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Permit 285 Main St (vault) ADDRESS BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING ` SLAB FRAMING COVER-UP INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH vC( FINAL MECHANICAL PERMIT # ! ®P1 0 PLUMBING PERMIT # X 7 77 NOTES: /T L n� i G fJ 4 G� 5 mac. u T T . LPT AS RECORDED IN PLAT BOOK 18 , PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY , FLORIDA- 7.5 lot ►4 -o' _ 4 a PaT�a i� i 4 � C4 r H N 40 > Nva N S . p Moil S . T . SIT E PLAN. SCALE : 1" = 20' r w 09PARTMIENT'CiF CITY OF ATLANTIC �kr�y� �7{+y� �y , w. FtiT i AG `. "U00 '+. #�R, "".r Addre fU ` fit ' A ld lA ; ot 060. �}` nl�+i W� tin . Lot64 48001.401 ©v $q.40 A t m do,'00 7 �. k . .. 9 ►C . F : PLANS MIT Ad ' s :r & Alin � # ` - fid.. _ ` RA AdC�.�`esa "'�rm'-r'k'� r.ca M* nrrvw&% pp. } yam} �rc/*� •r' ",`5 °a rr s�.'r3�' a» a+sw�+v,�w'.� i CRO int CO i 6 "T.Ih W 00 CCtS `:HVAC •Q ` SCJ"F i NMC*--A .l.. t k6 ml OF .ANp F"� nNGS MUST 9, ROPE`CT� P tt�T 1/QSIX MONTHS AFTER t)ATE C�F:i�St�� iWft� tG"MAT:AAL Rt1 8_1$01, ©a {RfS ROM T Iis'WORK.MUST NOT 3E C EAR t i MAUI f 'SAY P 11'�fER-COI«iTREiCTGtC CMS OWN R WITH TH , . ' *11WICE FOR T HE A'COADI "�" ED FLANS fHItH.ARE PANT OFTHi$FERW AN�3� 1 7fid f3R APP tCA�P S $,4F LAW. ATC SFACH i ?q . Y_. } +"¢ �,� �L APPLICATION FOR FENCE PERMIT 1,�� ',�a,� Building and Zoning Owners name_ J.'/�/l�` � -------------------Phone GQ&J.�lcrQ_ Job Address Lot_______Block and/or Unit #------------Subdivision _____________ Contractor if different from owner ----------------------------------------------------------------- Valuation of fence !�_ � Corner or interior Type construction_ww-------------------------- Show __-_______- -_Show location and height of fence an well as location of street<s). f Owner signature_- ,-.r- = �`" Contractor signature________ Date ------------------------- -------- W s# WqARMA�� SURVEY ®F LOT 2 TOGETH TH ol0 HA CHID STREET LYING EASTERLY OF AND ADJACENT TO SAID LOT 2, CLOSED BY ORDINANCE' NO . 65-88-17 , BLOCK 103 , AS SHOWN 014 THE MAP OF ATLANTIC BEACH SECTION"H"AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC 'RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED 7-o; K ,� K-. . <, tC�-r-s-+E.R-I._.r r1/\. o r3 f3 S �, t�o rr_-u e �.O - i�( Z ST .�.v�CR-IC�At--� � I?"C.�E ��(5• � � fel C 4 -../-Cb t•,j F. 0 O . 0 0 n lS"O• Cv/ ' >>- Q .4- a' 0 Ile got t' 30 3 UTE c-P74AW-OUT : W-o • .95- &4-1; 3 -1--95; (394. 49) ('503.' 74)7HE FLOOD LONE DATA DENOTED HEREON lS SHOWN AS A COURTESY ONLY AND DOES NOT EV�J'E CE�jAL Z.0 CONS77TUTE A CERMCAT]ON OF THE SAME. NOT VALID UNLESS EMBOSSED WITH SEAL OF THE UNDERSIGNED. THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD ZONE_AS SCALED FROM FLOOD INSURANCE RATE MAP ri n0( FOR c1-rc-q el TIC '3�FQG 1j FL ORIDA, DATED ¢ -i 7 8,9 TRl-STATE , LAND SURVEYORS, INC. 8411 BAYM Db:bi�-WAY..:..SU14F #2, JACKSONVILLE, FLORIDA 32256 904 731-7235 LEGEND I HEREBY CER77FY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY ' �N� wav RESPONS/BILE SUPERVISION AND DIRECT70N, THAT THERE ARE NO IRAN 0m. ENCROACHMENTS EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN "'�" CAP j Ls��s4) HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY - f�rvoE THE FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO SEC77ON 0 IRAN COR.(FOUND) 472.027, FLORIDA STATUTES ®CROW CUT ILAL OULDING RESIR/CDON UNE ' £su'r EASouovT LARRY G. EDDY, P.L.S. No. 4144 R/W NGHT—OF—WAY COV COVERED AREA SCALE. f .. Z--O ' f COV ERLIN£ A/C AIR CANDITIONING PAD C] R /STERED YOR, STATE F FLOR/DA (R) RADIAL DISTANCE DA TE: _��""Z U •./7' rn a CONCRETE to /o w F.B. PG. ORDER NO. CITY OF r'�le�ttlC ��ietC�C - �lerrldet M SFMINOLE ROAD -.------ - ATLANTIC BEACH,FLORMDA 32233-SW TFJJUM )NE(9"247i•SISC FAX(904)205M MOTICE TO: Mater Department FROM: Building Department DATE: 7 (a ' 1c) 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,. Build ng Department i Sin 8 there �, t of the s°u with tot coon 1p3' raptionce -0��'� requirerr °f Se structure wos in sting the atesued PujSnt to ime°f wsuae tnw use For the follA ' or This Cert' ting that at cons Qettt'�IAO- the.e Ming.wilding c certify Ste' r y. , guitating es rep ordVireo >> , ° L, 10 toss P �;°'" `, '" :✓urs;-' By: ,' ^� pa Ow `' gu�Pq'. post�N A •} Y v CITY OF �# k B -&7& Office of Building Official REQUEST FOR INSPECTION Permit No. A.V1. Ti ved r M. . � 0 Jo i Locality or C Contractor r �L NG CONCRETE ELECTRICAL PLUMBING MECHANICAL E �mg Footing _ Rough Wiring I; Rough _ Air Cond. & F_• ioofing Slab -_ Temp Pole Top Out Heating F anon Lintel Final Sewer t; Fire Place F Pre Fab li READY FOR INSPECTION < Tues. Wed. Thurs. Friday P.M. action Made_____--_� _ !L0 �!"� _P h DDate ficate oT Occupancy _ SURVEY OF LIST 2 TOGETH ITH �90OMq PART OF�vORCHID�STREET LYING EASTERLY OF AND ADJACENT TO SAID LOT 2, CLOSED BY ORDINANCE NO. 65-88-17, BLOCK 103 , AS SHOWN 01.V THE MAP Or ATLANTIC BEACH SECTION"H"AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC �RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED To : K „`t K-. . i'. AC -r-s-4EJZ-,..-rE r3 F3 S ..rte Soy fit-ti h✓`.oe�c� F Cc, - r=l z, ST I-1 C ES? ,el) l� oc O 0 0 0 n lin .9 ,'`� • In � co Zo.3 r 8,6. I - q r--_j r - r 3. 1 �N `0 - . : •• N � x.10 . Z-c�5 � � ply 4-3. o 902 t,� -�•�` � � �p� r' 30• 3 J 1. 2 1995 Building and Zoning X71- r-=,...,fZ�, r_ciS/ ("ter UJ'E cI'7i1KE-OUT : 1.�0 •� .95- Cv 4-/� 3 �!9S; (394••49)� (38 3• 74)THE FLOOD ZONE DATA DENOTED HEREON IS / SHOWN AS A COURTESY ONLY AND DOES NOT EV(J'E t%E�jAL 2-8 -9S CONS 77TII7E A CER 77FlCA770VV OF THE SAM£E, NOT VALID UNLESS EMBOSSED WITH SEAL OF THE UNDERSIGNED. THE PROPERTY SHOWN HEREON APPEARS TO UE WITHIN FLOOD HAZARD ZONE-_AS SCALED FROM FLOOD INSURANCE RATE MAPS FOR 4-7-4.-4n/7-lC. --SdGdGA,j FLORIDA, DATED 'i7 -8,9 TRI-STATE LAND SURVEYORS, INC. 8411 BAYMEADOWS WAY SUITE #2, JACKSONVILLE, FLORIDA 32256 (904) 731-7235 LEGEND I HEREBY CERTIFY 7HAT THE ABOVE LANDS WERE SURVEYED UNDER MY * CO"O'MON RESPONSIBILE SUPERVISION AND DIRECTION, THAT THERE ARE NO • IRON caR ENCROACHMENTS EXCEPT AS SHOWN AND THAT 771E SURVEY SHOWN (SEr WN CAP /Ls 4144) HEREON MEE7S THE MINIMUM TECHNICAL STANDARDS SET FORTH BY tENW THE FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO SECT70N 0 IRON coa(FWVO) 472.027, FLORIDA STATUTES ® CROW CVT &R.L SUILD/NG RESTRICTION UNE • ESWr EASWiWT LARRY G. EDDY, P.L.S. No. 4144 R/1V )UGHT-CF-WAY ++ , COV. c»MWD ARF,, SCALE- , Z- ¢ CiMMUNE A/C A/R CONDI nONING PAD R /STEREO YOR, STA T F F FLORIDA (R) RADIAL DISTANCE DA TE: m m Q CxWCRE7E . rn m .o F.B. PG. ORDER NO. CITY OF 4&444-c e- Office of Building Official00 -3c REQUEST FOR INSPECTION I 1 Date- j; 3 r� Permit No.—,e _2 Time Cr A.M. Received P,M. Job Address Locality Owner's N CONCRETE ECHAN1CAL~ Framing Footing E, Rough Wiring C] Rough — Air Re Roofing 11], Slab Temp Pole E, Top Out 0, Heating Insulation E Lintel Final F. Sewer 0 Fire Place 0 Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Thurs. Friday—.—PM, A.M. a7w,,�� Inspection Made C / Inspector inal Ins ectio E/��ertificate of Occupancy Date n�j��`�-��.� /CITY OF /�/_ Tl�L[�iGi4g.{W 13Vii&-`�tEd'3� Office of Building Official REQUEST FOR INSPECTION Date r Permit No. Time A.M. Received e P.M. Jo dress Locality Owner's Name r� Contractor BUILDING CONCRETE ELECTRICAL PLUMBING' MECHANICAL Framing — Footing Rough Wiring �Uu Air Cond. & C Re Roofing ❑ Slab O Temp Pole _ TopT�o�p�,�Out Heating Insulation Lintel G Final Sewer Fire Place x �_ Pre Fab READY FOR INSPECTION'S-dG� A.M Mon. Tues. Wed. Thurs. Friday P.M S"7„ A.M. Inspection Made PM. Inspector Final Inspection 'E Certificate of Occupancy Date N p a 7 i O 9 � , �'• \"` Ali 1 � ti � Cy Yl ca " SS i 7 tn 0-1 7z- 1 1 _ O 0 �. { OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESSy DATE 3 �-- THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted $15.00 REINSPECT FEE It is unlawful f r any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG 1� C) n �►� � of$,,�\td�n9 1Apft1G �Ovt 1e1� fl/tP A� locality t MEC Odte � . 1s t o Fece\,Jed r Gontcactor Neat'place ✓ p �� p je lie Fab P� t "C � oP 6 � utng �. $eget ou9 1e 1 OWne{s aNC �� emP eo Fdday �oo��n9 `' F\na P� Gt�EpDY OR SNS �teoin9 Wed•iZ P R SUlarer1 r \nal in a o{OG Pancy U Sues �- Gert�l\c Q P- '�/ pate Mon' 1nsPectten Wape NOTICE OF ADDITIONS or CORRECTIONS , D• NOT REMOVE JOB ADDRESS DATE 1 r THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted J/ e—R..101,10 401,1154 eA $15.00 REINSPECT FEE 134 ,r 7-- It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG CITY OF Office of Building Official REQUEST FOR INSPECTION Date _ Permit No. 4�vD— �^ Time c r— P,eceived IC p a Job ress - tiitocakty " Owner's Name Contractor BUILDING CNCRETE ELECTRICAL PLUMBING MECHANICAL ;-rami;g - Footm Rough Wring Rough - Air Card. & _ Re Roofing - Slab Temp Pole Top Out = Heating lnsulauon F, Lintel X— Final �- Sewer 7 Fire Place Pre Fab READY FO.9 INSPECTION AM Mon- Tues '� lbed.� Thurs. Friday �T M. insp cCen",',sdc �'f G_� for _jf Final tnspectian ' 1 llf Certificate of Occupancy e DATE: _ I41_ J _ PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: ------ 1--------------------------------------------------- ------ 1 ------------------------------------------------- ------1------------------------------------------------- Enclosed are the blue copies of the permits. /S/I NCEREL//Y, f / _A�t _9 BUUILDING INSPECTION DIVISION cc:FILE i TRANSMITTAL DOCUMENT FOR JEA DATE: .5—-7 —Fr The following permits have passed "rough" inspection: Permit No. Address Pdx Please update your records accordingly. Tha y r UILDI C CITY• OF ATLANTIC BEACH /vcb f y CITY OF ATLANTIC BEACH, FLORIDA APprovwdOr APPLICATION FOR ILICTRICXL' PIRMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IWORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID VIIORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS WHIPH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGUEATIONS, CODES AND CITY OF A7t_ANTIC BEACH ORDINANCES. l „FIRM:. MA,JJER BLEgSRlSIA(�¢(Q�NA[1,�R� ,,. JOUgNEYMaN �' �I�itr�� 1� %FD NAMH_ �5 AobR888:.. .5,..� a�oi_._.r..sox�,., BLDO.SIZE /266 - - BETWEEN: RES. 14' APT.1 ? COMM, ( ) PUBLIC { 1 INDUS,I 1 NEW{ 1 OLD( 1. REW.1 1 ADDITION ( 1 TRAILER ( I TEMP.{ 1 BIONS ( ) Btu. FT. SERVICE: NEW N f INCREASE ( 1 REPAIR { 1 PER -�—` DUCfOR SIZEAMPS /S o COPPER f 1 ALUM. j"TCH t)n lREAKED '-v AM / -MIX EXIST.SERV.SIZE AMPS PH W VOLT RACEWAX FEEDERS NO. SIZE NO, SIZE NO. SIZE LIGHTING OUTLETS' CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN 7 TOTAL. 0.80 Am , a1.tOQ AMN. SWITCHES INCANDESCENT . FLUORESCENT a M.V. FIXED :oo A Ov � APPLIANCZS BELL TRANSF. AIR N.P. RATING H.P.,RATINO CONDITIONING COMP.MOTOR OTHEFI MOTORS AMPS CELL HEAT: KW44EAT tt 01 0;[R MOTOR$ H,P. VOLTAGE PH$ NO. I .P. VOLTAGE PH$ l RLLAN C $ , TRANSFORMERS: NDER 800 V. OVER 00 V, ( i NO. KVA NO. JKVA NO, NEON TRANSF, NO. VA. MA. MOTOR SIZE EACH SION FORWARDED, >Z ' TOTAL FEES 10030 ©EPARTMENT OF SUfLOING CITY of AMLANTIC BEACH rai t cHANTc-A u,"TiO sl�l t, T DIS, 32213 �xrtr.: ` ► = Lest .' i ,, on: b4lel w{c.nH "ffi 'eR Odd, i (i' sub di Y i i ��w..' 41rt a1F i o43 !i �so bo MOO �Wo D at ! C a ya t eta 2 , I 2 CT iA"fie o ufY w r M+ iwi. 4�KIi Y'4 � Y '4F 10 pM s iL ay T+Mr�M , ER 114PACT PXX $0.00 " m A t33 RA 44, : +X io: v n.vmI . uas �.«xa�w+a'rre+attoax:� - j� s CRC ` i � G"' O T V .00 co V CHARdt �T .Bmf0. t. v3 NOTES: is NOTiGE= ALL"CONCR :? FQRl�#S.AND €TT#BIOS I�Iti�iT Be,1N�Cfi��1 1*o PC)#,J#�#i}t� , PERMIT VOID SIX MONTHS AFTtR PATE UF1SStJE BUtLl #IdG MATERIAL,`RUB,BIS ANb c�B6l1S FROM"THIS WI©RK MU5T MOT,F9f`PLAG`BD"IN PUBLIC SPACE,AND MUST fil l"AREp UPANMAULEC3-AWAY EKY EITHI� QNTRACTIR OR OWNER �sWLU T i` T I SHE EGF i t C� # LAW CAIS. E U�fi IN THER " Ifiia?` IE"ft1 �; 1 # .I I�P11NT 't ISSVE ACCC7ADIN6 0 Al ,I Ovv)PLAN WHICH ARE PART OF THIS P"�fIMIT'ANI�Sll�IE�TTC�f#1 X41 I�}[+1 I�QR V�TaN QF At? i.1CASl.IY PItItft t?F LAW A7 i:�ANttC @ H,Bt11E©tN Q F M e +S?S } .. LLQ•,. , „�.. o7pf BUILDING•,'AND ZONING- INSPECTION DIVISION y < CITY OF ATLANTIC BEACH ATLANTIC BCACH, FLORIDA 32233 APPLICATION ,FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT'-- Applicant to complete all items in sections I, II, III, and IV. • LOCATION 5tree' Addreiss OF ( (nterseoting Streets: Between_ W\ ��Y And: Y1 8UlLDINGh Subdivision Il."IDENTIFICATION To be completed by all applicants. r In cc;id ration.0 Permit given for doing the work as described in the above stotoment we hereby agroo to perform said work in accordance c with tho;"ettact�d glens end specifications which are o port hereof and in accordance with the City of Jacksonville ordinances and standards 01 good..prectice listed therein. Al , Nsme'of Mechanical �' Contractors 'Contractor (Print) I :. { Master Gtr Property Owner0 0 1 ` Signatureof•Owner Signature of or,Authori3edr;Agant y Architect or Engineer "G.INEkAL'INFORMATIONS '• A' Type of hosting fuels j t3• II IS OTHER CONSTRUCTION BEING DONE ON Htctric II THIS BUILDING OR SITE? Q Go$7,O LP ❑ N&N'01 ";I O Central Utility 'T IF YES, GIVENUt BER OF CONSTRUCTION ❑ Oil "a PERMITS Z O:= Other: Spcdfy 1. IV, MECHANICAL EQUIPMENT TO'Of INSTALLED NATURE OF WORK (hovide complete list of composeJ/R•h on beet of this ions) Residential or O Commercial ❑ ,Spoce .:'n❑ Recessed .,.0r Control O Hoon �'I'New eulidinp t Ah Conditionings'"❑ Room �entrol ❑ Existing Quiiding Duct Systems Meferial Thicknasa,.........,.... C3 Replacement of existing system " 'erg; _ � ,Y ,:. Now Installation(No system previously Instal!od) { maximum 6stssaltti ❑^Rsfri erohon —' O Extension or add-on to existing system g..., %1 ❑ Other - Specify ❑k Coolln town CoWdfY g.p.m. ❑ Fire-,sprfnkiens Number'of hoods O Hevatoi "❑.'Minlift ❑ "bcola,tor (number) THIS SPACE FOR OFFICE USE ONLY rs ❑ Gssoiina pumps_, Inumber) (It"v d) (number) ; Remark: ❑' LPG contsrncn ...�.._ .�..(number) ❑' ,Unfired pnssure vessel "`'r Permit Approved by Dot. ❑';,Bonen . 0'OtMr Specify Permit h t { LIST-ALL EQUIPMENT ^ CONDITIONIkO AND.REFRIGERATION EQUIPMENT ©'v u Csp�ty Approving p N=berValt .. ' DessorlpUon Xodol.Xwnbor Marsufa4turer (fans) ency I Le-nn f� ro X`�su"�)�!►'Tt�i(3.•FURNACES $OILERS,x F,�REPf,ACE$ _; bNulnberValta r lgescslptioo �- 3tio4alNumber Yaaufscturtr (8p U)y Approving U TANKS +KW Naay'N Noraiassll ca<p.clty Type Liqld Name ad Soria) Approving ' =41 Dimeoslons "Contained ]Canuisieturer No. Agency ,» { a r 09774 DEPARTMENT PF BU�L1,NG CITY OF ATLANTIC BEACH Oil ANT1011" It owma,t; '� :.'PLUMS " A' I L 3A 2 3 . low Lo -019 CRIPT10,11, .I 0-c Section:. yyy. y{ �nq .I t *�� R� 'y yeyn,Oiv Bt,'4A'+F ii :>r�i' Subdi X #,"Ont $deo h �I�t l tXt4e 0-,.00 _Tota 4 ` « Q o tiervic T OW+„ yy �t« FRE 'PLO All ter« �e• �• ": " 32 16 " T _ 5 �E' IMPACT "F t ��{}.4B , m WOST*'SUR "175' a RETEMCTE© htt� ErALLONC4 ? t � tt�N' PERwIT VOID SIX MONTHS AFTER"QAT _OF I.SSIr BC1It.©ING MATEI�f14L, RUBBfSFt"ANIS.©ESRIS FROM THfS WORM MUST NOT BE PLACED IN.PUBLIC SPACE,AND MUST 8E Cl;,EAfkE©UP ANf,HAULED AWAY OY,EITHER;CONTRACTOR OR OWN-CR. THE MECHj,. LAW R LT IN NIVIC 'CAN, FEW IICOAbtNO TQ"APPI VED,PLAt4a WHIC-H ARE PART OF THIS PgRMIT AND SUWECT TO fIEV CATION FOR ''OF'APPLICARI*E PROVIStONS"C7F LAW. k % xi , ATLANTtU BEAM I3UI ?kfi+tO 0E.PARTMENt, I ; ,* « By. t � CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: o?gs /'YZQ � `SfYe OWNER OF PROPERTY: BUILDING CONTRACTOR: e- PLUMBING CONTRACTOR AND ADDRESS: TELEPHONE NUMBER: l� /-0o'33 STATE LICENSE NO: 3 3 -- TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY f WATER HEATERS BATH TUBS DISHWASHERS URINALS f DISPOSALS a CLOSETS j WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHE161665 TOTAL FIXTURE COUNT: ZZ x $3.50 + $15.00 = $ ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION BEFORE COVERING UP - (904) 247-5834 RTtNt BIt xoft C1Tt QF A�L AFV`CtC EE4 ON POPMAT 62 AA , IN ?� Mit: /r MAII.NCIM6VIIINIINGQ--MwW BLAke of 0!!1lt1Cl1LC111�lI frnarAne ON auruaAYsn To whom it may concern., The undersigned hereby informs you that inLprovelnenta will be made to certain revel property, and In accordance with sections 713.13 of the Florida Statutos, ills following ltsforsnatloss Is stated-In this NOTICE OF COMMXNCZbtZNT. {, 2 Description of property ----------------- ---- --- ` __��-----� _ _----------.------------------------------------------------------------ ------------------------------------ -----------!�-- tlanaral description of Improvementss =.�1� ] �( I----- ' vrn� ____--___--. Owner ------------------- _-----Q--- ------_-------------------------- Address - ---= Y__l.. s,,0- -- -� Owner's Interest In site of the improvement _________ _ � -C.:_______ 1 J Toe Simple Title Iwlder (If other than owner) -------•--------------- ----- ----------------- Name ----------------------------------------------._-_-..-______--_--__-____--_________-____-_--_ '± Address -- -------------- " --• ----------------------------------------- ---- .fi •^� „S _ _ �aL 1� Contractor - _�_].._3_3.-_____ ____ � --- ---- -------------------... Address --- tI� ._.._ ___ _T :. Surety (it any) ----------------------------------------------------------------------.._.�.�..__-.____-----• Address -----------------------------------------------------------------A.snouut of bond $------------__ Nanne and address of any person Lnsking a Ivan for tine construction of the ilnproveLLLelits. Name ---------------------------------------------------....-----------------------------------------------• Address -------------------------------------._.._-----•-----------•---------------------------------------- Nanne of person within the State of Plorida, other than hiu►seif, designated by owner upon wlnon notices or other documents nnsy be served: Name -------------------------------------------------------------------------------------------------.�_. Address ------------------------------------------------------------------------------------------------- in addition to himself; owner designates the following person to receive a copy of We Llenoes Notice as provided In Section 718.08 19J Cbj, Florida Statutes. (Fill In at Owner's option). Name ----------------------------------------------------------------------_-__ .•-- --_ ---_---__. Address ------1=-------------------------------------- --- --- - -- --- - --------------- THte ePACK Fon anconDan'e use ONLY - - -^-- - -------_..-_______-- OvenLer Sworn to still fu4qrlbed before sne this ---, -- day of 18. AL SEAL YMY L COLLADO WAry Public.8tata of Florida r y Cotlxr*Wm Exp:Feb.4,1997 Commfs>sion No:CC 257492 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 & BATH 8) TUB OR SHOWER STALL (6) WATER CLOSET _WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) ��`BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) ��FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) _m�/ LAUNDRY TRAY (2) _LAVATORY (1) /� COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) / POT, SCULLERY SINK (4) ,_DISHWASHER (2) � A WSH SINTS K SET OF __,/_KITCHEN SINK (2) -- ---'DENTAL LAVATORY {1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) ` URINAL STALL, WASHOUT (4) _ FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) _URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) ,,--" LAVATORY, BARBER/BEAUTY _ICE MAKER (1/2) SHOP (2) _SURGEONS SINK (3) __,,,- LAVATORY, SURGEONS (2) JACUZZI (2) V URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS��i J' @ $20.00 EACH $ � Q JOB INFORMATION 6�2 Jam. /T/ <� 1 , [t)3 sec t4 FLOODPLAIN DEVELOPMENT INFORMATION Type of development Zone:---------------- ----- Required Lowest Floor Elevations___----------------- C� it building is located within a flood 'hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the bate flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. r COMMENTS% Applicant Acknowledgements I understand that the issuance of this permit Io contingent upon the above information being correct and that the pians and supporting data have been or shall be provided as required. I agree to 'comply with all appl ble provisions of Ordinance Na. 25-7-11 and all other v ur ordinances affecting the proposed development Date_ I _Q_.q?__Applicant's Signet ----------------------------------------------------- Department _- .----...._..-....r__..____..Department Use Required Lowest Floor Elevation _________________ Aa Built Lowest Floor Elevation ................. Survey Filed with Building Deportment ........... Departiaent Representative- page 3 t lWF11 TRA MY REZ�u U1 PRU TICE COW1 1ANCE CHECKI IST COPIPOWTS SECTION REVIRMENTS FOR EACH P'RACT'ICE 45100 PRA C TICE #"1 606. 1 CORN V PITH Q Z INFU TRA 710N PRcFSCR!',P TI-vEs. ------------------------------7------------------------------------------------ Windows of 61.34 CFjYC1er linear foot of operable Sash crack (Includes sliding glass doorsA -------------------------------------------------------------------------------- Ex terlor 9 606. 1 lVa,vimao Of 0. 5' CFH per sq. ft. of door area. solid Adjacent Ooors ' Core, Wood P inel). laSuld ted or. glass Wors Only. ------------------------------------------------------------------------------- Weryor joint's 66�46. 1 410 be caulAou", gasAwtod, wedther-stripped or other- S Cracks wise sealed. --------------------------------------------------------------------------------- SWNTIVE #2 606. 1 CONQ Y PITH !"RACTICE W 7 ANO THE FVI AOPM: ----------------------------------------------------------------------------------- Ektorior Palls 60 6. 1 Top 1.+ Pa penetrations sealed. 1001ty"tion bdivier S Floors installed. Sole plat'Ifloor joint clot Avd or sealed.7 ------------------------------------------------------------------------------- i-'(E6 go , -�rior A"alls 60 Penetrations, Wats dad cracks on interior surfice S Ceilings csWAYd' sealed or gdsAvted_ -------------------------------------------------------- 6*0 6. J Ouctwork in unconditioned space vust- be sealed. ------------------------------------------------------------------------------- Fireplaces 61511 Equipped with outside combustion air, Wors dad five Gia mpers. ------------------------------------------------------------------------------- Ex hd us LFa as 6(,6. 7 Equipped with dimperg. Combustion devices see 606. 7.A.2. ------------------------------------------------------------------------------- combastioa 6616. 7 Combustion space and water heating systems provided Hea tiny with outside combustion air, except direct vent dpolidnces. ------------------------------------------------------------------------------- I _111, (most be met of exceeded by dil residences.) ------------------------------------------------------------------------------- AUMP HISUPS 672. 1 Comply with efficiency requirements in Table 6-17. Switch or clearly oarAwd circuit breaker (electric) •or Cutoff (gasy, ma"_ � " X.r -6 — or bail& 5t Ve I 10 beat trap required. -------------------------------------------------------------------------------- Swimming lbols 612. 1 Was dad heated pool, mast have covers (except solar S Spas hedted'f, boo-comoelvidl pools oust have a payp tjoer. KS spd S pool beaters mast have a mioloav thermal efficiency of ?8 percent. S1L1tNet` Heads 6!2. ! Actor flow must be restricted to 00 more than 3 gdl- 108S per minute at 80 Wa. ------------------------------------------------------------------------------- Air Oistwibatioa 610. 1 All UYUCIS, fittings, mechanical equipment dad plenum Systems chambers shdll be oechd"Ycally Mwched' sedieu", ios- uldled dad installed 0 dccorddace with toe criterid of Section 610. Oucts in unconditioned dMes mast be insulated to d minimum of R-6. Air handlers shdll not be installed in attics unless in mechanical closet., ------------------------------------------------------------------------------- HPAC Controls 60111 Separate readily accessible manual or automatic r. thermostat for each system. ------------------------------------------------------------------------------- lasuldtloa 604. 1 Ceilings miaimao R-79. Common Palls - N'-11 Or ------------------------------------------------------------------------------- �r,�.�ar�•ararar�rarx•�.�rar�ra�•ar.�arar.�r�.far.Marx•ararar�r�ararar�.�arar.x•arara+•�r�r.gar,��•ararar.�.�t•ars!•�rar.x•ar�at'.n•.�ra�arar.�rar.x•arar.�,w�r.�•ar�r.� SMAER CAi CUt A i I IYS .x'�rararar�r�rararar�rarar.,rx-ararar.x-ars•,�.�arar.�,�.�,rar.��r,rar�r�r.x•x•arar�ararar.�,r.�,r.�rarar.�-.�,r.��rar�ra�•arar�rar�r.�ararar.x•ar�-ar.,r�r.�x�r,r,� AS•-6Ult T' =- CLASS---------------- f ORIEW AREA ,k &SPP - r''iiIN i OTE Si: O I EW AREA ,k STT .k SOF z F't I TS ---------------------------------_---------------------------------------------- rY` 42.00 65.S 2*3.o j psi CIP H 42.0 38.3 . 9i E JU.00 65.8 23613.b ( `81 Cl h' E 30.0 T' T .68 L 1 G4. 1 J 081 Cl R E 6.0 ?9. T . , , V0.4 Sc" 15.0b 65.8 9C77.0 jr Orsi C t n Sc 75.0 , Y . 7 .85 1004.6 3 20.610 65.8 731610 /r a t ah 3 20.0 6U.2 .60 1059.2 3W 15.00 63'.8 9 .G j psi L t R S w 15.0 P9. 1 1 .ctf\3 1004.6 w 42. 00 65.8 8 2 63.LT /+ 081 CI R M'` 42.0 79.. , OT 3051.L1 -_ - • MOR •\ ! 'Y',•\'Y'A f .•\r A N,•\ .... 40J. h ,'\r A,1,v .... A,•\'r' ,Y r A t•\ 75 .k CtJAD. r t uurrr / r u AI is I A3 - 4 J. K WAS - AVJ 6'!4 39 /+ 5't ASS AREA AREA FACTOR P'610'3 1VOPY11,15 j r"f DW3 _ . 15_.__-_ 1,246.00 U0.00`0.t,+0 1.099 1 1, 00.L+t+ 1 L,:20.L%L 10, 107.48 r rVOH Lit A 3-------------- AREA ---_ ...------frck 93r ! .� rurvr„ jr •r ,r.r' �... 1 -`aA cuc AREA .. r•.,•��, .... r\.•\r'<r•r'.\ .K .3rrr - r•vlrvr.3 -------------------------------------------------------------------------- ExL r t,+L J. L+ . . ST . 5 I C.k't` A"Oo ) r-re me Ad/ 7L . .L . 7 r'�6, jr Au Wood !`('c?m 11.0 10 .0 . ��L� 16.3r � r / r E.k t 21.0 6. C,k t P'Vouclr 21.0 b. iO 128. i A di L% 2.4 45.6 Au•f AZO uf++ 19.0 2.40 45.,6 r 1 ,•\r...r r r.r.•\ r VA 1246. 0 .LT ,•4. .6 f MOP Attic 7146. 2 6%% 4. .{ r r ,._r T •\ ,r .?ILS 168.0 -37.0 -6K6-0 0 .L+ il6f.is -0-20 -6921.6 r 1 1 rrr 1 r. 1 rt•A r! rl 7246.0 i3.L� irSTUrs.L� /r r'j'<If;'L1cE' rfrl 124r•T. 0 r7\.LW 955B.L+ 707T MSVltilrti%Eft'TfW1 JY%S /+ 1 'y , G+. 12 % 15,89 . 96 rurrvL .K 3}3r6r! - r.,uuclrY� / rt,+r�rL .ks.rtr• .k L+uc,1' .K S'i•37rr1 .k r.rrtL.rlr � LuuctiY6 SVH PTS jAIUl T` WRY / l,\ilAVY RAT'lu HAT T ATY. T Not 1' Wl:r`Y`M ------------------------------------------------------------------------------- 1 r .`•f;'0, 12 . j! 6,64S\. 94 jr 15,893. 5W I. LSU 1.010 .31. 1. WO Jr,415.Lf5 PINTER CAIMIA1YONS SSE A3-6'UIIT GIA33---------------- ORIEN AREA x 6 P -::, POINT3 J TYPE 3C ORI EN AREA OF POLW3 --------------------------------7---------------------------------------------- * 42. 00 -10.6 -445.2 J Zvi Q P N 42.0 ?i 3 i. Q 344-01, * 36.00 -10.6 -3SI.6 J D& Q R E 30.0 -9.2 .61 484. 9 Zvi LLP E, 6. 0 -9.2 . 39 -0.6 3E 15.00 -10.6 -159.0 J 081 W R SE 15.0 -22. ? .85 -288.3 3 20. 00 -10.6 -21240 J D81 CIR 3 20.0 -28. 4 .69 -WA 3w 15.00 -10.6 -159.0 J fW! 01 R SFr` 15.0 -22. 7 .83 -288.3 PK 42.00 -10.6 -445.2 061 CIR w 42. 0 -9.2 is -30f. -l', . 13 x CONN. HOOR / 70TAI OZ ASS -•: AD'j. x GZA33 AVJ C!A33 J 01 ASS AREA AREA FACM POINTS 'POINT15, I-Vilv7s . 13 1,246.00 /Wo.00 L 619-1 602.00 1 -wi. 14 24,7. -;-3 NOV OZe13 A EA X SP,PH -::- POINTS i'i,PE h'-l'-,'A 1 UE* AREA x ph,Ph' PO NT. --------------- ------------------------------------------------------------------- Ewt 1025.0 2.2 2255.6o t Alood Fralite 11. 6, 1025. 0 3. WO 3192. 3' Acf 16,-9.0 3.6 37,2. 4 J Au'j Wood Frdiiie i?. 61, 1(.''.:r.61 3.6*0 39,2.4 E.k t 21.0 12. 3 23s. 3 E,k t Pilo o d 2L6, 12. 30 233.3 Auej i Q.61 1 i.3' 216.5 Jf AU'J Wood 19.0 1i. 50 21M Cullms----- ------- UA 7246. 0 1.2 7495.2 Jr MIr Attic 30.0 1246.0 7.20 7495.2 WORS--------------- Sib 16B. 0 8. 9 7495.2 Jr Slab-oo-Graot . 0 168. 0 18.30 3738.,{ Wil TRA TIOW--------- 7246. 0 ?14 5120. 4 Practice #2 1246.0 ?140 5720. 4 107AI AMER POIND !3,353.66 J 7 Yj 287. 7.;-' T07AZ x Sh'STEN z MATING TOM 0,4P �,UCT x 3),'3!'EH k CRED17 -:� HEA711YO WiN P 3 XT T POINTS Jr COOPOS RUM XUW H& T h1 T POMM;l -------------------------------------------------------------------------------- 13,353.5,6 . 55 1; 344.62 1 1 r ;26; . & 1.00 1.070 . 460 1.000 8, 509.0.4 AIA TER HEA 7ING VASE' 43-SUIZ 7' NUN OF HUI 7* i.'O 7A 1 j M NK Vol UNE EF TANK HUI 7' x CRE017 z 707AZ 8ECIA)IYS RA 710 Hui 7, --------- ---------------------------------------------------------------------- 3 i'303.0 l i,4og.00 . 90 1.006, 3.;:79. o'-` 1.00 .................... 3041YARY ........... 11$ -cult Z, ............................... ....... ............................................................................................................................................................................................................................................. _-----•--....... -------------- ---------------------------------------------------- colon YN411 HEIR. IING H07 I'i,Ai*ER 707011! Coo!Iiia HEA 71N'6, H07' WA7ER TOT-1 A P1iINT3 r POINTS Y"Ojjjf_' --------------------------------- --------------------------- ------------ 6648. 79 ;:`34-4.6 11405.6, 2'5y46,2. 5.; 5425. / <7`36,"'. � "'. .' I G? I" . . 59 0 23,093. 13 ................................................................................... ........ .............................. ................. I....................................................................... .............I ----------------------------------------- ---------- ------------ EPY EiYERGY c;OIDE For detailed information of the EPI ratiny aul#ber or for any 1 Ely listed, asn' ,your guilder for EPI- 98.8 L+LA .1-oro 600A--'1 ---------------------------------------xv/ The WHO= allowable Eh'1 is 100. The lower the Ch'I the more efficient the home PGS1LC TIA 1 EMERG , hER171RNANC hfm1 `G SHEE7 l r'.,..,...< rrr•.<.r•- r,n r rrr-' Efficiency .r .. r r^'.c c.r .. . . 1 /CIf !7 OA h'Fi Zo CI ficiency Jti2gh CJ 71L'1tocq, SII V t,lR W TINT WiIYVOW . . . . . . . . . . . . . . . . . . . . .0ouble clear /r-------------.i`_------/r MLfrJ_'A l I ON. . . . . . . . . . . . . . . . . . Lei 11 nyJ ft" I"'al ue. . . . . . . . . --------------------X/ Floor P`F""I'r'la&. . . . . .. . . . fJ.fr /r.F`_.__._.--_-..-__--_---._.__/r AIR {ONOI F I L%JG'CPF'. . . . . . . . . . . . . 3 ER. . . . . . . . . . . . . . ., . . .I . . . . 10.6 /+_X------------------- HEATING .._.___-..._-__.-.-____..__HEA1 IN rJ i'.5`1 EI"!. . . . . . . . . . . . . . 6'.8 HSPF 12. 61 Electric WK . . . . . . . ., . . . ?14 4 /-••'-A`»................. � AU TER HEATER. . . . . . . . . . . . . . . . Electric EV . . . . . . . , ., . . . . 0. 90 GasE1 . . . . . . . . . . . . . . c .c C /r_--__---_._..__._---__---/+ C . 40 C C% 3o.ial` EF. . . . . . . . . . . . . . /` -_-____--_...._._________/r ii i,~ER FE•A MME'S. . . . . . . . . . . 1 LEit1Y that these ele1'yy saY10yJtaLureti leyuii'eU rVl' Lhe r.lUr'!Ua r r Cilei'G,�+„Y Code Id YE' been1i1.5L�ti'L1eU in this lIUa,ye, SWIM. ci . ui ess: S1�ilatui e: Me: ei t y/-Fik-, Florida Ener'y;v 00de for Sail t7'l nt, Lons t get joo ` 199-5' Florida U'a L+ec1a/'Qerlt of LL+rJIillCilli 1.'V Affairs r.`.> /"L-EX! LHPY093 lt'IMT-.i MAO AND EVOTMETT SuNHAfE V !7-23-94 For: 00STIE SUI IOErrS 6810 Si, AvG`USi1/YE Rd. ,1ALl1S<1%1JMiE Q S«1 . t3,v: AIR ENGIJYEER , INI BEACH SL V0. J Alr'/ti SON'V1 Z I E /"1 3220 (904)641-2333 job if: Plan 12417 ;5q. Ft. !. ..f... T T A r� r`Iitr1J , Jar Atioiiv111t AP Ft zone , WINKER LlfN01 1.1ONS Sllr'7rtlEr't' DE111Y L.UNO !1L110? outside ab: 31 Deg r uu..Lsture cc+: ;;i4 Deg r i ii,> de ciL"t: .0`6' Deg F I os u'e t;+'L+: S Deg r L es l y a / 3 Deg /" Design l L 1:' De r" r r r,; Deg Design r: Deg Daily A�):ave IV Grains ns glia t.eJ' 49 Cgi HEA „ .,..v. ,,., t. t L A ... ... ... .... .•�,•�•r r i EMP IY e•.A,., r.,v...,.Y.,/,., r7EA KI�u SUMMY lr<sr't)r SEN I Li'l c M!IWO E rnrU P VAO S 1.!15 S1u'y. beat loss 26S26 6tfh 3tJa ture 70•L4 Stab urJ L.u�1 CS�, r I,t:`Jltllat�2clii Air L.�/'/� I't�`JltllatlLfJl �2090 GJ2AlJ" tr7SsI4180 Stab Ols1LJJCh, . JW1iy . J,L Ley f- " Oesl go bed t' 11.1d d .�1006 Stab Us 171 y. Ua lra' y rl c t /rSS411 Jiff I�i;JI t. 1, 00 Total Mos _s mj(llGLaG21136 :t ul M11 /rlF)A/ILlIY' Lr`iIElY1 tl`0401..1Wl! EMP Z040 MINI L.•(+ast 000 a N CLr!"olde s 1 loleriia1 tralJJs 1380 Stab Irkl!t11atLCJf! 333 Stub hFATING COMING 1YL,' 1 i11 1 1 L ra L t t.lii 4;;',S Stab Area (sq. ft. ) 1246 1246 Tot latent = t1,cload c ?485 8t urJ lrtll utile (ca. ft. ) 9518 • 96* Air C.t1(z'JJ(,•,•+eslhour 1 .2 0. 5 Total Equip load .CrU/_,:' Stab EUul valei!1 CFN 100 83 HEA1.11W*. E4&'IPHEN7 SU7JlAt'rCOMING EQdYENF JV '-014RY MAY 1`eJJJim At'&ke l t-`JJJIC7.K 1``iUtltr`1 l,G :7'1"'62403 17CIVe1 1 36, vA1 hutylGf1r7flLrT ;�t � r Ei i.1L1cJJi,v / rr�sP , .4 COP 10. 3 I'ii . l�d'i�l liy+ + 61 Stab Sensl/.+le 1.,001!ag LHJ6, StabStabr7 r"i'r~`a t2 J1 y! Lllitpu1; 6, at uh latent Cooling 6800 Stub Heating T900 Rise 0 1.eg !" M&I 1f& cool.f Jlp 30900 Stab f{ tua1 Heating Fan 1000 6TH flL1c1 iU?t1JyFan 1650 C54Lr l fi7ty Air Flow Factor 0.03? C/--H/7tu%i t1"Ig Ali Flow Factor 0. 06j Cf"AINal1 Soac•a Mc?J'rYltls tw t load .Sens 1`1e'd t Ratio io 62 HANurAl J: ?t/? Ed. /k'li'iti/'-✓': V7. 72 i'ri'29 3 ) , r s Rl H "J CAI W A 1 L U%Y r'rt'ULCL+fIrRCS A,L7,G.O JULY W: Plan 1246 Sq. Ft. 11-23-94 Pr ai'eu`u!`e A - dY1I)ter la fl1 LY`a'tioa HQ QlCal d t&&i ' ----------------------------------------------------------------------- r r r r 1. M+rx!)LeI` !li)11 LY`ce loll 4CF / A4CI"R X 9'96r, GU.!L. k G.0%16; LC)(.) CWH J' r r 2. boater Iofiltrdtioa Stub J J .K 200 CFH .k 38 Winter JL+ - 63R, 6tab f r r J / f r J 3. boater 111 LYaL2 100 HN r J / 63- 6) Stab Me T a a l 4o adow - 359.8 }rr7H ---------------------------------------------------------------------- !=y!`aL"C'`ULlr tr. Ls -- SUrIN)lel` 110'11W500 r•7!J7 Q 1 GU a L 1 aW --------------------------------------------------------------------- r J r. Summer r r11 La L1 1! Wr`i / 0. 5 A, /.,tart k 9-968 x 0.616,;:' 83 %'1=l4i f L. 3UJll+er Yo l Lre2tL11!! C3Q/? f 133 CFH k' J 7' sUJ,4aet TO - /W40 Stab ab / r r J / _ f .7. �+1+1))!!Jt`!' 1!i!1 1!,r d L 1 L1!) !'7rJ•Jtl fr / lf40 t'3Lu%) 210 7oLa'1 PrLr!dbA, 6. :9 r`1r!IJ C f A Oaa!` A1`t;d f' ---------------------------------------------------------------------- %'1'aL'r3C.11,fre L, - Went en 1 1)J L 1 t-ra L 1 al) 1:ta 1 ri ----------------------------------------------------------------------- ( G .ttk 49 yl ,ulc c. k83 CIA/ -.-.. SLUr) / ---------------------------------------------------------------------- YrUL:I;'U1Jl t` t.! -- 1::fjLl1(:°#!c-`4t .t3izinL) Laau'. ----------------------------------------------------------------------- t}F. lJs ibl E Sizing L Ua d f` r _r / y Sensible :1ti1b1LIr.rrt / t1 1 a L..1 U ! f.tau r 1 r/ 100, ,, . .. • • eL UFi / r Sensible •, .. .. r .. r .r for t•.r ...e. . r r• .r. J �>�rJu 11,+1 c r..aac! )a!` .�is J lit;L t1J't "Nue i;�',i r NOW r3L ufi / SUiI! Of 1+eli L L 1 a t.L a!) a!1 U J L I llt:L U!G' LOWS - 21136 Stab UI) +r f ,'k'a ir.j. Y and ?t'!1),G era L tl!`!; Way Nal L 1%lie .k 1.65 h'SH f ( QUl,t'.rJlle0t Sizing !Odd - Sensible Y' 21136 Stab /r !r / 2. L a L't:s!)L Sizing 1 ag ar / /, Jr - r . .r...- r / La'L6lit i eliL`11aL1itli c 6 „,. 4 5 , r.,r f r• c r +, ,K 1vG+G+ I��1)L.L,`lI .k 4`r +'1`,t1X) ) . - .7..7JL St 1j b r J 1! LeI1a1 iaaUS -.. 236, K 6 Ya. rEallt1360, t3LU%) / J 1li)rl1 tY`atr.lali t.Od rl`ar!! PIOCeC/Ure 1, r 2 ;•3 stab / J QUIOMeOt .r3�1 2L!)g 10&d - L a Lee - 485 Cf tah l ------------------------------------------------------------------------- t,al).>L'!"Ut:'L'1 U1) h+Ua 1 l'L}/ is: a No. of , 1'1"tit,1 at:'t.`.> 1.5: ! Plta%YVAI J; r'L f) Ed. PkJl L1'fY 1'"J.; P. ?2 TR29 1 3 Priotvat 1.'t`rtified by f CCA to Meet all !"t ClUl l`t'rlle0tY Of H90001 !al`!ll 1 job 1: Plan 1246 3q. Ft. Zone. ii-23-94 ----- NANVAI A Qh Ed- ---- RIGHT"A P. 72 ---- TRZ913 --- loge 1 ---- // Nioe of Row j Entire House j Abole House 21 Running Ft. Exposed W611 j 168. 0 Ft. j 161.0 Ft. 31 Room 0imensions, Ft. 1246. k, 1.0 Ft. 1 .4t Cellogs,Ft / Condit. Qtlonl 8.0 8.0 / heatlyool --------------!------------------------------------- -------------------- ME OF j ICS TJ H7H / Area / Stub Area / Stub EAWOSURE j 1N0. 1Hty IQ Ileogthl Hty / Cly lieogthl Hty / Cly ---------------------------------------------------- -------------------- 51 cross lalucl 141 2.01 towl sees / ""t j 16,251 s- 't / te"" Exposed IbI13CI 1.41 AS/ 1091 **** / less j 1091 sees / sees Wdlls and /c/ 6'.C"/ 6.01 6"1 stee tellt 0/ less sese 0/ ses, $to 0/ Ile, sex, syrtitioas Idl 0. 0/ 0.0/ lel j 0.0/ 0.0/ 0/ Otte some 0/ stay too, Ifl l 0. 0/ 0.0/ 0/ ell* less lr0/ stay aye* --------------- ----------- -----j--------------------/'--- ------ ----- ---- 6/ ---- -------------------- -------------------- jj 61 KNOWS Idl 5VI2?161 "1 1401 36571 test 1401 X650 "" S Mass Al 302A61 to 301 S271 lose 301 8271 **at Zwors Hty. Icl 0-01 "s 611 6,1 se')"tf LI 6"1 sxtt Idl 61-011 -,It 6i1 tell 6"1 see't 61- 6111 '1x 6,1 else o/ ,* s$ e e".6111 -11-11' (.,/ Isle 6jj, It e-�, ------------------------------- -------------------- -------------------- Y"dows jr North 123.01 M/ sees j 39101 val onto 39101 i Mass NISAW 0.0/ 0/ tev* 0/ 0/ Isle 600rs 01g. ESP' 6,1 6,1 s-)1*,)t l- 6,k/ 0/ S'Essp,," 6 .6,1 sxx)� 6,1 6,/ 6"11 So ej t h 0.0/ 6,1 0/ sees 6�1 ! LF.L. L+..("/ 6e/ e I Is 6,1 6,1 P,ltY) rL,1 ------------/--------------------/--------------------/ Othr abots IdI700,11,:.`. 5110.41 V1 36?1 2781 2XI 36W! 201 lbllooll;15110.41 191 3321 15'8/ SS21 /96 -------------------------------/--------------------/-------------------- 9/ Net laI12CI 3.41 2.01 8341 28521 16961 6341 28521 16961 Ewposed 1b113C1 1. 41 1.31 901 1221 7131 901 1221 1131 A en,11 S &n d /L/ / Gr`.61/ 0.61/ 6,/ 6,/ 6'/ 6"/ 6,/ 6,1' Xortitloos Idl / 0. 0/ 0.0/ 0/ 0/ 0/ 0/ 0/ 0/ / 0.0/ 0.0/ 0/ 0/ 0/ 0/ 0/ 0/ / 0.011 0.01 6"1 q ol 6,1 -------------------------------/--------------------/--------------------/ /Io/ ceilings 1'all6VI 2.01 2. 31 12461 25091 2S401 12461 25091 28401 WADI 2.01 2.01 0/ Cr 0/ 0/ 0/ 0/ rr Ir /c/ / 0.0/ 0.0/ 0/ 0/ 0/ 0/ 0/ 0/ +___-_-___._.____.,_-_-__._.__--_____-_/+--__-_- --_--_---_-__ j._.__.-___..__._-__.--___-_./+ 1171 Mors 1a122AI30.81 0.0/ 7681 51771 01 168I 5011 0/ IbI 0.0/ 0.0/ 0/ 0/ 0/ 0/ 0/ 0/ /c/ 0.0/ 0.0/ 0/ 0/ 0/ 0/ 0/ 0/ -------------------------------/--------------------/--------------------/ 1121 Infiltration a 139.81 8.31 2101 83501 17401 2101 83501 ?7401 /-------------------------------/-------------------- -------------------- 17313abtat Stab iossw6i& . 1711721 sees 2436PY Is$$ Is" / ASKI "" 1141 Ouct Stub loss 24391 s" rr ot! Y41PI tses 1751 AM Stab loss a 13174 sees 26BY61 ryel test / 266261 ssss /------------------------------- -------------------- 101 lot. Gains: Moole 0 3001 61 "S 1 18001 61 sees / 1800/ AppL P ?100/ 41 ssss 1 48001 41 sell / 48001 less / SASS else else 1 113,51 1781 P004 AVA Wo 16,1"l -),tee / 1, Mwy RSH Odin less else 190461' else less 190461" r L ,ri00611/I io6fol 7610 106,01 201' CFM Air Required 1 0 --- Priotoat certified by A&A to meet all requirements of hanudl F&ro i -- a . A 1YffiJ UAl ,.1: Tb E-d. RIGHT-j: I'.7. !L VMS RIc:Nr" ri%IKOW 04 i R 30b W: Flat; 1246 Sq. FL. U-23-94 !M S 0 1V G L S S 0 !Y A S 0 0 Al L Mf S JY li I A L U 1 t`7' V U 1Y ii p FI 17 H !7 U Y h' I A Al rlt' A f7 L Ga L fY R S 1 A A PM L 4 E H 0 Ct' 2 t U X r 7 'Mule t '4"Ous a' I! 5 a c 0 I! II t L 90 1.6, 1. J 0.(I 1.C, 3 .6r 20.(f L(.r.0 a II a a c 0 0 0 y L QO 1.0, 1. 3 fir, 0 1. 6, ;:"2. 0 Jib.6, Jit.6, a I! fl a c 0 0 0 y 2 -Q0 1.Lr 1-5 0.0 1.0 LJ.0 4 .(.f 6�.C! a J! NY a' L.' I! !( 0 Y L 90 ( .C, 1. j L'.V /- 0 r'L. 67 'fL. Z+ 42- 01 G� I! 5w d c 0 Il I! Y L J'f.r 1.Cr F . w (.r.0 1 .0 63.0 0.0 16.0 b o se a C I! 0 11 3•' L I''( 1. V 1. ? 0 (1 1.0 63. 0 15.0 1'J.Lr R-` WIND LOAD CALCULATIONS TO DETERMINE SHEARWALLS Project : Plan No. 1246 Reference: Wind Standards for Single Family Dwellings Northeast Florida Builders Association Design Wind Speed: 100 MCP.H. NOTE: Since the Garage Protrudes More than 20 ' from the Building, Shearwall Calculations will be provided for the Garage and Added to the Shearwall Requirements for the Main Building. Assume: Wind Perpendicular to Right of the Garage W1 (Wall Width Exposed to Wind = 12 . 0 ' Required Shearwall : Condition #1 = 6 . 6 ' Condition #2 = 4 . 7 ' Condition #3 = 3 .2 ' Front Garage Wall Has (1) SWS (#1) = 10 . 0 ' Assume Condition #1 : Decrease 20% for 16" O.C. Stud Spacing Required Shearwall : 6 . 6 ' x . 8 = 5 . 3 ' Shearwall Length: 10 . 0 ' > 5 . 3 ' - O.K. Rear Garage Wall Has (1) SWS (#2) = 10 . 0 ' Assume Condition #1 : Decrease 20% for 16" O.C. Stud Spacing Required Shearwall : 6 . 6 ' x . 8 = 5 . 3 ' Shearwall Length: 10 . 0 ' > 5 . 3 ' - O.K. _ Assume : Wind Perpendicular to the Front Garage Wall W2 (Wall Width Exposed to Wind) = 22 . 3 ' Required Shearwall : Condition #1 = 7 .4 ' Condition ##2 = 5 .0 ' Condition #3 = 4 . 0 ' Interior Shearwall #3 Has (2) SWS Lenght = 7 .2 Assume Condition #1 : Decrease 20% for 16" O.C. Stud Spacing Required Shearwall : 7 .4 ' x . 8 = 5 .9 ' Shearwall Length: 7 .2 ' > 5 .9 ' - O.K. Assume: Wind Perpendicular to Left Wall W3 (Width of Wall Exposed to Wind) = 35 ' Required Shearwall : Condition #1 = 11 .5 ' Condition #2 = 7 . 8 ' Condition #3 = 6 . 0 ' Rear Left Wall Has (1) SWS (#4) Length = 15 .5 ' Assume Condition #1 : Decrease 20o for 16" O.C. Stud Spacing Required Shearwall : 11 . 5 ' x . 8 = 9 .2 ' Shearwall Length: 15 .5 ' > 9 .2 ' - O.K. Front Wall Has (1) SWS (#5) Length = 20 . 0 ' Assume Condition #1 : Decrease 20o for 16" O.C. Stud Spacing Required Shearwall : 11 .5 ' x . 8 = 9 .2 ' Shearwall Length: 20 .0 ' > 9 .2 ' - O.K. Assume: Wind Perpendicular to Rear of Building W4 (Width of Wall Exposed to Wind) = 42 . 7 ' Required Shearwall : Condition #1 = 13 . 8 ' Condition #2 = 9 .2 ' Condition #3 = 7 .3 ' Left Wall Has (1) SWS (#6) Length = 14 . 0 ' Assume Condition #1 : Decrease 20o for 16" O.C. Stud Spacing Required Shearwall : 13 . 8 ' x . 8 = 11 . 0 ' Shearwall Length: 14 . 0 ' > 11 . 0 ' - O.K. Right Wall Has (1) SWS (#7) Length = 6 . 7 ' Assume Condition #3 : Decrease 20% for 16" O.C. Stud Spacing Required Shearwall : 7 .3 ' x . 8 = 5 . 8 ' Shearwall Length: 6 . 7 ' > 5 . 8 ' - O.K. PLEASE NOTE ! PROVIDE FOR 1/2"ANCHOR BOLTS IMBEDDED 6" IN CONCRETE OR 8" IN MASONRY UNITS, SPACED NOT MORE THAN 4' APAXr IN ALL INTERIOR BEARING WALLS AND ALL EXTEIRIOR WALLS. USE 1/8" X 2" X 2" OR 2" ROUND WASIIERS WITH NUTS ON THESE BOLTS. NO STAPLES ON ROOFING, ROOF SHEATIIING, OR WALL SHEATHING. PROVIDE FOR REQUIRED UPLIFT AT STUDS TO TOP PLATES AND STUDS TO SHOE. INSTALL CLIPS AS NECESSARY. J103A FASTENERS AND CONNECTORS J103.1.1 A CONTINUOUS LOAD PA.TII BETWEEN FOOTINGS, FOUNDATION WALLS, STUDS AND RAFTERS SHALL BE MAINTAINED. 5103.1.2 FASTENERS AND CONNECTORS SHALL BE ABLE TO RESIST T IIE REQUIRED LOADS. J103.1.3 FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH TABLE 1705.1 OF CIIAFM-R 17 OF Tl-IE S.S.B.C. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT INCLUDED IN CHAPTER 17 SHALL BE INSTALLED 'IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMF„41)ATIONS. J103.2 ROOT CONSTRTUCTION-I - -RS ALL SUCH MEMBERS SHALL BE SECURELY FASTENED TO Tl-]E EX'-M- WALLS WITH APPROVED HURRICANE ANCHORS OR CLIPS. � - Z Shear wall capacities for common shear wall materials are shown in TABLE 305N (NOTE: If shear wall is used at a corner, the shear wall segment shall be at least 3' in length). TABLE 305N SHEAR CAPACITIES FOR COMMON SHEARWALL MATERIALS Materiat Sheathing Nait Nail Spacing Shear Capacity ( tf) 14. Thickness Size Edge Inter. Group II Group III Framing Framing Lumber Lumber 6d 6 in. 12 in. 200 160 6d 4 in. 12 in. 300 240 3/8" 6d 3 in. 12 in. 390 320 8d 6 in. 12 in. 220 180 Ptywoodl 8d 4 in. 12 in. 320 260 (C-D) 8d 3 in. 12 in. 410 330 8d 6 in. 12 in. 260 210 8d 4 in. 12 in. 380 310 15/32" 8d 3 in. 12 in. 490 400 10d 6 in. 12 in. 310 250 10d 4 in. 12 in. 460 370 19/32" 10d 6 in. 12 in. 340 270 10d 4 in. 12 in. 510 410 6d 6 in. 12 in. 200 160 6d 4 in. 12 in. 300 240 3/8" 6d 3 in. 12 in. 390 320 8d 6 in. 12 in. 220 180 Particteboard2 8d 4 in. 12 in. 320 260 (2-M-W and 2-M-F) 8d 3 in. 12 in. 410 330 8d 6 in. 12 in. 260 210 8d 4 in. 12 in. 380 310 1/2" 8d 3 in. 12 in. 490 400 10d 6 in. 12 in. 310 250 10d 4 in. 12 in. 460 370 5/8" 10d 6 in. 12 in. 340 270 10d 4 in. 12 in. 510 410 Gypsum Wattboard3,5,6 1/2" 5d cooter4 7 in. 7 in. 100 80 5d coot4 in. 125 100 1993 SBCCI Standard for Hurricane Resistant Residential Construction° 26 r' SPF 12 Olt BETTER EXTERIUll STUD RE0Ui11EIMITS 111 8' IltGil EXTEI11U11 4IALLS- USE 7 x 4 STUDS- 16"U_C._ j'• USE 2- 2 it 4 studn continuous on each side of 4' , 5' , 6' , 7' and 9' openings, USE 3- 2 x 4 studs continuous on each side �l of 9' , 10' , 11' and 12' openings. 9' 117911 ERUAlQIt WALLS- USE 2 it 4 STUDS-16" O.C. !; USE 2- 2 x 4 studs continuous each side of 4", 5' and 6' openings, USE 3- 2 ,t 4 studs Paoli side of 7' . 13' , 9' E,nd 1U' openings, USE 4- 2 it 4 studs continuous each side of 11' and 12' openings. r 10' 111911 EXTERIOR 4IALL9 USE 2 -it 4 STUDS 16" Q.C. I USE 2- 2 x 4 studs continuous each side of 4' and 5' openings, USE 3- 2 x 4 studs continuous each side of 6' , 7' , and 6' Openings, USE 4- 2 it 4 studs continuous each side of 9' IU' and 11' openings, USE 5- 2 it 4 studs continuous each side of 12' openings. 11' 111011 EXTERIOR WALLS- USE 2 x 6 STUDS lQjL 0.C_ L USE 2- 2 it 6 studs continuous each side of 5' , 6' , 7' , 8' and 9' openings, USE 3- 2 it 6 studs continuous each side of IU' , 11' and 12' openings. 12' lault EnEluuit WALLS- USE 2 x 6 STUDS 10" O.C. i' USE 2- 2 it 6 studs continuous each side of 4' , 51 , 6' , 7' and 8' openings, USE 3- 2 it 6 studs continuous each side of 9' , IU' , 11 ' and 12' openings. r NOTE I_ Special cornsiderations need to be made for exterior walls over 12' high and for openings more than 12' wide. Double top plates shall be 112 YP U11 112 S1'17 or better. Ally exceptions must be approved by building official. -See special requirements of exterior vaulted walls. '/ t �y •.i�Gl�.nl /z MUx% ,�F_ CcNTiNGJGU,S 7i7 ,6tOTTA�-�.rSY�,11� I it 1 IS 1,1 ' Z iY. �._.C~r.�.�-�, '. ..,C, r.�.�';�e,�'. r '. .�.S _ r 1�♦):• 111 �IFiLTRA 110,iPRACTICUlevolve v TO account for InAllnsion (air leakage) Worse4hsough *o building trl.relnFe. bdliradon reduction construction ltdwJquei are combined Into hree groups.of Weed Sheathing postal$, Wood she►ddng panels are coadd*ted alt Innlraden l =r .Cot.?Those that*pncdtes,labeled tl. 112,and s2 tapr*$ent!heft dll!aont b•(tleN when applied to a hams wall endetmesA An u4vier AWA and the YffUtradoet taps. The higher the practice numbot the'tighter'the home and Mc (*Slowing F*aling tsqu4omenw ue meft lower she numb*$of tit change+par hour. The construction Itchniques required In Section"12U)for each practice aro pntd below, 1. lNme krmN by-pt ryu.r4 Hln 1.r 44pl r.T P•M1a shod N MJN ger 4InM.i !• m.r..Nr.I).s pros t*eween plot.Ih.n b.94.144.w Was 84101n41 rsesls 940814 InRltrelleel practice 81 w d•n.•rYnl err../•s YYn`•r./et r1.1.F.!..n rdkr.nrtY.fr,l pe..• rE.. ^•�� + ..we eh. 1,-"el the P.-It S I N nee.nth wool belief Yue.1 the rand•. Tins nrwe ntWt comply wish all p/tlufpdit rrquitemorsts,for window,door and 1. the Poll dull 1.reeled w tau set P1.14.0.1 a-lot ' duetwak bUUbodan $*effons 9131.1,and 9041. rnetice tl!ne!uda.the lollo,"n L 11-.r•ak.lstl err NdN r w b•w•Yr rl..,1..,r.a,•r huln./rr.nears T *11.1•usrM, tequllsMnp. 1. Ile PYu1./hall h sed*r ab 1.br1 s-soul.g Aa Nd•an•r.1.4.4ev,o`rr„I a r.l mesa. . .' .�VAr d•we 1601.1.1 a Md.r.Yw N 12.1 Nbrt i.yl h••rwnrM IQ111 p.,lour M.1 . Artreatable"all aesh I1aa1MdWMgNN.1shot swfld.allh..•.Mn,n.,nN e7CT4l,/ryr..r force nl an.type A:e era acceptable stationer for wling wood shoalhing to wood bet41do"area, tnembert•mounting Am,or money. ' ' •conal 1.6.12 of eF,ringo 1.it.bwbltnl mydoF4 rloo N tml:N.{nt•I.1. r*em"•4mry..r1.r•dvMsese.Rod Msn.pF,a.eJ"ren't. �!_on•weed SboaWris. Non-wood sheathing panels,Includlnq fo\m IMYIadon r s IIVACa"ill•YM/•tueot"In0M.A.-..u,IM.n••/+nr•NIrnJN. Eoiia1,inR roll or plptie laced boards of other maudtls,may be considered after lead dselemN11ts1~-•film---olft-ov-4 or-,--1,01 4:4ur1-M w r Innlft 9tion baniets when applied to A home wall underneath an taedec MbA and the fouowing tealing requ4emenu are melt In llrallen precflct 01 leo 1. lelnb Me..m.ralNni f.n.b/NN N wdN YrM1 orso f/Ir w*r,Na 1.12 se41.1 ' .end 11.rd.Ml pun.itam.Nn,W.al.0 M•w•w.)$beef(tonal Ilii)be se08N pesldes ad tequiremenn of rrlctire al,rtacetre 42 10-1,111.,1!ef 11,11-1+108 hope b. b+ rwwn•wu.d•I beer w%rs•ertle NMnn, Ubb"bred adMnr•sp" taken is tighten the Intranets. of, . es N a"W OJl Pse(•••. 1. 11,.1=10 dull M..d.d•r r1-.np yl.n Y.Mi 4 Yvrdt. .e All Pew.*44*.8.N M•r M eh.no Plun ei....tae...its r1.."1'.wd.d, L Ilia(reds sh-V be seder to rhe I--film.Mw.rNon w•N,haN"•W she A.Mdrkan•.►ner ge /res?.1.,disk p.r ...(.411 d..e M Imr.11•1 In.wn , ., pine.An"<esb,N Ito►nrni M.r. .Mo ant nfood.1..N n.wn, 1. tats P.n.h ehae N 94444 r w 1.,n••r n,a•mdnl Ano N A-.#,A wbdews Y.1ol a '1 .u•d,t Anvet F•rwi ger.e..v h Mewl M sed ausol W pMsdc did►M on.r*w , •i wuYnwl Ano r d.•M.rJ.T L.d.. 'Y •Tbe 0f961vlwem oudee rhe ebcmr-11 sek rbar•,d It M 1-.m• t•p.r of any type ate not secepreble sealants for sealing mon-wood sheathing to ' I on4eYctren still be"$led wale u•bin{t. %offer rraun.t. wood or m4culay building components. !, •; AN/pa1."volvero jr.n 4M 124th/M ln,enq rwgeees seJ nttuer Sod.daunt (.wlW tyle sNnp 4Ntl a..ulN•r InionN MdleN.I Malsao..Ol an.femn^r Stucco. Swcm on e•otlor hamt wells mar quality as an Willesden busfo(U the j wwdrow Ord)roar Inres.t!ota•al wd•a.d e.twhn.b•seNrdr.lint following conditions aft met rsres/d N{AIn1 sena •i All aloe M dvrnr••k M"12e.,Ydw•d sr•"$had N"0844 In Screed...1sh j ( $"ego 104.1 1. T*p PIS«..Irl F4rn W nk rMwe•/iw.A.tw 1.b"•r W surra ww►N wds1. •• w• AN Arepuer 6.4••fed►w."shod Mys.b4 chorion.lies/as send d*en 4Yd L All 1-9111 N N.wear wool gets fhrV ger p•nhN. IM welt sonar "Is 01-A0 be aI•N • , .e*44d.c*a.brsdan W 4"--M w bosbeo, ,•chi a...'e-m...I ebtmo 1.r"N.Neuf•Us YUA MWn.e t W"mtera+ro sure 4 "111 belt a" $wee*. •e All tahawl Orr.send N•w*•wtl*food/P•,t►Me ha rs his dove net ►"ITM•'• 1 Rrl9 r te+sbwetn do." "t1-Im"col shawl e+trr•r4 X.M.Y,it 44 Mn th.0 • Insider wkh the 11.9matt/.al Cr We LVRA Su"iM gently adapted"d/e. OP M slow 1.1.W s as arnb+ttr4 dtermo haetet.Aurn,w,and ware Furan mr•of M F.teN44 woes"ob e".W divion W ab ko.rnefr•tldrr.r.pace.lues I4.Wa shed nw.irlr seal/he/to//o.d 1.4 C.Cert#WPA 111*1 0.1•00), I • �arsFer thee. . ! dal :.(nNAayue� Practice a .,. !aidsslf nquirtnnnn of Totems It and Traetice Pi.Prac-!co 02 requires the buowlefg Wlfr*den reduction techniques. M Mo.***Writer shatl 6o wend in the tof0n1 !" polar at dva.!h 41, , w tar»e*a.War And ands OR theme wdb.)"cis 4.*,•se WQWAlo.s.ba.rde f 'f AN 414canN"do"0.4 duns N selected.Me"of 111.008,".0 • r ps M»dome du**git the top rum el Mn.r•r.084 andl be 948144. or!paterJd lighl.g M do argr'T sloe N scald horn*4 ceodtJ*rol open sets ••. $mond w'N Msdd•n.1-.e l.el mode Prrrl i 1 As drrswerh shall be lean)M M moMlderd►para Ap"41101•/robe"HuA Mn'dd.tA pews•sederN owis broods • :.Ird rtM So i,s w•da•n oho Its"a lo.We. in.-d•.d4mree. •,t4 AN-m aW.M1414•Ma WYdMi rpseMha •Meson.A. ,n.1..d wSw eme mu•o ' !n�llLatJon BeIrrfert/or Block Construction f L M Mahe M w~dAeoN enol.."rM•.rsj fel.rd 94.I.d Its. 1I{• te.dlMrud fear"tilde do"rw.pFly r mombr"w IFptla.u".l the The hollowing building materiels and A1sel"rr will qualify as b%Alloade o►$hoes la t ,1RTV4h block construction-` IIS 1. 1111.10 d wtll.wa rhbA pnyld*srwaae•d hem )'i • Ifl•.d ry*molra/d Palmed 6ta11or Ivalls Ewterlor overlie joints$half be tooled Alit.a awed so curt, 4 L fw*.ernereew►yr/Nleardsoerdesa thin brorihod with masonry ltalanl pa1nL A first cell of muonay gator paint and s1 Coe.hre.•n Nd mo4►s"t oFp4w"MmohN M " t,a. d1•rN wmo . op... . n Pty then a minimum Of one color coat at palest(hall be applied. MM Il•lovow.ng eddareod es•"•.nunw •�Y Sluae. All hater In the ouur block lace$half be p le,.td. The*nMfo mit"My all L Ab.l,pweda.•i.row./.w•borrN•.wrwrrr►,.Olrar.eJ/rte• shall be coated will%a weuher resilient stucco layer N at least IS$/g f uA Wekt.tn . We it pmordN at re k.4so oppbam.Wr.w k•/I.lost• for ermentidous stucco or 1/1 Inch thickness lot pelynerie(piece. An b.w/mrdsa le ewe rayl"holt N rmo'.d.d rot"d blem f. When Wlftraffen practice 13 4 used.caution should be talon to limit the use of Interior pa1112116 naler44 and systems which produce Indoor sir comeon(seanu. I. PNymn(c mastic as,cr.unt(dwa crowloot+(parglng) shall N troweled 6 on the Interior block wall surface befalls holing out with Is WWWM 42 thldnas of not tell 11un 1/4 itch at. i L Plastic ,imo.lrrr4Pt shat)be wra .. i. h ,!! piled condnlaudr on 1hq Interior Of Ne CDS well.held In place by furring strips at by 414ectiy attached wail board. ae•dvg an 1.4 battler;or, t; INFILTRATION A,\BRIERS ]. Clmed all/o ver IneulerNnsw•rs shall be Installed or a continuous layer All Mtredon btnitfv And sed4ntf dull be suitable lang•tlle materials. All ebjectson tnserlor of al4dor surface. Alf credw and joints#dog W aided a )' peneradng the Infiltration battles shall be eoull4d.irritated or otherwise stated a olherw4[n•fed. IM buder turlace. Infiltration Ilatriers for Loi Well Conit►uclion' InNration barslas that are silo vapor,eludes 11*.,pirmtulce of I purest or leis) -.�......wg. rhadd N Installed In accordance wtlh Chaplet It of Off I9E3 A$NrtAE lfandkal The Iofiowtng building euterWs and systeeu wdl g1uWy be IniUM{don barrien let i ! of prwlamentsls. According to A311P,%E. Alr•condltlen[d btelldings In humid log wait consrucdore. , tllatape when eootlal dentinal*$ should have vapor itlaida*$installed en she lizWkel the latsolation. Cers"wous Clamor Legs. A continuous spleno shag be caulked In plea,or staled with compressible lesson Stokes tape. iinj1161110n 6errltrS/or snort Constriction _ StnSle,Double anNor Mulllplt Tongue and Cedeve joints. Tongue and Stories TIN htlowlnj building naredsts and systems-111 quality is 4uUt1 don barriers kAnts shall be uuiked In place oa Soled with compressible loam Sukel tape. i Sodium butened on rhe e.tr*rior of h[m4 well cpnstrucion. (I .. U sl:i'Inilth•don - benlet 4 t vapor baths■iso,ere Interior vapor barite$hoVid be laurelled on the j I laud"reltaca of the wag.) 11utle $hitting.rtasdc sheeting produce jut couridtotd oft lrilUratinn butters �. wharf applied to a hteno wall undetaoath an cvtellor Aulah and the following )' rahWtg rociWormenn us met f. e I,.L 11-"d.g Awl be awrAN IS see up?I.e.by e,%w, 1 I' 1211 i neAuelsel h•re"a W nada s. e$ t • w.• 1 aha sh"41,1 also ow for Prow.J%ws m.b.*.UY hn•nsni '' (• j N r Jdru Edea Settle N tv Flues.11-4.1 shoe be",ff.1•.w I d4 bP plow boASN Who • L n..•d.g Pool be owchof I4 eta b....flow l. .Irben 11 1•. 1..11 •vvs"rda-t rn•.wea W Malo s e4 be-.,.Plu•,U-4.ole...16 '' I •'� header WA ser akar,tfweee•b.0 Nob role rc. , -IrPY.i the IM-d./W.r the Nue.F-..than mthon4dl. 'h' ` 1•.-#n to she IN*..Hera N she plea.., '• r L iha4eri108ue M*t4.cb.d.need duan W.nd•ws Iy souMn •�'{ an ckf t=t 6atwen W Ml•t is are Isms:". 1 • aedswhal hrwy.s r she bamnT numtvn awl mah"Pnuwn ""If"bp4 writ"Joe 4ahom N mod of rbeac Monanl 11w1: *1411ON Ne 61-1414 Valleys M4 de"of-de.•pwr.1.Ib•n ussfmnl ;t .. ,i .4loeutl�N"I NuS+n or Ma wrest ism*(aha 4".n.1. ` • t L )ka4tMg -11 1-0 attached!wllh i.4eAc...1 lur.eers 1.1 N Jame, At see".dull MM ,( MN rights IPPi14-T 4 wow es prose.,noralt also ••nh Icrylk •'•t i l aLlaiw ti W krT*d"da PrbM•b ow edho.n ser"shall.*s kr--4 Mr 1wr t i -- 15 ' - - 14 3' m T12 T13 (� 4 75 T6 T7 TE T C T t I Q 0 I TI 4' 3' T Q LO OD s Q �-- 12 ' - -` -LO-�-{ �-_ 35 ' Scale: none Job: 4-3545 L T T1 ' T.H.E. 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): 490 480 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 11.71 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 06-00-00 JACKS WITH NO WEBS. 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 --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 = -455#(JackS Only) I HUS26 = + 2751# -12860(fOd iply) MTS12 = -1000# 1 HUS26 = + 3315# -1550#(16d 1ply) MTS12 = -2000#(2 Each) I HHUS48 = + 4299# -16600(10d 2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) MTT288 = -44550(2 Each) (16d)I HGUS48 = + 6640# -21990(10d 2ply) MST60 = -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 12' J 6' 6' 4X4 T T m 1q 6 - (Y] 2X5(A I) X5(A i) 4-3 Xe 12' , --2 12' _L 2 --1 6' —�►— 6' R=1119# W=3"8 805# R=1119# W=3"8 TAG = T37 SED: 58604 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 9 TOTAL = 9 REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF t *IMPORTANTlE*SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, DR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �Y 1-`wC �� TC OL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTB8 BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE VALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10•0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ 5505 _ BC LL0•0 PSF NPW TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PL YW000 SHEATHING. BOTTOM CHORD W CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS MIT"PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.L D. 47 .0 PSF O/A LEN. 12-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI.. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER CO qI�P P SEAL ON THIS DRAWING APPLIES TD 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 WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE EAS PI AIf INSTITUTF NOS 1991 NAT10NA1_ DESIGN SPFCTFICATION FOR W000 CONSIRIrCTION `` SPACING SEE ABOVE TYPE comp Job: 4-3545 T T2 11 '3"8 HIPM "6 SB THIS DWG. PREPARED FROM COMPUTER INPUT LOAOS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x6 SP #2 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 440 360 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 11.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. OR FULLY OPEN ------- -- ----- ------------- ------------ MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. - - - TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER-REQUIREMENTS------ SPECIAL LOADS (+)-Gravity (-)-Uplift -------------------------------------------------- --------------------------------------------------------------- TC - From 74 PLF at -2.13 to 74 PLF at 5.11 *** UPLIFT *** 1 *** HANGER *** TC - From 206 PLF at 5.11 t0 206 PLF at 11.29 H5 = -455#(Jacks Only) I HUS26 = + 27510 -1286#(!0d #ply) TC - From 74 PLF at 11.29 to 74 PLF at 11.29 MTS12 - -1000# I HUS26 - + 33150 -15500(16d 1ply) BC - From 56 PLF at 0.00 t0 56 PLF at 5.11 MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(IOd 2ply) BC - From 20 PLF at 5.11 to 20 PLF at 11.29 MTT288 - -37860(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) TC - 327 LB Concentrated Load at 5.11 MTT288 = -4455#(2 Each) (16d)I HGUS48 = + 6640# -21990(104 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) 1 HGUS5.5- +11335# -39450(16d 3ply) �- ------ ------ ------ ----- --- ------------- --------- 3 fyFERENCE HOLMES-LUMBER-DETAIL-SHEET-FOR-UPLIFT/HANGER DETAILS 7,2„15 6'2"2 5' 1"6 6'2"2 5X6 (R) T2 3X5 v v o 0 .� 6 ( rd V 2X5(A 1) 4'3 8' 1 X 1 .5X4 f 211 '3"8 11 '38 R=1257# W=3"8 R=1249# W=3"B SED: 5B601 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY = i TOTAL i 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 FOR ANY ARNING 1N HANDLING. ERECTION ANDIDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN .Y US �� 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 ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10•0 PSF DRWG A446 GA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER -t _ 6C LL 0 0 PSF NPW TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORDCONNECTORS PER DRAWINGS 130. SSO G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE ATE OF TOT.LD. 47 .0 PSF O/A LENCONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 0/1/90 FOR PROPER SEAL ON THIS DRAW[NG APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIO P Q�: �y DUR.FAC. 1 .33 IN ONLY. AND SIIALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEt�-T �1 g v TPL . {4ff;S PLATf 1NSTITSITE NOS � 1491 NATIONAL_ DESIGN SPECIFICATION FOR M000 CONSTHIICT[ON ��I II IIIff�S `` SPACING 24 Oft TYPE SQE!C Job: 4- 545 T T3 11 '3"8 HIPM 6*1' SB THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR.. TOP CHORD 2x4 SP 02 N 2 Complete Trusses Required BOT CHORD 2x6 SP #1 N WEBS 2x4 SP i3 NAILING SCHEDULE: (0.131X3.0silails) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. TOP CHORD: 1 ROW @ 16' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BOT CHORD: 1 ROW @ 4' o.c. WEBS : i ROW @ 4' o.c. SPECIAL LOADS USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS -------------------------------------------------- IN EACH ROW TO AVOID SPLITTING. TC - From 74 PLF at -0.00 to 74 PLF at 11.29 (1) 1/2*-Dolts MAY BE USED FOR 2 0.131x3.0 y Mails ON BC - From 20 PLF at 0.00 to 20 PLF at 3.00 THE BOTTOM CHORD ONLY. BC - From 648 PLF at 3.00 to 648 PLF at 11.29 BC - 2521 LB Concentrated Load at 3.00 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LBI: 1570 1610 BRG.LOC (FT): 0.00 11.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- *x* UPLIFT *** 1 *** HANGER *** H5 = -455#(Jacks Only) I HUS26 = + 2751f -1286#(104 1ply) MTS12 - -10000 1 HUS26 - + 3315f -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -16600(1Od 2ply) MTT288 - -3786#(2 Each) (1001 HHUS48 - + 51800 -2000#06d 2ply) MTT288 - -44550(2 Each) (16d)l HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335f -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 11 '3"8 _1 5'2"8 --—� 5X4 X -� 6 p 4X5 ti V Q (►3X7 (Ai) m � 8. x XIO 11 '3"8 -1 1.5 4 �--- 3' a'3"8 R=4404# W=3" 520# R=4377# W=3"e TAGTgg3 SED: 58767 PLT. TY .-ALPINE DESIGN CRIT-TPI GTY- i PLIES- 2 TOTAL- 2 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF 2 j(I MPOR T ANT K*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n\\jVn DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE M[8-81 8Y TPI. SEE THIS DESIGN ` TC DL 7.0 PSF DATE 12/01/94 � f �.�' FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY 7PI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ ` - 0 ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM DUIREMENTS. 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 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 0.0 PSF NP W CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF z TOT.LD. 47.0 PSF O/A LEN. 11-3-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' �, <o R'S Q DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�'� --TPI inii55 PI ATF INSTITUTE NOS n 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ��Ti.1��.T ` SPACING 24,0" T YpF h i p m Job: 4-3545 T 2 1 T4 N HIPS 7' S8 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x6 SP #2 N: BEARING BLOCKS: NAIL TYPE: 0.131x3.0,9_Tails BOT CHORD 2x4 SP #1 N BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK WEBS 2x4 SP #3 0 0.000' 1 12" 2 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS CHORD. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 1050 920 BRG.LOC (FT): 0.00 26.42 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) . ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift ------------------- ------------------------------------- %*% UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286000d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) 1 HHUS48 - + 4299# -1660#(10d 2ply) MTT286 - -3786#(2 Each) (10d)1 HHUS48 - + 5180# -20000(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 = -4688#(Per 2ply) I HGUS48 = + 8000# -26500(16d 201y) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------- ---------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24` D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 11 26'8" 7' wT - __ 12'8" - -_. ��- 7' 5X12 X4 T2 5X 2 m 1.5X3 1.5X3 O 6 p m 3X 10 (83) 3X IOM) X4 3X10 Hb2b12 3X4 B 2• 26'8" �--- 7' 12*8" 7 -----� R=2697# W=3"8 578# 578# R=2520# W=3" TAG = T18 SED: 58627 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV, 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF 2X*I MPORT ANT* SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND I1I I DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. 0q ANY BRACING. SEE HIB-91 BY TPI_ SEE THIS DESIGN TC DL 7.0 PSF DATE 12/01/94 \vn N FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR AOpITIONAL SPECIAL PERMANENT BRACING RE ``V� �T''Y� O� ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ - BC OL 10.0 PSF DRWG A416 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5605 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W ' BC LL 0.0 PSF / NPW CONNECTORS PER ONAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE = STATE of _ 7 OT.LD. 47 .0 PSF D/A LEN. 26—B-0 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER L O RIS P 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 RELIEO UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. 045 ISPACING [�i:iIi':; PI eIF INSTITUTE NDS - 1991 NATIONAL. DESIGN SPECIFICATION FOR MOOD f.DNSTRUCi10N SEE ABOVE TYPE hips Job: 4-3545 LOT T5 " HIPS-9'SB 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): 570 430 WEBS 2x4 SP i3 BRG.LOC (FT): 0.00 26.42 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 - + 2751/ -1286f(10d iply) MTS12 - -1000/ 1 HUS26 - + 3315/ -1550/(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299/ -1660000d 2ply) MTT286 - -37861(2 Each) (10d)l HHUS48 - + 51801' -2000#(16d 2ply) MTT28B - -4455#(2 Each) (1601 HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -468B#(Per 2ply) 1 HGUS48 - + 8000/ -2650f(16d 2ply) CS150 - -1650f(Each) I HGUS5.5- +l1335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9' tel! 8.8„ —9, 4X5(R)T 4 X (R) T m 1.5X3 1.5X3 o sp v —� 3X4 (Al) X4 (A 1) 9 3X X4 3X7 26'8 - - - (R`=1416# W=3"8 R=1244# W=3" TAG = T19 SEQ: 58654 PLT. TYP.-ALPINE OESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF t XIMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THI5 DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN _ �f-1tUS ,, TC DL 0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH DSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , vALPINE 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 NOIEO, APPLY CONNEC70RS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ 5606 _ n TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M UC LL 0 0 PSF NPW CONNECTORS PER DRAWINGS 130, 150 G I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF TOT.LD. 47 .0 PSF O/A LEN, 26-8-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER L.0 RIO Q SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATIGN. FURNISH A COPY OF THI5 ' �. Q DUR.FAC. 1 .33 IN ONLY AND SNAIL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�`', -TP1 - PI IF IN4TIIUIE NDS - 1991 NATIONAL DESIGN SPFCTFICATIDN FOR WO 11 CONSTRUCiiON SPACING 24.0,� TYPE hips Job: (4-3545) LOT T6 26'8" Hip 1 SSB 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. 80T CHORD 2x4 SP 02 N UPLIFT (LB): 430 430 WEBS 2x4 SP f3 BRG.LOC (FT): 0.00 26.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)-Uplift --------------------------------------------------------------- **% UPLIFT *II* I *** HANGER rr* H5 = -455#(Jacks Only) I HUS26 - + 27510 -1286000d 1ply) MTS12 - -1000# I HUS26 - + 3315f -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -16600(IOd 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180f -2000#(16d 2ply) MTT288 - -4455#(2 Each) (1601 HGUS48 = + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000f -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 4'8M + 11 ' 4X6 4X (R) m 1 .5X3 0 6p 1.5X3 Ln 3X4(Al) 3X4 (A1) 3X4 3X4 3X 26'8" - R=1253# W=3"8 R=1253# W=3"8 TAG = T25 SEQ: 58657 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 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 FDR ANY ARNING IN HANDLING, ERECTION AND h� DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H18-91 BY TPI. SEE THIS DESIGN �`T�111VS 1j ' TC OL 7.0 PSF DATE 12/01/94 \v^vN � �� I 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 W-0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TD 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 N BC LL 0.0 PSF NPW CONNECTORS PER DRAWINGS 130, 150 C ]BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ jOT.LD. 47.O PSF DSA LEN. 26—S-O CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS C O RIOT'Q�` 1 .33 JOUR.FAC. IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY_ DESIGN TO THE TRUSS ERECTION CONTRACTOR. -TPI - T",i% PIATF INSITTUTE NDS - 1991 NAIIDNAL DESIGN SPECjFICATION FOR N000 CONSTRUCTION SPACING 2 4.0... TYPE hips Job: 4-3545 OT T7 26'8" HIPS 'SB (8"CLIP) 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): 560 420 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 26.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)=Uplift --------------------------------------------------------------- *** UPLIFT *** 1 *** HANGER *** H5 - -455#(Jacks Only) I HUS26 = + 27510 -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 2ply) MTT28B = -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) NST60 - -4668#(Per 2ply) I HGUS48 - + 8000# -2650#(i6d 2ply) CS150 - -1650#(Each) 1 HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13' _I m 13' _I 4X4 m 1.5X3 1.5X3 0 6 C:—,- U] 3X4 (A S) X4 (A 1Imm ) X4 3X4 3X4B 26 ol '8" W=3"8 O R=1246# W=3"8 TAG = T26 SED: 58756 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL 2 REV, 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF *IMPORTANT%*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND L7111111HT / /'1 (\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICAii0N5, OR ANY BRACING. SEE HIB-91 8Y TPI. SEE THIS DESIGN _ �� :, TC OL 7.0 PSF DATE 12/01/74 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY 7P1. 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 (,7\0 AIAfi Gil B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER — 5606 _ BC LL 0.0 PSF NP W (� )\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD — CEILING--SEE STATE OF W ` CONNECTORS PER DRAWINGS 130. 150 C 150A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID TOT.LD. 47 .0 PSF O/A LEN. 26-8-0 CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI.AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER (O qI0�, P 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 PELIEO UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE tY``T� P4.0" Inf - i PI ATF INSiIIOTf NOS 1991 NATTONAI DESIGN SPFF,iFICAT70N FOR W000 CON`s1"mT10N SPACING TYPE h i os Job: 4-3545 LOT 2 1 T8 26'8" COMN 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 (LB): 560 420 WEBS 2x4 SP 03 BRG.LO6.38 UPLIFTBASEDP3 TTBSEON 0.00SF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 = -4550(Jacks Only) I HUS26 = + 27510 -1286#(10d iply) NTS12 - -1000# 1 HUS26 - + 3315# -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 = + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13'4" �- 13'4" 4X4 m 6 p1.5X3 1.5X3 0 i� 3X4 (A1) 3X4 (Ai) —43 X4 3X4 3X48 26'8" R=1253# W=3"8 R=1253# W=3"8 TAG = T40 SED: 58758 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**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE MIB-9f BY TPI. SEE THIS DESIGN --ttUS E /�, 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 _ ` V - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - _ BC OL 10.0 PSF DRWG 4446 GR 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 *50Ei BC LL 0.0 PSF NPW CONNECTORS PER DRAWINGS 130, ISO C 16GA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47.0 PSF OSA LEN. 26-8-0 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI„AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER P, V.Z SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O RIO Q OUR.FAC, 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. � � INEEA�', --TPS 1.-,,9 PI ATE INSTITUTE NDS- 1991 NATIONAL DESIGN SPECIFTCATIDN FDR-000 CONSTRIICTIDN /�//'1'' ,�� SPACING 2 4 �" TYPE hips Job: 4-3545 LOT T9 6.8" H PM 7-'SO THIS OWG, PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :72 2x8 SP #1 N: BEARING BLOCKS: NAIL TYPE: 0.131x3.0-gNails BOT CHORD 2x4 SP #1 N BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK WEBS 2x4 SP #3 :W7 2x4 SP #2 N: 0 0.000' 1 12" • 2 1 26.375' 1 12" 2 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES, SIZE 6 GRADE AS CHORD. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 1020 990 BRG.LOC (FT): 0.00 26.37 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) . ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)-Uplift --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 - -4550(Jacks Only) I HUS26 - + 2751# -12860(100 iply) MTS12 = -1000# I HUS26 - + 33150 -15500( Ed 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(i0d 2ply) MTT288 - -37860(2 Each) (100)1 HHUS48 - + 51800 -2000#(16d 2ply) MTT28B - -44550(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 = + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT END. JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 26'8" 1•- 7� �� - - 19'8" 8X10(R) 1.5X4 T23x6 m 1.5X3 0 B p o m 4X7 (B1) m _1 X4 3XIO HS2514X1 3X4 2' 26.8" �---7 1918" R=2670# W=3"8 578# R=2744# W=3"8 TAG = T23 SEG: 56775 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12101194 TC LL 30.0 PSF REF X I MPOR T ANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 111L1TTT�T' DEVIATION 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 � � e ��' �1 FARURE TO BUILD I$*. TRUSS IN COWO&WANCE WITH OSTBB BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` - O\\\\\VV, ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10.0 PSF DRWG A445 GR 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 O6 - BC LL 0 .0 PSF NPW /I\ CONNECTORS PER DRAWINGS 130. 150 C 1604k-f, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE STATE OFTOT.LD. 47.0 PSF O/A LEN. 26-8-0 \\\\UU vv CONFORM W/APPLICABLE PROVISIONS OF NOS f. TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER P p'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O RIO Q. . DUFi.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTPALTOR. i� INEEpS --1P1 - %ATF TNSTIIUTE NOS- 1991 NATIONAL OESTGN SPECIFICATION FOR WOOD CONSTAUCT10N ''��1��11�` SPACING SEE ABOVE T Y PE h i p m Job: 4-3545 LOT T10 6'8" H PM 9' SB THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR., TOP CHORD 2x4 SP 02 N :T2 2x4 SP #1 Dense: 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 26.37 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 6991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. OR FULLY OPEN MUST 8E PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751f -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) 1 HHUS48 - + 42990 -1660#00d 2ply) MTT288 - -3786#(2 Each) (10d)1 HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -44550(2 Each) (16d)I HGUS48 = + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS g' 17'8 _I 4X 1.5X3 T2 3X7 T T m m = 1.5X3 0 0 6 p v v I 3X4 (A S) �e. 4 X4 X1 1 .5X3 �2 26'8" R=1427# W=3"8 R=1232# W=3"8 TAG = T24 SEG: 58697 PLT. TYP.-ALPINE DESIGN CRIT=TPI GTY = i TOTAL = i REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF t I MP OR T ANT *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 ��1USTC DL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REf •'�� /�ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF DRWG AAA6 GR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED MITn PROPER _ . 5605 _TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYW000 SHEATHING, BOTTOM CHORDBC LL O O PSF NPW CONNECTORS PER OHAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE of TOT.LD. 47 .O PSF 0/A LEN. 26-8-0 CONFORM*/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER1 .3 3 (O qTO* P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �( Q DUR.F Ac. (" ONIY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEp`'� . 1.1 ".1-Af�1 AtF iN57TTUTE NOS = 1991 N47ION AL DESIGN SPECtF IC ATION FOR W000 CONSTRUCTION i�ii��`` SPACING 24,0 ITYPF hipm Job: 4- 54 5 LOT Ti - HIPS 7'SQ 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): 810 800 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 19.71 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) , t1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. 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 --------------------------------------------------------------- rr* UPLIFT r** 1 **■ HANGER *x* H5 - -455#(Jacks Only) I HUS26 = + 2751# -1286#00d 1ply) MTS12 - -1000# 1 HUS26 - + 3315/ -1550#06d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299/ -1660#00d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 51801 -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#00d 2ply) 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 20' -1 ------ 7- -�—--6' -+- 7 T 5X5 3X4 5X5 f m 1 .5X3 1.5X3 O 6 p 2 m 4X5(A2) 4X5(A2) X X8 20' _I k-► 2 20* -� 2- 7' 7' 6 7- R=2003# R=2003# W=3W8 578# 578# R=2003# W=3"B TAG = T 10 SED: 56762 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = i TOTAL - i REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND 7.0 PSF DATE 12/01/94 DEVIATION FROM THIS DESIGN OR THESE SPECIfICATIONS, OR ANY BRACING. SEE HI6-91 BY TPI. SEE THIS DESIGN �1Vr �� TC DLFAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTaS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` vALPINE CONNECIDRS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED, TOPBC OL 1O O PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - O O PSF NP W 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 TOT.LD. 47 .0 PSF O/A LEN. 20-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS G TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C O RIO P P 1 .33 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. ,..C,Q � OUR.FAC. IN ONLY, AND SHALL.NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE- •--TPT - TiIAJ:S PL ATF INSTITHTF NOS • 1991 NATIONAI. OFSIGN$PFCTFICATION FOR WOOD CONSTRUCTION '/��I..I•.��1 `` SPACING SE E A 6 D VE T YPE hips Job: 4-3545 LOT T1 0' HIPS 9*SB THIS OWG. 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 SP 02 N UPLIFT (LB): 450 450 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 19.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift ------------------- ---------------------------------- *** UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 = + 2751# -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT288 - -3786#(2 Each) (1001 HHUS48 - + 5180# -2000#(16(1 2ply) MTT288 = -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 = -1650#(Each) I HGUS5.5- +11335# -3945#(i6d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9' 4X5(R) 4X (R) T m 1 .5X3 1 .5X3 6 � v 3X4 (AS) 3X4 (Ai) Z3X4X4 20' I- 2 20 2 -{ R=1093# W=3"8 R=1093# W=3"8 TAG = Tit SED: 58703 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY = i TOTAL = i REV. 17.2m SCALE =0.2500 t 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 �]DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN ��1tus �,, TC DL 7•0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST811 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS. 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 - 5606TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0•0 PSF NPW CONNECTORS PER OHAWINGS 130. 150 C I6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE ofTOT LD. 47 O PSF DSA LEN. 20-0-0 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 plop Q�: DUR.FAC. 1 .33 IN ON[Y. AND SHALL NOT OE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTIONCONTRACTOR ..-Ivt I��•.La „Ayr INSrIIUTF Nn, = 1n97 N.T10Nni nFsicN s"Fri 1CAr1nN fon Hnnn rnN,mufII N '��''rrr��r�`` �` SPACING 24.0" TYPF hips Job: 4-3545 LOT T13 0' COMN 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): 450 440 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 19.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 = + 2751# -1286#(10d 1ply) MTS12 - -1000# I HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -16600(10(j 2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10' 10' - -1 4X4 1.5X3 1.5X3 `T 6 p U") 3X4 (A I) 3X4 (A 1) 20' �21 20' -I- 2' .� R=1093# W=3"8 R=1093# W=3"8 TAG = T12 SED: 58706 PLT. TYP.-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 TC LL 30 .0 PSF REF *I MPO R T AN T**SHALL NOT BE RESPONSIBLE FOR ANY A RN I NG IN HANDLING, ERECTION AND �n TC DL 7 .0 PSF GATE 12/01/94 \v�"N DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN e1N FAILURE TO BUILD 111E TRU55 IN CONFORMANCE MITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10.0 PSF ORWG AAA6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORDBC LL 0 •O PSF NPW CONNECTORS PER DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LO. 47 O PSF D/A LEN. 20-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI:AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �TPl • TI",`S •�1 ATF IN•=T IIIITF, 14DS = 1991 NATIONAL DFSIGN SPECIFTCATTON FOR"000 CONSTRIICTTON ,�1IIIiIII� SPACING 24.0�� TYPE Comn Job: 4-3545 DT T14 ' HIPS '10"8SB 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 #2 N UPLIFT (LB): 380 220 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 5..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) , THIS GIRDER DESIGNED TO SUPPORT 07-00-00 SPAN FRAMING TO ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) BOTTOM CHORD FROM ONE SIDE. OPPOSITE SIDE SUPPORTS 02-10-08 --------------------------------------------------------------- JACKS. JACKS HAVE NO WEBS. 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. MM* UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 - + 2751/ -12860(104 1ply) MTS12 - -1000! 1 HUS26 - + 3315/ -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660000d 2ply) MTT28B - -3786#(2 Each) (10d)1 HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -44550(2 Each) (160)1 HGUS48 - + 66404 -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#060 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6' 1 �--2' 10"B — �^�-----2' 10"8 --I T 3X3 rn 5 X4 (AD " T 2X4 (AS) i. X4 6' �----2. 6 }---2' 10'13 ---j- 2- 10"8 ----� R=860# W=3"8 566# R=632# W=3"8 TAG = T16 SED: 58777 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - i 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**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-9I BY TPI. SEE THIS DESIGN �1t�US�'t ET��i TC DL 7 0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOB BY TPI. FGR AGOITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MAGE 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 CHGRO SHALL BE LATERALLY BRACED WITH PROPER 6606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M DC LL 0•0 PSF NPW CONNECTORS PER DRAWINGS 130. 150 C t6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF _ TOT.LD. 47.0 PSF O/A LEN. 6-0-0 CA CONFORM M/APPLICABLE PROVISIONS OF NDS G 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 O RI_S�.G Q;` JOUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE PEL NEO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEV"S p + IPI - TmTSS PtAIV 14STITUTE NOS = 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION �.11ll.l� SPACING SEE A U DVE TYPE hips Job: 4-3545 LOT J7' EJ 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): 220 810 730 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 6.71 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. OR FULLY OPEN 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 *** UPLIFT *** I *** HANGER *** INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 = -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1pIy) 14TS12 - -1000# 1 HUS26 - + 3315# -1550#(16d (ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B = -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) i HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) - ---------------p---------------------------------------------- Fiiiiw H�i1(tS 11IUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 11'6"4 m 0 6p m T 2X4 (A 1) 4"3 9. �_2• 7• R=526# W=3"8 R=73# W=3118 TAG = T4 SED: 58731 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 22 TOTAL = 22 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND .1 ,1 n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H10-91 BY TPI. SEE THIS DESIGN "MUS LLF�;•i TC DL 7.0 PSF DATE 12101194 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ALPINE CONNECTORS ARE MADE OF 206A 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 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - * _ BC LL 0 .0 PSF NPW CONNECTORS PER DRAWINGS 130, 150 G 160A F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEENF CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI-AN ENGINEER'S ALPINE TECHNICAL UPDATESTATE OF TOT.LD. 47 .0 PSF D/A LEN. 7-0-0 17/1/91) FOR PROPER T O RSO P Q SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. �e DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. jNEtn-�� •--*PI - 1�� 9 P�.ATF INSTITIITF NDS = 1991 NATIONAL. DESIGN SPFCTFICATION FOR W000 CONStRIIC i(ON '•'•Tl�lli�.�� ` SPACING 24 O" TYF3F e jack Job' 4- 545 LOT J5'1"6 EJ 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): 320 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 5.11 . 5.11 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTION OF 138.45. ------------- -------------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- *** UPLIFT *** l *** HANGER *** CONTRACTORS WARNING: H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d iply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) i HHUS48 - + 42990 -1660#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -3786#(2 Each) (10d11 HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -44550(2 Each) (16d)1 HGUS48 - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) l HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) 1 HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=138# W=1"8 10'6"15 v 0 6 p '~ (U 2X4 (A i) 4"3 8' �-——2 --�- 5' 1"6 R=450# W=3"8 R=45# W=1"8 TAG = T36 SEO: 58721 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 (�2 **IMPOR T ANT)()'SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n \\\JVD DEVIATION 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 OSTa6 BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE _ , f � ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL METING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10.0 PSF DRWG O A4A6 GR 6 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 NPW \(�\ CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LO. 47 .0 PSF O/A LEN. 5-1-6 \v, V CONFORM M/APPLICABLE PROVISIONS OF NDS G TPIx AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER C 0 RIO Y� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS AT. Q DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ��i� INEEp`', +--1.I P1 ATITIITF NOS = 1991 NATION!!. OFSICN SPFjAtL'AVON FCR WOOD fONSTA\1LT 1f1N '1111 I1` SPACING 24.0" TYPE e jack Job: 4-3545 LOT J5'1"6 EJ 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): 390 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.88 5.11 5.11 :Lt Wedge 2x6 SP #2 N: UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTIONOF 88.33. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. l+1=Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- *** UPLIFT *** 1 *** HANGER *** CONTRACTORS WARNING: H5 = -4550(Jacks Only) I HUS26 = + 2751# -1286#(10d !ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS26 = + 3315# -1550#(16d !ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#00d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -3786#(2 Each) Md)1 HHUS48 - + 5180# -2000#(16d 2ply) MTT288 = -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(164 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=BB# W=1"B f0'6"15 v 0 s qx'9 cv 2X4 (A1) 4"3 u8' m --o--�---4'2"13 --� �•-- 2' — 5' 1"6 R=540# W=5"4 R=5# W=1"8 TAG = T35 SED: 58720 PLT. TYP.-ALPINE DESIGN CRIT=TPI CITY = i TOTAL = I REV. 117.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUITE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF _ *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND T111I111TT ' ^ '\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN - ��t, 11 � .� 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 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTN QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - 13C DL 10.0 PSF DRWG O A446 GR a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ 5606 - 0.0 PSF NP W TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORDM BC LL CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE ATE or _ TOT.LD. 47 •0 PSF DSA LEN.CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI- AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FDR PROPER0 E PSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q DUR.FAC. 1 .33 l [N ONLY, AND Si+ALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRU55 ERECTION CONTRACTOR. EI 'l • i:l to rl ATF iN';11TU iF NOS = 1991 NATIONAI. DFSTCN SPFC!FTCATION FOR WNnD C0NSTDI1CTiON � SPACING 24 (]" TYPF e jack JO b: 4- 5 4 5 LOT 2 1 J5• CJ 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): 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. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTION OF 133.72. --------------------------------------------------------------- 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. --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** CONTRACTORS WARNING: H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#110d (ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d (ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 51B0# -20000(16d 2ply) MTT280 - -4455#(2 Each) (16d)I HGUS48 - + 66400 -21990(10d 2ply) 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 R=134#1 W=1"8 1o•s'a I m 0 ' (U �... 2X4 (A 1) 6 p 4.3 B .1_ — 2 5 —� R=445#E W=3"8 R=44#I W=1"8 TAG = T6 SEG: 58732 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 14 TOTAL - 14 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMP ORT ANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANGLING, ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS DESIGN\\` ADDITIONAL 1111111/1+'t TC OL 7.0 PSF DATE 12/01/94 YS V FA1lURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOB BY TPI. FOR AW IT IONAL SPECIAL PERMANENT BRACING RE - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS- UNLESS OTHERWISE INDICATED, TOP _ - SC OL 10.0 PSF DRWG . \U\\ A446 GR B EXCEPT AS NOTEDAPPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER (\�\ 5606 ' j\ TRUSS AND IWLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - W _ BC LL 0 •0 PSF NP W CONNECTORS PER DRAWINGS 730, 750 C S60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LO. 47 0 PSF Q�A LEN. rJ—0-0 T1 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI.AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O RIO P Q'Y.` ',, F DUR.FAC. 1 .33 IN ONLY. AND SNAIL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEr;1� �--TPS tP1":S Pt AtF TMST ItU{E NOS - 1991 NATIONAL OESIGN SPFCIFTCATION FOR W000 CONSTRIICTlON '''•t llli1111 SPACING 24,0•• TYPE e Jac k Job: 4-3545 LOT J3' CJ 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): 220 200 200 .WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN --------------------------------------------------------------- REACTION OF 37.2 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. --------------------------------------------------------------- *** UPLIFT *1111 1 *** HANGER *** CONTRACTORS WARNING: H5 = -4550(Jacks Only) I HUS26 - + 27510 -l2860(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS NTS12 - -10000 1 HUS26 - + 33150 -15500(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -37860(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) MTT288 = -44550(2 Each) (16d)1 HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -46880(Per 2ply) I HGUS48 - + 80000 -2650#(164 2ply) CS150 - -16500(Each) 1 HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 �9 6"4 cY1 0 6 .+ Y 2x4 (Ai) 4'3 4 �--2' ----�— 3 -----� R=384# W=3"8 R=14# W=1"8 TAG = T7 SED: 58753 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY = 15 TOTAL = 15 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**SHALL NOT BE RESPONSIBLE FOR ANY ARNINGIN HANDLING, ERECTION ANO 'DEVIATION FRO* THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN X1 � I �YiTC DL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFOR14ANCE WITH OSTB6 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP — — BC DL 10.0 PSF DRWG AAX6 GR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERMISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL 0•0 PSF NPW CONNECTORS PER DRAWINGS 130. 150 V. 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF T OT.LD. 47 .0 PSF O/A LEN. 3-0-0 CONFORM*/APPLICABLE PROVISIONS OF NOS G TPI,SAN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER (O RIO P P SEAL ON TH{5 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q OUR.FAC, i .3 3 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEER�'� �1 PLATF INS111"IE NDS = 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION �/NN�� SPACING 24.0" TYPE e jack Job: 4-3545 LOT 2 Z_J1' CJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N **WARNING** AN UPLIFT REACTION OF -2280 OCCURED ON A BOT CHORD 2x4 SP 02 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP #2 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. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24` O.C. OR FULLY OPEN 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 *** UPLIFT *** i *** HANGER *** INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(fOd 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d iply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#00d 2ply) MTT28B - -37860(2 Each) (10d)i HHUS48 - + 5180# -20000(16d 2ply) MTT28B - -4455#(2 Each) (16(1)1 HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) 1 HGUS5.5- +11335# -39450(16d 3ply) ---------------- -------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p 8'6"4 2X4(Al) 10'3 4.3 8 ---2' 1 , R=505# W=3"8 R=-22B#-8@#"8=1"8 TAG = T8 SEO: 58735 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 16 TOTAL 16 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 n 111j1jI1 TC OL 7.0 PSF DATE 12/01/94 [FAILURE EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY /RACING. �E HIB-91 BY TPI. SEE THIS DESIGN ��`tUs F��/� �1 TO BUILD THE TRUSS IN CONFORMANCE KITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RELPINE CONNECTORS ARE MAGE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOPBC DL 10 .0 PSF DRWG 4A6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION liLY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - * BC LL 0 .0 PSF NP W CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 O PSF D/A LEN. 1-0-0 \\\V\ CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI-AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER (0 EIOF P 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 MAY. DESIGN 70 THE TRUSS ERECTION CONTRACTOR. IME E„ � 24,0 T T"T • IOIi�;P,ATF INSTITIITF NOS - 1991 NATIONAL DESIGN SPFCIFTCATION FOR"000 CONSTRIICTION .III. SPACING 24,Q” TYPE e jack Job: 4- 545 L 0 T 2 J 7' HJ 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 SP #2 N UPLIFT (LB): 340 880 810 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 9.90 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 3 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 323.69. ------ ------------------------------------------------- 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. --------------------------------------------------------------- X** UPLIFT xrN 1 *** HANGER *M* A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#00d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# I HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) CONTRACTORS WARNING: MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 2ply) THIS TRUSS IS DESIGN EAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 = -4455#(2 Each) (16d)I H��{{11Sgqgg, + 9#621990(10d 2p1y) AT SPECIFIC LOCATIStJ� ji�ICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) I HSUS4� #+ # 2650#(16d 2ply) INSTALLATION TO ENSURIAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- 12 8"12 FT/HANGER DETAILS 1.5X3 m 0 4.24 p m T 2X4 (AD 4"3 8' J` 2X4 �----- 2'9"15 9' 10"13 �----4'2"15 5'7"14 R=559# W=4"15 — 123# R=324# W=1"8 TAG = T13 SED: 58739 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 5 TOTAL 5 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 HIS-91 BY TPI. SEE THIS DESIGN �]�t„ F'•., TC DL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS 1N COhFORMANCE WITH OST66 BY 7P1. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ , v� ALPINE CONNECTORS ARE MAGE OF 20GA GAIV. STEEL MEETING ASTM OUIREMEN75. UNLESS OTHERWISE INDICATED, TOP - _ BC DL 10.0 PSF DRWG O /446 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 LL 0.0 PSF NPW CONNECTORS PER DRAWINGS 130, 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ TDT.LD. 47.0 PSF D/A LEN. 9-10-13 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI.-AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS D RIO IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F INE Q. OUR.FAC. 1 .33 •--7PI - 1R'r53 P1 ATG IN5777UIF NDS - 1997 NATIONAL DFSIGN SPFCIFICATION FOR MOOD CONSTRUCTION '••1111 • SPACING SEE ABOVE T jack Job: 4- 545 LOT 2 J6' HJ 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): 290 660 610 WEBS 2x4 SP #3 BRG.LTRUSS ODESIGNED FOR 100.00 4 100.00MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 3 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 293.37. -------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 06-00-00 (+)-Gravity (-)-Uplift SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -455#(Jacks Only) 1 HUS26 - + 2751/ -1286#(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 - + 33150 -1550#06d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 429901 -1660#(10d 2ply) CONTRACTORS WARNING: MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -20000106d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650#(Each) �q I HGUS_5..5- +11335# -3945#(16d 3ply) 9 1# REFERENCE HOLMES LUMBfs �IAILW�Sli9 FOR UPLIFT/HANGER DETAILS m H 11 '3"12 -� 11'0'8 1.5X3 m v 4.24 C;;-- 2X4 2X4 (A 1) 4"3Do 11)L 8' 1.5X3 �-—2'915 8'5"13 2'9"15 —�� 5'7"14 R=440# W=4"15 — 143# R=293# W=1 '8 TAG T55 SED: 58728 PLT. TY DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. I TRUSSES REGUIRE 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. DR ANY BRACIW.. SEE HIB-91 BY TPI. SEE THIS DESIGN eNEE�Ic',q' i TC DL 7•0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MAGE OF 20GA GALV. STEEL FETING ASTM OUIRENENTS. 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 - _ 0.0 PSF NP W TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL CONNECTORS PER ORAMINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TDT.LD. 47.0 PSF1_y!LF O/A LEN. 8-5-13 CONFORM M/APPLICABLE PROVISIONS OF NDS 6 TPI-AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER :SEAL ON THIS pRAWING APPLIES TO THE COMPONENT DEPIC7E0 HERE DRYWALL APPLICATjON. FURNISH A[DPY OF THISDUR.FAC. 1 •33 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.--TPI • it ,S PI ATF INSTITIiTF NNS -- t9N1 NATTONAI OESTGN SPFCIVICATION FOP WOOD CONSTRUCTION .t�� SPACING SEE ABOVE lack Job: 4- 54 5 LOT J ' 1 " HJ TH S DWG. PREPAREO FROM COMPUT R NPUT 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 #2 N BRG.LOC (FTI: 0.00 4.07 4.07 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) REACTIONOF 30.04. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 02-10-08 (+)-Gravity (-)-Uplift SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -455#(Jacks Only) i HUS26 - + 2751# -1286#(10d 1p1y1 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) CONTRACTORS WARNING: MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 66400 -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) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 123# R=30# W=1"8 m 6' 10"12 --� 9'5"i2 n 4.24 C;:;- 2X4 2X4 (A1) 4'3 e' --2'9"15 --►�- 4'0"13 ---0 i--4'0"13 ------� R=419# W=4"15 R=6# W=1"8 TAG = T22 SED: 58730 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 FDR ANY WARNING I NG IN HANDLING, ERECTION AND T,/,,,, 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 11% 1I,SUrj E'�., TC OL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CO"FORMAHCE WITH QSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - \\\\`\/�V ALPINE CONNECTORS ARE "ADE OF 20GA GALV. STEEL MEETING ASTM BUIREMENIS. UNLESS OTHERWISE INDICATED. TDP BC OL 10 .0 PSF DRWG A446 GR B EXCEPT AS MOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 1'� TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD * ' BC LL 0 .0 PSF NP W CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF TOT.LD. 47.0 PSF D A LEN. 4-0-13 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI.-AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ( RIdP P'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0�. Q;: OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEp`' PATF TNCTTTUTF NOS = t99t NATTONAI. DESIGN SPECTTCATTON FljH W000 CONSTRU TION ''///�,�i��TT` SPACING SEE ABOVE TYPE jack