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Permit 1048 Little Cypress Key (vault) s ADDRESS U Ll 6 BUILDING PERMIT NUMBER -- INSPECTIONS: FOOTING UNDER SLAB PLUMBING 5- .2 G SLAB FRAMING COVER-UP_ INSULATION �✓` FINAL BUILDING ' ' CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH `'r 7 4 _ FINAL -7- aY -g�, MECHANICAL PERMIT # PLUMBING PERMIT # NOTES: OF A v tri A,�a, % C _L of BoR`NSpE �1 F Y" ESN < t V RANG C lea p\ace pa\e �� e�e+ved r, A,G�� G �ou9QU\ pie Fa ¢ ddres fp1.E��An9 VIP el r yid "7 es s GRNCP�j� C Sp�a pEpRl, Ocs Nae P00 FpA RNs ti�n9 A�PR��ed. PM ina\\nsPeOko�pOPapOy J 'Re Root+n9 ( FGe `t\Gate°t SOes / Da\e Ma e �i l \nsReo\1Dn rt/ 1n P�\Ot i— CITY OF ATLANTIC BEACH I j DEPARTMENT OF BUILDING I 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT �-- � Address: 1048 LITTLE CYPRESS KEY i Permit Number: 22342 ATLANTIG BEACH, FL 32233 Permit Type: PLUMBING Class of Work: ADDITION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Secfiion: Square Feet: Subdivision: Est.Value: Parcel Number: - -. Improv, Cost: E ILC-f A110N Date Issued: 7/17/2001 Name: ED REVEL 1048 LITTLE CYPRESS KEY Total Fees: 25.00 Address: Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 7117/2001 Phone: (000)000-0000 Work Desc: NEW WATER HEATER _ p,pLiAiOIt FEES — -` - G01 't T3 25.00 DAVID GRAY PLUMBING, INC• ERT n ,- zp s. 3 t° � . �b4."v NOTICE I F' SPECTId, T BE RE( OtSTEq AT;.LEAST 24 HOURS, IR TO I ISPECTIO_ N__�_I BUILDING MATERIA- RU.BBIS N.D DEBRIS FROM THIS WORK MUS C}T BE`P : CED IN PUBLIC SPACE, AND MUST� LEARED AND HA,t Eb.,AWAY BY EITH CONTRAG R OR OWNER �., K$1 , N ' �. 111 F�ULT IN THE FAILURE TO COMPLY T " PROPERTY OWNER PAYIIPTW1 F40 b-- 1 O E •• ISSUED ACCORDING TO APPROVED PLA AF4 PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO) SI k 02LO 14 AT NTIC 0, CH BUILDING DEPT. D�braQ 7/17/11 1t Rmipti 1/7395 _ --- _ Nt11N321'iMi 3543 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: ✓oG TELEPHONE NO.k�l- . 061 PLUMBING CONTRACTOR DAVID GRAY PLUMBING. INC. CONTRACTOR' S ADDRESS : 8850 CORPORATE SQUARE CT. JACKSONVILLE, FL. 32216 STATE LICENSE NUMBER: CFC 022586/436 TELEPHONE: 724•-7211 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED. SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE OTHER TOTAL FIXTURES: x $3.50 + $15.00 MINIMUM PERMIT FEE - $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: David Gray ----------------------------------------------------------------- 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 PRIOR TO COVERING UP - (904) 247-5834 .x»_t.a.-. ..�-.�4rgr� �-:. '1' °.,:.. ,Y„!av'Sa'p,r..^ .. .. ,. -=m�e.**,na.«*..w—x,nrr-�r+.*°=,�' '�" 's.,m.«-e.:•-^^..'w'+*+-r..... +.,�,..-"°'s-..s-.rts., l gill Ta"Iffitcate of Orcupanq (fity of J, Atlantic ileoc4 -- Nloribo Department of Nuilding Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Attached Bldg.Permit No. 11913, Group wL frame Type Constructiontnhse Fire District Atlantic Beach Owner of BuOifding Florida Classic go'agrgs8081 Phillips Aighwa J�cksart�-iz-ke;Fig:� BingAddres.1048 Little Cypress La y Atlant�goaoh= xi, 39233 By: DON C. FORD Building Offici 1 Date: POST IN A CONSPICUOUS PLACE $\ C, \ = ° . ° _ � . . a _ . Z \ } 5 . # , , 1 , $ � \ \# \ OD \� OR o � • � �. OD gg0 \ \\I� ■ ^ #Qg . ..� AUG 01 19G 15:53 CLARSON 130 P02 MAP SHOWING BOUNDARY SURVEY OF LOT 112, AS SHOWN ON MAP OF SELVA LAKES UNIT THREE AS RECORDED IN PLAT BOOK 44. PACES 80 THROUGH BOB OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: SHAFFER AND SONS ENTERPRISES BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. Nd?E' E6Et/.9T/ONS Ap7E 04199JUN AWcJS 1i3,7z) ,4,,V,0,4V/%r p rr A-w71aAo of "ooE ler 1r6'p noe O4;ZlAf of i 9a9 LOT 110 (UNIT THREE) A`q,•B�e��'-9 r. N08021'59"W , Ls►,FFS ,1 1 1996 'O G ._I« . 35.00' Building and Zoning40 ,s %4ce- C�� 2` covca&'ra F�� ono F,y RSL W Ot 3o,J' q19,.' c R eA J- 57dRY way t, - - -- - - - - -f- ., `- O• L STORY e Piz 4D 10 � � STuCtrJ •.,• dk/EYLr•.clts � '� G N V. LLI / 57OR/ v1 20,9, Q •41 O� P.R.C. / d / R•s X01 $Z ��elz`� ��v � �2sO0. N2 5`' ` P.R-C. D ( CUL—DE—SAC ) LITTLE CYPRESS KEY !J'R 1/E 5/ 7= - J►G .rasE ser ivov�•varEo� s�ii.�a.acs orvE.e .revs, FNvex ow a, .t/ .ft/RYE S-t - Or- 1 G1 HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE � ��1� MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61017-6, FLORIDA I.� ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES). AND FURTHER CERTIFY THAT : FOUNDCONCRETE MNUMEN THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN. 0 1/2- FOUND RSOT IRON - L8 1701 �n �y �c��a� �.�./�� /� B.R,L. BUILDING ReMICTION LINE FLOOD CERTIFICATE:THE LOT SHOWN HEREON IS IN FLOOD CLARSON AND ASSOCIATES. INV. � RADIUS ADI S ANGLE R ARCA1S ZONE W. AS SHOWN ON THE FLOOD INSURANCE RATE 1643 NALOO.AVE., JACKSONVILLE, FL., 32207 A ARC LENGTH P. MAP, COMMUNITY PANEL NO. 120075 - 0001D . DATED W-17.-69. PCHORD C. POINT OF CURVATURE P'T. POINT OF TANGENCY P.R.C. POINT OF REVERSE CURVE SURVEYED APRIL B T 995. G �' P,C.C, POINT OF COMPOUND CURVE SCALE: 1 z 20' FD. FOUND EW STLREb SURVEYOR NO. 2361. FLORIDA R/W RIGHT-OF-WAY FIELD BOOK 537 PAGE 67 JOSE A. HILL O.R.V, OMOAL RECORDS VOLUME 5.63 fg 6 C CITY OF j4&Kt4c Be44r.h-49lr " "V g vz P Office of Building Official, REQUEST FOR INSPECTIO Date_ Permit No. Time Received - •- - --P. -- Job Addre-� — - -- Locality Owner's Contractor aBUILDIN_G—,� CONCRETE ELECTRICAL PLU BM ING ME H ICALaming Footing Rough Wiring Rough Air Con . Re Roofing Slab Temp Pole Top Out 7J Heating Insulation Lintel Final Sewer Fire Place C Pre Fab r READY FOR INSPECTION - cues W d. s.` Friday Inspection Mad j— -PM. ,.. c-..tor Fi— ---- _ __ -- - ficate of Occupanc a — J . \ LANr,C FtUfl o • OF ADDITIONS or CORRECTIONS • NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted r l E/A s f /1 —(7+9 Fy jtL C- S ra-r rz S W P-r~6 $15.00 REINSPECT FEE 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 EHEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BL°G CITY OF AWawt& Ve4d - 9&Vu da 800 SENUNOLE ROAD ATLANTIC BEACH,FLORIDA 32233-55445 TELEPHONE(904)247-55800 FAX(904)247-SM NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction stater is no longer needed: Permit Number Address Sincerely, Building Department n CITY Or t Office of Building Official REQUEST FOR INSPECTION Date ' `_� — Permit No. Time A.M_ % Received r Ph1, rr' a Joh Address ` t;4ca{ity Owner's Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing t` Reughti Wiring _ Rough i~1 Air Cond.& Re Roofing = Slab Temp Pole Top Out 0 Heating insulation _ Lintel =. Final Se ar E Fire Place . z 7- c L 'J Pre Fab REA SPECTION j A.W, Mon. Tues / Wed. Thurs. Friday 1'�,r^�• A.M. Inspection Made _.__ 6 ,— M, Final tnspaccieca Certificate ofr Occupancy C. Date _� _ DATE 1 PRE-SERV10E:; DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THEA: FOLLOWING FINAL INSPECTION( S) HAVE: BEEN MADE AND ARE SATISFACTOkY : 1 E + ------------------- - -------------- I � ; Enclosed are the blue copies of the permits. SINCERELY, BUILE+ENG EN:-PELTIUN DIV1`1UN uc : FILF. . I CITY OF Office of Building Offi ial n - REQUEST FOR INSP ON Date - ( t7 Permit No. /�1r f3 Time A.M. Received r Job Address Locality Owner's �,�+ 1 1 Name —1� � Contractor !v L, t `S�liLDINC� CONCRETE (ELEC`GICAL_ MJMBING MEC14ANICA Framing Footing ❑ Rough Wiring Re Roofing Stab C Temp Pole G op Out Heating Insulation ❑ Lintel ❑ Final G Sewer ❑ Fire Place ❑ 1` READY FOR INSPECTION Pre Fab 1 `?Mort Tues. Wed. s. Friday t i ifspection Made inspector. _ Final Inspection ❑ Certificate of Occupancy❑ l Date _ .. f LAN � Cl) V _ F�ORIDP OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE io.51-k z 11�� sr & Z THIS JOB HAS NOT BEEN COMPLE ED The following additions or corrections shall be made before the job will be accepted A4 A civ ol $15.00 REINSPECT FEE 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 TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address Please update your records accordingly. Thank you/-/- 7 BUILDING; CLERK CITY OF ATLANTIC BEACH /vcb /�1 j- -�[.` CITY OF 74&4#s4Lc &4414-d9kUd4 Office of Building Official REQUEST FOR INSPECTION 7--i ._�� Date__ _ _ Permit No. Time '� _ /`r Received / �/ P.M. , Job Address Locality Owner's J-/ Name _ Contractor V BUILDING CONCRETE ELECTRICAL PLUMBING MECHANI Fra Footing ❑ Rough Wiring Rough Air Cond. & CJ Re Roofing / Slab C Temp Pole Top Out Heating EJ Insulation sic. Lintel Final Sewer Fire Place i" Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made _ _�— _P.M. rpector Fina!Inspection - Certificate of Occupancy L- Date — -- ----- -- CITY OF Office of Building Official REQUEST FOR INSPECTION Permit No. "Time / A.M Received _—___—__ M, Job Address Locality Owner's G Name _ Contractor k-� BUILDING ONCRETE ELECTRICAL PLUMBING MECHANICAL Framing etert - Rough Wiring Rough U Air Cond. & D Re Roofing b Temp Pole i Top Out El Heating Insulation Linte Final Sewer ❑ Fire Place F, Pre Fab READY FOR INSPECTION Mon. Tues Wed, Thurs. Friday P.M �} A.M. inspection Made _ ` P.M Final Inspection r' Certificate of Occupancy L- Date _„� l j //CITY OF Office of Building Official fh REQUEST FOR INSPECTION 1 Date- Permit No- Time JJ Received __ .`_L JL Jab Address Z Locality Owner's ) Name ____ __ _Contractor 4" '=`0 n_ BUILDING CONCRETE ELECTRICAL QjaBIN0 J MECHANICAL Framing 17 Footing Rough Wiring Rough Air Cond.& D Re Roofing E, Stab Temp Pole Top Out ❑ Heating Insulation Lintel Final _ Sewer G Fire Place Fj Pre Fab READY FOR INSPECTION lues. Ll\ Wed. Thurs. Friday-9M A.M. Inspection Made _ -Ifl t _________PM. Inspector ±w'/ ,� Final Inspection 0 ?—~ Moo Certificate of Occupancy LiqqY Date 119 2 004RTMENT! y GITY OF ATLANTIC EEN; �--- _ LOCAT I CN `IMP� 11942Acldre1048 4 1 TTLZ Ct A ' Kwv Permit 'IY ;PY,UI BXI G ATLANTIC � AC0,f .F`d P-A 32233 C t . '' ► `; Oo PRM,E B1�i . Lai 1l,2 Pr c 17 e4T RCUS S+ on, fl zicnsLsubi41E e1 0,0" Tot, 67 50 3x . - TIC�n" � _� �.�;.� APPLICATION PEER _�.� � ._.._- RIa AY lia,Toe X14 " I LCRIDA- 3S"d 2 . 0 �y pop XA ;. i Rinne P NB I No J C SON A." 32210 L . NQS. p r r NOTICE,--ALL CONCRETE FORMS AND FOOTINQS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF'ISSUE WJ 'WING MA jtRIAL,RUBBISH'ANI�QESRIS FROM THIrOR RK MUST NOT BE PLACE,©,IN PUBLIC SPACE,A�IQ l�T BE. Yr p tf# ANt7.l i dl: MAY,EY EI"��lEfi CQNTRA G1R SER" « � {." '+ C! �P' WlTfi 'f E MECHANICS IC'S U N1 L�► A f3f I7`NVG 7 PPF t3`Pt R 15 WHICH ARE pRow MWOF THlS PERMIT` � T4 f . y �� 4 E P .C)F LAW. Litt l ,. lYTIG` A EN'l CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION. /evf Zl#le, on OWNER OF PROPERTY: C/ BUILDING CONTRACTOR: W Az-- PLUMBING CONTRACTOR DON HARRIS PLUMBING rte AND ADDRESS: P. 0. BOX 14668 TELEPHONE NUMBER: (904) 772-0900 C F' L - 0 19 19 4 STATE LICENSE NO: ' TYPE OF BUILDING: j TYPE OF WORK: ��`t HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS / SHOWERS LAVATORY ,WATER HEATERS BATH TUBS _ DISHWASHERS 'URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER .. TOTAL FIXTURE COUNT: s $3.50 + $15.00 = $ LZ J a&.2�-�-zzf& ------------------ ------------------------i------- INSTALLATION OF PLUMBING AND FIXTURES MOST BE IN ACCORDANCE WITH THE MOST RECENT EDITION"OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE tNSPECTIONS — (904) 247-5826 r, i � CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 3/11 19 5le IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGUL,►BONS,fiDES AND CITY OF ATLANTIC BEACH ORDINANCES. ER-00 a 4TI Munson and Bryon Bowie Co. 14 2 3 I M E 2 5 7 ELECTRICAL FIRM: MASTER ELEC -RICIAN SIGNATURE ,JOURNEYMAN A)04W t:�to-fc% clas:5rc.- Lot //a- NAME Y-0Ofs —ADDRESS:_10 t1g, L., 14-1 RFD BOX tit BLDG.SIZE -Sr s1��}�� BETWEEN:-?C rk III AJP/42-az + .. RES. ( i-r APT. ( ) comm.( 1 PUBLIC ( 1 INDUS. ( 1 NEW 1-1 OLD ( 1 REW. 1 1 ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEEW �I' ( INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE a/0/a AMPS I 0 COPPER ) ALUM. SWITCH OR BREAKER AMPS I PH .3 W OLT _RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES i I BELL TR NSF, AIR N.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. I KVA NO. IKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES _ 5 R$R•3941 n ` DEPARTMENT QP®U1L.Q{NIS CITY OF ATLANTIC BEACH ------ LOCATION I NPOIII AT'I:ON RN Address1{) I" TLA CYPROS PrM .t SUMberr: ATLAN"�' 'I ` r. ) Lf R LtA r�ztr► t 'IY «I L*CHANICAL LEGALDESCRIpT'IC� 4 C31 � ' Tv �f Wt3l :1+IZW t�pt « const�r.. TyI' e.NSD� �"N�N 8�C3�� Eased Use« 'C?iNHOUS SubciviS3 Oa« EI,VA LAKES Dwellings* I 0 .00 Est . V'alue: 0 . Total Fees' 47 ,.06. 47-.00 AMPunt tete 11996 Werk ,De ALS HZAT AI D AIR IN Nom" 'IsQW�Qi1)9 �,�PLICATIaN I�'�N1� _.. I47 ,00T tame � ORTAddDA, ` 5 To AT,I r Nam mc A 4 4" . 0 ANOE L4R I B 32073 'ICY 3 N Tf$: q L Ct NCi ETE IR M$AND FC)ObNGS MUSS gE,It EI TED gE pRE'PCIURINQ Ntlft'iGE- -A . `= PERMIT VOID SIX MONTHS,AFTER CyATE OF ISSUE BUILDI NG M� ERIAL,RUBBISH ANt DEBRIS FROM THIS WORK MUST NOT,,BE PLACFp IN PUSuC SPACE,ANC1 MUST BE. CLEARER UP,ANd HAULED AWAY EKY EITHER CONTRACTOR OR OWNER TIN To CompLyVITH THE CHANICS LIE P 3 . i'' pAy 1CI ICE F T , E BU�L:Q11� ��'R�ME� a f.� w ISSUED A QFi�!INt Tt AI Rt?VEt)PLANS WHICH ARE PART OF THIS PERMIT I� Si � � " NIiC1LATION'OF;pi, LOCABLE PIt3V CNS OF LAW. ATTLAINTIC BEACH BUILDING DEPARTMENT BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, F_ORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: /IZle y S OF Intersecting Streets: Between And / BUILDING � — Sub-division Z_ _el 11. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in th.) above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical McGowan ' s H e a t i n a & Air— Contractors Contractor IPrinf) Cond. Inc . Mester CACO-18970 Name of M-48 Property Owner �� /�• � S h7�17ty3 Signature of Owner I Y Signature of or Authorised Agent or Engineer III. GENERAL INFORMATION A, Type of heating fuel: E3• IS OTHER CONSTRUCTION BEING DONE ON " fr-Ehxtric THIS BUILDING OR SITE t_ V2. Cl Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT //r 3 ❑ Other — Specify IV. MOCH/14CAL EQUIPMENT TO BE INSTALLED NATURE OF WORK e (Provide complete list of components on back of this form) '^-� Residential or ❑ Commercial Heat ❑ Space ❑ Recessed�C*ntnl O Floor / New Building Air Condrtlonmg: 13 Room �infrel ❑ Existing Building cf. System: Maforia Thickness YExtension ❑ Replacement of existing system Maximum capacity o 0 c.f.m. New Installation(No system previously Installed) C) Refrigeration or add-on to existing system El Other— Specify ❑ Cooling tower: Capacity g.p m. ❑ fin sprinklers: Number of Mad ❑ Elevator ❑ Manlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gesdine pumps —(number) (Resxsived) ❑ Tanks_ (number) Remarks ❑ LPG contain*► (number) ❑ Unfired pressure vessel C3 BoilersPermit Approved by Dote Q Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT 0aftlaeltY App Number Uniti Description Yodel Number Manufacturer ( ) Al 3l HEATING - FURNACES, BOILERS, FIREPLACES AV Number Unite Description Model Numbs r Xanufat aures (NM) 71� TANKS Now Many Naealnal Capacity Type liquid Name of Serial Approving and Dimendone Contained Mattufacturee No. ILVMCY x.1913 60ARTMEW OF BUII.I IIS C CITY OF ATS ANTIC BEACH toom 11 Addr4sil "' IDS LITTLE CY`P LESS KED' P t t R' 1 1 t SL ;1~?" t 3 ATLAN I C SEA , FLORIDA 32231 Cl a of #1��ksN� --------- LEGAL DESCRIPTION C + i T `P a f�'OOD ORME � � S l ook� � '�Lias W I1� �►�' Q Proposed Uei--T N O' 8e�c��c�n; i} Subd:` � t� I11 ina ,» Subd viicanIET�VA LADLES Est. Vaai ue Improv. Cast; 21459.00 ',I~'c ta1 ]Fees: 4t3` faux 00 . 40 bat*, 1/10961 Watk Ile TOWNHOME PER PLANS RSP` 15TI 4I��I}€�R 1�3;3� i �} w �r +'� }� Sat: T 6x-4.W . y tt Add , , tII AY 11.4 �. WATER IMPACT FEE _70.00 �yyq I ID* 32 5 S �. .. "� PEI . 1.,"2 11 0 )1� *F " " Ro�'bt�i�11 !MR '1 it t 'R m CST I - ----- RAi7O C" S0 0 .26 N{�y � M. .� h y LWI 4MES � CAPITAL �1t41'ROVE,. � 2 5.10 } 9.4.i � yi'l Ox Sol CROSS :COj0tCTIqN a 42 . E P: �' ; SEC H IMP `EE T 1 CONST:SURCHARGE r� r N{IrMIS-�-�ALL COMCaE"�t$AND FCC ;4Q$MUST IIS tN$PEG'l s.0 BEF�lRIc1-poo"I ` �PERMIT)IOID SING M MONTH "AFTER DATE t}F��,�UE BUff,DNdQ ER"'HAULeDAM* AI,"Rt�BBISI ,AND MORIB.FROM THIS ©f�C MUST NOT BE�L�ED!N PUBLIC SPACE,AN � T CLEARY BY ST,HER CUNTRAC R OR OWNER � w ompj, �rVA t LAW � /�r► r 11 : :Tf L&NETO C TK 64mPflove: ISSt 4 ACCO) II+I r1 IF /�>P !�. 1} ICH AMIE PA CF #'H1 PERt IIT * VI+wiLA1 IQAI t fr P010/ISTD s QF haw. I ATLAS CITY OF 5 . Office of Building Official REQUEST FOR INSPECTION DatePermit No. Time �'�- A.M Received PM. Job Address Locality I Owner's �^+ t Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing ou icuig Rough Air Cond. & Re Rooting Stab Temp Pole Top Out Healing Insu ation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION A Man (: Tues Wed. Thurs. Friday Insporlion kl:ldc '� PM .�pi,cloi �, F'ai.tl lr�sptfc'.,•ix, er^� � G•i lhral. ut Ori:�ivan0y A i TRANSMITTAL DOCUMENT FOR JEA DATE: ` The following permits have passed "rough" inspection: Permit No. Address &,OA ERx?b(=elcx=exxxxxxXAxkue*=3pi)mxc£x*hexpmxd*=. Please update your records accordingly. 2DING k u U CLERK CITY OF ATLANTIC BEACH /vcb k7- ( � 2-- CITY CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address I Cl Y t-171 E SV Date Heated Sauare Footageper sa ft = $ � Qara e/shed g(fc) @ $ l�,oa per sq ft C a r p o r Porc _ %30 @ $-L� Q d per sq f t Deck s @ $ 0 per sq ft = $ Patio @ $ per sq ft = S�-- ��/ TOTAL VALUATION: S "72, `t b 7-al Total Valuat�on 1st Remaining Value $ . per thousand or portion thereof TOTAL BUILDING FEE $ S2_ov + 1/2 Filing Fee $ (0) Fireplaces @ $15 . 00 $ d BUILDING PERMIT FEE WATER IMPACT FEE $�_ ��•©O SEWER IMPACT FEE $_ ,ado WATER METER/TAP $ do - CAPITAL IMPROVEMENT s 3 z 3,O o SEWER TAP V03�) RADON (HRS) . 0050 $- - .9 SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ (103 ) SURCHARGE . 0050 5 �_ -2- OTHER OTH R $ GRAND TOTAL DUE $. �d -�{ ADDITIONAL PERMITS OR FEES : Mechanical Plwnbina_ Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF .'RCPERTY DESCRIPTION �l �7 T(o,C��z a „ " 800 tik:\SINOLh:ROAD Lot -1' __Block # Section # __ 2 ' TIC BEACH,FLORIDA 3223.1.----^--- ----- ELEPHONE(904)2.37-5800 n FAX(904) 247-5805 Subdivision -----= LCA, C p�s--, - - r 1 ` 1J9 B ' Street Name J -L; hHLL H I L til-.H ILL No . 14 (58U5 Hpr 3 , 95 15 : 31 NO -010 P .01 �l l • l ► ' t `.4 tt.t�'cl Ge44 �tLD NV i' tT f A!'}' IC T 1H '�'tt.,�x it i+t;sc��.rtn u►�!..►,<<►i RFC)UIRE:D SUE3tiITT/1L.�, VAX0►4►z0-<xU►4 Each application for building permit trust be accompanied by three complete seta o plwno, including a detailred alto plan, indiCatifig lor..atlon c+f utllitiva, parki j, vi.^.& bt yard , uutbacks and other data an required by Code and/or the buildinu, zonAng or community development departments of the City of Atlantic Beach; .one set of Florida Ener Efficiency Cade aheetu ton new construction or additions of 500 aq. ft. or more) ) a rec&nt survey of the land for new construction and addition&; and a tres aurvey or le ter certifying no trees are on property. APPLICATION OEUL Ig„L 1. Building Application Form _ 2. Three complete vete of plane ,including detailed site ploy, 3. Recent survey, Including tree survey or letter certifying no trees are on property 4. Owner/Building Affidavit (required when owner acts acs contractor _ ✓f 5. Energy Sheet& i TOSS S. Notice ox commencement TInE RCQUIRED FOR PERMXTTINQ "L,ICATXQHS 6gE CONSIPERF,p IN THE OR0ZR REG!1„yrP SCHEb{��D NSpE��j,� Requests tar inapectian are taken from 1„jPQ g, gl, urn it 4:3A n►, znopectione are made the tolloving working days pleaee wpeatitr 13. 1". or p. m. Inapection. when calling An an .Inspection please have 'the permit nupber, sob location and type of inspection needed. Inapectione are eohedulwd aw follower 1. Footing 2. Under slab plumbing/s&Mer/electric 3. Slab 4. Cover up (framing, rough electrical, mechanical, plumbing call for cover-up an building, use building permit nuwbwr and reference other applicable permit number& (electrical, plumbing. mechanical and building, eta. L 5. Insulation 6. Final Inspection 7. Finish Floor elevation survey/CertiliaRte of Occupancy flU1J.DI"__.CARR IJUST SS PQST&VO Concrete cannot be poured and work cannot be covered up until building card Is STONED by the inspector. You may be required to uncover any work that has not been Inspected. It is the recponalbllity of the BUILDER/CONTRACTOR to pant the building card. A fee of 915. 00 In charged for all reinspoetionu. VOTE: This application may be subject to covenants and rest r ict ioncfor the permitted propertThe enforcement of the c•ovenanto and reritrictione etre the rinponelbility of homeownera acroci ati,on�:. 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 6 BAT (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) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) _DISHWASHER (2) 2— WASH SINK EACH SET OF FAUCETS (2) lfJ KITCHEN SINK (2) DENTAL LAVATORY (1) 1 ` KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET 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 (I/2) SHOP (2) SURGEONS SINK (3) Q LAVATORY, SURGEONS (2) JACUZZI (2) CJ URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS s =20.00 EACH = JOB INFORMATION_ f f /4 i� ,ITY HALL ATL BCH TEL No .2475805 Apr 3 ,95 15 :31 No -010 P .02 FL WOPLAIN 06VELOPPIENT XWORMATlOp Type of Devvlopsentt J 1 /UCS C� ��wrrr�rT�r•rrwTirr4 wrwrrr+rr .. sr � rr ww rr. � Flood Zones .._.._1_...._,.rr....r�..w_ Rw4ulred s,ovrst Floor Clwvationf_,_,._ it building is looatted within a flood hazard zone, a ourvor, ouu t be rade AFTCR THIO SLAM WAS MrBM POURCP, cofrtLtyino that the L.ovEST FLOOR CLIMArxim is equal to or above the duos iloca elevation established tour that none. No final inspoction MAAA be made and no wortAticat• of occupancy Will be loomed until the survey to on =11e uIth the Bud ding Department. COMMENTSI , Applicant ' Acknorle6gosi ►ntf X understand that the irouance of thi■ permit iia aaoatsnOrnt upnnq the above information being correct and that the p1Aas and sapper Into data bower, been or ohali be provided as roquifred. t agree to oowply with all applicable prowlexono of OrdAnahoe No• "-7-AS and ell, other lave or ordtnancdo otteotl.np the prop000d dovilopment. Datw_ rd 6 Applicant's Signatures w r.rw w arw.r w.rrrw .......................... wrr ...rwr.rwwwww.err-www•.wwwwi—w----rrrrrrwrw w�.wrrww.w r,w Department use Rea..irwd Loeeat Floofr 920wattoA As Built Loweot frac~ llrratioa Survey Filed vsth Auildino Department • ----------- two wrwrwr..rr—r.two peow 3 t Department A CoMmunity Affails SN : 7116 FLORIDA ENERGY EFFICIENCY CODE FOR BUTLUING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 1592 NUILDER: N .F . C . AND ADDRESS : LOT 112 SELVA LAKES : PRRMITTYNG : CLIIrl AQ, kEPTUNE Bsal �H.FL : OFFICR: WONE : 11 : 21 , 1 31 OWNFF10*1 -Ate C : PERMIT NO , : JURTSUICTION NO , A"vj,�7-6C i on 1 . New Construction New �4r ](' ')v f, r. ad�fl [�) 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . Tf Multifamily-No . of units V 0 4 . If Multifamily , is this a worst case ( ycs/no) 4 . 5 . Conditioned floor area ( sq . ft . ) S . 15920(''1 6 . Predominant nave overhang ( ft . ) 6 . 1 . 33 7 . Porch overhang length ( ft . ) 7 . 4 . 00 8 . Class area and type : Single Pane Double Pane as . Clear Glass 8a . O . Osqft 233 . 00sqft b . Tint , film or solar screen Bb . O . Osqft 0 . 00sqft. 9 . Floor type and insulation : a . Slab on grade ( R-value , porimeter ) 9a . R= 0 . 00 140 . 00 F[, b . Wood , raised (R-value , area ) 9b . R=19 . 00 16 . 00 sq-f1t 10 .NQ Wall type area and insulation : a . Exterior : 2 . Wood Cramp ( Insulation R-value) 10a-2 R- 11 . 00 , 1275 . 00sqft, b . Adjacent : 2 . Wood frame ( Insulation R-value ) 10b-2 R=11 . 00 , 182 . 00sqft 1I .Ceiling type area and insulation ,, a . Under attic (Insulation R-value ) 11a .R=19 . 00 194 . 00sqFL _ a . Under attic ( Insulation R-value) 11a , R=30 . 00 1044 . 003qft 12 . Air distribution systems a . Ducts ( Insulation + Location) 12a . R= 6 . 00 uncond 13 .Cooling system 13 . Type : Central A/C SHER: 10 . 00 14 .Heating System: 14 . Type : Beat Pump HSPF: 7 . 20 15 .HoL water system : 15 . Type : Electri ,.,, EF : 0 . 9 16 Hot Water Credits : (HR-Heat Rucovery , 16 , UHP-Dedicated Heat Pump) 17 . Tnfiltration practice : 1 , 2 or 3 17 . 2 18 .HVAC Credits ( CF-Ceiling Uan , CV-Cross vent , 18 . HF-Whole house fan , RB-Attic radiant.. barrier , M&Multizonp ) 190PF (must not exceed 100 points ) 19 . 99 . 7 .3 a . Total As-Built points 19a . 29296 . 84 b . Total Base points 19b . 29377 . 40 ---------------------------------------------------------------------- - ----- ------- ----------------------------- -------- ---------------------------------------- -- I Hereby certify that the plans and Review of the plans and specifications specifications covered by Lhis calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy C'. 110 . Code . Before construction is complead this building will be inspected for PREPARED BY: ,, compliance in accordance with Senion D AT R SS3 . 908 F . S . I hereby certify that this building is in compliance with the Florida Enorgy Code . OWNER/AGENT: �um duj_ B011,13ING OFF�L(JAL: .... DATE: _ DATE: _ - INFILTRATION REDUCTION PRACTFCF COMPLIANCE CHECKLIST yak COMPONENTS SECTTON REQUIREMENTS VOR EACH PRACTICE CHECK PRACTICE #1 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRTPTIVES . ----------- ----------- ---------------------------------------------- ------------- Windows 606 . 1 Maximum of 0 . 34 CFM per linear fcot of operable sash crack ( includes sliding glass doors) . - - ------ -------- ------------ ---------------------------------------- ------ ---- RxLerior & 606 . 1 Maximum of 0 . 5 CFM per sq . ft . of door arva : solid. Adjacent Doors core , wood panol , insulatod or glass doors only --------------------------------------------- --------- ------- ------ ------- Exterior Joints 606 . 1 To be caulked . gaskeLed , weaLher-stripped or other , & Cracks wise sealrd , ------- ---- ---------------------- --------------------------- ------ ------- ----------- PRACTICE #2 606 . 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING, ------- --------- --------------- ---------------------- - ---------------- -- ----- Exterior Walls 606 . 1 Top plate penetrations sealed . Infiltration barrier. & Floors installed . Sole platelfloor joint caulked or sealed , ---------------------- ------------------------- --------------------------------- Exterior Walls 606 . 1 Penetrations , joints and cracks on interior surface A Ceilings caulked , sealed or gasketed . --------------------------- - --------- ------------------------------------ -- ----- DuctWorh 606 , 1 Ductwork in unconditioned space must be sealed . -------------------- ------------------------------ --------------- --------------- hAreplaces 606 . 1 Equipped with outside combustion air , doors and flu,,-., dampers . Exha us^ vans 606 . 1 Equipped with dampers . Cora bust. ion devices s(-, 606 , 1 �A _ 2 , ----------------------------------- ------ ----------- - ------------------- -------- Combustion 606 . 1 Coustion paaaer ce and wtheating stem ayss provided Hoti"p wimbth out e combustion air , except direct vent, appliancos . --------- ---------------- --- --------- ----- - --- -- ------------------ ---- -- ** OTHER PRESCRIPTIVE MEASURES ( must be met or exceeded by all residences . ) Wact er Heaters 612 . 1 Comply with efficiency requirements in Tablu 6- 11 , Switch or clearly marked circuit breaker ( elouriel or. cutoff (gas) must be provided . External or built- in hea3 t trap required . ------ -------------------------- --------------------------- ----------------------- Swimming Pools 612 . 1 Spas and heated pools must: have covers ( except: solar Spas heated) . Non-commercial pools must have a pump timer Gas spa & pool heaters must have a minimum thermal efficiency of 70 percent ,. ------------------------------------------------ ------------------------------ Shower Heads 612 . 1 Water flow must be restricted to no more than 3 pal tons ppr minute at 80 PSIG . ---------------------- --------- -- --------------------- ------------------------- Air Uistribution 610 . 1 Ali ducts , fitLings , mechanical equipment and plenum Systems chambers shall be mechanically attached , sealed , ins-- ulatod and insa tail ed. in accorac dne with the critori,.,, of Section 610 , Ducts in unconditioned attics must be insulated to as minimum of R-6 . Air handlers shall not be installed in attics unless in mechanical closet , ----------- ------ ---- -- ------------ - ------- --- -- - ----------------------------- HVAC Controls 607 . 1 Separate readily accessible manual or automatic thormostat for each system . - --------------------------- - -- ----------- ---- -- - ------------------------------ Insulation 604 . 1 Ceilings minimum R- 19 . Common Walls - Frame R-11 or 602 . 1 CBS R-3 bnLh Wes . Common coiling & floors R-11 , ------------ -------- ------- ------------ ---- ---------------- ------------- ---- --- -- rF��A dM Ak fY,fq OM%k d4 fl�6X t4 AF Ja.%p lk%4!\%G BY.�OM!6%M RM d4 db 14,BM%'�l4.)4>k J4 AA.�. +1 BM 94 JM Jk�r4 YN�0Y%t.1Y�dM 8l fb�dk lA dlr B4��M 44.Aga eq B6 dV AM.L A\lV.dY�iN ek JX 4�✓Y d4%4.Mw Th 6G AL Bb f�A\fh SUMMER CALCULATIONS JF✓M 1ee�D4%4 4�A dF.%4�Y tY!4 d4 IA!M 1k KM%4 d�6J.�F At d�4.BM%b AY Fk IA dot.NY�6M%�.�+a.6r4.X1.BN dF Ok Al A.I4 dM 14.ik I4 F�%k lM%N uY4 C4 N4.6M drh 6A%4.A\dY P4 BY I4 6M IJiN d4✓6,IA 1V.%4 04%�LY dM B4.%6 L�91.da+�i dM d4 BASE --------------- -- ORIEN AREA ;x 13S1 M = POINTS TYPR SCS OS EN AREA x SPM x SOF PO NTS ------ ------------------------------ --------------------------- ----------------- N 35 . 00 Cox5 . €3 2303 . 0 ; 1.TB L CIS N 9 . 0 35 . 3 , 61 21V () , 1T FBI, CIC,R N 4 . 0 38 . 76 116 . 8 DT31, C:l R N 1 1 . 0 3€3 . 3 . 84 359 . 13 1:TB1., C:LR N 1 1 . 0 38 . 3 . 84 355 . C? 84 . 00 65 . 8 5527 . 2 DBL C LM". C; 2€3 . 0 79 . 7 . 89 1993 , 6 L113 C_, (:1.,)? } 1 5 . CT 79 . 7 . 96 1150 . 7 1;TT3L CIN T? 15 . 0 79 . 7 . 96 1150 . 7 DBL C LR E? 13 . 0 79 . 7 . 86 €391 . fT 1.,1I31, C11.1 R K 1 `.3 . CT 79 . 7 . 86 891 . 0 89 . 00 65 , 8 5856 . 2 UBL CLR 40 . 0 66 . 2 . 85 2250 . 8 URL CIS S 40 . 0 66 . 2 2250 . 8 l: BL CIS S 9 , 0 66 . 2 31 4230 Cl W 25 . 00 65 . 8 1645 . 0 DEL C1la1? W 15 , 0 79 . 7 . 96 1 150 . 7 11131, CTLR W 10 . 0 79 . 7 06 6 685 . 4 ._ .....-_ _ .. .... _ . .. _ .. . . . _... . - _... _. _ . 1 5 x COND. FLOOR 7 TOTAL GLASS = ADJ . x Cr1.,ASS ADJ CLASS i CLASS AREA AREA FACTOR POINTS POTNTS POINTS 1 � 1 , 592 . 00 23VQ0 Q0 1 . 025 15 , 331 . 40 I S , 71 3 .04 13 , 87004 NONGLASS........_.._......._........._...-.._._..... x }3,x1 M ..... P T INTS "l'Tr'PF R-VALUE AREA x SPM = POINTS ------------------------------ --------------- --------------------------------- W A L to----------------- Ext _._...... _......._-_...........Ext; 1275 .0 . 9 1 1 47 . S Ext: Wood Frame 1 1 . 0 1275 . 0 1 . 70 2167Z, Adj 182 . 0 . 7 127 . 4 Ad j Wood Frame 1 1 . CT 1 €32 . 0 30 127 , 4 DOORS.._.............--_...._.........._ -._.._.-_.. FxL 20 . 0 6 . 1 122 . 0 Ext. Insulated 20 . 0 4 . 10 820 Ad.:i 18 . 0 2 . 4 43 . 2 Adi Insulated 1 €3 . 0 1 , 60 282 CEILINGS q.iA 1039 . 0 . 6 623 . 4 Under Attic 30 . 0 1044 , 0 . 60 626 . 1; Under At: l: i f:� 19 . 0 194 . CT 1 . 1 0 21 3 . l`4 FLOORS RS--------------- Sib ...--........ -..-........._.._-........-Sib 140 . 0 37 . 0 5180 , 0 sl awn....C;rad, . 0 140 . 0 -4 1 . 20 -5769 . 0 ]tsd 16 . 0 --4 . 0 .. 63 . 8 R d Wood r1t1; 4iennt: 19 . 0 16 . 0 . 40 6 . 4 1 NVIL,TRA'T' CTN...-----__-- 1 ' 92 . 0 9 . 0 12,7136 . C1 Practice #2 1592 . 0 €3 . 00 12736 . 0 TOTAL SUMMER POTNTS 25 , 268 . 70 ; 24 , 095 , n TOTAL x SYSTEM :: C1r:70.L l NG. ; '1't)rIAL x CAP x DUCT T x tiYC'Y',I"TQM x CRr?1 TT _L COOLING SUM PTS MClLT POINTS S CC MPON RATICT MALT MULT MUL'T' POINTS -------------------- ------------ --- ---------- -------------------------------- ---- 5 , 268 . 70 . 37 9 , 349 . 42 ; 24 , 09S . 95 1 . 00 1 . 070 . 340 1000 f 00 8 , 766 . 1 1 9u,pe dV.1A!4 d4 dA 1C CV B�dA I6 dY 84 aa'Y�.%6 dC aC',rC iC''C 04 4�i RA`r�lA%k{Y%b d4.!C 9k J4.din J6�04 JM P��F°dY,B�!y,Iy M R4.66 0!.%�BY4!C IF 4R!ydF I'u AC Fk CA%i.t4 kA ON AN%t�P IM N�M%C NM du�d%I4,'�/�M 04 S4�Jb k Iy. WINTER lINT E R CALCULATION'-;: T. B4�l4 4k B4 M A6 4M%6 Mn dA�✓M'�+04�BSM WM!C%C IC!h JC d4.JF JC!A dk 4A lM%N d4 4A 00 Ak h dY AC nC A�`A%C%C?M 6Y M.IF lC[M AA�Oy�Ok�PA I�i i4�C dN�JA`OC AP%F 6P f�r 6V,%G✓6.%u:s"i.n eC'e�G'eC iC iC eC s'�o.+y"iA`<w rt BASE _...: AS-BUI:LT CLASS AREA x BW9'M = POINTS TYPE CYC. ORI EN AREA WPM s% WOF POINTS ------------------------------------------------- --------------------------- ----- N 35 . 00 -10 . 6 -371 . 0 D li T, CLI?I? N 9 .0 7 . 3 1 . 61 105 , UBT., €1,R N 4 . 0 7 . 3 1 . 36 39 , 8 UHL CL:(? N 1 1 . 0 7 . 3 1 . 23 98 . 8 TII3L C:T_R N 1 1 . 0 7 . 3 1 23 9801 h: 84 , 00 -10 . 6 fIBL CIM E 28 . 0 -9 . 2 . 70 _„181 . S €39 , 00 - 10 . 6 _.943 . 4 ; UHL C:;LR S 40 . 0 --2€3 . 4 . 93 - 1059 . 0 I)I3I. C:;I A? C:; 40 . 0 --28 . 4 . 9'3 -1059 . 0 UHL CLR S 9 . 0 --28 . 4 ' 81 -207 . 01 W 25 . 00 -10 . 6 -265 . 0. 0 UHL C;LR W 15 , 0 --9 . 2 . 89 p)I3 L C.L R W 10 . 0 ,.,9 . 2 . 62 ,,.57 . 0 - ---. _.- - _ . ... . 1 5 x COND. E`T.,C)C)R f "T'OT'AL GLASS M ADJ. GLASS = fil.l:l CLASS GLASS AREA AREA VAC;TOR POINTS POINTS POINTS . 1 5 1 , ,59`a . 00 233 . 00 1 . 02b 2 , 469 . €30 -2 , 531 . 29 __2 , 7 ?4 . 9'3 AREA x RWPM = POINTS TYTxI; R -VALUE AREA WPM = POINT,'-; - --------------------------------- -------- -------------------------------------- WATaLS_,-.....,..,.....,._.---__-.._..-..._.. -.....-_ I;xt: 1275 . 0 2 . 2 2805 . 0 Ext Wood Frame 11 . 0 1275 . 0 3 . 70 4717 . 1` Ad j 182 , 0 3 . 6 655 . 2 Ad::I Wood Frame 1 1 . 0 182 , 0 3 . 60 655 . ,.*.', F:xt. 20 . 0 12 . .`.3 246 . 0 Ext:: Insulated 20 . 0 8 . 40 168 .. 0 Adi 18 . 0 11 . 5 207 . 0 ASIX I satated 18 . 0 8 , 00 144 . 0) CEILINGS [IA 1039 . 0 1 . a 1246 . 8 Under At: t:h-,, 30 . 0 1044 . 0 1 . 20 125201 Undor AWc 19 . 0 194 . 0 2 . 00 388 . 0 i Vii. b 140 . 0 8 . 9 1246 . 0 Slab-on-Grade . 0 140 . 0 18 . 80 6 33 ,0 Rrsd 16 . 0 1 . 0 15 . 4 ; R:sd Woad Adjacent: 19 . 0 16 . 0 200 '35 . ;? INFILTRATION-------- --- 1592 , 0 ....,.........-.-._....-_,.. --- 1592 , 0 7 . 4 11780 . 8 Prac l ce #2 1592 . 0 7 . 40 11780 , 8 TOTAL WINTER POINTS S 15 , 670 . 88 10 , 037 .7 TOTAL 5} SYSTEM - HEATING I'()'('AL x CHAP x DUCT x SYSTEM x CREDIT = RHATCNC, WIN PTS Mi:IT_T POINTS C OM:I ON RATIO Mq:TLT MT7T: T MULT PO l N`S ---------------------------- ----------------------------------------------------- 15 , 670 . 88 . 55 €3 , 61 8 . 98 ; 19 , 037 , 57 1 . 00 1 . 070 . 472 1 . 000 9 , 614 , 74 a,.a,.a.a.a.a.s.a.s..s.s.s.s a.s„.u.s.s..a.a..s..a.s.s.s.a..s.eG�`xG eG"rG aK"mN eG sG"ar4`. C'iG"1:"x"'J"jrG"x"r''a"a cro".sa"'.x«a.iG iG"�G eG i�."✓G sw eG iG'�i n:aG sG"�C.eG iG.sG ar i ea v."n"uF ai aS s""r”a. 9V,JM BY.dA AM I4 AF A4.dA BY i\Ak J'e J4/V.JN JA I4 rt BA dA BA/b/k A 9\14 d I\BY J4 dw/4.d\ /4.BM I.✓k J4 .).. .,y WATER HEA TING YG eG%G A./yfi.daG JG BA B4 IG JF OG J0.�IM%k CG%G DG AG IG 1M A'�V.!6�N RG dG to✓G%k dk dY%G l4 dale.✓M afG>Y:rG srN fG 4G d�F OG✓G I4�LYG%�k%4.IG etG%N F6"�.F.Pk A4 aIH�44 1G IM lG%F✓Y./a`6.Ip IM%k alM�✓iG 6F 9i:n'ii n s�:si.7:ii. BASE AS—BUILT NUM OF' x MUL11' TOTAL TANK °4J[,MMI! EF TANK MULT x CREDIT TOTAL --------- --------------- ----- -- ----- -- -- ------ - - ---------------------------- ------ 3803 . 0 1 1 ,, 409. 00 30 M 1 . 000 3638 . 7 1 . (10 10 , 916 . 00 rrh aM!Y%k 1G aJl^i>rF h.HG SIF iF.1M<�.0A%G#G n OG AG AG 4G!G d4 eG s.G BM 9t:J'.'9rG Y\�G AN OF FA RG RG lG J®®GII✓��4/qj'OppY�,1/G{4gG}d4.�F ft fxM YM tl1�IA dk aIF AG AG K.4M GM1.J"rG.I4 iC iw'n'eG iC iG iG ei,iG iM s«n":u.d^xi.ia`iM'iA"uG n�eG'«F' AA�YG M.K dM iM I1.fG AA 04 fG 8G OG OG Op IV"sr<'<G iF a\n aY`iG iG iG d`ri.'we n n rA'B4 AG IG'%1.84.44 ll�.✓N Pp dG>k IY BG 4k O4?G%G BM dG lG.JM�%h s%s4.eN"aA"eG ia`B''C.iG:R iG"L"dxG aG iG F,;/'rG iF`iGsv�',nsrY`n n'e:iG is;C: BASF AS—BUILT ( })01x f N(3 HEATING HOT WATER TOTAL COOLING HEATING HO WATER ''1 OTNI. POINTS ..w Po I NTn llO C NTS POINTS S POIN f S .F. Pt:I..L.INTS I 1.y(:xlNTS Po i CF11' i 9349 . 4 €61 4 0 11409 . 0 29 , `at'740 8766 . 1 9614 . 7 10916 . 0 2t 296 , €4 ix aC e.;"drG ia'nG aG sG iG a4'�o`vG n n-9G n'.n: i""se ea s•a.ar..s,s,a.s..�G a.s,.oiM srG s.s.. fi Y dV. N dN/4 d4 4 IF dY ON B4 RNNRQV C1J4 OF. For de La i I od i n furmaL i on of the RPI rating number, or for any ITEM listed , ask Your Builder for, EPT= 99 . 7 DCA Form 6QUA-93 or Form 60011-93 0 10 20 30 40 50 60 70 no go 100 - -------------- - -- --- ------------- ------X- i i Tho maximum allowable EPT is 100 . Thn lower tho NPI the more efficient Ge IhorYe RESTUENTIAL ENERCY PERFORMANCE RAT[NG SHERT ITIM HQMR VALUE Low Efficiency High N icienev SINGL CLR DRL UN'T WINDOWS . . . . . . . . . . . . . . . . . . . . . Doublo Cloar .......... ...X------- TNSULATION . . . . . . . . . . . . . . . . . . R-1 Q R-30 Coiling R-Value . . . . . . . . . 3 0 A : -------------- ------C R-0 R-7 Wall R-Valuo . . . . . . . . . 11 . 0 j ---- ----------------X: h' 0R... 19 Floor R-Valuo . . . . . . . . . 0 , 0 ix.................... AIR CONUTTfONRR . . . . . . . . . . . . . 10 . 0 SEER 17 , () SEER . . . . . . . . . . . . . . . . . . . . . . Joy .. .. ........ ........ HRATLNG SYSTEM . . . . . . . . . . . . . 60 HSPF 12 . 0 Electric HSPF 7 ------------------- WATER HEATER . . . . . . . . . . . . . . . . 0319 0 . 96 Electric EF . . . . . . . . . . . . . . 0 , 92 ----------X-- -------- V54 0 , 90 G'a . . . . . . . . . . 00 -------------- 0 . 40 V80 Solar EF . . . . . . . . . . . . . . - - ------------ OTHER VRATURFS . . . . . . . . . . . . . . T certify that these energy saving fvat.ures required for the Florida Energy Code have been installed in Gis house . /SC dro" : Svd . Pdl* Y-Lu-0--114911- Signatur, Florida Energy- Co-do fir Building Construction - 1 99 3 41"rida Department Of Community Affairs FL-NPL CARD93 SERIAL # 7116 04-02- 1996 WHOLE ROUS!.,, HEAT GAIN / HEAT LOSS CALCULATjON USING FLURES( c) DATA FILES ( BASED ON A .C .C . A . MANUAL J - SEVENTH EDITION ( c) 1986 by A .C .C . A . ''! Project name 1592 Address LOT 112 SELVA LAKES City/State NEPTUNE BEACH , Fl.1 . Owner Builder NORTH FLORIDA CLASSIC HOMES HVAC conLr . McGOWAN' S AA'; Cond Fir Area: 1592 SF * GLASS/SF RATIO 15% * Housv Faces : East * Climatic Conditions A Dosign Conditions * -------------------------------------- - -------------------------------------- Geographical Location : Florida I Jacksonvi -lic --------------------------- ----------- ------- ---------------------------------- North Latitude I Elevation 30 Deg . 24 Ft . Above Sea Level Outdoor Winter Dry Bulb 32 Deg . J,,' Indoor Winter Dry Bulb 70 Dog . Winter ( Actual ) Tomp .Diff , 38 Deg . F WinLer Temp . DifE . (wTd''j 40 Dog . -F Outdoor Summer Dry Bulb 94 Deg . I, Outdoor Summer Wet Bulb 77 Deg . iT Outdoor Summer Hum . Ratio Gr/Lb 114 Indoor Summer Relaltive Hum . so% indoor Summer Design Gr/Lb . 49 Indoor Summer Dry BullI 75 Deg . F Summer Daily Rang(--., IQ Uog . F M Summer ( Actual ) Tomp . Diff . 19 Dog . H, Snmmor ( User Sell Tomp .DifF . ( sTd! 20 Dog . F --- --- -------------------- -------------------------------------------------- * HEATING SUMMARY * R1592 XAT * COOLING SUMMARY * SUBTOTAL 25783 . 35 ! STRUCTURE SENSIBLE 16526 , 0.3 ! MECH .VENT- 200 Cfm 4180 . 00 ISENS . + MECH ,VENT 20706 . 03 ITEMP . SWING @ 3 URG . a 1 . 00 : OCCUPANTIAPPLIANCE 3000 . 00 UtR7F 1XISS 1209 . 17 jUUCT GATN 2370 . 60 TOTAL LOSSIRTUH 27072 . 52 :TOTAL SENSIBLE 26076 . 69) ! TOTAL LATENT 10435 . 82 : SENSIBLE + LATENT 36512 . 0, 20% OVERSIZE FACTOR 5414 . SO : 20% SENS .OVRSZE FTR : 5215 . 13 ACTUAL + 20% OVERSIZE: 23706 . 03 JENS . + 20% OVERSIZE: 31291 . 96 HTG FTR = 43 . 2 CIA FTR = 22 . 7 : CLG DESICN CFH 1149 . 76 FqUTPMENT SELECTION * UQT MANUF CARRIER CU MOD # 38YVB036-3 AHU MOD # PA4ANP03600 HHG INP/BTUI]. HTG OUTP/BTUIJ AFUF/HSPF 7 . 2 TYPE HP SENSIBLE BTUll LATENT BTU34200 TTL CIA BTUH 34200 "I TNA 2 . 8 ( SIERR 10 CIA CFM 1200 HTG CFM 1200 Florida Building knorgy-Micioney Rating Systems for New Residential Buildings Ratprs Name : GTLBERT MTLLER Raters Certification A 044 Street Address : LOT 112 SRLVA LAKES City : NEPTUNE BFACH , FL County : No CounLy Tnpul.. Climato Zone : NORTR End Use Fuel Costs Site Energy Energy Score Site Costs Cost ?corp $ Mt u % $ % cooling: 23 . 7,33 M8 76 209 74 hoating : ?3 , 73 9 . 7 86 229 74 Lighting : 23M 3 6 42 86. 36 Mise : 23 . 73 7 . 8 63 185 60 Rofrig : 23 . 73 5 . 13� 42 126 37 ROL Water : 23 . 73 12 . 4 40 291, 14 Dryer ; 23 , 73 2 . 6 65 61 27 Stove : 23 . 73 M 65 51 13 Pool : 2 3 . 7 01) 0 0 0 TOTALS 52 . 3 70 1241 58 Estimated Annual Site Energy Use 52 . 30 MBtus Estimated Annual Purchased Enorgy Cost $ - 1241 . 18 Total Energy Rating (Energy Score) - 70 =3 Total Cost Rating ( Cost Score) = 57 . 62 Rating Range Low Use Low Cost High Use High Cost Mt I't $ MBtu $ Cooling : V9 41 30 , 5 680 Heating: 2 . 6 57 54 . 7 731 Lighting : 1 . 1 24 5 . 4 121 M J sc : 1 . 8 40 1 Fl . 1 403 Refrig . : 1 . 4 30 V2 18211 Hot Water : 1 . 1 ill 20 . () 3 39 Dryer : 2 . 1 20 3 , 4 76 Stove : 1 . 8 17 2 . 9 69 Pool : 0 . 0 0 0 . 0 0 TOTALS 13 . 7 241 143 . 4 2601 OWNER/AGENT, — — RATRI�' y_ DATE DATE APR 02 '96 08:09 CLARSON 675 P02 MAP SHOWING PLOT PLAN OF LOT 112. AS SHOWN ON MAP OF SELVA LAKES UNIT THREE AS RECORDED IN PLAT BOOK 44, PAGES BO THROUGH GOD OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: SHAFFER AND SONS ENTERPRISES BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE A13OVE MENTIONED PLAT, 1 1996 LOT 110 (UNIT THREE) T 9L J irk q N08"21*59"yy Zn Gti 35.00' °'' �r i -- /S"Aq[mp- �i 's• \ o�+4, 47 Gaun� � Ftij, No. U \ h 00lAil QPc 's i M r � v 3 n N 15"PA6Ar e-� uj VON Lu z - Na 06-1 Lo r2 $ 0, '4x - s Li v oIL � 140 C0 U 4 M G\��PS4 �'�g W Y (n J e7 141 h 0A a� > P.R.C.Li N less ln Opp - LITTLE CYPRESS KEY ( CUL-DE-SAC ) �FLOPP�D"" FLOOD CERTIFICATE: THE LOT SHOWN HEREON IS IN FLOOD PREPARED BY: TC INC.MAPF COMMUNITY PANEL N0.x AS SHOWN 000 DTHE O�DATEDR4-17-8 9.CE E CLARSON AND ASSOCIATES, GSA I DATE: I'�l/a'. �L 2 1996. PROFESSIONAL LAND SURVEYORS 1643 NALDO AVENUE SCALE: 1. - 20' JACKSONVILLE, FLORIDA, 32207 APR 02 196 08:09 CLARSON 675 P02 MAP SHOWING PLOT PLAN OF LOT 112. AS SHOWN ON MAP OF SELVA LAKES UNIT THREE AS RECORDED IN PLAT BOOK 44, PAGES 6o THROUGH 609 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA_ FOR: SHAFFER AND SONS ENTERPRISES BEARING REFERENCE: BEARING SHOWN ON RIGHT—OF--WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. I > �4 R 171996 �Isi1p^1i,^yy n LOT 110iO (UNIT THREE) �r9 � N08'21159,1 in h 35.00' 2 �S' 4, 47 4. 4 4r !,O lo' �y► h T!2 0 3o'/S"Rd6/f IN ui 0 65) f` '3 3 O J IL q LoCb M k Olt Wt 1 �� Q ,4' �• .� P.R.C.LLJ N *� *i ¢ � A � G�,11 � P.R.C. ?' P.R.C. o0 LITTLE CYPRESS KEY ( CUL--DE-SAC ) FLOOD CERMF1CATE: THE LOT SHOWN HEREON IS IN FLOOD PREPARED BY: ZONE "X" AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC. MAP, COMMUNITY PANEL N0. 120075 — 0001D , DATED 4-17-69. DATE: /�/�it��l 2 1996. PROFESSIONAL LAND SURVEYORS 1643 NALGO AVENUE SCALE: 1~ 20' JACKSONVILLE, FLORIDA, 32207 i W T5 a n Ts 10 ' 8° c o T7 T O O .� O N �• o Ln T"i u 12 TH IV r12- 5 - ET c H!N 5 ' 8" a o T3 O .A. T2 2 ' 8" i aF-SIGNER: JIBE HOLMES LUMBER Jos � SHAFFER6-1166 DATE: 04/06/96 TRUSS n CUSTOMER: SNAPPE6 SONS CNKNEBY: fAtpptHONE gR00 ROOSEVELT v0. PROJECT: ipgs2A2 SELVA LAKES PLAN M JACKSONVILLE, FL 32244 (904) 772-6100 FAX (904) 772-1973 SIMPSON STPONG-TIE SIMPSON STRONG-TIE IKTAIL HALF OF M •_SDG FgTE•E•S 6 EA[M 6„ tw v srav - .-e. I A-Eoar✓ CONN, UPLIFT US NN. UPLIFT U2 H5 /551 EACH MTSi2 1 12000 SIMPSON STRONG-TIE IPS N 5 ON -1«S4 ..ALF D< •fTWIR I,EAC« WOF STM. - all StK MAILS x 1qY MIN 00 1 PLT 0/ SANE SIZE S WAD[WAS TO SACK SIDE NK'LO _ r/ %as 6 2• D.C. ,•-,od e.c NAILS DOWNLOAD UP IF NN. P! TGT !0 7 16 3 66 H1 - (2) MTS121 20001 1 U3 760 33156 11550#1.uw SIMPSON STRONG-TIE SIMPSON STRONG-TIE ... /. rRppF ROOF •J: GIROER •/ GIRDER . DETAIL DETAIL 22 NA III ]S"ILS A MILS 10 NAILS NA ON Ap UPL F H2 NAILS N AD P IF H3 70D x2991 76606 100 66/01 21996 160 1 51806 1 160 80006 26506 .. SIMPSDN STRONG-TIE SIMPSON STRONG-TIE1 0 I ® IKT•LL NILS Toµl0+ KNIZM".OIEWXT OF fC1fSOM TAM. tC2.•-foe � ry 'C2c S-106 OF r A } i B AN HANGER / DETAIL NAILS 1DOWNLOADIF iC26 5-100 tOo 1 94086 13P7AF1 H4 UPLIF TCC 901 H6 160 -113356 39456 . LOADS 7C26 7/06 PERT 1CµLFKTN • • .« O 0'-A' b MACIK •'-S' 2F.ex SD. OI.E t'-fi'2'S Ax SO. 1 / 121 2u R 30. r� Ir-i.• 2u or So.p.vI.E/ 1:f 0.so. .9w 6wclK e l� dT I?•Tat«.tls•s•D.C. sTu. C ` IM.S'O.C. I 36'O.C. N `6A61E AON MKIK PALM 1pP TD pTTON ?A.OU7L00•FRS TYP. O 11•t- r•OIE3 1 cn CONTINUOUS SUPPORT F 1 `1, A NEFEA 10 LAYOUT _ 01NEMI0N IS TO FACE OF STRIPER 1 7' NA, . 1 O r� T '6 U1 x•6 OF 160 NAlls 1j ~ S 1_�+•'j u 7 Mf T TDP CNORD u W s-eorroN C1toRo U13 ' 2T u F2 _L •� -:._._ -. i - En.tR o•c a rK.a.4.•FT•o•Strn• •� !' M - TKIE 0.ATE CC«itKOUS,AitML Y.CIK /./(„i /(��'' /F�� -(( •-�qq LDC'I IS T 2 O.C. ��/ "�•F CI /o• •� _ CCEPi•SLE •r'.CN r0 E•M TOP Z- Q VY'+ .• �•+� IfN t 1M IbS. .I)p..�+v M•.IK N•rE•,µ f0 6f :j \ SIIMLIEO..o iTAc.[a t . E«Os rD wIn24. QC �. \'\\••IEsr`- .oT« .LE s1n.D•r .•f•fCT20•CDNiO•CTO• '^ fl/ THRU T15 PIGGTBACK AREA SPECI.L K.IE IS!0 1E•TI¢CKC TO ..SE '"S 11. 10.«.ILS Eti«FACE F3 10 ' LE06.••.0•n•C.•.E«T RDOF GIRDER TO BE LEDGER *O Or.0 ^.... ..PRIOP TD LEDGER.1;•.ED r0 ALL BEING BUILT ON EKE Y SrU: TOP OF ROOF SYSTEM. it ♦«,EP-SEE CE TA I. FQ 71A77, Job: 6-116 OT 112 T1 0'8 BH Girder THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N xxWARNING! 4 UNPLATED JOINT(S)xx BOT CHORD 2x4 SP 02 N WEBS 2x4 SP 03 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) UPLIFT (LB): 360 380 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. TTRUSSODESIGNED FOR0010020.MPHBWIND. 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . #i HIP DESIGNED TO SUPPORT 02-08-00 JACKS WITH NO WEBS. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)=Uplift --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 = -455#(Jacks Only) I HUS26 = + 27510 -1286#00d 1p1y) MTS12 = -1000/ I HUS26 - + 3315/ -1550#(160 1ply) MTS12 - -2000#(2 Each) I HHUS48 = + 4299# -1660#(10d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 51801 -2000006d 2ply) MTT28B = -4455/(2 Each) (16011 HGUS48 = + 6640# -2199/(fOd 2ply) MST60 = -4688#(Per 2ply) I HGUS48 = + 80000 -26500(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#06d 3oly) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS ^�= 9'10"7 7'6"4 2'9"12 A 2'9"12 -�- — 7'6"4 9'10"7 4X4 1.5X3 1.5X3 1.5X3 1.5X3 4X4 4X4 12 d1 O 7 L,- 1.5X3 1.5X3 O to .5X3 1O 4X4 5X33 5X3 4X5 5X3 55X3 5X3 5X3 5X3 5X3 A:5 8. 4 i. X 1. X 1. X 5X 1. X 1. 1.5XX X4 3X4 �-2'1"12 20 8" L2 2'8" 15'4" 2'8" 431 431 Rv=12501 U=360# W=3"8 Rv=12211 U=3801# W=3"8 SEO = 103959 PLT.TYP3-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.3s SCALE =0.3108 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAPE X IMPORTANT**SHALL NOT BE RESPONS ISLE IF OR ANY WARNING IN HANDLING. ERECTION AND 04/08/96 TC LL 30.0 PSF REF`\4/�18/ '7 (� \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIB-91 BY /PT SEE THIS DESIGN �SurJ E i� TC DL / 0 PSF DATE 04/08/96 \\n UwVVt\U\ FAILURE 10 BUILD THE TRUSS IN LONF OgMANCE N1TN OSTBB BY TPI. FOR AOOITIONAL SPECIAL PERMANENT BRACING RE v10 .0 ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL +0 •0 PSF DRWG AAA6 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UM ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY AITACHF5606D PLYWOOD SHFATHING. BOTTOM CHORD x BC LL 0 .0 PSF / RAG CONNECTORS PER DRAWINGS 130. 150 I: 160A F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF T 0 T.L D. 47 .0 PSF D/A LEN. CONFORM N/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER S ALPINE TECHNICAL UPDATE 11/1/911 FOR PROPER C O IO I. SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATIONR . FURNISH A COPY OF THIS Q DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. GINEEaS x--TPI • TRUSS AT INSTITUTE, NOS - 1991 NATIONAL GNSPECIFICATION FOP WOOD CONSTRUCTION TT1T111. ISPACING see above TYPE COM N Job: —11 LOT 11 T2 20'8 Common THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2X4 SP 02 N UPLIFT (LB): 450 450 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.38 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, " WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 = -4550(Jacks Only) I HUS26 = + 27510 -12860(10d 1ply) MTS12 = -10000 I HUS26 - + 33150 -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 = * 42990 -1660100d 2ply) MTT288 - -37860(2 Each) (fOd)1 HHUS48 = + 51800 -20000(16d 2ply) MTT288 - -44550(2 Each) (16d)I HGUS48 = + 66400 -21990(10d 2ply) MST60 - -46880(Per 2ply) 1 HGUS48 - + 80000 -2650006a 2p IV) CS150 = -16500(Each) 1 HGUS5.5= +113350 -3945006d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS r10'4" + 10'4" 4X4 12 1.5X3 1.5X3 v L,- v to to 3X4(A1) 3X4(A1) 1--ol ' x x '--2- -}- 20'8" 2 Rv=11250' U=4500 W=3"8 Rv=11251E U=45011 W=3"8 TAG = T12 SEG = 103935 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 3 TOTAL = 3 REV. 17.3s SCALE =0.3145 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/08/96 TC LL 30 .0 PSF REF t XIMPGRTANTXX SHALL NOT BE RESPONSIBLE°FOR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM TNIS DESIGN OR 1HESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-9f BY TPf. SEE THIS DESIGN gr� � TC DL 7 .0 PSF DATE 04/08/96 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 ASTM GUIREMENTS. UNLESS 01HERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BF LATERALLY BRACEO WITH PROPERBL' LL 0 0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHINS. BOTTOM CHORD - CONNECTORS PER DPAWINGS 130. 150 6 16OA-F DESIGN STANDARDS WITH PROPERLY AtTACTEO RIGID CEILING -- SEE TOT.LD. 47 .0 PSF O/A LEN CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOP PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 . 33 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •--TP - TRUSS ATE INSTITUTE NO - 1991 NATIONAL DESIGN SPECIFICATIONFOR WOOD.CONSTRICTION "�IT,,,�1�� SPACING 24.0" T Y PE C 0 M N Job: (6-1168) LOT 11 T3 26*0 TRAY THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 450 440 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.38 25.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF, (A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO --------------------------------------------------------------- BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS " MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A (+)=Gravity (-)=Uplift SUITABLE SUPPORT BY ERECTION CONTRACTOR. --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. H5 = -455!(Jacks Only) I HUS26 = + 27510 -12860(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 = -20000(2 Each) I HHUS48 = + 42990 -16600(10d 2ply) SHIM ALL SUPPORTS TO SOLID BEARING. MTT288 - -37860(2 Each) (10d)I HHUS48 = + 51800 -20000(160 2ply) MTT288 = -44550(2 Each) (16d)) HGUS48 - + 66400 -21990(10d 2ply) MST60 = -46880(Per 2131y) I HGUS48 = + 80000 -26500(16d 2ply) CS150 = -1650#(Each) I HGUS5.5= +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13'10"4 `- 12'1"12 -( 4X4 N 12 3X4 X5 In in 7 L,- ID In CD (A) X4(A I) 3X4(A1) T 9 71— 8' 1.5X3 3X4 3X7 3X3 1.5X4 20'6"4 }- 5'5"12 �---2 26' - 2' --� Rv=11180 U=45011 W=3"8 Rv=12490 U=4401► W=3"8 Rv=3830 U=2000 W=3"8 TAG = T2 SEO = 103940 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.3s SCALE =0.2318 ALPINE ENGINEERED PRODUCTS, INC TRUSSES REOUIRE EXTREME CARE 04/08/96 TC LL 30 .0 PSF REF t *IMPORTANT** SHALL MOT BE RESPONSIBLE'FOR ANY ARNING IN HANDLING, ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 Br TPI. SEE THIS DESIGN .� VS ,, TC OL 7 •0 PSF DATE 04/08/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBO BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �O\\\ ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. 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 ATIACHED PLYWOOD SHEATHING, BOTTOM CHORD x BC LL O O PSF RAG CONNECTORS PER DRAWINGS 130. 150 6 IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE = STATE OF - TOT.LD. `+7 O PSF0 A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER P p" SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS 0 Rio Q.; F �C, OUR.FAc. 1 .33 IN OWLY, AIA SHALL NOT BE RELIED UPON IN ANY OT1£R MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEtT';� SPACING 24.0" SPEC --TP • T S PLAT IN T TUT NO " 1 1 NATI NA SIGN SPE FICATION FOR WOOD CONS/ T �TI�T T YPE Job: -11 LOT 11 T '0 TRAY GABLE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2X4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 320 460 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.33 25.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED DR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. ------------------------------------------- -------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (+)=gravity (-)=Uplift SHIM ALL SUPPORTS TO SOLID BEARING. ------------------------------------------------- -------------- xxx UPLIFT xxx I xxx HANGER xxx H5 = -4550(Jacks Only) I HUS26 = + 27510 -12860(10d 1ply) MTS12 - -10000 I HUS26 = + 33150 -15500(16(1 1ply) MTS12 = -20000(2 Each) I HHUS48 = + 42990 -16600(1Od 2ply) MTT28B = -37860(2 Each) (10d)I HHUS48 = + 51800 -20000(16d 2ply) MTT28B - -44550(2 Each) (16d)I HGUS48 = + 66400 -21990(100 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 = + 80000 -2650#116d 2ply) CS150 = -16500(Each) I HGUS5.5= +113350 -3945#116d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13'f0"4 ►I— 11'8"3 4X4 I. 1.5X3 1.5X3 1.5X3 1.5X3 1.5X3 12 1.5X3 1.5X3 7 1,,- 3X4 X5 v 1.5X3 1.5X3 Do 1.5X3 1.5X3 .5X3 1.5X3 1.5X3 5X3 5X3 5X3 3X4 (01) 5X3 5X3 I 5X3 ZA9 3X4(D 1) 5X3 5X3 X3 i.5X3 �{- 1'1'0'4 8' 1. X 1. X 1. X 1. X X3 X4 1. 3X7 1. X ;101.5X3 1. X 2X (D 1) 20'7"8 1 5X3 5'4"8 26 3X3 1.5X4 Rv=9490 U=3200 W=3"B Rv=13260 U=460# W=3"B Rv=169# U=200# W=3"B TAG = T3 SEG = 103938 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.3s SCALE =0.2984 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 0 4/0 8/9 6 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE'FOR ANV ARNING IN HANOLING, ERECTION AND 8 -7DEVIATION itgM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING SEE HID-9f BY TP1 SEE THIS DESIGNUS F�:�iTC OL / .0 PSF DATE 04/08/96 FAILURE t0 BU1lO THE TQU55 IN CONFORMANCE xITH OST80 BV TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALY STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 •0 PSF DRWG A446 GR D EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL Of LATERALLY BRACED WITH PROPER 5606 TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x BC LL 0 •0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ STATE of _ T 0 T.LD. 4 7.O PSF 0/A LEN. CONFORM W/APPLICABLE PROVISIONS OF IAS 6 TPI AN ENGINEER'S. ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER (O HI�a P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS �. Q OUR.FAC. 1 .33 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. tj`IEpS`� X--TPI_ TRUSS PLATE TMST I TUTE, NOS 1991 NATIONAL .SIGNS C FICA1 N FOR WOOD CONSTRUCTION '''�1I1 1111111 SPACING 24.0" ITYPF SPEC Job: -11 T 11 T4 6'0 TRAY THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2X4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 550 540 WEBS 2x4 SP #3 :W5 2x6 SP #1 N: BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO --------------------------------------------------------------- BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A (+)=Gravity (-1=Uplift SUITABLE SUPPORT BY ERECTION CONTRACTOR. --------------------------------------------------------------- xxx UPLIFT xxx 1 xxx HANGER xxx A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. H5 = -455#(Jacks Only) I HUS26 = + 2751# -1286#(10d !ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MT512 - -1000# 1 HUS26 - + 3315# -1550#06d !ply) MTS12 = -2000#(2 Each) I HHUS48 = + 4299# -1660#(10d 2ply) MTT288 = -3786#(2 Each) (10d)I HHUS48 = + 5180# -2000#(16d 2ply) MTT288 - -4455#(2 Each) (160)1 HGUS48 - + 6640# -2199#(100 2ply) MST60 = -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16(j 2ply) CS150 = -1650#(Each) I HGUS5.5= +11335# -3945#060 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13'10"4 12'1"12 4X4 In 12 3X4 X6 N In 7 L,,- in � m (A) X4(A1) 3X4(A 1) 8 TT g. 1.5X3 X4 3X7 3X4 26' �--2 26' 2' --{ Rv=13750 U=55011 W=3"8 Rv=1375# U=54011 W=3"8 TAG = T1 SEO = 103942 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 3 TOTAL = 3 REV. 17.3s SCALE =0.2401 ALPINE ENGINEERED PPOOUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/08/96 T C LL 3 PSF REF x I MPOR T AN T X N SHALL NOT BE RESPONSIBLE'EDR ANY A RN I NG IN HANDLING, ERECTION AND n TC DL 7 .0 PSF DATE 04/08/96 \v^"N DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE N[B-9f BY TPI. SEE THIS DESIGN ��VS FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 0ST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE f/ ''� 0� ALPINE CONNECTORS ARE MADE OF FOGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ - BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NO1E0. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 p O O PSF RAG rRt55 AND UNLESS OTHERWISE(DCA IED ON THIS DESIGN, POSITION LY ATTACHED PL YMOOD SHEATHING, BOTTOM CHORD x B�' L(- CONNECTORS PER DRAWINGS 130. 150 C 16OA-F DESIGN STANDARDS WITH PROPERLY AITAC{M.D RIGID CEILING -- SEE - STATE OF _ LUR D. 47 .0 PSF D/A LENCONFORM W/APPLICABLE PROVISIONS OF NOS C TPIAN ENGINEER'S ALPINE TECHNICAL UPDATE (7/11911 FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �' Q'� AC. 1 .33 IN ONLY, ANO SHALL NOT BE RELIED UPON INANY OnffR MAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. GISPEC ECW TPI • T 5 AT INSTIT T 3991 NAT( NA C F CAT ON F R WNG 24:0" T YPE `"'�`-`� .10 b: -11 T 11 T5 '0 HIP 7 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) TOP CHORD 2x4 SP 02 N UPLIFT (LB): 1020 1020 BOT CHORD 2x4 SP 02 N BRG.LOC (FT): 0.00 25.71 WEBS 2x4 SP 03 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUILDING. BEARING BLOCKS: NAIL TYPE: 0.131x3.0-9-nails --------------------------------------------------------------- BAG X-LOC *BLOCKS LENGTH/BLK !NAILS/BLK TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 0 0.000' 1 12" 1 (+)=Gravity (-)-Uplift 1 25.708' 1 12" 1 --------------------------------------------------------------- NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. NNW UPLIFT NNW 1 Wxx HANGER xxx BEARING BLOCK TO BE SAME SPECIES, SIZE 6 GRADE AS CHORD. H5 - -4550(Jacks Only) I HUS26 - + 27510 -12860(10d ]ply) MTS12 = -10000 1 HUS26 = + 33150 -15500(16d Iply) DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. MT512 - -20001(2 Each) 1 HHUS48 - + 42990 -16600(10d 2ply) MTT28B - -37860(2 Each) (10d)l HHUS48 - + 51601 -20000(15d 2ply) 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. MTT286 = -44550(2 Each) (16d)l HGUS40 - + 66400 -21990(fOd 2ply) MST60 - -46880(Per 2ply) I HGUS48 - + 80000 -2650f1 16d 2ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" Q.C. CS150 - -16500(Each) I HGUS5.5- +113350 -39450116d 3ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS - 7' �- 12' -� --7 --� 4X8 X 3X4 4X8 T T 12 1.5X3 1.5X3 in 7 in v v 3X8(8 1) 3X8(B 1) A'5 9 x4 x 4x4 x4 26' �--2 26 2 7' 12' 7' -2 911 -2 9A Rv=261711 U=102011 W=3"8 Rv=261711 U=102011 W=3"8 TAG = T7 SEO = 103932 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.3s SCALE =0.2586 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/08/96 T C LL 30 .0 PSF REF )()(IMPORTANT*)(SHALL NOT BE PESPGNSIBLE'FOR ANY WARNING IN HANDLING. ERECTION AND II/i11j (\ DEVIATION FROM THIS DESIGN GP THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN11�us TC DL 7 .0 PSF DATE 04/08/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - 10 .0 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL PSF DRWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - p 0 .0 PSF RAG TRUSS AND ARTLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W 8C LL CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. OESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE of _ T 0 T.L D. 47 .0 PSF D/A LEN. 26-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEEP'S ALPINE TECHNICAL UPDATE (7/1/911 FOP PROPER (0 nlaIT SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .' F Q " DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. GINE It --TP A7 INSTITUTE NOS • 1991 NATIONAL SIGN FICATION FOR WOOD CONSTRUCTION 1TISPACING see above TYPE h i p S Job: -11 LOT 11 T '0 H 9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 550 550 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/36O LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)-Uplift --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 = -455#(Jacks Only) I HUS26 = + 27511 -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 = + 3315/ -1550/060 1ply) MTS12 = -20000(2 Each) I HHUS48 - + 42990 -1660#00d 2ply) MTT28B = -3786#(2 Each) (100)1 HHUS48 = + 51801 -2000#(16d 2ply) MTT288 - -44551(2 Each) (164)1 HGUS48 - + 66401 -2199#(1Od 2ply) MST6O - -4688#(Per 2ply) I HGUS48 - + 8000# -26501(16d 2ply) CS15O = -1650#(Each) I HGUS5.5= +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS f- 9 8 + 9 I 4X5 X4 4X5 ul 12 1.5X3 1.5X3 !E' i. 7 i� In �n 3X4(A i) 3X41#31 4=s 9' X X 26' �- 2 26' 2' -� Rv=1375# U=5500 W=3"B Rv=1375# U=550# W=3"8 TAG = T6 SEG = 103944 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = i REV. 17.3s SCALE =0.2586 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/08/96 TC LL 30 .0 PSF REF **IMPORTANT**SHALL N07 BE PESPONSIBLE'FOR ANY WARNING IN HANDLING. ERECTION AND 11IIIII (� \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN `T1IACs E'Ti� TC OL 7 .0 PSF DATE 04/08/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05786 BY TP1, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v© p�+ 10 .0 1 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 •0 PSF ORWG F�♦ A446 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 56060 .0 pSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACIIFO PLYWO00 SHEATHING. BOTTOM CHORD x BC LL CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY AITACHED RIGID CEILING -- SEE = STATE of _ T 0 T.L D. 47 .0 PSF 0 A L E N. CONFORM W/APPLICA6LE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER L D R10p SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F e ouR.FAC. 1 .33 IN ONLY. AND SHALL NOT 6E RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INET -TP - T PLATE INSTITUTE. NOS 1991 NATIONAL ] SPECIFICATION FOR WOOD CONSTRUCTION TIT �I'� SPACING 240" T YPE HIPS Job: 6-116 OT 112 T7 '0 HIP 11 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 540 540 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, DEFLECTION CRITERIAWITH DEAD IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OROFULLY OPEN BUILDINGAD OF 5.00 PSF ). THIS STRUSS.00 SMAY NOTBELOCATED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gra-ity (-)=Uplit --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 = -455#(Jacks Only) I HUS26 = + 27510 -12660(10d 1ply) MTS12 - -1000# 1 HUS26 = + 33150 -1550#(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(10d 2pIyI MTT288 - -37860(2 Each) (10d)I HHUS48 = + 51800 -20000(16d 2ply) MTT288 - -44550(2 Each) Mall HGUS48 - + 66400 -2199#(100 2ply) MST60 = -4688#(Per 2ply) 1 HGUS48 = + 8000# -2650 6d 2ply) CS150 = -1650#(Each) I HGUS5.5= +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4' 4X5 4X6 12 1.5X3 1.5X3 m 7 m to � F53X4(AI) 3X4(A I) y X X4 3X4 26' 2 26 2 Rv=13750 U=54011 W=3"8 Rv=1375# U=540# W=3"8 TAG = T5 SEG = 103946 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.3s SCALE =0.2586 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CAPE 04/08/96 T C LL 30 .0 0 PSF REF X I MPGR T A N T**SHALL NDT BE RESPONSIBLE'FOR ANYWARNING IN HANDLING. ERECTION AND — (� 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BPACING. SEE HIB-91 BY TPI. SEE THIS DESIGN gin 1TC OL 7 -0 PSF DATE 04/08/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS APE MADE OF 20G4 GAIV STEEL MEETING ASTM OUIREMENiS. UNLESS OTiffRWISE INDICATED. IDnBC OL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER �+TRUSS ANO UNLESS OTHERWISE LOCATED ON iH[5 DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDBC LL 0•0 PSF / RAG CONNECTOR$PER ORAWINGS 130. 150 6 1Fi0A-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 47 .O PSF D/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1(911 FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATIONFURNISH A COPY OF THISDUR.FAC. 1 .33 1N ONLY, ANO$HALL Aqi BE RELIED UPON IN ANY O/MER MAY. DESIGN 10 1ME TR1155 ERECTION CONTRACTOR. SPACING 24.0" HIPS X--TP - TRUSS Ai INST TUT NOS " 199 NAi A DES GN L F Al N F R C NSTRUCTION ��II ITH'�` T Y PE Jo 6-1 LOT 11 Ta 26-0 Common THIS DWG. PREPARED BY THE ALPINE JOB DE IGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 540 540 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT, WITH OF 5.00 PSFDEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSEDDOROAD FULLY OPEN BUILDING]. THDISS.00 TRUSSSMAY NOTOBE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)=Uplift -------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 = -4550(Jacks Only) I HUS26 = + 2751# -1286#(10d ]ply) MTS12 = -1000# ( HUS26 = + 33150 -1550#(16d ]ply) MTS12 = -2000#(2 Each) I HHUS48 = + 4299# -1660#(10d 2ply) MTT288 = -3786#(2 Each) (IOd1f HHUS48 = + 51809 -2000#(16d 2ply) MTT288 - -44559(2 Each) 0 6d)I HGUS48 = + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 = + 8000# -2650#(16d 2p1y1 CS150 = -16509(Each) I HGUS5.5= +11335# -39450(16d 3ply) ----------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �= 13' -f 13' 4X4 In 12 1.5X3 1-5X3 in 7 n � 3X4(A1) 3X4(AI) X4 3X4 3X4 26' E _2 26 —- -�- 2 -I Rv=1375# U=540# W=3"8 Rv=1375# U=540# W=3"8 TAG = T4 SEO = 103948 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.3s SCALE =0.2586 ALPINE ENGINEERED PRODUCTS, INC TRUSSES REQUIRE EXTREME CARE 04/08/96 TC LL 30.0 PSF REF X I MPGR T A N T)(K SHALL NOT BE RESPONSIBLE'FOQ ANY WARNING IN HANDLING, ERECTION AND {fin �S F TC DL 7 .0 PSF DATE 04/08/96 \vA N DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN n FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS188 By TP7. FOR AOQIT]ONAC SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 2064 GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 •0 PSF DRWG A446 GR 8 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED NIT"PROPER - $g06 - O O' PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SIIIAIRING. BOTTOM CHORD x BC LL CONNECTORS PER DRAWINGS 130. 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF _ T 0 T.LD. 4 7 •0 PSF D A LEN. CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'5 ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER F P, SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O RQ 10 "`� F DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER NAV. DESIGN TO THE TRUSS ERECTION CONTRACTOR. jNEE6 --TP TRU AT INSTIIUTE NOS- 3991 NATIONAL SIGNSPECIFICATION FOR*000 CONST SPACING 24.0"TION 'T11�1�1'1�`` TYPE C 0 MN Job: - 16 LOT 11 T9 5'0 HIP 7 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS M LAYOUT TOP CHORD 2x4 SP 02 N : T2 2x4 SP 01 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 1130 1130 WEBS 2x4 SP f3 BRG.LOC (FT): 0.00 24.71 TRUSS DESIGNED FOR 100 MPH WIND. 20.80 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS -------------------(±)_Gravity-(_)_Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. ---------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT xxx I xxx HANGER xxx H5 -4550(Jacks Only) I HUS26 = + 27510 -12860(fOd 1ply) MTS12 = -10000 1 HUS26 = + 33150 -1550f06d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660000d 20y) MTT288 - -37860(2 Each) (100)1 HHUS48 - + 51800 -20000(16d 2ply) MTT2BB = -44550(2 Each) (16d)I HGUS48 = + 66400 -2199f(fOd 2ply) MST60 - -46880(Per 2ply) 1 HGUS48 - + 80000 -26500(16d 2ply) CS150 - -16500(Each) I HGUS5.5- +113350 -39450(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 7 �- 1 1' } 7. 4X8X4 4X 8 T T p 12 1.5X3 1.5X3 in In 7 in v v 3X8(81) 3X8(B 1) 4'S 18'7" X4 XXX4 25' �-2 25 2 --� 7' 11' 7' 576 57b# Rv=2515# U=1130# 14=3"8 Rv=2515# U=1130# W=3"8 TAG = T11 SEQ = 103950 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 2 TOTAL = 2 REV. 17.3s SCALE =0.2675 ALPINE ENGINEERED PRODUCT$. INC TRUSSES PEOUIRE EXTREME CARE 0 /08/96 TC LL 30 . PSF REF *IMPORTANT**SHALL NOT BE RESPONSISLE'FUR ANY WARNING IN HANDLING. ERECTION AND 4111111jI'' n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY GRACING. SEE HID-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 04/08/96 FAILURE 10 BUILD TFIE TRUSS IN CONFORMANCE WITH 05TSB BY TPI FOR AfxIT TIONAL SPECIAL PERMANENT BRACING RE ``✓US c '' .I 0� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC OL 1 0 •O PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 -- TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PIYWOOD SHFATHING, BOTTOM CHORD x 8C L L OO PSF R A G CONNECTORS PEP DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ STATE OF T 0 T.L D. 4 7 .O PSF C�A LEN. CONFORM N/APDL[CABtE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7!1/911 FOR PROPER P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS C D ATO Q DUR.FAC. 1 . 33 IN ONLY. AND SHALL NOT BE RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F GINEE�',"` --TPI - TRUSS PLATE INSTITUTE. 9 NATIONAL OESIGN_SPECTFICATIQN FOR WOOD CONSTRUCTION TT11�TT`` SPACING s e e above TYPE H I P S Job: (6-1168) LOT 11 T10 25*0 HIP 9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N T2 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 620 620 WEBS 2x4 SP 93 BRG.LOC (FT): 0.00 24.71 TRUSS DESIGNED FOR 100 MPH WIND. 21.39 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (4)=Gravity (-)=Uplift --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 = -455#(Jacks Only) I HUS26 = + 27519 -12860(10d 1ply) MTS12 - -10009 1 HUS26 - + 3315# -I550#(16d 1ply) MTS12 - -20001(2 Each) I HHUS48 - + 4299# -1660 (10d 2ply) MTT28B = -3786#(2 Each) (10d)I HHUS48 = + 5180# -20000(16d 2ply) MTT288 - -44551(2 Each) (16d)I HGUS48 - + 66401 -2199#110d 2ply) MST60 - -4688#(Per 2ply) I HGUS46 - + 80000 -2650#(16d 2ply) CS150 = -1650#(Each) I HGUS5.5= +113350 -3945#(15d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS r- 9 '� 7' } 9' — 4X5 4X6 N i2 1.5X3 1.5X3 In n 7 p in in 3X4(A 1) 3X4(A 1) 4 5 M18 7" X X4 X 25' 2 25 2 --+ Rv=1326# U=6200 W=3"8 Rv=1328# U=6200 W=3"8 TAG SEO = 103952 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.35 SCALE =0.2675 ALPINE ENGINEERED PRODUCTS. INC TRUSSES REOUIRE EXTREME CARE 04/08/96 TC L L 30 .0 PSF REF )(*IMPORTANT)(*SHALL NOT BE RESPONSIBLE'FOR ANYWARNING IN HANDLING. ERECTION AND 11 R1j1j n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING SEE HIO-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 04/08/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `0 10 .0 1 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 •0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATEPAI LY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHCAIPING, BOTTOM CHORD x - BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 C 16OA-F DESIGN STANDARDS WITH PROPERLY AITACHEO RIGID[FILING -- SEE - STATE OF T 0 T.LO. 4 7 .O PSF D/A LEN. CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER - C 0 R10 P P; SEAL ON iN15 DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS , � �c,Q � ouR.FAC 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. 1NEt^-�`�`` 0--TPI • TRUSS ATE INSTITUTE " I 1 NATIONAL $GN SPECIFICATION FOR MOOD CONSTRUCTION TIT111R1` SPAC I NG 2 4.Q" TYPE H I P S Job: 6-116 LOT 11 T11 25*0 HIP 11 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 12 N UPLIFT (LB): 620 620 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 24.71 TRUSS DESIGNED FOR 100 MPH WIND, 21.97 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 0.50' ENO ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 = -4551(Jacks Only) I HUS26 = + 27511 -12860(10(J 1ply) MTS12 - -10000 1 HUS26 - + 33151 -15501(16d 1ply) MTS12 = -20000(2 Each) I HHUS48 - + 42990 -1660#00d 2ply) MTT288 = -37860(2 Each) (10d)) HHUS48 = + 5180# -2000#06d 201y) MTT288 = -44551(2 Each) (16d)I HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688/(Per 2ply) I HGUS46 - + 8000# -2650106d 2ply) CS150 = -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS f1 3 + 11 4X6 4X5 12 1.5X3 1.5X3 UT O1 7 p of to 3x4(A1) 3x4 (Ai) EH 1'5I IN_ 187" x4 3x7 25' 2 25 2 —+ Rv=13280 U=620# W=3"8 Rv=1328# U=6200 W=3"8 SEO = 103955 PLT. TYP, -ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 1730 .0 .3s SCALE =0.2675 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES AEOUIRE EXTREME CARE 04/08/96 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE'FOR ANYWARNING IN HANDLING. ERECTION AND F� DL 7 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING SEE HIS-91 BY TPI. SEE THIS DESIGN Tl. 0 PSF DATE 04/08/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOP ADDITIONAL SPECIAL PERMANENT BRACING RE ` `� 0\\\\V^ ALPINE CONNECTORS ARE MADE OF FOGA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, IOP - - BC OL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER �• TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHFATHING. BOTTOM CHORD 5000 x - 13C LL 0 .0 PSF RAG CONNECIORS PER DRAWINGS 130. 150 6 I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE of _ [DUR OT.LD. 47 .0 PSF D�A LEN. CONFORM"/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER - RID p P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O FQ .FAC. 1 . 33IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTNER MAY. DESIGN TO TME TRUSS ERECTION CONTRACTOR. - PACING 2 4.0" HIPS ■--TR( • TRUSSAT INSTITUTE. NOS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 'Tt TT1,�,� T YPE Job: -1 16 T 112 T12 25'0 Common THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 620 620 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 24.71 TRUSS DESIGNED FOR 100 MPH WIND, 22.41 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 = -455=(Jacks Only) I HUS26 = + 2751# -12860(10d 1ply) MTS12 = -10000 1 HUS26 - + 33150 -1550#(16d 1ply) MTS12 - -20000(2 Each) i HHUS48 - + 42990 -1660000d 2ply) MTT28B = -37860(2 Each) (10011 HHUS48 = + 51800 -20000060 2ply) MTT28B - -4455#(2 Each) 116d11 HGUS48 - + 66400 -21990(10d 2oly) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(164 2ply) CS150 = -1650#(Each) I HGUS5.5= +11335# -3945#(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 12'6" 4- 12'6" -� 4X4 12 1.5X3 1.5X3 r. 7 n � 3X4(A1) 3X4(Al) 4'SIB'7" jiX4 3X4 3X4 25' �--2 25 - - 2 --I Rv=1328# U=6200 W=3"8 Rv=1328# U=620# W=3"8 TAG = T8 SEG = 103957 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.3s SCALE =0.2675 ALPINE ENGINEERED PRODUCTS, INC. IRUSSES REQUIRE EXTREME CAPE 04/08/96 T C LL 30 .0 PSF REF )()(IMPORTANT**SHALL NOT BE RESPGNSIBLE'FOR ANY WARNING IN HANDLING. ERECTION AND n (\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HI8-91 BY TPI, SEE THIS DESIGN1, TC DL 7 .0 PSF DATE 04/08/96 \\UVvjAU\ 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 QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 1+0 •0 PSF DRWG BF. O A446 GP 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL LATERALLY BRACED WITH PROPER _ 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHFD PLYWOOD S'EATHING. BOTTOM CHORD x BC LL 0 .0 PSF RAG - CONNECTORS PER DRAWINGS 130. 150 6 16OA-f. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - ST of _ T D T.LD. 47 .0 PSF OSA LEN. CONFORM N/APPLICABLE PROVISIONS OF NOS 6 iPl. AN ENGINEER'S ALPINE TECHNICAL UPDATE (711/911 FOR PROPER G 0 qi0�' R SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q' OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�'T�� -TP . TRUSS AT INSTITUTE. NDS " 1991 NATIONAL GN SPECIFICATION FOR WO CONSTRUCTION .ITT .ITITT SPACING 24.0" T YPE COM N .10 16-1168) LOT 1 T1 4' C OMN 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. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 200 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 3.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/36O LIVE AND L/24O TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)=Gravity (-)=Uplift --------------------------------------------------------------- xWW UPLIFT +turn I WWW HANGER MWM H5 = -4550(Jacks Only) I HUS26 - + 2751/ -12860(1Od loly) MTS12 = -1000# 1 HUS26 = + 33150 -1550#06d (ply) MTS12 = -2000/(2 Each) I HHUS48 = + 4299# -1660#(1Od 20 MTT28B - -3786#(2 Each) (1O01 HHUS48 - + 5180# -2000#06d 2ply) MTT28B - -44550(2 Each) (16d)) HGUS48 = + 6640# -2199#(10d 2ply) MST6O - -4688#(Per 2DIY) I HGUS48 - + 8000# -2650#(16d 2p1y) CS15O _ -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS —2 2 !n to �p 12 7 4(Al) F1 X4(A1 es 9' 1.5X3 -2. r 4' j 2' Rv=3410 U=2000 W=3"8 Rv=34111 U-2000 W=3"8 SEQ = 93366 PLT.TYPQ—ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = i REV. 17.3t SCALE =0.9516 ALPINE ENGINEERED PRODUCTS. INC TRUSSES PEOUIRE EXTREME CARE 04/08/96 T C LL 30 .0 PSF REF X I MPGR T A N T *SHALL NOT BE PESPONSIBLEIFOR ANY WARNING IN HANDLING. ERECTION AND t TC OL 7 .0 PSF DATE 04/08/96 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIB-91 BY TPI SEE THIS DESIGN EFAILURE TO BUILD THE TRUSS IN LONFORM#NCE X1TH OSTBB BY TPI. FOq ADDITIONAL $PECIAL PERMANENT BRACING PE1VS ALPINE CONNECIDRS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIPEMENTS. UNLESS OTHERWISE INDICATED. top - - 6C DL 10 .0 PSF ORWG A446 GA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHARD SHALL BE LATERALLY BRACED WITH PROPER 5606 0 .0 PSF T HB TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD * BC LL CONNECTORS PER DRAWINGS 130. 150& 160A-F. DESIGN STANDARDS WITH POWIERLY ATTACHED RIGID CEILING - SEE STATE of _ T O T L D 47 .0 PSF ��A LEN- P CONFORM W/APPLICAOLE PROVISIONS OF NOS 6 TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIOT` Q P` F DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, CINE, SPACING 24.0 COMN X--TP " TRU$ AT NS7 TUT ' 1991 NATION# OE 1GN SPEC IF ICATI F R WO00 CONSTRUCTION THH11111 TYPE Job: -1 6 T 112 / T13G 4 GABLE 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. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 200 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 3.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TDP) AND 5.00 PSF (BOTTOM) , DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)=Gravity (-)=Uplift --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER Wxx H5 -455/(Jacks Only) I HUS26 = + 2751# -1286000d 1ply) MTS12 = -10000 I HUS26 = + 3315# -1550/060 (ply) MTS12 - -2000#(2 Each) I HHUS48 = + 4299# -1660000d 2ply) MTT288 - -3786012 Each) (10d)I HHUS48 - + 51800 -2000106d 2ply) MT7288 = -4455#(2 Each) (16d)l HGUS48 = + 6640# -21990(10d 2ply) MST50 - -46880(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -16500(Each) I HGUS5.5= +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS r 2. 2. 4)4 12 7p v v fL IV 2X4 (01) X4 (01) 9' X 4' R =1 U= 0011 W=3"8 Rv=188# U=200# W=3"8 TAG = T15 SEO = 93368 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.3t SCALE =1.9396 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/08/96 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE'FOR ANY ARNING IN HANDLING. ERECTION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HI6-91 BY TPI. SEE THIS DESIGN � �iT C DL 7 •0 PSF DATE 04/O8/96 FAILURE TO BUTLO THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` sALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIPEMENIS I"ESS OTHERWISE INDICATED, TOP - - BC �� OL 10 .0 PSF DRWG op A446 GR B EXCEPT AS NOTED APPLY CONNECTORS 10 EACH FACE OF CHOPO SHALL Of LATERALLY BRACED WITH PROPER 5.7606 B1. L L 0 -0 PSF THI_/ IRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED n YWOCO SHEATHING, BOTTOM CH0R0 x CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T 0 T.LD. 47 .0 PSF O/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS[ TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 40 R10 P P; SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS F v DUR.FAC. 1 -33 IN ONLY, AND SHALL NOISE RELIED UPON IN ANY OTHER WAY. DESIGN TO 111E TRUSS ERECTION CONTRACTOR. INEES , Sp A C I NG 24.0" C OM N TPI " TRUSS AT MIMIC. NDS 1991 NATIONAL DESI SPECIFICATION FOR WOOD CONSTRUCTION I��Illllll�` TYPE Job: -11 OT 11 T14 10' COMN THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS1 SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 390 390 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 9.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD, ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- 01 HIP DESIGNED TO SUPPORT 05-00-00 JACKS WITH 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. xxx UPLIFT Xxx I XXX HANGER xxx H5 - -455/(Jacks Only) HUS26 - + 27511 -1286#00d 1ply) i MTS12 = -10000 HUS26 = + 3315# -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#(16(1 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 = + 66400 -2199#00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 . + 60000 -2650/(16(1 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16(1 3DIy) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4X4 In In i� 12 m m 7 L,- m 2X4(A I) X4(At) f5 9.1. 1.5X4 (— — 2' 10' 2 --� 5' + -5' 516# Rv=8820 U=390# W=3"8 Rv=882# U=390# W=3"8 TAG = T23 SEG = 71808 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 3 TOTAL = 3 REV. 17.3u6 SCALE =0.5542 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/08/96 TC LL 30 .0 PSF REF t *IMPORTANT*)(SHALL NOT BE RESPONSIBLEFOR ANY ARNING IN HANDLING, ERECTION ANO7DEVIATION FROM THIS DESIGN OR MESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI SEE THIS DESIGN �1cT�iTC DL / •0 PSF DATE 04/08/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REIE ` �" - 1ALPINE CONECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM OUIREMENTS. LN1LESS OTHERWISE INDICATED. TOP - BC DL +0 •0 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 JBE TRUSS AND 1NLES5 OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLY'WCCO SHEA'HING, BOTTOM CHORX BC LL CGNWC7OAS PEP DRAWINGS 130. 150 C 16OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ STATE OF _ TOT.LD. 47 .0 PSF 0/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE !7/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THI .•' F �0R1Op QP; DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. E�'� _-IP - T 5 PLATE INSTITUTE, NOS " 1991 NATIONAL DESIGN SPECIFICATIDN FOR WOOD CON T T N TTT T/11T1 SPACING see above T YpE C O MN Job: -116 LOT 11 J 7'0 END JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 330 200 240 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 7.00 7.00 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS ' (+)=Gravity (-)=Uplift --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 -455E(Jacks Only) I HUS26 = + 27510 -12860(i0d 1ply) MTS12 = -10000 I HUS26 = + 33151 -15500(164 Inly) MTS12 = -20000(2 Each) I HHUS48 - + 42990 -16601000 201y) MTT288 = -37860(2 Each) (100)1 HHUS48 - + 51800 -20000(16d 2ply) MTT288 - -44550(2 Each) (160)1 HGUS48 - + 66400 -2199100d 2ply) MST60 - -46880(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) CS150 = -16500(Each) 1 HGUS5.5= +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 3 ) 16d TOE-NAILS AT TOP CHORD. Rv=2120 U=2400NAILED PROVIDE ( 2 1 16d TOE-NAILS AT BOTTOM CHORD. 13'1"4 In In in 12 in v 7 L,- v 2x6(A 1) A"5 9. �2 7 1 Rv=52711 U=3301► W=3"8 Rv=7311 U=200#NAILED TAG = T16 SEO = 103961 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 21 TOTAL = 21 REV. 17.3s SCALE =0.4262 ALPINE ENGINEERED PRODUCTS INC. TRUSSES REGUIPE EXTREME CARE04/08/96 TC LL 30 .O PSF REF *I MPOR T AN T W*SHALL MOT BE RESPONSIBLE'FOR ANY A RN I NG IN HANDLING. ERECTION AND us TC DL 7.0 PSF DATE 04/08/96 DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS. 09 ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 1 �, 1, ' ^ t FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RF - ` us - O\\\\\\ ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 (� TRUSS AMD UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x F3C LL 0 O PSF RAG CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -. SEE _ STATE OF T 0 T.L D. 47 .0 PSF DSA LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS t 0 RSO Q Q DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ' INEOS� W--TPI • TRUSS PLATE INSTITUTE. NDS 1 NATIONAL DESIGN SPECIFICATION FQR.WCTOD CONSTRUCTION I�` SPACING 24.0" TYPE JACK Job: -116 LOT 11 J 5'0 COR JACK 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. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 280 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 5.00 5.00 TRUSS DESIGNED FOR 100 MPH WINO, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 6.50' ENO ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING At 24,00' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ( Gravity (-)=Uplift --------------------------------------------------------------- xwx UPLIFT xxx I xxx HANGER xxx H5 = -455#(Jacks Only) I HUS26 = + 2751# -1286#00d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d 1ply) MTS12 - -2000112 Each) I HRUS48 - + 4299# -1660#(10d 2ply) MTT288 = -3786#(2 Each) (10d)I HHUS48 = + 5180# -2000#(16d 2ply) MTT288 - -44550(2 Each) (16d)1 HGUS48 - + 6640# -2199#(10d 2oly) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16(i 2ply) CS150 = -1650#(Each) I HGUS5.5= +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. Rv=1330 U=200#NAILED PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD- 11 11"4 HORD.11'11"4 P u� 12 m 7 L,- In 2X6(A 1) T 9' --2 5' Rv=446# U=280# W=3"8 Rv=44# U=200#NAILED TAG = T17 SEG = 103963 PLT. TYP,-ALPINE DESIGN CRIT=TPI OTY = 13 TOTAL = 13 REV. 17].3s SCALE =0.5387 ALPINE ENGINEERED PRODUCT$, INC. TRUSSES REWIRE EXTREME CARE 04/08/96 T C LL 3 0 .0 PSF REF t XIMPORTANT)OE SHALL NOT BE RESPONSIBLE°FDR ANY ARNING IN HANDLING. ERECTION AND1171DEVIATION FROM THIS OESiGN OR THEE SPECIFICATIONS, OR ANY BRACING. SEE Hi8-91 BY TPI, SEE THIS DESIGN e1N 1TC DL 7 0 PSF DATE 04/08/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05788 BY TPI. FOR ADDITIONAL SPECIAL PEi/ANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. Top - - BC OL 10 •0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER0 •0 PSF RAG TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY AIIACHE0 PLYWOOD SHEATHING, BOTTOM CHORDBC LLCONNECTORS PER DRAWINGS 130. 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING - SEE : TOT.LD, 47 .O PSF D/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPERPSEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED"ERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. � --TPI . TRUSS PLATE INSTITUTE " 1991 NATIONAL SIGN SPECIFICATION FOR WOOD CONSTRUCTION ��1T1111T1TT SPACING 24.0" T YPE JACK Job: -11 LOT 11 J '0 CDR JACK 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. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 240 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 3.00 3.00 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift ------------------- ------------------------------------------- N*x UPLIFT xxx 1 WxW HANGER xxx H5 = -455#(Jacks Only) I HUS26 = + 27510 -12860(10d iply) MTS12 - -10000 I HUS26 - + 33150 -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -37866(2 Each) (100)1 HHUS48 = + 51801 -2000#06d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#I10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 = -1650#(Each) I HGUS5.5= +11335# -39450(16d 3ply) -------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. Rv=37# U=200#NAILED PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. 10'9"4 0 In (V 12 RI 7 LT 2x6(A1) 9 Rv=385# U=240# W=3"8 Rv=13# U=2000NAILED TAG = T18 SEG = 103965 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 16 TOTAL = 16 REV. 17.3s SCALE =0.7319 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 04/08/96 TC L L 30 .0 PSF REF **IMPORTANT**SHALL NOT BE RESPONSIBLE'FOR ANY WARNING IN HANDLING. ERECTION AND ,111 11,, n t\ DEVIATION FAD" THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN `(US E �� TC OL 7 .0 PSF DATE 04/08/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY YPl FOR ADDITIONAL SPECIAL PERMANENT BRACING RF - `� - 10 .0 1 ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM OUIRFMFNTS UNI FSS OTHERWISE INDICATED, TOP - - BC OL +0 •0 PSF DRWG O A446 GR 9 EXCEPT AS NOTED APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - _ 5606 - 0 .0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, 9O1TO4 CHORD W BC LL CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE: OF _ TOT.LD. 47 .0 PSF O/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS 6 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 RI�a P` Q� OUR.FAC. 1�T.33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER Why. DESIGN T9 THE TRUSS ERECTION CONIRACTOR. INEEP`' SPA C I NG 2 4.0•• JACK W--TP . TRUSS PLATE INSTITUTE NOS - 1991 NATIONAL SIGN SPECIFICATION FOR WOOD CONS TTTIICTfON 'TTIRITT'11` TYPE Job: - 16 LOT 11 J 1 '0 COR JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS UBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) 80T CHORD 2x4 SP 02 N UPLIFT (LB): 270 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 1.00 1.00 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD, ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 = -455#(Jacks Only) I HUS26 = + 2751# -12860(10d 1ply) MTS12 - -10001 1 HUS26 - + 33150 -1550#(16d 1ply) MTS12 - -2000/(2 Each) I HHUS48 - + 42990 -16600(IOd 2ply) MTT288 - -37860(2 Each) (10M HHUS48 = + 51800 -2000#(16d 2ply) MTT288 - -44551(2 Each) (16(j)) HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16d 2ply) CS150 = -1650#(Each) I HGUS5.5= +113350 -3945#(16(1 3pIy) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 1 16d TOE-NAILS AT BOTTOM CHORD. T 9.7"4 12 7 1,,- 2 2 Rv=5080 U=2700 W=3"8 Rv=1550 U=200#NAILED Rv=2611 U=20011NAILED TAG = T19 SEO = 103967 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 20 TOTAL = 20 REV. 17.3s SCALE =1. 1409 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME URE 04/08/96 TC LL 30 .0 PSF REF *I MPO R T A N T**SHALL NOT BE RESPONSIBLE'FOR ANY WARNING IN HANDLING, ERECTION AND I\ DEVIATION FROM THIS DESIGN OR THESE SPEC IF ICAT tONS. OR ANY SPACING. SEE HIB-91 BY IPI. SEE THIS DESIGN1l`T1l�r�11�11.� T C DL 7 0 PSF DATE 04/08/96 (1 \\U�wiVi►U\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSIBB BY TPI. FOR ADOITIONM_ SMCIAL PEnMANENT BRACING RE , v - ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTSNL . UESS OTHERWISE INDICATED. TOP - - 8C DL 10 •0 PSF ORWG - A446 GR D EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 560E TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x - BC LL 0•0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ of ATE _ T 0 T.L D. 4 7 O PSF D�A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER STATE 0 E Oa SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR OUR. . 1 . •3 3 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. GINEEa`' .--TPI " TRUSS AT T T T NO " 1991 NAT NAL DESIGN SPECIFICATI N FDR WOOD CONSTRUCT /T111T1TTT SPACING 24.O" T YPE JACK Job: -116 LOT 11 J '8 END JACK THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 240 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 2.67 2.67 TRUSS DESIGNED FOR 100 MPH WINO, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift --------------------------------------------------------------- WWM UPLIFT *** i XXX HANGER KWM H5 = -4550(Jacks Only) ( HUS26 - + 27510 -1286000d 1ply) MTS12 = -10001 I HUS26 - + 3315/ -15500(16d 1ply) MTS12 - -20001(2 Each) I HHUS48 - + 42991 -16600(10d 2ply) MTT28B = -37860(2 Each) (1001 HHUS48 = + 51801 -20000(16d 2ply) MTT268 - -44550(2 Each) (1601 HGUS48 - + 66401 -21990110(1 2p1y) MST60 - -45880(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) CS150 = -16500(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 1 16d TOE-NAILS AT TOP CHORD. Rv=1611 U=200MNAILED PROVIDE ( 2 ) 16(1 TOE-NAILS AT BOTTOM CHORD. 10'6"15 12 7 �— 2X6(A 1) �-- 2 -} 2'8 ---� Rv=3800 U=2400 W=3"8 Rv=12# U=200#NAILED TAG = T20 SEQ = 103971 PLT. TY .-ALPINE DESIGN CRIT=TPI QTY = 9 TOTAL = 9 REV. 17.3s SCALE =0.7784 ALPINE ENG INEEPEO PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 04/08/96 T C LL 30 .0 PSF REF *I MPOR T A N T M*SMALL NOT BE RESPONSIRLE'FOR ANYWARNING IN HANDLING, ERECTION AND �n 11111j TC DL 7 .0 PSF DATE 04/08/96 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING SEE HIB-91 BY TPI SEE THIS DESIGN eX3S YT FAILLIAE 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 ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG O A446 GR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - TRUSS ANO UNLESS OT`"ERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 901TOM CHORD BC LLO O PSF RAG CONNECTOR$PER DRAWINGS 130. 150 6 160A-F. DESIGN$TANOAR05 NI1N PTIOPERLY A1IACIIED RiGTD CEILING -- SEE T0T LD 47 O PSF D/A LEN. CONFORM W/APPL ICARLE PROVISIONS OF NGS C TPI. AN ENGINEERS ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THI$ ouR.FAC. ! .33 IN ONLY. ATA SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. YA--TP - T Al INS7 TUT 991 NAT AL GEST. C F CATI FOR MOOD CONSTRUCTION TTT�T�T ` SPACING 240" TYPE JACK Job: -11 8 LOT 11 HIP JACK THIS DWG. PREPARED FROM COMPUTER INPUT iLOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 300 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.77 3.77 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 02-08-00 TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SETBACK. CORNER JACKS HAVE NO WEBS (+)=Gravity (-)-Uplift ------------------- ---------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. Wxx UPLIFT xxx I xxx HANGER xxx MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 -4550(JackS Only) I HUS26 - + 2751# -1286/(10d (ply) MTS12 = -10000 1 HUS26 - + 33150 -1550#(16(1 (ply) MTS12 - -20000(2 Each) I HHUS48 . + 4299# -1660000d 2ply) MTT288 - -3786#(2 Each) (TOd)I HHUS48 - + 5180# -20000(16d 2ply) MTT288 = -44550(2 Each) (16d)I HGUS48 - + 56400 -21990(10d 2ply) MST60 - -46880'Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) CS150 = -16500(Each) I HGUS5.5- +11335# -39450(16d 3ply) -------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS Rv=6# U=200#NAILED PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 160 TOE-NAILS AT BOTTOM CHORD. 115# 9;•6.2 �-- 6'7"3 -� 10'7"3 ~ 12 4.95 p —�— 6(A 1) 4'5 9 }-- -2'9"15 }- 3'9 4 Rv=4120 U=3000 W=4"15 Rv=35# U=200#NAILED TAG.= T21 SEG = 103973 PLT TYP.-ALPINE DESIGN CRIT=TPI QTY = 2 TOTAL = 2 REV. 17.3s SCALE =0.7577 ALPINE ENGINEERED PRODUCTS. INC TRUSSES RFOUIRE EXTREME CARE 04/08/96 TC LL 30.0 PSF REF IMPORTANT 1I 1(SHALL NOT BE RESPONSIBLE•FOR ANYWARNING IN HANDLING. ERECTION AND RTTRN DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 11us E11 TC DL 7 .0 PSF DATE 04/08/96 ^ t FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSTRS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V ALPINE CONNECTORS ARE MAGE DF 2OGA Gely. STEEL MEETING ASTM OUI BENE NTS. UNLESS OTHERWISE INDICATES. TOP - - BC DL 10 .0 PSF ORWG A446 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x BC L L 00 PSF RAG CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF - TOT.L D. 47 .0 PSF O/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS pRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. �O A10O'e DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. GINEOkS ` -7P i AT N$T T T NOS 199I NATIONAL SIGN SPECIFICATION FOR WOOD CONSTRUCTION 'TNNI TTTRR� SPACING see above TYPE JACK Job: -11 8 LOT 112 J 7'0 HIP JACK THIS DWG. PREPARED FROM COMPUTER INPU1 LOADS 6-DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INOICATEO. (1991 SBC) BOT CHORD 2x4 SP R1 Dense UPLIFT (LB): 410 2990 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 9.90 9.90 TRUSS DESIGNED FOR 100 MPH WINO, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/240 LIVE AND L/180 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SETBACK. CORNER JACKS HAVE NO WEBS. (+)=Gravity (-)=Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. xxx UPLIFT xxx I WW* HANGER xxx MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 = -4550(Jacks Only) I HUS26 - + 27510 -12860(1Otl )ply) MTS12 = -1000/ 1 HUS26 = + 33150 -15500(16d )ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(10d 2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) MTT28B = -44550(2 Each) (16d)I HGUS48 = + 66400 -21990(10d 2pIyI MST60 - -46800(Per 2ply) I HGUS48 = + 80000 -26500(160 2PIy) CS150 - -16500(Each) I HGUS5.5= +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS Rv=32110 U=200#NAILE%OVIDE ( 3 1 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 3 ) 16d TOENAILS AT BOTTOM CHORD. 127 SG-n,� -� 12'8"12 - 13'1"8 ;n 1.5X4 !n 12 !n 4.95 L_ !n v v _T 2X6(A 1) 4 s 9' X 2'9"15 + 9'10"13 7'0"14 --- 5'7"]4 119 Rv=571k U=41010 W=4"15 Rv=30111 U=299010NAILED TAG.= T22 SEO = 103969 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 6 TOTAL = 6 REV. 17.3s SCALE =0.4136 ALPINE ENGINEERED PRODUCTS. INC TRUSSES REQUIRE EXTREME CARE 04/08/96 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE'FOR ANY ARNING IN HAMOLINr, ERECTION AND ,DEVIATION FROM THIS DESIGN QR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 9� E � TC DL 7 .0 PSF DATE 04/O8/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBa 0Y 7P1. FOR ADDITIONALSPECIAI. PERMANENT 13AACING RE _ 'lALPINE CONNECTOPS ARE MADE OF FOGA GALV. STEEL MEETING ASTM OUIFIEMENTS. UNLFSS OIHFn11SE INDICATED. TOP - BC DL +0 •0 PSF ORWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of CHORD SHALL OF LAIEAALLY BRACED WITH PROPER - - /+ O O PSF RAG TRUSS AMC UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 13C LLCONNECTORS PER DPAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ TOT.LD. 47 .0 PSF O/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS C TAT. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPERt SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .33 IN ONLY. ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THF. TRUSS ERECTION CONTRACTOR. � W--TP • TRUSS Ai INSTITUTE. NOS 1 NATIONAL DESIGN C F ATI F WOOD CON$iq TION '•SNI NT 10" SPACING see above TYPE JACK J b: (6-1168) LOT 11 J 5' HIP JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 12 N UPLIFT (LB): 210 200 210 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 7.07 7.07 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 05-00-00 TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS x SETBACK. CORNER JACKS HAVE NO WEBS. (+)=Gravity (-)=Uplift ------------------- --------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. *x* UPLIFT *xx i *xx HANGER xxx MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 a -455/(Jacks Only) I HUS26 - + 27510 -1286#(100 )ply) MTS12 = -10000 1 HUS26 = + 3315# -1550#(16d Iply) MTS12 - -20000(2 Each) I HHUS48 - + 42991 -1660#00d 2ply) MTT288 - -37860(2 Each) (10(i)I HHUS48 - + 51800 -2000#06d 2ply) MTT288 = -44551(2 Each) (16d)1 HGUS48 = + 6640# -21991(10(1 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 = + 80000 -26501(16d 2ply) CS150 = -1650#(Each) I HGUS5.5- +11335# -39451116(1 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 3 1 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 1 16d TOE-NAILS AT BOTTOM CHORD. Rv=163# U=2100NAILEO 12'0"6 m 12 1.5X3 m fn 4.95 p m 2X4(AS) X ---2'9"15 (- 7'0"14 Rv=1920 U=210# W=4"15 Rv=1980 U=2000NAILED TAG = T25 SEO = 71805 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.3u6 SCALE =0.5233 ALPINE ENGINEERED PRODUCTS. INC TRUSSES REOUTRE EXTREME CARE 04/08/96 TC LL 30 .0 PSF REF X I MP 0 R T A N T M*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 111RR`�' DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HI B-91 BY TPI SEE THIS DESIGN `�t U$ F �f�� TC DL 7 .0 PSF DATE 04/08/96 �f FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT SPACING RE ALPINE CONNECTORS APE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 •0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER5606 0 .0 PSF JBE TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD * BC L L CONNECTORS PER DRAWINGS 130. 150 6 1604-F_ DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE = ATE DE T 0 T.L D. 47 •0 PSF OSA LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER0 RIDp 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 NAY. DESIGN TO TIIE TRUSS ERECTION CONTRACTOR. INE E" • TPI - TRUSS Ai NST TUT N " 1991 NATIONAL SIGN SPECIFICATION FOR WOOD CONSTRUCTION T`TR�1"`�`` SPACING see above TYPE JACK Lot 112 Selva Lakes, # 1592 04/03/96 North Florida Classic Homes 1 Master Closet Walls: Load Area - 19.75' Description Width (ft) Height (ft) GCp Pressure (psf) Load @ Top Plate (lbs) First Floor Wall 19.75 8 1.1 22.80 1981 Second Floor Wall 12.17 9 1.1 22.80 2747 Shearwall Length: 5'+3.5'+4.67'=13.17' Total 4728 [E:Load Shearwall, Unit Length Shear Unit Shear: 4728.26 13.1711 359 plf 1 st floor 1373.49 16 85.84 plf 2nd floor Rear Wall: Load Area -6.92' Description Width (ft) Height (ft) GCp Pressure (psf) Load @ Top Plate (lbs) First Floor Wall 6.92 8 1.65 22.80 1041 Shearwall Length: 4+5.5'+4'=13.5' Total 1041 Load Shearwall Unit Length Shear Unit Sh6w: 1041.31 13.5 77.13 pff 1 st floor 41/4/9 Jeffrey K. Hulsberg, P.E. (904) 886-2401 3 Truss Connections Lot 112 in Selva Lakes North Florida Classic Homes Truss Uplift Truss Stud to Double Stud to Sill Left Inter. Ri ht Connection Plate Connection Connection T4 550 540 HDPT2 TYPICAL TYPICAL T5 1020 1020 1 RTPGA830tsNIA TPP4 on Post T6, T71 T8 550 550 HDPT2 TYPICAL _ TYPICAL _ T9 1130 1130 1 RTPGA830ts N/A TPP4 on Post T10, T11, T12 620 620 HDPT2 TYPICAL TYPICAL ALL OTHER'S <510 <510 1) HCPLL/LR TYPICAL TYPICAL Where RTPGA830 is indicated install two (2) SYP studs (Min.)under each bearing point. Toe-nail trusses to Dbl. Pt. with 4- 16d com. Typical: TPP4 at sill and double plate at 32"o.c. (Capacity: 395 pff or 790# uplift for trusses at 2' o.c.) Nail with 8 - 10d com. HCPLL/LR Uplift Capacity: 510# ; HDPT24 Uplift Capacity: 850#w/8 - $D com ; RTPGA830 Uplift Capacity: 1950# Simpson LTT20 Uplift Capacity : 1750# ; MST27B Uplift Capacity: 3745# All connectors are SEMCO or equal (U.0.N.) Use Simpson HUS26 hanger where hangers are specified. I 19 Jetfrey K. Hulsberg P.E. (904) 886-2401 ft`s CITY OF ATLANTIC BEACH . .; 800 SEMINOLE ROAD f ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033490 Date 7/14/06 Property Address . . . . . . 1048 LITTLE CYPRESS KEY Tenant nbr, name . . . . . . REMOVE/REPLACE SIDING Application description . . . SIDING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 20000 Owner Contractor ------------------------ ------------------------ REVEL, EDWARD & PATRICIA LARSEN HOME IMPROVEMENTS INC 13180 SANDY DRIVE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 465-2399 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 130 . 00 Plan Check Fee 65. 00 Issue Date . . . . Valuation . . . . 20000 Expiration Date 1/06/07 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 130 . 00 130 . 00 . 00 . 00 Plan Check Total 65 . 00 65 . 00 . 00 . 00 Grand Total 195 . 00 195 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. �3 CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Routed to: S.Makowski Building Department Public Works&Public Utilities Departmentspins-73 800 Seminole Road 1200 Sandpiper Lane S. Doerr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 R. Carper (904)247-5800 (904)247-5834 D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# Q� " _q3490 Property Address: D ZZmt. &,Or�ss �C Applicant: 2dr-SE-217 117rn k 1/n D/G V1,/n f"n! 1n d Project: S-7 J)---?h This permit application has been: Approved as noted by the BI1 Department. Final application approval must come from the Building Department. El Reviewed and the following items need attention: 4VA Alt Please re-submit your application when these items have been completed. Reviewed By: L H— Date: �l�31D6 Date Contractor Notified: r $y�\1!✓�' CITY OF ATLANTIC BEACH s 1\ SIDING PERMIT APPLICATION t Date: Please complete(2) complete set plans with application. Job Address: 5 5y L "4711c Owner of Property: -P- Address: Address: /U &� l_4eG S S Telephone: �jd� Legal Description: Block Number: Lot Number: Zoning District: Siding Contractor: L Cx rs'e^ � ,e.IC��'►'�rl 'f S c, G !a.S-!U?v� Contractor's Address: /�` 5'/.5— 141, �'^ ��• �� OC7-4-- Telephone: X41 ?- y4� S'2 3 9 Fax: Describe proposed use and work to be done: Present use of land or building(s): lee!5 I Valuation of proposed construction: 9 ,,;d,U&V Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Provide detailed information of product being used and how it is to be attached,i.e.,fasteners,etc. 2. Provide completed Owner's Authorization Form if applicant is other than property owner. Address and contact information of person to receive all correspondence regarding this application(please print). Name: 'V cj-2 L e..,s L- 14w- Qs,-7�$ ...L�e Mailing Address: %a S j 11"d 40n5�--- Telephone: 37.2 Fax: Wt/ IF'` j Cela _ E-Mail: 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page 1 Revised 3/04/04 I hereby certify that all information pA ed with this appl' tion is correct. Signature of Owner: Date: 77 Z I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or ri t. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulation, ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand th the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or s i 11 be an as required. Signature of Contractor: Date: AS TO OWNER: Sworn to and subscribed before me this day of j Ul 2091 State of Florida,County of Duval Notary's Sign K. CtMA�IN(iHAM Personally known NO"PU Ma-ftb d FNdda duced Identification • Conrtii N EWina Fab 7E, Corw"w d W 52XX Type of Identification Produced 'a0M hooded NeWWW 1 MNI. AS TO CONTRACTOR: Sworn to and subscribed before me this day of t 20 1� . State of Florida,County of Duval Notary's Signature: Personally known ❑ Produced Identification Type of Identification Produced BRIAN CROOKE �.iti`�r y`f�rL 468692 :M. MY COMMISSION#DO ber 6,Z009 FXFIRES:Septem 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 2 Revised 3/04/04 F' LG To r"&Mc�e Pk�AS�;nq i u �L�q cp 'teC bLc.� Acrr:za 7ov q S /VQ�'F.�eq, a /,3 rvu 1`( Fe ,'Id �+ CSG!` cz•1G/ a/� P -r•� S G G 5 ;7 nvr�,.�f s, -�".�.�5� /( ��r�S��.v�C. �c�/Y.�a /-' c�i�c( G,.,��c�ow w✓�� .--,.1 i•s�1 l e k�c�.s.or-.�� 'f S �n r��-,.1 �w, /�' C! S �'� jj GV►Y.�tanr Y c v� S Gn c.( G e 4 c( 5 e �f S t�(�{ /120+-}v✓ 5 A c.c o .,. Sec �!. ��'�`t C�� GGt.✓I � �/V `�'lC�C>ws I Tc, cz cam,r ea 5 Ck/1e 1 � ukc rear NOTICE OF COMMENCEMENT State of Tax Folio No. County of To Whom It May Concern: �(�d✓ The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: j0 �f!K- f- tj le Cog/,-S S xr'e-z z-- Address of property being improved: !0 q 8 6,1 f /f CyolC S S General description of improvements: /fir,wK S rod. ..y cr.lo! F S/3 c LL �- � J7vrCo Owner: C--- 1 1," 1Q ey g- Address: /01Y8' Owner's interest in site of the improvement: z o Fee Simple Titleholder(if other than owner): rmi K!3 oc�� Name: o M,8 to N Contractor: b/ S C� � � tir >S 2��L d r Address: s/s fid•r4Gl �l ,7`✓3 ,�'r c-- 3.it�."� .s- 8PM M= o 'fYelephone No.: 'a'G 5--;2 3 f Fax No: 0 % qy7 G r ,E, 0 W i Surety(if any) c I 00 Address: Amount of Bond$ o 0 C A � Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements c`� a _ Name: r 0 Address: o z Phone No: Fax No: Name oferson within the State of Florida, - -- P daother than himself,designated by owner upon whom notices or other documents may be- served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of ording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNE �� } signed Date: '7. (3. (JCo Before �—day of A in the County of Duval,State 1A P„� K.CUI III�GHA1 f Of Florida,has personally ap 11� 6 r d. -e y f r' �°'`q.: FlWNY Pubk-Stile Of POW Notary Public at Large,State of Florida,County of Duval. .iftCommontcxpiwFub7�;Z910 My commission expires: Q.�h.n-0 10 t•'r' C=**"i W 52M Personally Known: Banded ev Nations=11>fe. Produced Identification: F L-v L P- 14 o 2"5 3 $-., or