS150 1650#lEach) HGUS5.5- +11335/ -39450(16d 3ply) ------------------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 21 ' J 7 7 7� 4X8 X T u X8 m 1 .5X3 64X5(A2) "1 .5X3 X5(A2) - e. X4 X5 X4 >_ 21 ' -1 �2 R 21 ' _L_ 2' �----7 7 7 R=2105# W=3"8 578# 578# R=2105# W=3"8 TAY T 11 SED: 68524 PLT. PL DESIGN CRIT=TPI OTY - 1 TOTAL - i REV. 17.2m SCALE -0.2500 IMPORTANTIEIE ALPINE ENGINEERED PRODUCTS, AINC NY /+ TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (�2 WARNING NG IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE M18-91 BY TPI. SEE THIS DESIGN 11,'1""��T� TC DL 7 .0 PSF DATE 12/01/94 FAILURE\\U1�`1"IA�t1 FAIL1TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 1 F '� - \\\\\lV/} ALPINE CONNECTORS ARE NAGE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS, UNLESS OTHERWISE INDICATED, TOP - - 6C OL 10 .0 P SF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - BC L L O O PSF R A G ")\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - M - \\`\'(V\^\v CONNECTORS PER DRAWINGS 130, 150 C 1GOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF T 0 T.L D. 4 7 O PSF 0 A L EtJ. 2 1-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE !7/1/911 FOR PROPER C p RIO P, SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q � OUR.Fac. 1 . 33 1N ONLY, AND SHALL NOT BERELIEDUPON IN ANY OTHER WAY. c DESIGN TO THE TRUSS ERECTIONcCONTRACTOR. ` INEff SPACING SEE ABOVE ITYPE-h i pS Job: 4- T T HIP 9 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP !2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 570 570 WEBS 2x4 SP 03 BRG.LOC FT : 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------""-------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (0-Gravity (-)-Uplift --------------------------------------------------------------- WWW UPLIFT WMN I WWW HANGER WWW H5 4550(JackB Only) HUS25 - + 2751! -1286!(!Od 1ply) MTS12 -1000! HUS26 - + 3315! -1550!(16d 1ply MTS12 - -2000!(2 Each) HHUS48 - + 4299/ -1660! 10d 2ply MTT28B - -37B60(2 Each (10tl fiF0.1S48 - + 51801 -2000! 16d 2ply MTT28B - -44550(2 Each (16tl�I HGUS48 + 6640! -2199! 10d 2ply MST60 - :4688# Per 2ply) HGUS48 - + 80000 -26500 16d 2ply CS150 - -1650/(Each) I HGUS5.5- +11335! -3945!(16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 3' 9' ----� 4X6 F (R) m = 1 .5X3 1 .5X3 O 6 Q, Q 3X4 (A 1) 3X4 (A i) e' 5X4 3X7 21 R=1140# W=3"8 R=1140# W=3"8 TAY. T22 SED: 68526 PL7. Ty —ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL - 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC, TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF _ (�2 *I MPOR T A N T**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND - n DEVIATION FROK THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN - TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST8a BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERNISE INDICATED. TOP - - BC DL 10 .O PSF ORWG (\�\O A446 GR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - BC LL 0 •0 PSF R A G (� )\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W - CONNECTORS PER DRAWINGS 130, 150 O 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD.L D. 4-7 / .0 PSF o/A LEN. 21-0-0 CONFORM W/APPLICASLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERC 0 qSP SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Of THIS .,c,Q � OUR FAC. 1 . 3 3 IN I V AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ,. INFEVk5..` ... �.... ,� „,. -_ I.,;__ i n )o 4— T3 21'0LITE ATTIC THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP #2 N UPLIFT (`LB): 670 670 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)=Uplift --------------------------------------------------------------- SPECIALLOADS xxx UPLIFT Nxx I NNx HANGER xxx -------------------------------------------------- H5 455#(Jacks Only) HUS26 - + 2751# -128601100 1ply) TC - From 74 PLF at -2.13 to 74 PLF at 23.13 MTS12 - -1000# HUS26 + 3315/ -1550f(Mo ]ply) BC - From 20 PLF at 0.00 to 20 PLF at 5.67 MTS12 - -2000#(2 Each 1 HHUS48 - + 42990 -1660#110d 2ply) BC - From 100 PLF at 5.67 to 100 PLF at 15.33 MTT28B - -3786#(2 Each (10d) HFUJS48 - + 51800 -20000(16d 2plyI BC - From 20 PLF at 15.33 to 20 PLF at 21.00 MTT280 -4455#(2 Eachl (160) HGUS48 + 66400 -2199#(100 2plyl MST60 - -4688i(Par 2ply) I HGUS48 - + 80000 -2650#(160 2ply) CS15O - -1650/(Each) I HGUS5.5- +11335# -3945#(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10,6" -�'r 10,6N 4X5 (R) m 1.5X3 1.5X3 6 P- 3X5 (A 1) X5(A 1) X 4X X —AI-18 21 2' 21 ' ---1- 2 R=1526# W=3"8 R=1527# W=3"8 TAG T39 SEO: 68528 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 4 TOTAL - 4 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN �111V5, ����� T[,' D(„ 7 .0 PSF DATE 12/01/94 FAILURE TO aUILO THE TRUSS IN CONFORMANCE WITH OST89 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` - ALPINE CONNECTORS ARE MADE OF 206A DALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG (\�`O A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 8C LL 0 .0 PSF R A G (�)\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - x `' \\vU(^\U CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 •0 PSF O/A LEN. 21-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS i TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER (0 RIO�' SEAL ON TNIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS / F e', DUR.FAC. 1 . 33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE EPS``� ,, cl3errnlr, Pn n" Tvoc cmmn Ob: 4- T T4 'G LITE ATTIC THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP 02 N UPLIFT ((LB)): 680 520 WEBS 2x4 SP 03 BRG.LOC (FTl: 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. RECOMMENDED CAMBER 3/0' AT MIDSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) ------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- SPECIAL LOADS MMM UPLIFT MxMOWN HANGER WNM -------------------------------------------------- H5 - -4550(Uacka Only) HUS26 - + 27510 -12866(10d 1ply) TC - From 74 PLF at -2.13 to 74 PLF at 21.00 MTS12 - -1000/ HUS26 - + 33150 -15500((16d 1ply) SC - From 20 PLF at 0.00 to 20 PLF at 5.67 MTS12 - -20000((2 Each)))) I HHUS48 - + 42990 -16600(f Oa 2ply) BC - From 120 PLF 0 PLF at 15.33 67 to 120 PLF 0 PLF at 21.00 MTT288 - -44550(2 Each (i6d)) HGUS48 - + 66400 -21990(((10a 2ply) MST60 - -46880(Per 2ply) ) HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650/(Each) HGUS5.5- +113350 -3945/ f6d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10'6" 10'6" -� 4X5 (R) m 1.5X3 1.5X3 6P- LO 3X5(A I) Q X5 (A1) X 4X X 21 ' 21 ' R=1536# W=3"8 R=1364# W=3"8 TAG = TR SEG: 68530 PLT. TY .-ALPINE DESIGN CRIT-TPI GTY 4 TOTAL - 4 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING., ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T C DL 7 .0 PSF DATE 12/01/94 n \\\V\V^VA\U FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA BALM. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 .0 PSF OR WG O ARAB OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 5606 M BC LL 0 .0 pSF R A G CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.L D. 47 .0 PSF D/A LEN. 21-0-0 \\ U CONFORM M/APPLICASE PROYISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER U SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HENS DRYWALL APPLICATION. FURNISH A COPY OF THIS ' �, t 0 RIOT Q P OUR.FAC. 1 . 33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEaS � conrTNr, PA0 ITVDr r.mmn Job: (4-3611) LOT T5 20-8-8 HIP 0'4 SR THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 550 450 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.46 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILOING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------""'------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-i-Uplift ------------------- ---------------------------------------- mm* UPLIFT MNN ( NNN HANGER NNN H5 - -455/(Jacks Only) I HUS26 + 2751/ -1286/(10d 1ply) MTS12 -10000 1 HUS26 + 3315/ -1550/(16d 1ply) MTS12 -2000/(2 Each) I HHUS48 + 4299/ -16601 100 2ply) MTT288 -3786/(2 Each) 1100)/ HHUS48 + 51800 -20000(S6d 2ply) MTT288 -4455/(2 Each) (1160) HGUS48 + 6640/ -21990(10d 2ply) MST60 - -46880(Per 2ply) I HGUS48 + 80000 -2650/1t760 2ply) C8150 - -16500(Each) HGUS5.5- +113350 -3945/(16d 3p]y) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS m 4X6 1 .5X3X5 X2 1.5X3 Ln 6 E-,- 3X4 3X4 (A l pal X4 3X8 3X4 3X3 �- 2 2088 R=1150# W=3"8 R=949# W=3" TAG T4 SED: 71070 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = i REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/30/94 TC LL 30 .0 PSF REF lip **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN � VS � �r� TC OL 7 •0 PSF DATE 12/30/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 ,0 PSF DRWG - - A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 56060 .0 PSF RAG TRUSS•ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING• BOTTOM CHORD N BC LLCONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.L D. 4 7 O PSF O/A L E N. 2 0 8 8 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHtl/CAI UPDATE (7/1/9!1 FOR PROPER O R10 P` ^n,nr.i�SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q•� [OUR.FAC. 1 . 3 3 IN ONLY, ANO SMALL_NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. i F /NEER`', n" -,,, C n n n Y � Job: (4-3611) T T6 20-ij-8 HIP 12'4 SR THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS_& DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2X4 WEBS 2x4 SP N #3 8 GILOC (FTT): 0500 20.446 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- NNN UPLIFT NNN ) NNN HANGER NNN H5 -4550(Jacks Only) I HUS26 - + 27510 -12860(SOtl 1ply) MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d iply) MTS12 -20000(2 Each) I HHUS48 - + 4299# -1660 (10d 2ply) MTT28B - -37860(2 Each) ((10tl)II HHUS48 - + 5180# -2000#(160 2ply) MTT28B -44550(2 Each) (16tl)I HGUS48 - + 6640# -2199#(100 2ply) MST60 -4688#,(Per 2ply) ( HGUS48 - + 80000 -2650#(160 2ply) CS150 1650i(Each) 1 HGUS5.5- +113350 -39450(160 3ply) ---- --------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS — 12 4" •+• 4 -8" ---+ 3-8-8 —►� 4X5 (R) 5X5 X2 cn 3X4 T to r� v 3X4 (A 1) 8. I.5X3 3X4 3X7 3X3 �2' 20 '88 -� R=1150# W=3"8 R=949# W=3" TAG = T13 SEO: 71068 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = i REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INCTRUSSES REQUIRE EXTREME CARE 12/30/94 T C LL 30 .0 PSF R E F )()(IMPORTANT**SHALL NOT BE RESPONSIBLE FOR A.Y. A RN I NG !N HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE HIB-91 BY TPI. SEE THIS DESIGNL1,Us e �� TC DL 7 .0 PSF DATE 12/30/94 n FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST89 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ALPINE CONNECTORS ARE MAGE of 20GA GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 .0 PSF DRW G O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - O O PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL CONNECTORS PER DRAWINGS 130, 150 C I5OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF - T O T.L D. 47 .0 PSF D/A LEN. 20-8-8 CONFORM W/APPLICABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER p RIO SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q•11 DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEspar.rNr, ?4.0 TYPE SDEc Jo (A-3611) T T7 a0-1-1-8 HIP 14"4 SR-- THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB1: 550 450 WEBS 2x4 SP #3 BRG.LOC (FTI: 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) !X4 'T" BRACE, SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) 8(1 NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ------------- ------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-I=Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------- ---------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT xxxxxx HANGER xxM H5 -4550(Jacks Only) I HUS26 + 2751# -12860(10(1 1ply) MTS12 -10000 1 HUS26 - + 33156 -1550#(!6(1 1ply1) MTS12 2000#(2 Each HHUS48 - + 42990 -16600110d 201y) MTT28B -3786#(2 Each (100) HHUS48 - + 51800 -2000#(160 2ply) MTT28B -44550(2 Each (160Ii HGUS48 = + 6640# -2199#(100 2ply) MST60 - -46881(Per 2ply) HGUS48 - + 80000 -26500(16(1 2ply) CS150 -1650#(Each) HGUS5.5= +113350 -3945#(160 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 1414.. - m{----5' 11"B --� 3X3 3X4 m 3X4 T , is 6 p (A) U7 Q 3X4 (Al) 1. X4 X 1.5X3 20' 11"8 J �- 2' jo 20' 11"8 -� R=1162# W=3"8 R=961# W=3" TAY.0 T114 SED: 68598 PLT. TY .-ALPINE DESIGN CRIT=TPI QTY i TOTAL - 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 T C LL 30 .0 PSF REF /1� * IMPORTANT)(*SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DE51GNUs' ���.� TC DL 7 .0 PSF DATE 12/01/94 (T \\UwVV11\U FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , ALPINE CONNECTORS ARE MADE OF 2O0A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRW G A446 GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL 8E LATERALLY BRACED WITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x 5606 BC LL OO PSF R A G CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T 0 T.L D. 47 .0 PSF 0/A LEN. 20-11-8 CONFORM W/APPLICABLE PROVISIONS OF NOS G TF1. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER C0 RIOT' P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ./ �. Q � DUR.F AC. 1 . 33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. ��� INEEA`'�.` __ ..-- _ ---•- ----- - - --- - SPACING 24.0" ITYPF SP@C 1Ob: (4-3611) T T8 37'0TRAY HIP '8 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP f2 N UPLIFT (LB): 540 830 420 WEBS 2x4 SP 03 8RG.LOC FT): 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD, WIND SPEED " 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1X4 'T' BRACE, SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) 80 NAILS a 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY - -------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)"Gravity (-)-Up l i f t A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACI4EO TO THE BOTTOM CHORD. WWW UPLIFT WWW WWW HANGER WWW H5 - -455#(Jacks Only) HUS26 - + 27510 -12860(10d 1ply) CONTRACTORS WARNING: MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d IP Y) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000(2 Each) I HHUS48 - + 4299# -16600(10d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B -3786#(2 Each (10d)I HHUS48 + 5180# -2000#06d 2P Y) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B " -44551((2 Each) ((16d) HGUS48 " + 66400 -21991100d 2ply) MST60 - -46880 Per 2ply) I HGUS48 - + 8000# -2650 16d 2plyj CS150 - -1650# Each) 1 HGUS5.5- +11335/ -3945#(160 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 14 '8" 9'8" 12'8" -{ 5X61 .5X3 5X6 m 3X4 1 .5X3 6 p (A) Z! X5 (A 1) 3X5(A 1) 3 1.6X3 3X 4 5X y—�8 3X4 �-- 20' 11"8 16'08 - 37' -37' I N� R=1062# W=3"8 R=1884# W=3" R=838# W=3"8 TAY T54 SED: 68601 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL i REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (�2 '*IMPORTANT*IE SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND \\\JVD DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN _tVc�" � T C DL 7 •0 PSF DATE 1 2/0 1/9 4 ^ \\1V\vw�►v\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTaS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V 1 11 ALPINE CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRWG A446 CR a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 0 .0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL \/\\ CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - T O T L D. 4 7 0 PSF O/A LEN. 37-0-0 \\ V CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER C 0 RIO U SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q'` JOUR.FAC. 1 .33 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEP`'P.` r n r ,. COAT TN1!^- 7A !T" v CF1 C3 r. Job' (4-3611) OT T9 37'0 TRAY HIP 14'8 THIS DWG. PREPAREDFROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2N UPLIFT (LB): 520 870 390 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) 8tl NAILS @ 6� O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WWW UPLIFT WWW I WxW HANGER NWW H5 - -455#(Jacks Only) I HUS26 2751# -12860(10d 1ply) CONTRACTORS WARNING: NTS12 - -1000# HUS26 - + 3315# -1550/1 6d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Eachjj HHUS4B - + 4299# -1660#{10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -37860(2 Eathi (10tl)1 HHUS48 - + 51801 -2000# 16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -4455#(2 Each (160))1 HGUS48 - + 6640# -21991 100 2ply) MST60 - -4688#(Per 2ply) I HGUS48 + 80001 -26501 160 2ply) CS150 - -1650#(Each) HGUS5.5: +11335# -3945#(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 16'8" ---�--518X6 14'8" 5X61 .5X3 3X4 41.5X3 m 3X5 (A 1 .5X3 j Do (A) 6 3X5 (A 1) 9' 3X5(A 1) = X . 4 X4 3 3X5 X4 �—n, 37' R=1061# W=3"8 R=1887# W=3" R=836# W=3"8 PLTAY. SED: 68603 T. TYP5-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL 1 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 12/01/94 T C LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN - uj" i� TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG F`R`O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING --SEE STATE OF (�)\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W ` BC LL OO PSF R A G \\VU(^\v T 0 T.L D. 47 .0 PSF O/A LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER ( P Y SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 R10 F Q' ' DUR.FAC. 1 . 33 IN ONLY. ANO SnALL NOT BE RELIED UPON IN ANY OTHER wAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE EPS,`; CPer T NR PA n" ITVOr Sf1Pr o , Job: (4-3611) T TIO 7'0 TRAY HIP 1 '8 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT SLB): 490 910 360 WEBS 2x4 SP 03 BRG.LOC FT11: 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD*. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) SO NAILS 16A O.C. BRACING MATERIAL TO BE SUPPLIED 8Y ---------------- --"""'------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS l+)-Gravity (-)=Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *WW UPLIFT xxx I MxM HANGER WWW H5 4550(Jacks Only) ( HUS26 27510 -12860(10d 1ply) CONTRACTORS WARNING: MTS12 - -1000# ) HUS26 + 33151 -15501((16d 1ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MIS12 - -20000(2 EaCh I HHUS48 + 42990 -1660#110d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -37861(2 Each (10d)I HHUS48 + 5180# -20000(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 -4455#(2 Each) HGUS48 + 6640# -2199:110a 2ply MST60 = -4688#(Per 2ply) HGUS48 + 80000 -2650/1160 2ply) CS150 -1650#(Each) I HGUS5.5- +11335# -39450 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 18'8" -I-m►� 16'8., _I 5X5 5X5 (R) i 3X4 3X4 3X5 X5 m q (A) 00 1 .5X3 1.5X3 (q) 6 p X5 (A 1) �9 3X5(A X4 X4 2X4 3X5 5X4 3X7 20' 11"8 -T- 16'08 �-� 18'8" _I_ ;� 16'0"8 _l_-N N 37' _I R=1045# W=3"8 R=1941# W=3" R=798# W=3"8 PLgg = g SEG: 68608 7. TYPE—ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL 1 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF - *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN ����U,j%I1, ���i� TC OL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL FETING ASTM WIREMENTS. UNLESS OTHERWISE INOICAtEO, TOP - S C OL 10 .0 PSF DRW G O A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M - BC LL 00 PSF RAG CONNECTORS PER DRAMINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING --SEE STATE OF T 0 T.LO. 47 .0 PSF 0/A LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE V/]/911 FOR PROPER C 0 RIO� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 . 33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�' �.� -------- --- --- --- -- --- --- �PAr.TN(, 24.0" TYPF spec 10 4- 0 Tit 7'0 TRAY COMMON THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT ILB): 500 910 360 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. ' WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) ONLY. DO NOT USE WITH PLASTER CEILING. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH -----------(+)_Gravity (-)-Uplift 80 NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY -------- --------------------------------- ERECTION CONTRACTOR. WWW UPLIFT WWWWWW HANGER xWW H5 - -455#(Jacks Only) HUS26 " + 2751# -1286#00d 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTS12 -1000/ HUS26 + 3315/ -15500(16D 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 2000#(2Each) HHUS48 - + 42990 -16600(100 2ply) MTT288 - -3786#(2 Each) (100)I HHUS48 + 5180# -20000 16d 2ply) CONTRACTORS WARNING: MTT288 -44550(2 Each (160HGUS48 " + 66400 -2199#(100 2ply) THIS TRUSSIIS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MST60 -4688#(Per 2ply) I HGUS48 + 8000# -2650#(1611 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING CS150 - -1650#(Each) I HGUS5.5- +11335► -39450(164 3ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. ---------- ----------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �---- 19'6" 17-6" 5X5 1.5X3 1.5X3 3X4 m 3X5 (A) 3X5 1.5X3 1.5X3 6p X5 (A 1) 3X5 (A fl 3X4 —Y--�9 �3 X (9 3X �-• 20' 10"4 16' 1" 12 �N 37' fU� R=1063# W=3"8 R=1881# W=3"8 R=839# W=3"8 11 SED: 68547 PL .aTYPe-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL i REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *I MPOR T A N T X*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN �T�I�I e'� TC DL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST6B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , ©\\\\vA ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL ,t 0 .0 PSF RAG I CONNECTORS PER DRAWINGS 130• 150 C $BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LO. `'�7 O PSF O�A LEN. 37-0-0 CONFORM W/APICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' �. D AID P` .FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ouR INEEa`'e`` R COA(`TH.I(. 011 ()" rvn r_ CF1 PF Job' 4- T T12 13-3-13 TRAY H PM 7 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP /2 N UPLIFT (LB)): 590 610 WEBS 2x4 SP /3 BRG.LOC (FT): 0.00 13.04 i TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . /1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT END. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) JACKS HAVE NO WEBS. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. M-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 - -455/(Jacks Only) I HUS26 - + 2751/ -1286000d 1ply) MTS12 -1000/ ( HUS26 + 3315/ -1550/``160 1ply) MTS12 -2000/(2 Each) I HHUS48 + 4299/ -1660/(fOd 2ply) MTT288 -3786/(2 Each) (10d)� HHUS48 - + 5180/ -2000/(16d 2ply) MTT288 -4455/(2 Each) (16d) HGUS48 + 6640/ -2199/(((10d 2ply) MST60 -4688/(Per 2ply) HGUS48 + 8000/ -2650/ 160 2ply) CS150 - -1650/(Each) 1 HGUS5.5� +11335/ -3945/ 160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13'3"8 �-- — 7 6'3"8 4X5 (R) 3X5 1.5 (3 T 3X4 m m o o - .f 6 F'- Cu m 9. 2X7 (A i) X 11' 37 1 4.3 8' a 3 5X5 �--2' --}---4'3 8 9 —-� 13'3"8 �- 7' 6'3"8 R=1255# W=3"8 578# R=1422# W=3" PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL - i REV. 17.2m SCAALE6 053750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND1�DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIG-91 BY TPI. SEE THIS DESIGN ��1 ' �� TC DL 7.0 PSF DATE 12/01/94 weNN FAILURE 70 allILD TIE TRUSS IN CONFORMANCE WITH OStSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE COEC TOR8 ARE MADE OF 20GA GALY. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 •0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x BC LL 0 •0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- GEE - STATE OF - TOT.LD. 47 .0 PSF OSA LEN. 13-3-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER ' P'� SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FINNISH A COPY OF iHi3 �. E 0 8110 I '` OUR FAC. 1 • 3 3 IN OKAY, ANO SHAH NOT BE RELIED UPON IN ANT OTHER WAY. DESIGN 10 Tiff TRUSS ERECTION CONTRACTOR. ��� INEt�2 :' ` cpArTNr, SFF ARnVF 1TV0P spec Job' (4-3611) T T13 -37'0 TRAY HIP 7 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N :T2 2x4 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. :T3 2x4 SP 01 Dense: UPLIFT (LB : 430 910 860 BOT CHORD 2x4 SP 02 N BRG.LOC (FTI: 0.00 13.04 35.71 WEBS 2x4 SP 03 :W6 2x4 SP Y2 N: UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) BEARING BLOCKS: NAIL TYPE: O.f31x3.0_g_pails --------------------------------------------------------------- BAG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS f 13.042' f 14' if -------------------(+)-Gravity (-)-Uplift NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. --------------------------------- BEARING BLOCK TO BE SAME SPECIES, SIZE G GRADE AS CHORD. xxx UPLIFT rx* I WWx HANGER WxW H5 - -455#(Jacks Only) i HUS26 - + 27510 -f2868(IOd ]ply) (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH NTS12 - -1000# 1 HUS26 - + 3315# -1550#(f 6d ]ply) 8d NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY NTS12 - -2000#(2 Each)) I HHUS48 - + 4299# -1660#000 2pIy) ERECTION CONTRACTOR. MTT288 - -3786#12 Each) (100)1 HHUS48 - + 5180# -20000(16d 2ply) MTT288 - -4455#(2 Each) (16a) HGUS48 - + 66400 -2199#(10d 2ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MST60 - -4688#(Per 2ply) HGUS48 - + 80000 -26500(16d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- CONTRACTORS WARNING: REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. SPECIAL LOADS -------------------------------------------------- TC - From 74 PLF at -2.13 to 74 PLF at 13.33- TC - From 161 PLF at 13.33 to 161 PLF at 30.00 TC - From 74 PLF at 30.00 to 74 PLF at 39.13 BC - From 20 PLF at 0.00 to 20 PLF at 13.33 SC - From 45 PLF at 13.33 to 45 PLF at 30.00 8C - From 20 PLF at 30.00 to 20 PLF at 37.00 BC - 579 LB Concentrated Load at 30.00 r� 37 �9' I 215X3 _7, 5X6 4XIOTI X 4X 4T 1 SX7 6 p 3X4 W6 1.5X3 4'10'3 4X5 (A2) 3X5 (A i) ' 3X4 4 X12 4X X4 54 1' 48' a�X5 �-- 13-4- —23'8" rN � 32'8"8 nJ 37' -� �= 307' ---{ R=210# W=3"8 R=3938# W=3"8 R=2080# W=3"8 PL = 22 SEO: 68555 TYPO-ALPINE DESIGN CRIT=TPI OTY i TOTAL - i REV. 17.2m SCALE =0. 1018 �fALPINE ENGINEERED PRODUCTS, INC. III:REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ��1't1us 11�11, 7.0 7 TC DL / .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V ALPINE CONNECTORS ARE MAGE OF ZOGA GALY. STEEL MEETING ASTM OUIREMENT3. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG O A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF RAG CONNECTORS PEP DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILINAROPE - STATE OF - TOT.L O. 47 .0 PSF O/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOCO R10 P, SEAL ON THIS DRAWING APPLIES TO THE COMPONENT OEPIC7E0 HERE DRYWALL APPLICATION. FURNISH A COPY OUR.FAC. 1 33 IN ONLY• ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRAINEE?�'�•� coerTLlr. ae ITVCKc sner Q s Ob: (4-3611) LOT T14 37'0 TRAY HIP 9 THIS DWG. PREPARED FROM MP TER INPUT LOADS DIMENSIONS SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (L8 410 800 650 WEBS 2x4 SP #3 BRG.LOC (FT�: 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH WINO SPEED 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED -------------100.00--------------------------FT. EN------------ Bd NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (0-Gravity (-)=Uplift ------------------- ------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *** UPLIFT *** I *** HANGER *m* MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4550(Jacks Only) I HUS26 = + 27510 -1286#(10d 1ply) MTS12 -1000# I! HUS26 = + 33150 -15500(16d 1ply) CONTRACTORS WARNING: MTS12 -2000#(2 Each) 1 HHUS48 = + 42990 -1660000d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/DR SUPPORT ADDITIONAL LOADS MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 -4455#(2 Each) (16d)I HGUS48 = + 6640# -21990(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 = -4688#(Per 2ply) I HGUS48 = + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945# 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17' 9' -� T 5X5 X X X5 mt 3X4 A) 1.5X3 O 6t7 .-1 Lo X5 (A 11 l 3X5(A i) 1. X4 X X X T�9 L_ =3 s. _i_�B' 0 3 5X5 �--- 13'4" 23'8" -� N•j_4'3 W 8 32'8"8 N �- 37' R=442# W-3"8 R=2245# W=3"8 R=1097# W=3"8 SED: 68557 PLT . TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL 1 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEEREO PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/29/94 TC LL 30 .0 PSF REF e *IMPORTANT**SMALLNor BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND 0DEVIATION FROM TM[S DESIGN OR THESE SPECIfICA7fON5, OR AHY BRACING. SEE MIB-Bf 6Y TPI. SEE T"IS DESIGN er TC DL / .O PSF DATE 12/29/94 FAILURE TO BUILD THE TRUSS IN CONFO MANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONIIECTORS ARE MADE OF ZOGA GALY. SiEEI MEETING AST" IXIIREMENTS. UM.ESS OTHERWISE INDICATED, TOP BC DL 1O.O PSF DRWG M46 GR B EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDBC LL O•O PSF RAG CONNECTORS PER DRAWINGS 130. 150 S ISOA—F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE — — TOT.LD. 47 .O PSF O/A LEN. 37-0-0 CONFORM W/APPI!CABLE PR10YI31ONS OF NDS S TPI. AN ENGINEER'S ALPINE TECMN[CAL UPDATE 17/1/B11 FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TM IS DUR.FAC. 1 .33 IN ONLY, ANO SHALL NOT BE RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS EREC710M CONTRACTOR. � ,` cperTNr, PA n• TVoc SPFr Ob: (4-3611) T T15 37'0 TRAY HIP It THIS DWG. PREPARED FROM COMPUTER NPT (LOADS DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 390 840 640 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT ■ 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS B 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. M*11 UPLIFT *R* I *** HANGER MAW MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(10d iply) MTS12 = -1000# 1 HUS26 - + 3315# -15500(16d 1ply) CONTRACTORS WARNING: NTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -44550(2 Each) (16d)I HGUS48 - + 6640# -21990(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 = -1650#(Each) I HGUS5.5- +11335# -3945#(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �---- 13' 13' T 5X7 1.5X3 6 m 43X4 (A) (A) 1.5X3 6 vU] X5(A 1)�3X5(A f) X1 X X4 a 3 5X5 L-- 13'4" 23'8" �-N 4'3"8 32'8"8 �--� �- 37' R=482# W=3"8 R=2165# W=3"8 R=1136# W=3"8 PLT.= Q: 685TVP?-ALPINE DESIGN CRIT=TPI OTY - i TOTAL i REV. 17,2m SCAALE6- 0.1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 12� ]f1/f14 T(,` LL 3O O PSF REF (�2 *IMPORTANT X X SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND ?7 7�1 n 1\\\EjVn DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-21 BY TPI. SEE THIS DESIGN ��Tc T�� TC DL 7.0 PSF DATE 12/29/94 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V ALPINE CONNECTORS ARE MADE OF 20GA CALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG O A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 5606 W BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130, 250 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of - T 0 T.L D. 47 .0 PSF �/A LEN, 3 7-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER T0 RSO' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q'` 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEO`', DUR.FAC. conrTnlr. :)e n" TVOC SPF(' )Ob' (4-3611) LOT T1637'0 TRAY HIP 13 THIS OWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (LB): 390 840 630 WEBS 2x4 SP 113 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *WW UPLIFT *NK 1 11911 HANGER WW1f MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 4551(Jacks Only) HUS26 - + 275111 -12861004 1ply) MTS12 -1000/ 1 HUS26 - + 3315/ -1550/(16d 1ply) CONTRACTORS WARNING: MTS12 - -20001(2 Each) I HHUS48 - + 42991 -16601(10d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -37861(2 Each) (10d)I HHUS48 - + 51801 -2000106d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -44551(2 Each) (16d)I HGUS48 - + 66401 -2199/00d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -46881(P:r 2ply) I HGUS48 - + 80001 -2650006d 2ply) CS150 - -16501(Each) I HGUS5.5- +113351 -39451(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �--- 15' }- -9. 13' — � 5X5 X4 5X5 T rn 3X4 X4 A) O 6 P; 1.5X3 3X5 (A1) i X X 1 , X X5 (A S) ye; -� a3 5X12 13'4" 23'8" -� 4'3"8 �—N 32'8 8 N---� 37' R-419# W-3"8 R=2281# W=3"8 R=1084# W=3"8 PLT. -TYP.-ALPINE DESIGN CRIT-TPI QTY - 1 TOTAL. - 1 REV. 17.2m SCAALE6-0.1667 ALPINE ENGINEERED PRODUCTS. INC. - TRUSSES REOUIRE EXTREME CARE 12/29/94 T C L L 30.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTIONANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-B1 BY TPI. SEE THIS DESIGN ��11r ��� TC DL 7.O PSF DATE 12/29/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - _ 8C DL 10 .O PSF DRWG A445 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 _ TRU5S AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 C ffiOA-f. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE - STATE OF T O T.L D. 47 .O PSF O/A LEN. 37-0-0 CONfORW W/APPLICABLE PROVISIONS Of NOS[TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/911 FOR PROPER - SEAL ON THIS DRAWING APPL IE9 TO THE COMPONENT DEPICTED HERE ORYMALI APPL[CATION. FURNISH A COPY TNj4 0 Rio Y t. Q OUR.FAC. 1 .3 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OCHER MAY. OES LGN TO THE iRU4$ERECTION CONTRACTOR. ���� I.INEEVS��17, ----- --- --- - RPACTNG 24.0" ITYPP SPEC 3b' (4-3611) T T17 37'0 TRAY HIP 15 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 02 N UPLIFT (LB): 390 830 630 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) IX4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. **K UPLIFT *** I *** HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) 1 HUS26 - + 2751# -1286#(104 iply) MTS12 - -1000# 1 HUS26 - + 33150 -15500(16d 1ply) CONTRACTORS WARNING: MTS12 - -2000#l2 Each)) 1 HHUS48 - + 42990 -16600(10(3 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -3786#(2 EaCh) (104)1 HHUS48 - + 51800 -2000#(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -44550(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST604688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#060 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 17' 5' --� 15' 5X6 (R) 5X5 3X5 m 3X5 A) X4 (A) m 1.5X3 6p X5 (A 1) =W3X5(A1) I. 4X4 5X, 1 —� a3 5X12 L13'4" 23'8" 4J f ti '3N8 32'8 N8 N� 37' R=450# W=3"8 R=2232# W=3"8 R=1101; W=3"8 PLT. TYPO-ALPINE DESIGN CRIT=TPI OTY - i TOTAL 1 REV. 17.2m SCALE6-0.1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/2 ,/94 9TC LL 30 .0 PSF REF *IMPORTANT**SNAIL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE H[8-91 BY TPI. SEE THIS DESIGN �Af.It't T(, OL 7 .0 PSF DATE 12/29/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE*I1N OSTaB BY TPI. FOR A.ITIONAL SPECIAL PERMANENT BRACING REvALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM GUIREMENTS. tN1LESS OTHERWISE INDICATED, 70P BC DL 1O .0 PSF DRWG AAAA GR a EXCEPT AS NOTED. APPLI CONNECTORS TO EACH FACE aF CHORD SHALL BE LAtERAILY BNACEO W1TN PROPER TRUSS ANO UNLESS OTKAW15E LOCATED ON THIS DESIGN, POS17ION LY ATTACHED PLYWOOD SHEATHING. BOTTON CHORD BC LL 0 •0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WIT"PROPERLY ATTACHED RIGID CEILING -- SEE - STTOT.LO. 47.0 PSF OIff /ALEN. 37-0-0 CONFORM M/APPLICASLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. F RNNISH A COPY OF THIS ' �,e, ~� OUR.FAC. 1 •33 1N ONLY, AND SNAIL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTONN. INE,j,S COA(-TKic �e n~ CPP io b' (4-3611) T T18 37'0 TRAY HIP 17 THIS DWG. PREPARED FROM COMPUTER__INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB)): 390 830 620 WEBS 2x4 SP 03 BRG.LOC NFT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (B) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) Bd NAILS 6 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ----=---------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (A) 2x4 'T' BRACE. SAME GRADE AS NEB MEMBER. ATTACH WITH -------------------(±)_Gravity-(_)-Uplift ---------------------- 160 NAILS Q 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY WWW UPLIFT ■HIMI WHANGER WWW ERECTION CONTRACTOR. H5 -455#(Jacks Only) I HUS26 + 247w51# -12860()0d 1ply) MTS12 -10000 I HUS26 + 33150 -1550# S6d fply A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTS12 - -2000#8B 37860((2 Each (( I10d)II HHUS48 + 42990 -16600(00#t10d 2pIyjj� MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTTMTT28B -4455#(2 Each (16d)1 HGUS48 - + 6640# -2199#(16d 2ply) CONTRACTORS WARNING: MST60 -4688#(Per 2ply) I HGUS48 + 8000# -2650#(!6d 2p Y) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS CS150 -1650#(Each)------ I HGUS5_5 +11335#-_3945#(160-3p1y) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING --------------------- INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5X6 X5 1 .5X3 3X4 m 3X5 A) (B) 3X5 3X4 (B) 1.5X3 m 6 p X5 (A 1) 3X5 (A i) 1 3X4 T�9 �3 3 5X5 �---- 13'4" 23-8" �N 4'3"8 32'8"B �- 37' R=523# W=3"8 R=2120# W=3"8 R=1141# W=3"8 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY - i TOTAL 1 REV. 17.2m SCAALE68061667 ALPINE ENGINEEfEO PRODUCTS, INC. TRUSSES RE IRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (�2 *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANXING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN f''US' ���i, TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` - 0 V ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC L L 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130, 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF _ T 0 T.L D. 47 .0 PSF O/A LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOi PROPER 0 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ., JOUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ,. ..I ,.� SPACING 24.0" TYPF Spec Job: 4- T Ti9 37'0 TRAY COMMON THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 390 830 620 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) SX4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING --------------------------------------------------------------- MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SUITABLE SUPPORT BY ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. WWM UPLIFT WWW I WWM HANGER WWW MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply) MTS12 - -1000/ I HUS26 - + 33150 -15500(16d 1ply) CONTRACTORS WARNING: MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(IOd 2ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT28B - -37860(2 Each) (100, HHUS48 - + 5180# -2000#(f 6d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -44550(2 Each) (1601 HGUS48 - + 6640# -2199#(100 2p Y) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -26500(160 2ply) CS150 - -1650#(Each) HGUS5.5: +11335# -39451(160 3p 1y) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/MANGER DETAILS �- 19'6" 17'6" 5X5 4X6 3X4 m 3X4 X5 (A) X5 o (A) q) 1.5X3 1.5X3 6 p 3X5 (A 1) 9. � X5 (A 1) i X X X4 3 a3 5X12 �----- 13'4" 23'8" �- 37' R=456# W=3"8 R=2223# W=3"8 R=1105# W=3"8 TAG. -ALPINE DESIGN CRIT-TPI OTY 3 TOTAL - 3 REV. 17.2m SCAALE6=068 . 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN � u f��. TC DL 7 .0 PSF DATE 12101194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST68 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` vus ''�. ALPINE CONNECTORS ARE MADE OF 20GA QALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF RAG CONECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TO T.L D. 47 .0 PSF O/A LEN. 37-0-0 CONFORM w/APRIWBIE PROVISIONS OF NDS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HEnE DRYWALL APR[CAT[ON. FURNISH A COPY OF THIS ' F LORTO,.,�?• DUR.FAC. 1 .3 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER MAT. DESIGN TO THE TRUSS ERECTION CONTRACTOR. - INE EI^;.�`` CpArTN(; as.n" TVPF soec Job' (4-3611) LOT T20 1 H PM 7 THIS DWG. PREPARED FROM COMPUTER JNPUT (LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT LB): 700 710 WEBS 2x4 SP 03 BRG.LOC �FT): 0.00 16.00 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT END. ENCLOSED DR FULLY OPEN BUILDING (1991 SBC) JACKS HAVE NO WEBS. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. -------------------(+)_Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------- xWW UPLIFT WxWWWW HANGER WWW H5 -455#(Jacks Only) HUS26 - + 2751/ -12860(104 1ply) MTS12 - -10000 1 HUS26 - + 33151 -15500(164 1ply) MTT288 - -378611 2 Each) (1011)3 HHUS48 - + 5180# -20000(160 2ply) MTT288 - -44550(2 Each (16tl1) HGUS48 - + 6640# -21990(100 2ply) MST60 - -46880(Per 2ply) ) HGUS48 - + 80000 -26500 U 6tl 2pIy) CS150 - -16500 Each) HGUS5.5- +11335# -39450(16d 3pIy) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 163" f 4X7 T1.5X3 3X m 1 .5X3 m 0 0 �. 6 P;- 4.3 , m m 2X7 (Al) 9, X4 4XIO P 3X3 �- 16'3" 2 ale 16 3 in 7. 9.3N _l R=1575# W=3"8 578# R=170707# W=3" TAG T58 SEG: 68616 PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY 1 TOTAL - 1 REV. 17.2m SCALE -0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF _ (�2 *IMPORTANTx*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND .- n DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1� " �� TC DL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE W17H OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` �US '�'i ALPINE CONNECTORS ARE MAGE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG \U\� A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130. 250 C I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF = T 0 T.L D. 47 .0 PSF (]�A LEN. 16-3-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/!/91) FOR PROPER ' Q.' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS L D AID 12�\� DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. WEEP`' A--IpI • IIAISS%ATE IN5Tl 7111E NO 991 NAT NAI. 1GN SPECIFICATIONF WO CONSTRUCTION ��/II�1� SPACING SEE ABOVE TYPE h i pm JO 4— T T 16-3-8 H I PM 9 THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TDP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 430 380 WEBS 2x4 SP 03 BRG.LOC SFT): 0.00 16.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)Uplift --------------------------------------------------------------- xxx UPLIFT xxx i WNW HANGER xxx H5 - -455/(JaCkS Only) ( HUS26 - + 2751/ -1286f(fOtl /ply) MTS12 - -1000/ I HUS26 + 33150 -15500(16tl 1ply) MTS12 - -20000(2 Each) HHUS4B - + 42991 -1660i(SOtl 2ply) MTT288 - -3786/(2 Each) (IOtl) HHUS48 + 51800 -20000(16tl 2ply) MTT28B -4455112 Each (16tl HGUS48 - + 66400 -21990(10a 2plyJ MST60 4688#(Per 2ply) I HGUS48 - + 8000# -26500(16tl 2ply) CS150 1650i(Each) I HGUS5.5- +113351 -39450(16tl 3ply) ----=---------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS -- 9' 7'3"8 4X5(R) X3 M 1 .5X3 o m 6v o 2X4 (A I) 4'3 9' X q 8' �216'3"g R=938# W=3"8 R=732# W=3"8 TAG T559 SEQ: 68614 PLT. TYP.-ALPINE DESIGN CRIT-TPI QTY i TOTAL i REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT SE RESPONSIBLE FOR ANY ARNING IN HANDLING, EREC7ION ANODEVIATION FROM THIS SIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE NIB-9f BY TPI. SEE THIS DESIGN X11"11 �i TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTBa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` vus �ALPINE CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M - BC LL 0 .0 PSF R A G CONNECTORS PER DRAWING$ 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of - TOT.L D. 47 .0 PSF D A LEN. 16-3-8 CONFORM N/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C 0 RSO P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q � OUR.FAC. 1 .33 IN ONLY. AND-SMALL NOT BERELIED UPON IN ANY^OTHER.WAY. Mc,^DESIIGN"Or.HE RU53 ERECTION CONTRACTOR. /NEE ��� SPACING 24.0' TYPE hipm Job' (4-3611) LO T T 16-3-8 HI PM 11 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 420 400 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 16.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. RIGHT ENO VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------- ---------------------------------- xNx UPLIFT NNN NNN HANGER xNx H5 - -455#(Jacks Only) HUS26 - + 2751# -1286# sod 1ply) MTS12 - -1000# I HUS26 - + 33150 -155001164 1ply) MTS12 - -20000(2 Each) ( )I HHUS48 - + 4299# -1660#(((100 2ply))) MTT288 - -4459#(2 Each) (16d)( HGUS48 - + 6640# -2199#(SOd 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650# f6D 2ply CS150 - -1650#(Each) I HGUS5.5- +11335# -3945i(16C 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 11 ' 5'3"8 --I 4X5 (R) m = 1 .5X3 0 C9 Ln 6 p o LO 2X4 (A fl 4'3 9' 3 9 �--2' 16-3 R=938# W=3"B R=732# W=3"8 PLT,=TYP.-ALPINE DESIGN CRIT-TPI OTY 1 TOTAL i REV. 17.2m SCAALE68t018750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *I MPOR T A N T X*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n )\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-9f BY TPI. SEE THIS DESIGN ��1 'WC �YiTC OL 7•O PSF DATE 12/01/94 FAILURE TO BUILO THE TRUSS 1N CONFORMANCE WITH OST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING AGIN GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .O PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x r BC LL 0 .O PSF R A G CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF T 0 T.L D. 47 .O PSF Q�A LEN. 16-3-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPOA7E 17/}/91) FOR PROPER T0 RIO P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TM 15 Q'� DUR.FAC. 1 .33 IN ONLY. ANO SHALL N07 8E RELIED UPON IN ANY OTHER MAT. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F INEEA`', •. . IC:!o Ar'TNNr_ 7A n.. TVf]C h i nm Job: (4-3611) T J 7*0 ENO JACK THIS DN PREPARED FROM COMPUTE INPUT (LOADS_& DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, BOT CHORD 2x4 SP 02 N UPLIFT (`L8): 300 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) REACTION OF 212.01. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- MMM UPLIFT MMM 1 MMM HANGER MMM CONTRACTORS WARNING: H5 455#(Jacks Only) I HUS26 - + 27510 -12860(10d (ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 -10004 I HUS26 - + 33150 -1550#(160 (ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 20000(2 Each) HHUS48 - + 42990 -1660000d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B -3786/(2 Each) lOd) HHUS48 + 51800 -2000#(16d 2ply) MTT28B -4455#(2 Each) 160) HGUS48 + 6640# -21990(100 2ply) MST60 - -46880 Per 2ply) HGUS48 + 80000 -26500(160 2ply) CS150 - -16500 Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=212# W=1"B 412'6"4 m 0 6 p m T 2X4 (A1) 4.3 9' y f R=526# W=3"B R=73# W=1"B ' PL7.=TYP.-ALPINE DESIGN CRIT=TPI OTY 17 TOTAL 17 REV. 17,2m SCAALE6=0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CAM 12/01/94 TC LL 30.0 PSF REF ' (�2 *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNI NG IN HANDLING, ERECTION AND 1\\\7Vn DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �f.11NINNN NNNN���' TC DL 7 O PSF GATE 12/01/94 FAILURE TO WILD THE TRUSS IN CONFORMANCE W17H OST88 BY 7PI. FOR ADDITIONAL SPECIAL PERMANENT BRACING WiENLRE , v� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM IMEHTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 •0 PSF DRWG — — A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED KITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL 07•0 PSF R A G CONNECTORS PER DRAWINGS 130, 150 L 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF TOT.L D. 4/ .O PSF 0/A LEN, 7 O O CONFORM N/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER (0 R10* P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TN13 9 DUR.FAC. 1 .33 IN OILY. AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEER`(-9.' coArTnHr_ �A n" rvc�r iark Job: (4-3611) LOT J 7'0 END JACK SL THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS_& DIMENSIONS SUBMITTED BV TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (LB1: 200 200 200 WEBS 2x4 SP 03 BRG.LOC FTI : 0.00 5.63 5.63 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.' WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING 0991 SBC) REACTIONOF 190.70. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+1-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- xxx UPLIFT x*x i *xx HANGER *W* CONTRACTORS WARNING: H5 - -455/(Jacks Only) 1 HUS26 - + 27510 -12860(10a 1p 1y) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 1 HUS26 - + 33150 -15500(16D 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MT512 - -20000(2 Each) (( I HHUS48 - + 42990 -16600000 2p"I INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT280 - -44550(((2 Each) (10a) HUS48 - + 66401 -20991(700 2ply) MST60 - -46880(Per 2ply) HGUS48 - + 8000/ -2650 16d 2ply) CS150 - -16500(Each) I HGUS5.5- +113350 -3945/(164 3ply) ----------- ------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=191# W=1"8 -5'4" 4 J 12'6"4 6 (h O sti IY) T 1'0'7 I 9. 5'7"8 __I 1 .5X3 R=264# W=3"8 R=74# W=1"8 . TAG T41 SED: 68519 !PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF )()(IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARN I N G IN HANDLING, ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN L� S' ����� TC DL 7 .0 PSF DATE 12/01/94 FAILURE 70 BUILD THE TRUSS 1N CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ALPINE CONNECTORS ARE MADE OF 206A DALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - 0 .0 P gF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. 007TOM CHORD * BC LL CONNECTORS PER DRAWINGS 130, 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE - STATE OF - TOT.L D. 47 .0 PSF O A LEN. 5-7-S CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER (0 R10 P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F INEEA , _. .�,.. - «. . ����.�.�.,, r,,....,.,,,,� mM,. SPACING 24.0' TYPE l ack Job: (4-3611) T J END JACK THIS DWG. PREPARED FROM OMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 230 200 WEBS 2x4 SP /3 BRG.LOC FT): 0.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- NNN UPLIFT NNN I NNN HANGER NNN H5 455f(Jacks Only) I HUS26 + 27510 -1286/(100 1ply) MTS12 - -1000f i HUS26 + 3315► -1550#06d 1ply) NTS12 - -20000(2 Each 10d)I HHUS48 - + 4299f -166Of((tOtl 2ply) MTT288 N -4455/(2 EaCh� (16d I HGUS48 + 6640/ -2199:110d 2ply) MST60 - -4688!(Per 2ply) ( HGUS48 - + 8000f -265016a 2piy) CS150 - -16500(Each) i HGUS5.5- +113351 -39451(1627 3pIy) ----------- ------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 2x2 � ti 6 p �+ 2x4 (A1) I 3 �9, y 1.5X3 R=389# W=3"B R=69# W=3" TAG T42 SED: 68522 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ��11 US' e11i" TC DL /�7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05188 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ALPINE CONNECIORS ARE MADE OF MA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 .0 PSF ORWG 0 MAB GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - $606 - 0 .0 PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W 8C LL CONNECTORS PER DRAWINGS 130. 150 C 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TQ T,L Q, 47 .0 PSF Q/A LEN. 3-3-0 CONFORM N/APPLICABLE PROVISIONS OF NOS C TP1. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C 0 RIO 't SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 9 DUR.FAC. 1 .33 IN ONLY.• ANO^SHALL NOT BERELIED UPON IN ANYeo.OTHER •�WAY. nu•, DESIGN TO nu cno vERECTION cC.....^uOR. i F INEE?`�,.��` SPACING 24.0" TYPE j ack T CORNER JACK THIS OWG.--PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. ,RD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. .;MORD 2x4 SP #2 N UPLIFT (LB): 230 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 133.72. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (0-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -- WNN UPLIFT NxrNNM HANGER NNW I CONTRACTORS WARNING: H5 - -455/(Jacks Only) HUS26 - + 2751/ -12860(104 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 1 HUS26 - + 33150 -15501(16tl 1py) AT SPECIFIC LOCATIONS, PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each)) i HHUS48 - + 42990 -1660#(10tl 20 0 INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -4688#(Per 2pI I)6tl)1I GUS48 - + 80000 -2650#(100 2ply) CS150 - -lg50#(Each) I HGUS5.5- +113350 -39450(16tl 3ply1 ----------- ------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=134# W=1"8 12'6'4 m 0 6 f 04 T 2X4 (A1) 4.3 10' y �2. r 5, 1 R=445# W=3"8 R=44# W=1"8 G _ SED: 68586 PLT.TYP.-ALPINE DESIGN CRIT=TPI OTY - 8 TOTAL 8 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 T C LL 30 .0 PSF REF tK IMPORTANT*)(SHALL NOT BE RESPONSIBLE FDR ANYWARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN � 'US' e0,., TC DL 7 •0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v -ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 •0 PSF ORWG A246 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHAH BE LATERALLY BRACED WITH PROPER - , 5606 - O.O PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL CONNECt0R1 PER DRAWINGS 130. 150 C IGGA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ TOT.L D. 47 .0 PSF O/A LEN. 5-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER 0 RIOT SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TNIS ,�,t Q � DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. , INEE�'��` , cnArTAir ^1n /T" r..nr i Orli JO b' 4- 6 1 LOT J 3'0-CORNER JACK THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LBI: 220 200 200 WEBS 2x4 SP 02 N BRG.LOC FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING 0991 SBC) REACTIONOF 37.26. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift ------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------- NNN UPLIFT NMN NNN HANGER MMM CONTRACTORS WARNING: H5 -455/(JackS Only) HUS26 � * 2751: -1213601(10d :ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 1 HUS26 - + 33151 -15500(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20001(2 Each) I RHUS48 - + 42990 -1660:(10d 2p Y) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT2BB - -37861(2 Each) (1001 HHUS48 - + 51800 -20000 16d 2Ply) MTT288 - -44550(2 Each) (16d)I HGUS48 - + 6640: -21990 10d 2ply) MST60 - -4688:IPer 2ply) I HGUS48 - + 80000 -26500 16d 2pIy) CS150 - -1650i(Each) I HGU55.5- +1!335/ -39450 160 3p1 y) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 11'6'4 c� 0 6 � •' T 2X4 (A 0 4`3 10' 3 R=384# W=3"8 R=14# W=1"8 I TAG TPI SED: 68588 PLT. TY .—ALPINE DESIGN CRIT-TPI OTY - 8 TOTAL - 8 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANO �7DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY IPI. SEE THIS DESIGN �1���c II���� TC DL / .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MAGE OF zOGA QALY. STEEL MEETING ASTM OUIRENENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 0 PSF ORWG M46 GR B EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SMALL BE LATERALLY BRACED KITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OE$[GN, POSITION LY ATTACHED iKYM000 SHEATHING, BOTTOM CHORD �06 8C LL 0 0 PSF R A G CONNECTORS PER DRAWINGS 130, 150 C I6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF - TOT.LD. 47 .O PSF OSA LEN. 3-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER LO RIO Y' P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. „` Q'� DUR.FAC. 1 .33 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. - -..._ ...__....__ -_ �,...., ..M. .,. ., �'•„INEEp`?,. SPACING 24.0' TYPE jack x 1 b' 4— i T i V3 COR JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MF . TOP CHORD 2x4 SP 02 N xWWARNINGNx AN UPLIFT REACTION OF —150# OCCURED ON A BOT CHORD 2x4 SP 02 N NON—WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 02 N ' PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED: UPLIFT (LBI: 290 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.25 1.25 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ------------------------------------------------------ TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+)-Gravity (—)-Upl i f t THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING KKK UPLIFT xxx 1 xxx HANGER xxx ) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455#(Jacks Only) I HUS26 - + 33!99 -f2S60((f6C (ply) MTS12 - -10001 J ((( 1 MTT288 - -4455#(((2 Each)2 Each) (16d HGUS48 - + 66401 -2/99#(1Od 2ply) MST60 - -468801Per 2ply) I HGUS48 - + 80000 -26500(164 2ply) CS150 - -16500-Each) ( HGUS5.5- +11335# -39450(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p 9'7"12 2X4 (Al) 1111 3 j �9 R=441# W=3"8 TAY T49 SED: 68582 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY = f TOTAL i REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT*if SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANoDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 01�"rl' expTC DL 7 .0 PSF DATE 12/01/94 ut FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , usALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC OL 10 •0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of CHORD SHALL BE LATERALLY BRACED KITH PROPER 5606 0 0 PSF R A G TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, 907TON CHORD x BC LL CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS MI7H PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF z TOT.L D. 47 .0 ASFO/A LEN. 1-3-0 CONFORM N/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER C 0 10� P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS RQ � OUR.FAC. i .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. - '. 0 .11 .��... +� N . Tont NATTnw. nFCTn gPFCRFirATTnN FOR wnnn rnwvimirrrn" „ . SPACING 24.0" TYPE j a c k Ob' 4- OT i V0 CORNER JACK THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N NNWARNINGNN AN UPLIFT REACTION OF -2280 OCCUREO ON A BOT CHORD 2x4 SP 02 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 02 N ' PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 270 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD, WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+)-Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NNN UPLIFT KKK I NNN HANGER NNN INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -4550(Jacks Only) HUS26 - + 27510 -12860(fOD 1ply) MTS12 -10000 HUS26 = + 3315/ -15500(160 1ply MTS12 -20000(2 Each)) HHUS48 - + 42990 -16600 100 2ply MTT288 - -37860(2 Each) (fOtl) HHUS48 - + 51800 -20000 160 2ply) MTT288 -44550(((2 Each) (160)! HGUS48 - + 66400 -219900000 -2650#((fOD 2ply) CS150 - -16500(Each)ply) )II HGUS5 5- +183350 -39450(16D 3plyi --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p 10'6"4 T 2X4 (Afl 10'3 4'3 10' R=505# W=3"8 R=-228#-00#"8=1W8 TAGT552 SED: 68590 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 8 TOTAL 8 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (�2 )(*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1 „��Yi� TC DL 7 .0 PSF DATE 12/01/94 \\\`V\J���►U\V FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST08 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` O ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TDP - - BC DL 10 .0 PSF DRWG A448 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED KITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING --SEE - STATE OF - T O T.L D. 47 0 PSF O/A LEN. 1-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 0/1/911 FOR PROPER (0 RIO SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS Q � DUR.FAC. 1 3 3 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. moi''F XNEEAS`� � - __.. ----- -------- ---- -- -- --- -- gPAr.TNr,, P4.0" TYPE i ar_k Job: (4-3611) J HIP JACK THS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 340 200 WEBS 2x4 SP 03 BRG.LOC (FT)): 0.00 4.35 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 03-03-00 ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT xxx I NNN HANGER xxx H5 4550(Jacks Only) I HUS26 - + 27510 -12861(104 1ply) MTS12 -10000 1 HUS26 - + 3315# -15500(16d 1ply) MTS12 = -20000(2 Each) I HHUS48 + 42990 -16600(10d 2ply) MTT288 -37860(2 Each) (10411 HHUS48 + 5180# -20000116(1 2ply MTT28B -44550(2 Each) 1601 HGUS48 = + 66400 -2199/(IOd 2pIy) MST60 -4688#(Per 2ply) HGUS48 + 8000# -26500116d 2pIy) CS150 -16500(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 137# In 7'5"2 _1 2X2 r-1 .-1 ;-1 4.24 pp- 2X4 2X4 (A i) 4 3 1.5X3 --2'9N15 4.7"2 4'7"2 R=453# W=4"15 R=90# W=3" TAG = T48 SED: 68580 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL - 1 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF x IMPORTANT)(*SMALL NOT SE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND \V \jlVn 111111 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MIS-91 BY TPI. SEE THIS DESIGN SIIt US �1�I� TC DL 7 .0 PSF DATE 12/01/94 ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ ` V 11 1 ALPINE CONNECTORS ARE MAGE OF 206A 6ALV. STEEL MEETING ASTM OUIRENENTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 10 .0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LV ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130, 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ TOT.L D. 4 7 .O PSF D�A LEN. 4"7-2 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER t 0 RTO F p SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F �,C.,Q ` UR.FAC 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE1""`` --1 . I.— .u�T1T_ w . 1001 =AT,n, nrSi cPrrT T1 T7nw CnP ,�STP,"_ 11,1„ SPACING SEE ABOVE TYPE 7 ack J ob: 4- LOT J 7*0 HIP JACK -THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 510 210 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 337.19. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (+)-Gravity (-)-Uplift SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- WWW UPLIFT WW11 I WWW HANGER WWW A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860 t10d iply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 i HUS26 - + 3315# -15500(15d 1ply) MTS12 - -20000(2 Each) 1 HHUS48 - + 4299# -16600(10d 2ply) CONTRACTORS WARNING: MTT26B - -37860(2 Each) (10d)l HHUS48 - + 51801 -20000 16d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -44550(2 Each) (16d)l HGUS48 - + 66401 -21990 10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -46880(Per 2ply) I HGUS48 - + 8000# -26501 16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -16500(Each) I HGUS5.5- +t1335# 3- 44f5/y(�1.6d PC) 12 7# REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLI /HALA" O A S In 40 12' 10"4 -� 12'6"8 m 1.5X3 0 4.24 v m 2X4 (Al) 4 3 9' —` 1 .5X4 I 2'9" 15 9 10 13 �— 4'2" 15 5'9"6 --� R=563# W=4" 15 — 123# R=285# W=1"8 PLG a SEO: 68592 T. TYP3-ALPINE DESIGN CRIT-TPI OTY - 4 TOTAL 4 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PROOlKTS, INC. IN REOUIRE EXTREME CARE 12101194 TC LL 30 .0 PSF REF (�2 )(*IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND �+ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN �I't'uss" ��� TC DL 7 .0 PSF DATE 12/01/94 0 0 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , v - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - 8C OL 10 .0 PSF DRWG A446 OR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W 8C LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130, 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T O T.L D. 47 .0 PSF D A LEN. 9-1O-13 CONFORM*/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE ()/1/911 FOR PROPER C 0 R110 ?` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q � ouR.FAC. 1 .3 3 IN ONLY, AND SHALL NOT BE RELIEG UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE E��`` _..-- -..-- --.----..__ ­_ ___._.. ___..-.._ SPACTNG SFE A80VE ITYPF lack p 4— T 7'0 TRAY HIP JACK THIS DWG. PREPA EO FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 440 240 200 WEBS 2x4 SP 03 BRG.LOC FT : 0.00 9.90 9.90 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR-FULLY OPEN BUILDING (1991 SBC) ----- - ------- -- ----- ------------- ------------ REACTION OF 374.56. ------ TYPICAL-SIMPSON-OR-EOUAL-UPLIFT/HANGER-REQUIREMENTS------ A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --(+)_Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ----"----"-I--' --------------------------------- MWx UPLIFT xllx I WxW HANGER xxW CONTRACTORS WARNING: H5 4550(Jack5 Only) I HUS26 - + 27511 -12860(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 -10000 1 HUS26 - + 33151 -1550# 16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 -20000(2 Each ( I HHUS48 + 42990 -1660fliod 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -44550(2 Each (16d(I HGUS48 + 66400 -21990(100 2p1HHU y) MST60 - -46880(Per 2ply) HGUS48 - + 80000 -2650011116d 2ply) CS150 - -16501(Each) HGUS5.5: +113350 -3945 16d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=375# W=1"8 2X3 11'6"8 m 0 1.5X3 iu 4.24 C;;-- 2X4 (Al) ;;--2X4 (A1) 4,*3 X2.12 �8♦ 4X6(R) �----2'9"15 ---{-- 6'0"13 3' 10 9' 10" 13 -� R=731# W=4"15 R=38# W=1"8 TAG T47 SED: 68578 PLT, TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL i REV. �117.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 12/01/94 T C L L 3 0 .0 PSF REF (�2 *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND 7 .0 7 fFAILURE EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN "%"% "' F'�, TC DL / ,0 PSF DATE 1210 1194 TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` "us ��i 0� LPINE CONIIECIORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG O AA6 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED MIT"PROPER - , 5606 - O O PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD IT BC LL CONNECTORS PER DRAWINGS 130. 150 C I6OA-F. DESIGN STANDARDS MITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE: of - TOT.L D. 47 .0 PSF O/A LEN. 9-10-13 CONFORM W/APDL ICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER O R10� P'. SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q'�: DUR.FAC. 1 . 33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. IN Et^� � • TPI " TRUSS PI ATF INStiTUTF. NRS 1991 NATIONAL DESIGN SPECIFICATION FOR MOOR CONSTRUCTION 11,1.1 SPACING 24 0" TYPE spec Job: (4-3611) T J VO TRAY COR JACK THIS OWG. PREPARED FROM COMPUTE INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N ■NWARNINGNN AN UPLIFT REACTION OF -228/ OCCURED ON A BOT CHORD 2x4 SP 02 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 02 N ' PgOVIOE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. ' UPLIFT (LB): 320 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. PROVIDE CONNECTION FOR 530/ AT HIGH ENO OF BOTTOM CHORD TO ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) PREVENT SLIDING. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+1-Gravity (-)=Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- MNN UPLIFT NNN I NNN HANGER NMN CONTRACTORS WARNING: H5 - -455#(Jacks Only) HUS26 - + 27511 -f286#(f00 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 = -10000 HUS26 + 3315# -1550/(16D 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 = -2000#(2 Each) I HHUS48 + 4299# -1660#(f0D 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B = -3786#(2 Each) (100)1 HHUS48 - + 51800 -2000# 16d 2ply) MTT288 = -4455#(2 Each) 16D)I HGUS48 + 66400 -21990(I0D 2pIy) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650i(f6D 2pIy) CS150 -16500 Eech) ( HGUS5.5= +f 1335/ -39451 160 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p;-2X4 (A 1) 8'6`4 T 9'2.2 4'3 a 3 R=505# W=3"8 R=-22B#-80#"6=1"8 TAY T46 SED: 66576 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY - 2 TOTAL 2 REV. 17.2m SCALE =0.5000 ,1ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (�(r *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN 1�fUCJ' TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFDRMANCE WITH OST86 BY TPI. FOR A00171ONAL SPECIALPERMANENT BRACING FIE - \\\\v„ ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOPPOSITION LY ATTACHED PLYWOOD SHEATHING, 80TTOM CHORD M BC L L 0 •0 PSF- - BC OL 10 .0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN, R A G CONNECTORS PER DRAWINGS 130, 150 C ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T O T.L D. 47 .0 PSF O//A LEN. 1-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' ' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �0 RI0 P Q'. DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY 07HER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ` ..._ ... ....... _ _ _ ,. .� .. .. SPACING 24.0' TVPF 1 aCk Job: 4-36 T J TRAY CDR JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LBI: 270 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT : 0.00 3.00 3.00 UPLIFT BASED ON 10.00'PSF TOTAL DEAD LOAD. WIND SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 37.23. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS PROVIDE CONNECTION FOR 5301 AT HIGH END OF BOTTOM CHORD TO (+)=Gravity (-)Uplift PREVENT SLIDING. --------------------------------------------------------------- WWW UPLIFT WWW i *WW HANGER MMM A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 -4550(Jacks Only) I HUS26 + 2751/ -1286#(IOd 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 -1000/ 1 HUS26 + 3315/ -15501(160 #ply) MTS12 -2000/(2 Each) I HHUS48 + 42990 -1660#(10a 2pIy) CONTRACTORS WARNING: MTT2BB - -37860(2 Each) (100)1 HHUS48 - + 51801 -20000(16d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 -4455#(2 Each) (t6dll HGUS48 = + 66400 -21990(100 2pIy) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) 1 HGUS48 + 8000# -26500(164 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 -1650#(Each) HGUS5.5: +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 9 6"4 IT i ITT 2X4(A i)49 8+4- 18'8"2 �8' �-- 2' 3' ----� R=384# W=3"8 R=14# W=1"8 TAG T45 SED: 68574 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL a 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES iEOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t x IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANr ARNING IN HANDLING. ERECTION Arra DEVIATION FRIM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �� uss �� jC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILDTHE TRUSS IN CONFORMANCE WITH OST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP eC DL 10.O PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY GRACED WITH PROPER - 5606 - TRUSS AND(MESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W 8C LL 0 •O PSF R A G CONNECTORS PER DRAWINGS 130. 150 C 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF - j O T.L D. 47 .0 PSF O/A LEN. 3-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/90 FOR PROPER C 0 R10 P SEAL ON THIS DRAWING APPLIES 10 TUE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ,c INEr_r' ` ._nor rri<e wArF rHctrnirF Nn< . war NATTuA1 r tr <PrrrFtrATTM FnR conn rnN<TnimtrnN in�.r SPACING 2Q.0" TYPE j ack Job: 4- T J 5'0 TRAY COR JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 290 200 200 WEBS 2x4 SP 03 BRG.LOC FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 170.38. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT flat■ I xxx HANGER xxx CONTRACTORS WARNING: H5 - -455/(Jacks Only) I HUS26 + 2751/ -12860(10d Sply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000/ HUS26 + 3315/ -1550#(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000/(2 Each) 1 HHUS48 - + 42991 -1660#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -37860(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455/(2 Each) (16a) HGUS48 - + 6640# -2199000d 2ply MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16a 2p1y) CS150 - -1650#(Each) ( HGUS5.5- +11335# -3945#(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=170# W=1"8 1 .5X3 10'6"4 m 0 ti _ 2X4 (A1) 4 3 a 3 8 4X5 (R) m 5' -� R=445# W=3"8 R=7# W=1"8 TAG T44 SED: 68572 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t (IMPORTANT X*SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND OEVIAiION FROM THIS DESIGN OR iHESE SPECtFICATI0N5. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNtVSTC DL 7•0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - v ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 •0 PSF DRWG ARAB GR B EXCEPT A$NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - . 5606 BC LL 0 .0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N CONNECTORS PER DRAWINGS 130, 150 C 16OA-F.-DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE srArt: OF _ TOT.L D. 47 .0 PSF D/A LEN. 5-0-0 CONFORM N/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 0 RIOW SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q � DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. '� /NEEP`' •--TPI - TRUSS PI ATE TNSTIIUTF. NOS - 1991 NATTONAL OESIGN SPECIFICATION FOR WOOD CONSTRUCTION '/////11��111' SPACING 2 4.0„ T Y PE s p e c Jo 4- T J 7'0 TRAY END JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 310 200 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING 0991 SBC) REACTIONOF 257.44. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)=Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- MWW UPLIFT WW11WWHANGER WWR CONTRACTORS WARNING: H5 455#(Jacks Only) HUS26 - + 27N51: -1286#(10a 1ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 1 HUS26 - + 3315 -1550#(164 1plyl AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) 1 HHUS48 - + 42990 -16600(104 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -37860(2 Each) (10d HHUS48 HHUS48 - + 5180# -20001(164 2ply) MTT288 - -4455012 Each) 1116411 HGUS48 + 6640# -2199#(1 04 2ply) MST60 4688# Per 2ply) I HGUS48 - + 8000# -2650#(164 2pIy) CS150 - -1650#(Each) I HGUS5.5- +11335/ -39451(164 3pIy) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=257# W=1"8 11'6'4 1 .5X3 0 CU 6 p 9' 2X4 (A1) ' 9 a 3 4X5 (R) I 2. 4.3 8 2 1 8"8 ----� R=526# W=3"8 R=27# W=1"8 TAG T43 SED: 68570 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 4 TOTAL - 4 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMPORTANT*)f SHALL NOT BE RESPONSIBLE FOR ANT ARNING IN HANDLING, ERECTION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-01 BY TPI. SEE THIS DESIGN �1NS�N �ITC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - `ALPINE CONECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRWG A416 GUN B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF - TOT.LD. 47 .0 PSF OSA LEN. 7-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAM(NG APPLIES TO THE COMPONENT DEPICTED METE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' �. 0 R1,,0��,'eC,�Q PF OUR.FAC. 1 . 33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN i0 TME TRUSS ERECTION CONTRACTOR. INEtf'`�f�� �f n .--TPI TRUS^3_PIATE IN9TiTUTE, NOS 1991 NATIONAL DESIGN SPFCIFTCATTDN FOR NM111 fnMCTWi�iTnu �HHf,....ff SPA('TNf; /4 TJ" TVOC �nar CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J , ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027931 Date 3/24/04 Property Address . . . . . . 1605 LINKSIDE DR Tenant nbr, name . . . . . . 121X23 ' CONCRETE SLAB Application description . . . FOUNDATION ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1656 Owner Contractor --- --------------------- --- --------------------- ALTEE, THOMAS M. JACKSONVILLE HOME-PRO INC 5021 MUSTNAG ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 296-9980 ------------------------------ ---------------- ------- ----------------------- Permit . . . . . . FOUNDATION ONLY Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ------------------------ ------------------------- --------------------------- Special Notes and Comments FOUNDATION ONLY Fee summary Charged Paid Credited Due --- -------------- ------- --- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 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 WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. )6k.. (_ ' k-_ BUILDING OFFICIAL CITY OF ATLANTIC BEACH CD. Ford BUILDING / ZONING DEPARTMENT <]!TTA� sJ 800 Seminole Road S. Doerr s� Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 04— 7-`79 5 1 j tskaa Property Address: 4:sI Applicant: Project: 1 --2-iV- Z3 Cc>ocl'L-E This permit application has been: Approved F7 Reviewed and the following items need attention: Fb - c.. "? Please re-submit your application when these items have been completed. Reviewed By: Date: s! s-tom r. ebx'. CITY OF ATLANTIC BEACH 't ,? 1 BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) lam, Date: Job Address: d'(� L�I L f , Owner of Property: J r`e a- A -TEF. Address: 11i©S>— Lt votz 4 t 9--rL, &J— 3 Z 7-3-1relephone: 2� Legal Description: rBlock Number: Lot Number: Zoning District: Contractor: e -bc �.�/u ►,14- L-0 State License Number: �� Cf_cls ,(QE Contractor's Address:Sd Z l M►�bey - Z �✓)�� Telephone: 9©1_1 - ;4 � — ®1�'�� Fax: go Describe roposed use and work to be done: 22 *=) ' Present use of land or building(s): �►c,� - Valuation of proposed construction: L What are the dimensions of the added space: I L feet x _2 3 feet Will the added area be heated and cooled? MIA- New electrical or increase in service? /Y'¢ Add plumbing fixtures? W 14 Add fireplace? INJ A- Add heating/air conditioning? ^�Aoq Is approval of Homeowner's Association or other private entity required? "c> If yes,please submit with this application. Will this�uroject involve changes in elevation,site grade or any use of fill material or the removal of any trees? Rgb. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. 211.O Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(9 04)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Page I Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. `/ Signature of owner: _ .! r/E C�� Date.>, T I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: Address and conact information of person to receive all correspondence regarding this application (please print). -- . 1 Name: A Mailing Address: S�C 2 1 1�v� •�c Telephone: �(6�( 'z`�1G,"���0 Fax: qb - ot? �`� E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of "�- �, ,20 State of Florida,County of Duval D8)ORAH W BOOTH Notary's Signature: 3 MY COMMISSION N DO 134486 EXPIRES:July 16,2006 Personally known �RYf� B01d° T-N0"PW*Uider"'11ef8 ❑ Produced identification Type of identification produced AS TO CONTRACTOR: tt Sworn to and subscribed before me this 1 day of / /`�✓<J, , 20O. State of Florida,County of Duval Notary's Signature: DEBORAH W.BOOTH -� MY COMMISSION t DD 134486Personally known EXPIRES:July 16,2006 F-1 Produced identification Bonded 71ro NOUT Pd*WKWINera Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 4 HAW of Lots 0,01 and 102, G el vlt Li.n)tside wait 2, as shovh on plat recorded in float Book 47, Paget ;SA and SSE, current public records of Duval County Florida, being more rarticulerly 4*8c>~ibti all oats ►aint of Beginning ca memo# at the Southeast corner of *gid last 101 and r= south 83' 15" 00" , along the South line sof said Lot, a distances of 1.02.82 feet tc a point! run thence North 06' 10" Went, a distance, of 11,00 feet to a point; rues thence ftlith 5V 15' 00" W02t , a distmuc• "ate feet to a point ois the East right-of-way line of L,inkmide► Drive (it 50 fact right-of-way); ;honce worth 00' 01' 00" Rost, adistance of $0.35 feet to ao point; rugs thence Morth 63' 15" test, a distan.e^e of 37.00 fret: run thence: South +06' AS' 00" East, a di,stanC* Of 11.00 feat Point of the North line of said Lot 1017 rtm thence worth 83' is, ,Ov,. Last. along said trortll e dist*rice of 96. 91 feat to the W*rthoarat aor•ner tbarouta run thenar Szuth 06' 45' 00" Britt, I the East line of said Lot 101, a distance of $0.00 feet to the Point of beginnitig. a; 1) 3earinga shown 'hereon rotor to *aid plat of Sely* Li.nklsid.er -- Unit 2. 2) Elevation* shown thus (14.0) refer to Matioua l Goaelstic Vertical (ttcv) Oat=, f3AR� L'1� .�'�C��c�Ef r.�', �i"ttri'�s•�'.�Nt�-` 2' 4�'C.7U3"�-ir , e��•^��� �"� ��+...� T � -....r.......�_._... �, .�'�'�'�:dtr'� --.�tt- '' � !�'4:.�'-6f 4•.+''r(w y a.��•PJC) ° __...__,.. f 0 fes ' .04'rr` et-1 r !'CIN' ,aencs 5 �"rmv4"44/•-V--:5,-V14rva"e .,15 r'" _ P14 A10 Ra i +� lb bE y4 Vsj & f�.���t Ir'�a -�•, •r •,��.., +4.JeDP.'c /.�je /z 0,' �•e1'..1 .Y A0 7L, 1ra►eVf eAOM4r., .�. ..,r.... ... _..�....._. �- .�..._-. f CERTIFY THAT T HIS st:,AVp r. PERFC3RM90 UNC)fA MY RE3PON31130. NRE-OMON, WETS 1-M MINIMUM LEGEND STANDARDS FCR LAND SURVEYORS IN ACCORDANCE"TN CF?AFTT" tiG174, FLA.ADMINISTRATIVE COVE a cnlot�ra�dwe�eN"+� TO 6F.CT1UN 412.027.FLORIDA STA ,' TES),AND FUATH9-R MZIIFYtki4T'T'MEFttr 11Fif No WSIM-t EMOPOACH- 44" ,far^4"OtJMC ithryw W THE $i,!ltJECT PRoPERT Y EXOFPT AS '.SW!£bWN ON 'THIS SURVEY. Q 112'Wr e0e001•t._t,IT" ' RT� T14@ LOT 91a13*N hIXAROK IS IN FIC]CO p�ww py/�p �y,,te�we wki.. WWW* Q NWf ROCT"ON UM AS 3�-MIW.'i ON TKW FUC OU (WSLIPAbIC~t 14A"� s, LAFtSOM Pm AI�SOCIATE�, I}TR.,. t' L'EMTNAL AMdI'[ �y NKlrllle� tW7tY VANEL N4 •2007.5 _ 40414..... CAT50 4-r7,4?f 1041 KA5_od AWE.JACK110M IL". FaA ;822C1T 14 AMC 91*TAW& PAN ROOF ANCHORING DETAILS ALTEf2NATECONlIECTION: ;-IVA)NTtV74 B lri'J17n}T , (3)SB SCS PER PAN WITH SEALANT - 7 V MMOMUM EMBEL MEW INTO FAS ATHRO"PIN BOXED ^SL~NOTE(SEOTE BELOW) ENDz Ld �. S, O { EXISCM TRUSS OR RAFTER y z� ilex 1.1,°Y'R TRL S TAILPER � ROOF PANEL o _ __ RARER OR TRtM.IS TALL >Ina x •SAILS. 12'O.C. IT � L sS s8 x VT S.M,S.(3)PER PAN I ` EUSTNG FASCIA (HOTT:a6l.AND{I) RISER r EY }} "TBSP) ROOF PANEL TO FASCIA DETAIL � � } Of CL x i �� czs I r a } Q l 4,I I +? L1 t i -, I COMPOWEROOF M NG DETAILS d3 t a i 1 t Z z r e LAIr'` Q I S i S ul vmax; � j }!.. BOTH SIDES ea x irr s MLS.sPAMD -j + i� EXISTING TRt[SS OR RARAFTER ---- C. k } � Z } }1 r z L J>f a-O. #Io x 1-lrr s.uz.OR WOOL t ky r .Wool)SCREW(i)PER -Ic- RAFTER zr OR TRLMTAIL (�; 010 X 3W S.M.S.OR WOOD :.$� � __ � is tr } 9 L SCREW SPACED a 12.O.C. ROOF FANEt } - __ - ;_+a 9- }` Z l i-== ' �- a I - — EXISTING FASCIA + Q 0 _' _ $ Q�L ROOF PANEL TO FASCIA DETA& MIN. (z)95 am CONT. z , sD (1)Ix�,BAR CONT. 2 0'MEN. 3 1T�'(7YP. 1 f � W BEFORE SLOPE-1 AU SIMS) ' { { t S I t i•r '- ill iI-`I�t .i .i•i• I � ; E� � � � d �� '� ; Ck { TYPE I TYPE It TYPE III t }I � p I d FLAT SLOPE f NO FC:07}NG MODERATE SLOPE ftX2TiNG STEEP SLOPE FOOT NG + a 3 _ X 3} -Z *5 } i�9TES: ()-Z'/IT r 112"•1'-10' 1. THE FOUNDATIONS S.NOWN ARE BASEL)ON A MINIMUM SOIL BEARING PRESSURE OF 1.300 PSF. a } l'3 d W }! 06 BEARING CAPACITY OF SOIL SHALL BE VERIFIED,PRIOR TO PLACING THE SLAB,BY REM)SOIL I � a }t LA TEST OR A SOIL TESTING LAB. 2. THE SLAa"XVWATIONSHALL BE CLEARED OF DEB144S,ROOTS.AND COMPACTED Pf2KNtT0 T�pry 1y�y y+y��d 3 1?fiTSls 16Q PLACEMENT OF CONCRrI;E. R 3. NO FOOTING REMIREO EXCEPT WHEN ADDRESSING EROSION UNTIL THE F'ROJECTKNN FROM THE HOST STRUCTURE EXCEEDS 15'THEN A TYPE It FOOTING IS REOWRED. STABS SHALL.BE A MINIMUM OF 3-1.t2-(4-NOMINAL)THICK. 4. MONOLITHIC SLABS AND FOOTINGS SMALL BE MINIMUM 2,300 PSI CONCRETE WITH 6 x 5-10 x 16 2-510L WEDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH-CAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTWNIONS REOUIRED BY LOCAL CODE,LOCAL CODE GOVERNS. ORANGE COUNTY FOOTINGSL BE 18"DEEP d 16`WIDE FOR STRUCTURES I BUILDINGS OYER 400 S.F.. ARRIERSEAM OR FORTH WALL FRAME IS REQUIRED USE A TYPE II F00.IING MiNimum. 2 OF 4 PC ZMIT PLAN .5LT-P1-,5 ;N 4.NP COMPONENT-5 M►�/ \ o LuQ u LL Cf w p 3"COMPOSITE PANEL R00 \\ \\ j U) U Q W o C. a �L 0 Q J S C ), � = U N 2X3 HOLLOW WALL HEAC / w n. W LL LO f E ,..� U N J a. O QJ IS} / { z AL LU alb O (\I 7/16" OSB (OR PLYWOOD) 2X3 UPRIGHTS 0 24" O.C. / j O W 0 Q LL - � O OVER INFILTRATION BARRIER /j r~, N o Q = t SCREWED W/ #8 SMS Q 6" O.C. 5/8" FIRECODE TYPE SF / I V H u d L a ALONG EDGES a 12" O.C. IN FIELD TYPE FRX/G EXTERIOR/ i u : N °- FASTEN TO FRAMING WI1 /r OJ 1- tL G L AT EACH FRAMING MEMS/ / ;l ll >C C) > Q L Q .. (V w E 7 Q m J L 45 •V IX3 OPEN BAC = 0 to Q Q 0 It" TAPCONS A / Q 3 1 CONCRETE FOUNTLL /I • I � Q L N / c A d1 7 S EdvAearns Partially Enclosed Expo „ 6o 120 mph `a( N r = > - Framing Zone Wlnd Zona a Member Span Mulgplletr� - (� L t 2x4,045 518 1It 3 l fl ca tR 3 co POSTS Parlially Enclosed Expos mphN 120 m Framing Zone Wind Zone > Member Span Mul0piler y ` L 2X5 SMB 11'1b 2X3X.045 818Bui 1 G, x (� f J M L- 5Fa ] J N IL Z p < H U Q �j UJi- O Z W } Z a _ O W d p w 1- / > > W w O / S X W L (J UJ 00 ZZ Z 3 W p m j 0 Z (L 6 511G�T # 5'0" 5 E 7 0011 o 13©P? onrl) DESIGN PRE55URE FOR ALL WINDO- �� 9 INDOMW City of Atlantic Beach *** CUSTOMER RECEIPT *** Oper: DSMITN Type: OC Drawer: 1 Date: 3/24/84 81 Receipt no: 43717 Description Quantity Amount 2-044 27931 BP 14 LDING PERMITS 1.88 135.80 Tender detail CK DWS 3759 135.08 Total tendered 135.80 Total payment 135.08 Trans date: 3/24/04 Time: 11:81:42 S ?i.r•L�1 r1 Jx CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 / C Application Number . . . . . 04-00028048 Date 4/21/04 Property Address . . . . . 1605 LINKSIDE DR Tenant nbr, name . . . . . . 12 X 23 SUNROOM Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 14000 Owner Contractor ---- -------------------- ------------------------ ALTEE, THOMAS M. JACKSONVILLE HOME-PRO INC 5021 MUSTANG ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 296-9980 -------- ----- ---- ------------------ ----------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . ALL SERVICE ELECTRIC CO Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ------- -- ---------------------------------------------- --------------------- Special Notes and Comments 200AMP, 1PH, 3W, 240VOLT, RACEWAY PIPE Fee summary Charged Paid Credited Due ----------------- ---------- -- -------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 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 WH I PART OF THIS PE T SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. , 4c . BUILDING OFFICIAL CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION (00 rr� Date: Y-d,) Property Address: 0 5, z2C Owner: L Telephone#: �2A - Contractor: SGC. fC 'b! icZ i Telephone#: ;?AA P00 Contractor AI-/SS 6 (�./ J 10✓(5' a4• 9 3 til( Fax#: 7V In consideration gperinit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New ❑ Residence ❑ Temp. ❑ New being done on this building Old ❑ Commercial ❑ Signs ❑ Increase Or site,list the building ❑ Re-wire X Addition Sq.Ft. ElRepair Q tber ff 0 �O Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH W 3 VOLT 1 WAY { Existing Service + RAC Size AMPS PH ( W 3 VOLT WAY ,^„C Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 30 AMPS 31 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AIMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Trans£ Ea._Sign Miscellaneous ,� rJ 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.ci.atlantic-beach."fl.us : CITY OF ATLANTIC BEACH 0 MWJ7 800 SEMINOLE ROAD -,� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 r�Jli4 �� Application Number . . . . . 04-00028048 Date 4/08/04 Property Address . . . . . . 1605 LINKSIDE DR Tenant nbr, name . . . . . . 12 X 23 SUNROOM Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 14000 Owner Contractor ------------------------ ------------------------ ALTEE, THOMAS M. JACKSONVILLE HOME-PRO INC 5021 MUSTANG ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 296-9980 ------------- -------- ---------------- --------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee 50 . 00 Issue Date . . . . Valuation . . . . 14000 Fee summary Charged Paid Credited Due --------- ------- - - --------- ---------- -------- -- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total 50 . 00 50 . 00 . 00 . 00 Grand Total 150 . 00 150 . 00 . 00 . 00 8 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 WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. *�., ( - - �) BUILDING OFFICIAL CITY OF ATLANTIC BEACH ccd J � A � BUILDING / ZONING DEPARTMENT L Doerr j ✓ 800 Seminole Road �j Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # dL4 — �;GN L Property Address: i(�0o5 b,/-) Vsd Applicant: ��C� C4-S(9-n\/1` L ?K C . Project: I 12-- x cy�An Yl—`)� T=Approved plication has been: Reviewed and the following items need attention: i ce' ca [ n lo - a KMn "-r 4+o(C( & r-t-- UNJOUl Please re-submit ation when these items have been completed. 7to,-r Reviewed By: Date: SELVA LINKSIDE A Planned Unit Development February 2, 1987 I BACKGROUND The land to be used for the proposed Planned Unit Deveopment is currently in an undeveloped state since its former use as "Bull Airport" some twenty odd years ago. There is a total of 29.37 acres comprised of approximately 4.24 acres south of the 7th fairway of Selva Marina Golf Course and west of the north part of the city public works land (presently zoned RS2, prev- iously zoned RSD and D-1 ) i and 17.9 acres abutting the east line of the city yard and the west side of the 8th fairway and practice range of Selva Marina Golf Course , further bounded by the golf course on the north and' 11th St. on the south being currently zoned OR. A 21 .76 acre portion (consisting of the old "Bull Airport") was previously zoned PUD in the early 1970'x. It is also intended that 3.37 acres of the north end of .City public works yard be acquired for inclusion in this development. The topography of the property .ranges from elevation 15 ' to elevation 11 ' (see attached topo on tentative plat map) . he dove 1 onme it would be entered from the west end of 11th Street off of Seminole Road, or from Plaza via Sandpiper Lane . PROPOSED DEVELOPMENT PLAN Since the previous zoning of a portion of these properties would have permitted TRAILER PARKS &/or TOWNHOUSES and other attached housing at much higher density of dwelleing units per acre , and since this development will " buffer the R S-1 zoning districts to the east from more commercial-like activity of the city yard, we feel that the best interests of the adjoining single family owners will be protected as follows % The Planned Unit Development of Single fanily Detached Patio Homes on individual lots with a density of 5.34 units per acre with all lots having 5000 square feet or more of land area (equal to or better than R S-2 Single Family requirement) would be a better use for the greater benefit to the most residents. PATIO HOMES Minimum lot and yard requirements shall be as follows % Minimum square footage 5000 .jq-,-f-t;---...... " lot width @ bldg. line to yard setbacks - front �'"' 20except setback may "b- reduced to 10 ' where \ a garage entry .s-$" � Pkeml to_the- st"reet Side 9 -( .;..,..arid. 1 Ift. Rear 10 f t. Maximum lot coverage 40 ft. Maximum height of bldg. 35 ft. Minimum street frontage 30 ft. Siting of Units will be designated by Developer as indicated on the at- tached sketch plan. RECREATIONAL 1{ACILIEIES are omitted from this plan for the reasons below% 1 . Limited size of the development and the confining shape of the land. 2. Proximity of golf, tennis and swimming available at the adjoining club. 3. Proximity of city playground at Seminole Road and Plaza. 4. Proximity of Beach and Beaches Aqugtic Pool . 5. Proximity of a proposed NATURE PRESERVE PARK along the western bank of the lagoon. pj.► J CITY OF ATLANTIC BEACH , BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) Job Address: _ 0.� >N-: �z i-) ►d L � Owner of Property: e 4 L_7-C C Address: ,�;Telephone: Legal Description: Block Number: Lot Number:A) /C�Z_ Zoning District: Contractor: _ � 5� +'�� ��""� T�'� .fir C._ State License Number: Contractor's Address: Z la— `r kA Tvy K. Telephone: iib`( ` Z 1 L_ CM it n Fax: c:` ._. c `7 Describe proposed use and jork Jo be done: Present use of land or building(s): t45f w =/ _ w-� �':�, Valuation of proposed construction: Al l r)C) � What are the dimensions of the added space: "Z- feet x .� feet Will the added area be heated and cooled? New electrical or increase in service? E'—•` _ Add plumbing fixtures? L, Add fireplace? Add heating/air conditioning? U Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Wills project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. tX NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road - Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 - Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. Signature of owner: Date: I hereby ce at I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor rte... Date: 0 ` Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: ��Z� lot&u 5Tpl ki A—A, F ), Telephone:'?B4 ' f l`-7-7 Fax: `tq— 2'I `�4 7 9 E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of , 20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 CITY OF ATLANTIC BEACH Cc. �S!•:.1AJ��r� J BUILDING / ZONING DEPARTMENT Hi gins s f 800 Seminole Road oer j ) Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # �-} ' 9W( `C) Property Address: LOOS L—}`01 a C D Applicant: 0-CLC. ono Uc' Pr-10 T'�C . Project: i 2 x, '�?-3 5VlYl yi This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Lo- Date: Li f / o t- J CITY OF ATLANTIC BEACH Pjwll BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) Date: .. . Job Address: vo l �� Owner of Property:` D%u n.or--sL_. A T�C Address: 1(//co'S L)w,i ,jtjs )f A—rL. 'RJ_ K Z._Z. Z,Telephone: -Jn`t _0-/736_?q Legal Description: Block Number: {; Lot Number: W Z. Zoning District: Contractor: r--C. State License Number: .$G S71 Contractor's Address: �G^Z -5 i�-- iA �� Telephone: qbl ` ZJ(a qq !a n Fax: Z9(c,— 4 Describeropose use and Vorklo be done: 7 Se Z Present use_of land or building(s): S/ P Valuation of proposed construction: zq- F)6za What are the dimensions of the added space: Z feet x feet Will the added area be heated and cooled? C) New electrical or increase in service? e _ Add plumbing fixtures? 1qb Add fireplace? Add heating/air conditioning? Is approval of Homeowner's Association or other private entity required? vPr fi' r"' nth this application. � ear Wills project involve changes in elevation,site grade or any use o y trees? NO. Applicant certifies that no change in'site grade or fill ❑ YES. See Step 2 below. Approval of the Public Works Depar f e of a Building Permit. t NO. Applicant certifies that no trees will be removed for this s ❑ YES. Removal of Trees will be required for this project. "� "� � �� "� EQUIRED. Tree Removal Permits to be reviewed by the Tree Conservat>� . tt °:each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road • Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 fr Cityy of Atlantic Beach *** CUSTOMER RECEIPT *** Doer: DSMITH Type: OC Drawer: i Date: 4/08/04 01 Receipt no: 45700 Description 2uantity Amount BP BUILDING PERMITS 1.00 1150.00 Tender detail CK DECKS 2877 $150.H Total tendered V50.00 Total payment SISO.W Trans date: 4/08/04 Time: 9:07:04 ®BiI�00BiYII City of Atlantic Beach *** CUSTOMER RECEIPT *** Oper: DSMITH Type: OC Drawer: 1 Date: 4/21/04 01 Receipt no: 50452 Description Quantity Amount 2004 28048 BP BUILDING PERMITS 1.00 $70.N 2004 28131 BP BUILDING PERMITS 1.00 $70.00 2004 28130 BP BUILDING PERMITS 1.00 $70.0@ Tender detail CK CHECKS 11490 $210.x+ Total tendered $210.00 Total payment $210.00 Trans date: 4/21/04 Time: 13:32:44 +„11'. , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 10 J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptna coab.us Application Number . . . . . 07-00000398 Date 3/30/07 Property Address . . . . . . 1605 LINKSIDE DR Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 HP 1 AH ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ALTEE, THOMAS M. DONOVAN HEATING & AIR 315 SIXTH AVENUE SOUTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-3785 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/26/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 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 - MECHANICAL PERMIT APPLICATION Date: v 3 Property Address: L i Owner: —1�rjm c,s Telephone#: 2. f -,S 3 o 8 Contractor: N 040 w R e u 4 Telephone#: Contractor Address: 3 U i ax#: 1- 3 Contractor Signature: in consideratim of permit given for doing the work as describA m the above statemerit,we hereby agree to perform said work m accoft= with the attached plans and specificadons which are a part her6of and in accordance with ft City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If othw construction is being done on this building or site,list the building permit numb Electric er: ❑ Gas LP Natural —central Utility ❑ Oil ❑ Other—Specify MECHANICAL EQUIDPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _Space J Recessed `,eeintral ^Floor Residential ❑ Air Conditioning: !Room .. Central Thickness ❑ Commercial ❑ Duct System: Matectal Maximum capacity cfm ❑ Refrigeration Cl NewBuilding ❑ Cooling Tower.Capacity ❑ Existing gig ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ MAIM Escalator (Number) P( Replacement of Existing System LlGasoline Pumps (Numb) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Ptessure Vessel ❑ Extension or Add-on to Existing System 0 Bouiless ❑ Gas Piping ❑ Omar-Specify ❑ Odier—Specify LIST ALL E hiJIPMENT AIR CONDMONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# MaarhChuer Ton's Agency i 14 + LMP z1-E,-3fJ(- �' u.( HEATING—FURNACES,BOHYRS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer B'TU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road a Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800• Fax: (904)247-5845 a http://www.ei.atiantic-beach.fl.us Revised 1/04