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Permit 1499 Linkside Dr (vault) //// ADDRESS /`7` BUILDING PERMIT NUMBER a INSPECTIONS: FOOTING UNDER SLAB PLUMBING -/7/ SLAB ., �_ �--�9) i FRAMING_ 7 - S COVER-UP INSULATION "l7_c1„) FINAL BUILDING 2/J- CERTIFICATE OF OCCUPANCY -7 1-Z-9 ELECTRICAL PERMIT # o INSPECTIONS ROUGH FINAL- MECHANICAL INAL MECHANICAL PERMIT # PLUMBING PERMIT # �� NOTES: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 4rJHIS) ' Application Number . . . . . 09-00000920 Date 6/25/09 Property Address . . . . . . 1499 LINKSIDE DR Application type description IRRIGATION/SPRINKLER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc SPRINKLER ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ HULIHAN TERRITORY P.O. BOX 331268 ATLANTIC BEACH FL 32233 (904) 285-8505 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . valuation . . . . 0 Expiration Date . . 12/22/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. rY CITY OF ATLANTIC BEACH 07, 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 s� OFFICE:(904)247-5B26•FAX NO.:(904)247-5845 BUILDING-DEPT@COAG.US �. URI`?, PLUMBING PERMIT APPLICATION DUVAL COUNTY ES31 f� T " ' . SUB PERMIH �Ct ❑NO Atlantic Beach FL 32233 E3YES PERMIT#: PROPERTIG. 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: N, 7.NAME OF COMPANY: 8.ADDRESS.: 9.STATF.OF FLORIDA LICENSE NO: 10.CELL PHONE: 11.FAX NO.: 12.EMAIL ADDRESS: - 13.OFFICE PHONE: 14. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: ftWRIOPWORK. ;'j6. 18..CsURREN. ❑ NEW ❑'06 FLORIDA BUILDING CODE- 13 RE-PIPE PLUMBING ❑OTHER: 19.'NUMBEROE BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS LAUNDRY TRAY OTHER(SPECIFY): ROOF DRAIN 20.PLUMBING PERMIT FEES: PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES: x $7.00 (PER FIXTURE) + $35.00 = ` CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001045 Date 7/20/09 Property Address . . . . . . 1587 LINKSIDE DR Application type description MECHANICAL HVAC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 cu 1 ah ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WOLF, BOB AIR CREATIONS HEATING AND COOLING INC ATLANTIC BEACH FL 32233 4224 MARIANNA RD JACKSONVILLE FL 32217 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . 1 CU 1 AH Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/16/10 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. . . . . . . . . . . . .: . . . Tatt-firate of Mrrupanq (situ of Atlantic +N=4 — Nloribo %partmut of +Nutldtug Juopatiou 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 -S ir,'e i' r°3 rt Y Residence. Bldg. Permit No. 9')4,;7 Grouo, '7'•3i r:° Type Construction i y Fire District Owner of Building Qerr to Rea $ 3tt:l Lt Address{ nV ti�7� T X1 "t `st?''Li' Te ByrldingAddresmoinic dLL DrLVFiocality Atl''oriC BeLch. F't_, :+2~3 Building Official Date: POST IN A CONSPICUOUS PLACE 722po-1 TUL 24 MAP SHOWING BOUNDARY SURVEY OF I OT 49-7 BLOCKAS SHOWN ON MAP OF ,545Z V4 4 lAlff5l.0 4 Z11VIr 4? 'S qKORt=' . -N PLAT BOOK - 47 PAGES 4;K--16-543 OF THE CURRENT PURUC RECORDS OF DUVAL C-C., FLA- FOR: NOTE. 6EA,P!fN,31S SFOWNHEREON ARE BASED ON THE ABOVE MENTIONED PLAT rC V4 r 721,W 0,-zYz'q' Aq- I' /V I W4V 6� TVX1111-'lVllo 4e-4'06'rw, 'q4mc-s 0�44;42r41995 - Building and Zoning sz-'/f-f&IV r Af etc v- Tao "Fj T ka R E —4-k— _j4 0< -1z :> VD 1-4 4eX*rf 14' /t 00 4.54 6.5 E fly as!56.,155-P 15',0 70c. CITY OF Office of Building Official RPOUEST FOR INSPECTION ,Date_ I I _ ��--- Per No. Tirna M. Received P.M. -- JobAddress � - -- Loc U;✓ner's / f Nang: —. ;�-_^_ -Contractcr ___--- IJIt_�+ �. CONCRETE ELECTRICAL JIECHANICAL raFooting Rough Wiring Rough Air Cond. & Re Roofing Slab Temp Poie Top Out Heating Insulation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION' A.?✓1 Mon. Tues Wed Thurs. Friday RM_ r3 Inspection Made A.M._�"��=T 5_- - _ A _ c ctor ���.. Cexti,'icrte ut Occupar,c Drae CITY OF 7&sem M SEMINOLE ROAD -- -- - ATLANTIC BEACH,FLORIDA 32233-5445 77JYJ ONE(904)2A'xSM FAX(90y 247.505 NOTICt TO: Nater Department FROM: Building` /Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction Water is no longer needed: Permit Number . Address C r Sincerely, Building Department 1� CITY OF Office of Building Official REQUEST FOR INSPECTION Date / Permit No. v �y Time A.M. Received ` �y - P.M. � �'�. 5j", Job ddress Locality Owner's I-,— Name Name ( ��z "141:-- Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Roug ring L Rough - Air Cond. & Re Rooting - Slab Temp Pole E Top Out Heating Insulation Lintel Final Sewer Fire Place Pre Fab _ READY FOR INSPECTION Mon. Tues. Wed. Thurs. , Friday A.M. Inspection Made L RM. Inspector_ `„`_ Final Inspection ---__.___ Certificate of Occupancy I' Date _� M 1 t DATE:------------- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: -14��- ------------------- ��_�_'C ��1.�1_Z_ :1_2 , rL —�•v--�w-- -e- --------------------- 1 1------------------------------------------------ ------------------------------------------------ i Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc:FILE 1 nnCiTY OF 13W6 - &U4A2 Office of Building Official REQUEST FOR INSPECTION Date Permit No. ' Time A.K Received P.M. Job Address Locality Owner's Name --u-- Contractor —(2 BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing -- ---- Rough Wiring _ Rough _ Air Cond. & Re Roofing _ Iar _�3a=' Temp Pole Top Out Heating Insulation UTIVT" _ Final Sewer _ Fire Place Pre Fab READY FOR INSPECTION Mon. Tues Wed, Thurs, Friday P �..m_._. _._ A.M. inspection Made inspector-- _ Final inspection FF Certificate of Occupancy r Date CITY OF ,r � .. , f�l��tt ac Banc&-"t&moi / Office of Building Official REQUEST FOR INSPECTION j 1f0 Date 3 —" � � Permit No. Time A.M. Received PM. � Job Address� Lo aqty Owner's7Z ,•D Name � for -1 I - BUILDING CONCRETE LECTRICAL PLUMBING MECHANICAL Framing E Footing D Rough Wiring Rough 0 Air Cond.& i✓ Re Roofing Slab n Temp Pole Top Out D Heating Insulation Lintel C Final Sewer G Fire Place Pre Fab READY FOR INSPECTION / A.M Mon, Tues. Wed. Thurs, Friday P.M rtA.M. Inspection Made / Inspector _ .0' P.M. net Inspection Certificate of Occupancy r Date 1��` CITY OF ,r�j 4�d6-,, B�-"fide Office of Building Official REQUEST FOR iNSPECTIO f �_--- Date Permit No, Time 3 `} Received t P 5 i Job Ad as Locate A Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PL6"BI i MECHANICAL Framing Footing Rough Wiring _ Rou�h �� Air Cond.& GD Re Roofing Slab Temp Pole Top Out Heating Insulation = Lintel E] Final Sewer 0 Fire Place L� Pre Fab READY FOR INSPECTION A,M Mon. Tues. Wed, CTr,. Friday J A.M. IrsPection Made _ r' Final inspection Certificate of Occupancy-1 Date __ _ CITY OF l ar C4- Office of Building Official REQUEST FOR INSPECTION Date___" Permit No. f Time `0 0 Received PM Job Address Locality Owner's Name ��—�.-.,._ Contractor BUILDING CONCRETE ELECT PLUM ING MEGHAN(GAL Framing Footing G Rough Air Cond.& Re Roofing _ Stab Temp Pole Top Out _ Heating Insulation Lintel Final Sewer Fire Place _. Pre Fab READY FOR INSPECTION A.M Mon. Tues. Wed. Thurs, Friday A.M. Inspection Made `✓ P.M. Inspector -- Finallnspection Certificate of 0 cu�cy . Date _ CITY OF zle-1144-4V -� Office of Building Official REQUEST FOR INSPECTION Date. l s , _ Permit No. Timei 1.rV A.M;. Received `7` P.M. Job A, rens Locality Owner's Name Contract _ di:gCONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing - Rough Wiring Rough Air Cond. & Re Roofing - Slab Temp Pole Top Out Heating Insulation, Llntel = Final is Sewer Fire Place _ Pre Fab READY FOR INSPECTION A.M. Mo s. Wed. Thurs. Friday __e___P.M. C� a. Inspection Made rxtor___ pec on Certificate of Occupanc Date CITY OF W44- Office of Building Official ` REQUEST FOR INSPECTION Date W ar, r__ Permit No. Time A Received _ PM. Job Addr e a Owner's Contractor BUILDINNGGCONCRETE ELECTRICAL PLUMBING MECHANICAL Framing _ Footing _: Rough Wiring 0, Rough 0, Air Cond.& Re Roofing F Slab Temp Pole 7 Top Out E Heating Insulation Lintel _ Final Sewer _ Fire Place Pre Fab READY FOR INSPECTION Tours. Friday P.M. A. Inspection Made Irspnctnr _� i_� inai Inspection Cl Certificate of Occupancy Date � t t .A CITY OF Office of Building Official n,�? C/7 REQUEST FOR INSPECTION /!009y-L Permit No. 6V f Time ' ({�' A.M. ' Received�! J — P.M. ,Sob Address Lo (I y � Owner's Names, _ Contractor _ � CONCRETE �� ��LUMS ME L Framing Footing Roug t on . Re Roofing a Slab Temp Pole opuHeating Insulation C Lintel Final _ Sewer Fire Place Pre Fab READY FOR INSPECTION rNion. Tues. Wed. Thurs. -mac nspection Made PM,. !nspector Final Inspection u Certificate of Occupancy Date i_ * OF _ � • i MiTilm JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted r'G $15.00 REINSPECT FEE It is unlawful for any Carpenter, ontractor, 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 -�-- inspector has had ample tim- - ea-- CITY OF �►� h - Office of Building Official REQUEST FOR INSPFCTIO Date �— Permit No. Time `�. A.M. Received (�= P.M. 7 Job A dress Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing � Footing Rough Wiring gh__ _ — Air Cond. & C Re Roofing 7 Slab — Temp Pole — Top Out Heating Insulation Lintel E Final Sewer ,_5< Fre Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. C-5.__ FridayP.M. A. Inspection Made M. Ir•spector _ F nai Inspection [7i Certificate of Occupancy C Date y ,- pate.. ueceived _ tvrt�C�A�tCI�� q 1 pontrzclor �,t U ONG Air Sond.& - �—_ fob address fou out Owners T a�`d,r;n� Top �`^ pre F �t?Ct�E �� pole Sewer A. ��}tL.�ttv�3 FODtin�' � Frog, Siad - tNS � CtOt � ptidaY FTam1n9, lintel Thurs. c,e�oobnc� txE��� r �sulnvo. N[ed, per' � Pction ate ofccuP ,--- f _ IC�Si��Ot10i'• �-- NOTICE 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 dC/ f /17- Ob $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 ^� ~ ` CITY OF ^ ^ ^. Offikm of Building Official REQUEST FOR INSPECTION Date, �� \ ^� �- ��_�_.� ~—___-_- �'mxmor� � ---- Received Job Add Locality Narne Contractor BUILDING CONCRETE ELECTRICAL PLUMBINk1--`, MECHANICAL Framing Fooling Rough Wiring Air Cond. Heating Re Roofing Slat, Tamp Pole lop Out Lintel Final Sewer Fire,Place Pre Fab Mlon. Thurs. Friday Final msper:u^ - como'aeof Occupancy� omu 1 . CITY OF ATLANTIC BEACH, FLORIDA a A APProwdby APPLICATION FOR ELECTRICAL _ItERMIT TO THE CHIEF ELECTRICAL INSPECTOR: BATE;,.,_,.,,5— 19 d?5 IMPORTANT NOTICE: , IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. .1 ELECTRICAL FIRM: MASTER FI trynit'IAN NAME��X��ADDREBS:.,, , �/II Jam'/�.! C .L.!fL RFD 130X BLDG.SIZE BETWEEN: RES.1 i APT.( ) COMM.( ! PUBLIC,( ) INDUS.( 1 NEWp< OLD( 1 REW. ( I ADDITION( ) TRAILER ( ! TEMP.I ) SIGNS ( I __._ SO.FT. SERVICE: NEW Q6 INCREASE( i REPAIR ( 1 FEE CONDUCTOR SIZE AMPS 0 COPPER I ALUM SWITCHWTCH OR BREAKER Q AMPS PH 13 W Z"OLT RACEWAY EXIST.SERV.SIZE AMPS PH I. W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT b M.V. FIXED 0.100 AMPS. I OVKH APPLIANCES I I I BELL TRANSF. AIR H.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL NEAT: KW-HEAT O.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS I. CITY OF ATLANTIC BEACH, FLORIDA a t APPtovWby APPLICATION ICOR ELECTRICAL-PIRMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:.._._.. w~� 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE fOLLOWING. WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS. WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. a ELECTRICAL FIRM; MASTER-EUCTOICIAN NAME.. �.t� X __ ADDRESS:..; �32~ �tuKSI •„__�_RFD._._..__.BOX BLDG.SIZE BETWEEN: RES.( APT.( 1 COMM.( ? PUBLIC,( I INDUS.( l NEW X) OLD( I REW.t I ADDITION( ) TRAILER ( 1 TEMP.(A SIGNS ( 1 SO.FT. SERVICE: NEW 0( INCREASE( 1 REPAIR ( 1 FEE CONDUCTOR SIZE y AMPS IU COPPER I ALUM. C OR BREAKER AMPS PH WEAG VO Y EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TO TOTAL RECEPTACLES CONCEALED OPEN TAL 0 DO AMPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER: BELL TRANSF. APPLIANCES AIR N.P.RATING N.P.RATINQ CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL NEAT; KW-HEAT OVER MOTORS H.P. VOLTAGE PHS NO. III.P. FVOLTAGE PNS DATEs_5 .5— 9 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL. INSPECTION(S) HAVE BEEN MADE AND ARE ` SATISFACTORY: ------------------------------------------------1 ------�------------------------------------------------- 1 ------------------------- ncoe are u• copies • e E lad r h bl cops i to permits. C EREL , Ir BUILDING INSPECTION DIVISION cc:FILE i t . 10 091 DEPARTMENT OF WjLowd CITY OF ATLANTIC BEACH LQC F10 at NumbeAddress t-Ty TLANTICI BEACH, P ORIDA 3 ► . 14oy tri ,Ty , . gat . 87 ��ca. lw an rcd=D ' SN Tovrhi RNC : ' l rig Cdd Subdivision A, `;L NI4S 3I .Mrc bu .Q Tyr ' ; . a HAL H-RAT AND A I R I: 1~#I� � ' , ti . Tai � cz Addi8 114A FSE 54 . }t C' T .OH s �f � � ���° ,pL$ 4+ " ',ii ,? �"5'� 5q„s' W'@' $0 ,00 0 yy� ,S,J 0 + ON ADCC $01,00 CAPITAL IMPROVE. $o .oo 3A 1�L '2257 CROSS C NNECTTON $0 .00 SRI C-N,-IMPACT 'Ft looe NE�TESs 9 Nmm-=ALL C4"Mg��3R�(!S�►fwla�atJT1NGE MUST BEINSPeGTEt�B�F.�4RE PC3UHtNG f EI S f VOID SIX MONTHS AF TFR i�ATE C3F ISSUE ;`,I3k11l.DIPIG MATERIAL,'RUBBISH ANC3 I E F?IS FROM THIS WORK MUST NOT BE FLAG ©Ihl�'tJBLIC SPACI=,AId©MUST BE ClEARE?LIP AN©HAULED AWAY'IY EtHRR CONTRACTOR OR OWNER sa� R 10,,00" , 00MPLY WITH SNE MEC HAN �" ��E �..� A �� LT- C)P' 't`Y C NG lrWl FORT HE 1 N+ 1 PAW MET . ISSUED ACGOfDIIVG'TQ APF�RfIv ©PLANS;WM1CH ARE PANT OF THIS PERMIT AN(3 SU1ET T(J lji-iA #lN F01 A� I �LE,PRG151{ O LAcW. t a m BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC EIEACH ATLANTIC 1'1CACH, FLQRIDA 31120)( APPLICATION FOR MECHANICAL, PERMIT C4l iN riutrtBt:is IMPORTANT --- Applicant to complete all items in sections I, 11..111, and IV. 1' Sliest Address: 49,._. 9 -t TNKSTnF nR1VE LOCATION OF Intartstinq s+ra.+r: t.I.sf T L A N T I C BLVD And S E M I N 0 LE ROAD WILDING � = 8 Z..SE.L.,•,�--61 I�r<� Sub• ris)oa I (1 1/� - — II. IDENTIFICATION --To be completed by all applicants la condderetion of permit gixan for doing the work as described in the •bcro stelrmant w. hereby "'104 to Fo•Ic••m sr;d .o•t e:::•a.^r .ith the ettschpd plans and specifks6ons which aro o part hereof and in accordance .ilio the Gly of J.ciwn�;l'o ord;^.�css .•a Val*"$•Z$ of good pracko listed therein. Nemo d ►Ashaaical Contractors costraslw (Mat) MANUARIR HEAT ATR Mader HamhownerCENTEX HOM 3e e1 heO.rly O.a S:gaetvre 91 Oweer Signature of w Avlhwised Agent Arshilect or Engineer Ill. GENS AL. INFOlU"TION A. Type of heeHnq fvet: 9. If OTHER CONSTRUCTION SING GONE ON uxctric THIS SUILOING OR $179 1 Y E S ❑ Ga--❑ V ❑ Natural ❑ Cental Utility lot Y[S, G1VC NUGSER 0/ CONSTRUCTION ❑ 01 PERMIT 9947 ❑ 0*— -- specify IV. 1ii1>jM CAL gouIP 90 TO IIE INSTALLED NATURE OF WORK Ipro.ido co mpiole W of eornporssals on back of this form) )U Residential of I 1 Commercial Q�— Naat Q space ❑ Rocassed * Centro( O flow New Building Air Coasidicaingl ❑ Room If Coastal ❑ Existing Building W-Ovrf : Material Tbkknasll_._...�— ❑ Replacement of existing system maximum capacity 1000 c f ra, -R[--New installation(No system previously installed) ❑ Extension or add-on to existing system ❑ Refrigerefiort ❑ Other— Specify ❑ Caol'raq tear: capacity 9 p•� ❑ Fife sprig lens: Number of It" '- ❑ Elevator ❑ 14ealih O 6c+lafor ( rmb+rl THIS SPACE POR OFFICE USE ONLY ❑ Gowliina put — --(nvmbr) (aso.1w41 ❑ TeAL. Iavmsber) Romerks ❑ LAG c"faiaera (avmber) O UsAmd pro xurs wtaw O team Formil Approved by Dot ❑ Qtkw — Spwh Permit fors LIST ALL EQUIPMENT AM CONDITIONING AND REFRIGERATION( F•QUL?UENT Humber'Untta Deacripuou U04*1 Number Kaaaulactauvr MbZY at mytag UL 10 . 0 09998 DEP AiTMENT OF BUILDING CITY OF ATLANTIC E�EACH TO Address: .�#S9 4 10FOAKATION umber " 13t Cluz , of N � ., 'LF lB IIC3 ATL�AI+I "I' ' BEC , FLORIDA IJA LOCATIO � 3 3 Dark; I' II , � .: .._:. ...� ",L9 SAL IDES � P' ION apOst>w. , p e W . O I C --------- WOOD a k,:! Section:$1#042, FAMILY : To Subdivision. SELLA LINK91DR #2 pro "., cost . $57 .00 14 T 9 5 D', tTNC IN NEW HOME TION, A ! ►. -:CAT IOFEES .» „ ,. P $57 ,00 Ad T WXTAR IMPACT FEE A A , W.4 $6.00 # ON -- 'RADON, ` A. Name N a AL CRO .,Q�ONN CTI, #fl. BI* "SE B 4AC E a tID URGE� � S .A o o NQTESy r N01'IC --ALL CC3NCRI tE t=Of MSAMD FOOTINGS MUST'RE.INSPEt�qMING. t'ERMtT VOID SIX MONTHS AFtR C3ATF C3F 3SSLE WILDING MATERIAL,RUBt31H AND D8BRIS FROM THIS WORK MUST'NO7 BE Pt.ACJ:a#N 1'1181 iCSPACB,-AND MUST(3E, Ct� A#�1E4 UP AND HAULEt7 AWAY B EITMt:Ft C©fVTRACTOR OR OWNER ` # LRE "TQ CPY 1` THE MCHA1 `L� t ­A Ve'CAN iLT IN PoPER' " tC WI t Y tVG 1'"WICE Oi*;THS ���� f ­ Su MItNTSe� tSSC C`AOCOFtC1tNG T4 APf'RC31/1 1J PLAtUS WHICH ARE PART Q1-THtS PERA_rr7 A#Ct St B ECT TO REVQCA"IE?trt t7R VIOISATIC3N C)F Ai�PLICABLE PROVISIONS t F 1 AhW ATt. ITIC EACHBUIL DEPARTMENT By: # #� Ql tlpta a CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR AND ADDRESS: Z)j TELEPHONE NUMBER: Z2 STATE LICENSE NO: TYPE OF BUILDING: ' TYPE OF WORK: '���� ` HOW MANY OF THE FOLLOWING FIXTURES INSTALLED f SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS _ DISHWASHERS 'URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION"OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date__ Heated Square Footage -Z5:2@ $ _'c per sq ft = Garage/Shed /r° @ per sq ft = $ '7, 0 '7Z Carport/Porch/'614-- 45;7 @ $ i cf,G per sq ft = $ 701�) Deck @ $ per sq ft = $ , i Patio Z4_@ $ 1 . ` " per sq ft = $ 215,13 TOTAL VALUATION: $ i 9,�Z 4 02(00 a Total Valuation 1st $ Remaining Value per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ (f ) Fireplaces @ $15 .00 $ Zs, BUILDING PERMIT FEE $ i�p57.,o WATER IMPACT FEE $ SEWER IMPACT FEE $ % WATER METER/TAP $ CAPITAL IMPROVEMENT $ ?, SEWER TAP $ RADON (HRS) .0050 $ .39 SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION (IS,?) SURCHARGE .0050 $ fo 7 OTHER $ GRAND TOTAL DUE $ Z 7 ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: PSR 3844 09947 DE =NT d BVAlV7 tC N �� i --- PEI IT IXPdRII'l .,.... _ �.»., .,,.. C G1�T f N IPtFt J�irmi t Nu or. '3' OH' --- » P mit T pa: BUILiDINth A FLORIDA3 rr . Clan of 4ork NEwL DH "HPIOH = . : Cans t�r; 'T' +�: �OOI3 ; moi Lot: 1'�', Lact,i ars. t?�rapas Ds : SIit S AI * ctraki "O; Subdxvisipan: SHIM . L SKSID Stimat,+ Valt : 53 C E Pr CottTotal Pe 5 Std ADD $21'57 10 D* 4 / ' ONE PER PLANS HSP` ' 1507 T#11ON „.�li '&� '10', 11014 "�' M'Yw 4 C.idII.1Xlr g,i"T om'.# ,� M ., ✓'` . Cti � +'� �," . s�P t,na�`PSS � bLI'P! �, ,' �+�� , ✓ Iwo 4IN PRIVE SOUTH WATER MPACT PIKE Q.4 w 11` CR DA' s FSS 4 ^� � � ' pwel �k` AP a Rik G1 °" +` 7 ON RADON ,C Harte: ISI SAT `TA IMPROVE . $325.0 3AC L 3223 ti CROSS; .COSI' NRCTION $35..00 Iii. ' "` °T'ype's ' SIC t IMPACT PRE, -.40.0-o N4T)w3: NOTICE—7 ALL CONCRETE PORMS AND FOOTINGS MUST`'OR 1h��1�+HC�" 1I�'Pt�fPRE POURIiSG �. PERMIT 1COID SIX MONTHS;AFTER DATE OF IS3t11_ tNG MATERIAL,RUBBISH ANDD BRIS`FROM THIS WORK MUS PLA " IN P�JBI.1C SPARGE,,�Nfl MUST 0 ' RSD UP AND,HAUXEplAWAY,6Y EITHER CONTRACTOR OR Ow LOUR 'TO'C N# .'!' THE MECHA L ° I #CAU + A U ►ULT IN : TR " OWNER A " NCTWICE R . '8 ; �NRQV� " 1 Ef?" COR61116 TO AAPOROVED PLANS WHICH ARi-PART OF THI ERM' AND SUBJECT TO.REVOCATION FOR'' OP A#?PLkCABLE P'F� ISIt 3NS OF LAW. . ATL fTIC SEAQ ENT; 't7 71 �*` t : Ira t1Y B J CITY OF ?ROPERTY PESCRIPTION ` � CQsilCG �CQ-G'�t - 7�OTCG�Q c �7 716 OCEAN BOULEVARD .ot I__g')___Block tSection 0 of --------- - P.O.BOX 25 ATLANTIC BEACH.FLORIDA 32271 ` j _t TELEPHONE M4124%.2J95 'subdivisions__���LL,��LC��',_______ street Rome (] DESCRIPTION OF WORK sr Address'- 1JK.S-( s� ------- If _____IS in a FLOOD HAZARD 'food Zones__4____ —ares complete page 3. Brief Deacriptions_�L���,FCi 1�1.L�1f�eS.��FnCt Clam of Works (New/Remodel/Addition)-6ki'.z______ :ONING INFORMATION Type of , • Constructions ale nC� :oning Proposed listrict s1�, Usse I . _ Estimated Vilu• :xceptions or Materials DU S CC ariances Granteds Solid or -------- Filled OWNER INFORMATION // � // Method of Heating �/cC 1z Q------— PropertyPhone s ,l�Urs j Mailing .._� - ----------- ---�—L------- i .+�1_:..«».�.._____•_••--_------- Zip I-'-�-��`!4- -SaQ s QY,v i I I f ------ CONTRACTOR INFORMATION Contractor s_ e� �_CSc k_ --_M------------- Phones_ Halling s��AZ.fr� -- -*+-s------------------- Addrees t �--------------- •----- Zip s ------ Expirstjon License Humber:_C- �.�SS2.7_ Dates V I MERE0V CERTIFT TWAT I NAYS READ AND EKANINEO TMIQ APPLICATION AND KNOW TNC SAM[ TO Be Titus AND CORRECT. ALL PROVIIlIOKS OF T" LAWN AMO ORDINANCES OOVERNIMO TNIS TTIE OI WORK WILL BE COMPLIED WITH. MHSTNEN xPECiFISD manesH OR NOT. TUC MARTINO Or A PERMIT DOC! NOT PRESUME TO OIYC AUTHORITY TO VIOLATE ON CANCEL THE PROVIRIONQ Or ANY FEDERAL. STATE OR LOCAL BULLS. REOULATIONS. ORDINARCAM ON LAWS IN ANY MANNER. INCLUOINO TNC OOV[RN[MO or coNSTRUCTION OR TNC _1C �•, PICArORMANCE OF CONSTRUCTION O► TMC PROJCCT. I UNDERSTAND THAT TNC ISSUANCC Or THIS PERMIT IS CONTIMOENT UPON TNC ANOVC INFORMATION 0EINO TRUE AND CORRCCT AND THAT THE PLANS ANO SU►PORTIMG �, fj« . • DATA HAVC &CCM OR SMALL- NC PROVIDED A EOUIRro. Ce i7�� L 4 > irk Owner Signature Dot.-3' < i,1,.;, i Contractnr Sipneturf_ . -6-� - - ------Dote------------ FL.00DPLAZN DEVELOPmenr ZNFORHATION Type of Developments---- Flood evelopments_---Flood Zones X- Required Lowest Floor Elevations_ If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB RAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that scone. No final Inspection Will be wade and no oertiticate of occupancy will be isnued until the survey is on I11e with the Building Department. COMMENTS: Applicant Acknowledgawentl I understand that the issuance of this permit is coatlnigent upon the - above information being correct and that the plasms and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 23-7-11 and all other laws or ordinances affecting the proposed development. Date____________Applicant•• Signature__ L-L�1-44- ------- -------------Z------------------------------ Departmen -------------------------------------------------Department Use Riquired Lowest Floor Elevation _ ------------ Avg Built Lowest Floor Elevation ----------------- Survey ___ ___ ___ __Survey Filed with Building Department ----------- --------------------------- __________ ------------------------------------ Building Department Representative • page 3 RINANCIAVOINTING Q>AW4y c i G Book 8058 P9 1039 Bk: 8058 V entice of Commencement o «p95055795 Fid ded 4 (►AVAAC IN OUPS.ICATII) 03/24/95 11:05:15 A.M. HENRY Y. COOK y CLERK, CIRCUIT COURT '1To whom !t may concern: .� DUVAL COUNTY, FL ? The undersigned hereby informs you that improvements will be made to certain real REand In 0 accordance with section 713.13 of the Florida Statutes, the following information Is stated in this NOTICE OF COMMENCEMENT. U ro hh Description of property LQ- ....7�..- �-� ��...t:Z _�_l .�a{.................... ` ---1.L' --L' -------------- ------ v According to plat thereof recorded in plat book y 7 pages�s--- p 1 __...-•-----•--------------------•---.._._._.....».._.,......._._----------------------------....---- of the current public records gf Duval County Florida. General description of improvements __--__-- ................................................. s� Construction of Single Family Residence with Garage on concrete slay Q ............................------------------------..................._.__.._............................. Centex Real Estate Corporation Attn: Arthur Day r. Owner ---------------------------.....-----------------............-•----------------------------------.... rq 06620 Southpoint Dr.S. Suite 400JacksonvilleFlorida32216 04 Address -------------------------------.-_--_-- -- . -•` - . Fee Simple 0 Owner's interest in site of the improvement v Fee Simple Title holder (if other than owner). ............................................................... DName ---------------------------------------------------....----------_.-.----------•----------------------- Address ------------------------------------------------------------------------------------------------- Contractor --- -- •----------- same as owner -__----_--_------ - -------------•------•--..,----------._-_.--•--------•------ ._. Address ------------------------------------------------------------------------------------------------- Surety (u any) -------------------------------------------------------------------------------------------- iAddiess -----------------------------------------------------------------Amount of bond $.............. Name and address of any person making a loan for the construction of the improvements. Name --------------------------------------------------------------------------------------•_-_.._...---- Address ------------------------------------------..........-------------------------------------------_ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: - Metropolitan Title & Guaranty Co Name ------------ --------:..............-...........................................-.................... 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address ...........»--------................-......................................................... In addition to himself, ,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.08 (2) (b), Florida Statutes, (Fill in at Owner's option). Name ----------------------------------------- -----------------------»------------------------------- - ------------------ 1 .'r 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 BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET —Z--1--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) wL LAUNDRY TRAY (2) _j _LAVATORY (1) t/' COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) POT, SCULLERY SINK (4) _DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) _,KITCHEN SINK (2) ff DENTAL LAVATORY (1) ^KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (2) URINAL STALL, WASHOUT (4) _FLUSHING RIM SINK (8) _COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) /URINAL, PEDESTAL, SYPHON JET j DRINKING FOUNTAIN (1/2) BLOWOUT (2) _,,�LAVATORY, BARBER/BEAUTY _ ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) _LAVATORY, SURGEONS (2) JACUZZI (2) / URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 1 19z' 5 0 $20.00 EACH $ 'Val JOB INFORMATION / ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 96.0 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 I ----X----------------I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address:(,(, �'��{e ,� . Signature: ea_A,6Q dj"�, _Date: 3,D0-,9r City/Zip Florida EAArgy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 87 SL 2 BUILDER: CENTEX AND ADDRESS: 1499 LINKSIDE DR PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2. Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1507 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7. Porch overhang length (ft. ) 7. 0. 00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 132 .00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 197 .00sgft ll.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1658.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 95.96 a. Total As-Built points 19a. 27188.62 b. Total Base points 19b. 28333.01 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: Ccompliance in accordance with Section DATE: 3-QU-95 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: 3-d0 'R S DATE: r�7 ' Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 87 SL 2 BUILDER: CENTEX AND ADDRESS: 1499 LINKSIDE DR PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 3I_I OWNER: CENTEX PERMIT N0. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1507 . 00 6. Predominant eave overhang (ft. ) 6. 1.00 7 . Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 132 .00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11.00, 197.00sgft 11.Ceiling type area and insulation: a. Under attic ( Insulation R-value) lla.R=30.00 , 1658.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 95.96 a. Total As-Built points 19a. 27188.62 b. Total Base points 19b. 28333.01 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: Oa a ct'-) compliance in accordance with Section DATE: 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: CAX'&, duLL BUILDING OFFICIAL: DATE: 3 - .c s DATE: -iy , SUMMER CALCULATIONS BASE ___ ( __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------ -------------------------------------------------- N 72.00 65.8 4737 .6 DBL CLR N 42 . 0 38.3 .94 1512. 1 DBL CLR N 10.0 38.3 .94 360.0 DBL CLR N 20.0 38.3 .94 720.0 S 33.00 65.8 2171.4 DBL CLR S 24 .0 66.2 .91 1445.8 DBL CLR S 5.0 66.2 .91 301.2 DBL CLR S 4 .0 66.2 .91 241.0 W 27 .00 65.8 1776.6 DBL CLR W 6.0 79. 7 .95 454 .3 DBL CLR W 6.0 79.7 .95 454 .3 DBL CLR W 15.0 79.7 .95 1135.7 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,507 .00 132 .00 1 .713 8,685.60 14 ,874 .09 6,624 .44 NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995 .0 .9 895.5 Ext Wood Frame 11.0 995.0 1.70 1691.5 Adj 197 .0 .7 137 .9 Adj Wood Frame 11.0 197 .0 .70 137 .9 DOORS---------------- Ext 21.0 6. 1 128. 1 Ext Insulated 21 .0 4. 10 86. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2 .40 45. 1 CEILINGS------------- UA 1507 .0 .6 904.2 Under Attic 30 .0 1493.0 .60 895.8 Under Attic 30.0 165.0 .60 99 .0 FLOORS--------------- Slb 169.0 -37 . 0 -6253.0 Slab-on-Grade .0 169.0 -41.20 -6962 .8 INFILTRATION--------- 1507 .0 8.0 12056.0 Practice #2 1507 .0 8.00 12056.0 TOTAL SUMMER POINTS 22,787 .91 14,673.05 TOTAL x SYSTEM = COOLING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS ` COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 22 , 787.91 .37 8,431.53 1 14,673.05 1.00 1 . 100 .340 .860 4,719.44 WINTER CALCULATIONS BASE ___ ( __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------ -------------------------------------------------- N 72 .00 -10.6 -763.2 ABL CLR N 42 .0 7 .3 1 .09 334 .2 DBL CLR N 10 .0 7 .3 1.09 79.6 DBL CLR N 20.0 7. 3 1.09 159. 1 S 33.00 -10 .6 -349 .8 DBL CLR S 24 .0 -28.4 .96 -654.3 DBL CLR S 5.0 -28.4 .96 -136.3 DBL CLR S 4 . 0 -28.4 .96 -109. 1 W 27 .00 -10.6 -286.2 DBL CLR W 6.0 -9.2 .85 -46.9 DBL CLR W 6. 0 -9.2 .85 -46.9 DBL CLR W 15 .0 -9.2 .85 -117 .3 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,507.00 132.00 1. 713 -1,399.20 -2,396. 13 -537 .95 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995.0 2.2 2189.0 Ext Wood Frame 11.0 995.0 3.70 3681.5 Adj 197 .0 3.6 709.2 Adj Wood Frame 11.0 197 .0 3.60 709.2 DOORS---------------- Ext 21.0 12 .3 258.3 Ext Insulated 21.0 8.40 176.4 Adj 18.8 11.5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1507 .0 1.2 1808.4 Under Attic 30 .0 1493.0 1.20 1791.6 Under Attic 30.0 165.0 1.20 198.0 FLOORS--------------- Slb 169.0 8.9 1504 . 1 Slab-on-Grade .0 169.0 18.80 3177 .2 INFILTRATION--------- 1507 .0 7 .4 11151 .8 Practice #2 1507 .0 7 .40 11151.8 TOTAL WINTER POINTS 15,440.87 20,563.95 --------------------------------- - _ TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 15,440.87 .55 8,492.48 1 20,563.95 1.00 1. 100 .500 1.000 11,310. 17 WATER HEATING BASE ___ __= AS-BUILT NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409.00 40 .90 1.000 3719.7 1.00 11, 159.00 SUMMARY ******************************************************************************* BASE ___ __= AS-BUILT COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 8431.5 8492 .5 11409 .0 28,333.01 4719.4 11310.2 11159.0 27, 188.62 ***************** * EPI = 95.96 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 96.0 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- j The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear I -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11.0 (--------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 ( X-------------------- ( HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 . 0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 1 ----X---------------- 1 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 1 --------------------- 1 0.40 0.80 SolarEF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address:l�(eap`�.�`�'Iwao;h�k�tk-. S . Signature: Date:_ ad-9j City/Zip 4- Florida E4brgy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME :87 SL 2 ADDRESS : 1499 LINKSIDE DR CITY :ATLANTIC BEACH, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1507 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff . 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 . 3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 22009.41 STRUCTURE SENSIBLE 10210.41 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 14390.41 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1100.47 DUCT GAIN 1739.04 TOTAL LOSS/BTUH 23109.88 TOTAL SENSIBLE 19129.45 TOTAL LATENT 11607.03 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4621.98 20% SENS.OVRSZE FTR: 3825.89 ACTUAL + 20% OVERSIZE: 27731.86 ISENS. + 20% OVERSIZE: 22955.34 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- West Double Clr Drapes/Blinds 1 6.00 174 .00 276.00 West Double Clr Drapes/Blinds 1 6.00 174.00 276.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690 .00 South Double Clr Drapes/Blinds 1 24.00 696.00 600.00 South Double Clr Drapes/Blinds 1 5.00 145.00 125.00 South Double Clr Drapes/Blinds 1 4 .00 116.00 100.00 North Double Clr Drapes/Blinds 1 42 .00 1218.00 672.00 North Double Clr Drapes/Blinds 1 10.00 290.00 160.00 North Double Clr Drapes/Blinds 1 20.00 580.00 320.00 Infiltration : Winter Htm ( 31.84 ) x 132.00 4202 .88 Infiltration : Summer Htm ( 7 .73 ) x 132 .00 1020.36 --------- --------- --------- Window Frame : Metal SUBTOTALS: 132 .00 8030.88 4239.36 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 995 .00 3582 .00 2487 .50 Wood Stud - Adj . 11 197 .00 709.20 334.90 --------- --------- --------- SUBTOTALS: 1192 .00 4291.20 2822.40 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21.00 371.70 109.20 Solid Core/Wood - Adj . 0 18.80 417 .36 78.96 Infiltration :Winter Htm( 31.84 ) x 39.80 1267 .23 Infiltration :Summer Htm( 7.73 ) x 39.80 307 .65 SUBTOTALS: 39.80 2056.29 495.81 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1493.00 1940.90 2388.80 Under Attic 30 165.00 214 .50 264 .00 ------ --------- --------- SUBTOTALS: 1658.00 2155.40 2652 .80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 169.00 Lin.Ft. 5475.60 000 .00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 22009.41 17390.41 ------------------------------------------------------------------------------- W rO ' Q� 1 � t� c"'Zt tJil w '`3 y O CIOa � r., o vy ID) TE J CNK BY HD ; xLMES LUMBER PANtW02(�vr)R TR USS CO. R T z�n _ 6550 ROOSEVELT BLVD. CNSONVIII JA .E, FL.. 32244 PHONE 904 772-8100 FAx 904 772-1973 fes' CI ING E VIMO REEL 5^3110 am 100 Mn - - ( n TICAL LENGTH •-1. 2PXvPu 0'-12" 2Jci K S0. PIN i <21 2PX K so. •Lt4 lt'-1.' 27t1 K ID. 111E� <21 2><4 K ID. •IRE apt. Ila TOE NAILS a 6• D.C. STAG. Iia 0 9'a.C. w a.c. . WM.E NOTE MGN TOP r0 earTaH 2x4 aun.acIe"s rrr. VARLUrL r7G x \ CaIfr1MJOUS SLPPORT F 1 a r8 - 3 REFER M LATOUr .-a DL-cal M IS TO FACE or GIRDER. „ ( D MAX > ro .. ro OT.e or 12a NAU.s - # Bottom�C1URD 47 ^ T4 1 FAO ozi V �n Simpson trong- Ie a` 79A r ) '1`p �J^ a>.o 1 _ pr1E ary Z tl2dIOd OdcoR1 PLTi(FADE SCAT 1 nE a Law a.C. Nl T5G a RANGER I DavN.DAD JUPLIFTI HL TA RNS26 1 2751# 1286# M� RUa M/MAMEK e5F0w2v lfY ©� fO MFEK f0.5iMP5ON CAfALOaf FOX Ts COMPLETE N%ALLMON a]MLM5. r a ALL W L5 fO 8E 511T1,02 PY R LOM. r Ti = TIG CC) �< Z ROOF FRAMING PLAN o ' NOT TO SCALE SHEET 2 2 F Job: (5-0673) T t12 / T1 8' GABLE THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): WEBS 2x4 SP 03 BRG.LOC (FT): UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED _ ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -------------------------------------------------------------- WWx UPLIFT *mm XWW HANGER MWM H5 - -455i(Jacks Only) MS26 - + 27511 -12860(100 1ply MTS12 - -10000 1 HUS26 + 33151 -15501(160 1ply MTS12 - -20001(2 Each) 1 HHUS48 + 42991 -1660/(10d 2ply) MTT288 - -3786112 Each odd HHUS48 - + 51801 -200011160 2ply) MTT288 - -44550(2 EaCh) (16d) HGUS48 - + 66400 -21990(10d 2ply) MS760 - -468Bi(Per 2ply) 1 HGUS48 + 8000f -2650it16d 2ply CS150 - -16500(Each) I HGUS5.5- +113351 -39451(160 3plY ---------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �+—— —4- _4' --------� T 3X4 Q 6 (� s O N 2X4 (DI) �4 (D ) R=94 plf W=8' TAG T10 SED: 61437 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = i REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF *I MPOR T A N T 111E SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND t'1NN ' TC OL 7 .0 PSF DATE 03/15/95 \v1 DEv1ATTON FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANT BRACING. SEE NES-Bl BY TPI. SEE THIS GE FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` E •��� O� ALPINE CONNECTORS ARE MADE OF 20GA GAIY. STEEL MEETING ASTM QUIREMEMIS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10.0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED MIT"PROPER . TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 5606 W BC LL 0.0 PSF NP W CONNECTORS PER DRAWINGS 730. 130 L 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.L D. 47.0 PCJF D/A LEN. 8 0 CONFORM M/APPLICABLE PROVISIONS Of NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER �0RIOT' P: SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q'� DUR.FAC. 1 .33 Iw nM V AMI CHAI I mm Of REt IED UPON IN ANY OTHER MAY. DESIGN 7 O THE TRUSS ERECTION CONTRACTOR. , TNF .� -- --..— — ..u _ !'1 P'•A t,t Job: (5-0673) LOT 112 / T1 8' COMN GIRDER THIS OWG. PREPARED FROM OMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEApINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB1: 280 280 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 7.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS GIRDER DESIGNED TO CARRY 07-00-00 TRUSSES FRAMING TO ENCLOSED BUILDING (1991 SBC) BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTHER SIDE. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE 80TT014 CHORD. MMx UPLIFT WNWMWM HANGER xxW H5 -4550(Jacks Only) 9 HUS26 - + 27510 -12860t10d Sply) MTS12 - -10001 1 HUS26 - + 3315# -1550#0 6d 'ply) MIS12 - -20001(2 Each 1 HHUS48 - + 42990 -16600(10d 2ply MTT288 - -37861(2 Each (10d) HHUS48 - + 5180# -20004116d 2ply) MTT268 - -44551 2 Each 16d HGUS48 + 6640# -2090110d 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 80001 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4X4 m 6 D v N2X4 (A 1) X4 (A i) 4"3 �258' 1 X4 8' 8' R=8i9# W=3"8 R=819# W=3"8 TAY T22i SED: 61441 PLT. TVP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL - 1 REV, 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 03/14/95 T C LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H10-01 BY TPI. SEE THIS DESIGN - � r,I f���� TC DL 7 .0 PSF DATE 03/15/95 ^ \\UVAvI1,U\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE 017H GSTBB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE - , - ALPINE CONNECTORS ARE MAGE OF 206A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 10 .0 PSF ORWG O MAB OR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD$HALL BE LATERALLY SRACED WITH PROPER - 5606 p TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W SC LL 0.0 PSF NP W CONNECTORS PER DRAWINGS 130. 150 G IBCA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILINAPAO-PER _ STATE OF _ TOT.L D. 47 .0 PSF O/A LEN. B-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FORSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY ' Q � DUR.FAC. 1 .33 1N ONLY, AND Shill NIT BE RELIED UPON IN ANr OTHER MAY. DESIGN TO TME TRUSS EiiECTIRI CONTRAINEE �` CC3ArTnlr. CFF hAnVF IT..r rnmm IDb: (5-0673) T T ' HIP 7'SB THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N :T2 2x6 SP 01 W. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 850 840 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH WINO. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- MMM UPLIFT MMM I MMM HANGER MMM H5 - -455f(Jacks Only) HUS26 - + 2751# -1286/((lOd 1ply) NTS12 - -1000# 1 HUS26 - + 33150 -15500`16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299/ -16600110d 2ply) MTT288 - -3786#(2 Each) (IOdlt HHUS48 - + 51800 -2000/116d 2ply) MTT288 - -4455#(2 Each) 1116411 HGUS48 - + 6640f -21990110d 2ply MST60 - -46880(Per 2ply) I HGUS48 - + 80000 -2650/(l6d 2ply)) CS150 - -1650#(Each) HGUS5.5- +11335/ -3945#(i6d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 21 ' 11 �7- 7' T 7- T 6X8 (R) T2 X (R) m 1.5X3 1.5X3 6 P;- 1 m 4X5 (A2) 4X5 (A2) X4 4X4 3X7e 21 ' �--2' LL 21 ' 2' —I R=2105# W=3"8 578f 578f R=2105# W=3"8 TA = T7 E : 61445 . 500 6i02 PL TVP.-ALPINE DESIGN CRIT=TPI DTY i TOTAL - i REV. 17.2m S ALPINE ENGINEERED PRODUCTS, INC. (� TRUSSES REQUIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF (�2 *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DES �GN �1/"RR" TC OL 7.0 PSF DATE 03/15/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , � F •� ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM GUIREMENTS. LMA-ESS OTHERWISE INDICATED. TOP - - BC DL 10 •0 PSF DRWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER BC LL 0 .0 PSF NPS'') - 5606 - IRMSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LV ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M COWNECTORS PER DRAWINGS 130, ISO L 16OA-F, DESIGN STANDARDS WIT"PROPERLY ATTACHED R1GI0 CEILING -- SEE STATE OF - T 0 T.LO. 47.0 PSF O/A LEN. 21-0-0 U CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER._ . _ ..... .hr71 < Al r� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT. ... DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TM13 oQ DUR.FAC. 1 .33 _ _ - _. _. .- . . ... .. n..rn ...,. nce•r.. .n •.r rn...n.r.nn i. N ...-.nS .. -__ lob: 5-07 T 112 1 T3 21 ' HIPS 9*SB THIS ONG' PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP :2 N UPLIFT (L81: 470 460 WEBS 2x4 SP #3 BRG.LOC FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- ■xN UPLIFT xWN I NNx HANGER *mm H5 4550(Uacks Only) IUS26 - + 2751/ -12860(100 iply MTS12 - -10001 1 HUS26 - + 331st -S550t 16d Sply) MTS12 - -20001(2 Each) I HHUS48 - + 42990 -16601 0d 2ply) MTT288 - -3786:(2 Each) 110011 HHUS48 - + 51800 -20000(iBd 2ply1 MTT288 - -44551(2 Each) (160)1 HGUS48 - + 66400 -21990110d 2ply MST60 - -4688:(Per 2ply) HGUS48 - + 8000# -26500 160 2ply CS150 - -1650:(EacnI) HGUS5.5- +113351 -394501164 3ply) --------------------------------------------------------------- REFERENCE HOLDS LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9' 3, 9, 05 (R AX5(R) TIT fnr� m = 1.5X3 1.5X3 6 F,- 3X4 3X4 ( X4 (At) 4 3r4 3X4 R=1140# W=3"8 R=1140# W=3"8 TAG TgQ SED: 51448 PLT. TY -ALPINE DESIGN CRIT-TPI OTY - i TOTAL - i REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 03/14/95 TC LL 30 . 0 PSF REF t *IMPORTANT*X SHALL NOT BE RESPONSIBLE FOR ANT ARNING IN HANDLING. ERECTION AND OEVIATIONFROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ` �i TC OL 7 .0 PSF DATE 03/15/95 FAT LURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST9a BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , �ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTN DUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 1O .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ O O PSF NP W TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL CONNECTORS PER DRAWINGS 130. 350 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE suTE ov _ TOT.LD. 47 .0 PSF O/A LEN. 21-0-0 CDNFDRM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/3/93) FDR PROPER LO qIO+' P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q' DUR_FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. INEER ` HIPS -_ ., KpnrTnir, 24.o" TVPF .10 - 7 T T4 ' LITE STOR, THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP 02 N UPLIFT (LB): 470 460 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED BUILOING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- xWW UPLIFT AmurxxW HANGER xxW H5 455#(Jacks Only) HUS26 - + 2751! -1286#(106 1ply)) MTS12 - -1000# HUS26 - + 33150 -1550#(16d 1ply) NTS12 - -20000(2 Each) HHUS48 - + 4299# -1660#(IOd 2ply) MTT288 - -37860(2 Each) (10d)l HHUS48 - + 5180# -2000#(16d 2ply MTT288 - -4455#(2 Each) (16d) HGUS48 - + 66400 -21990(10d 2ply MS760 - -4688#(Per 2ply) HGUS48 - + 8000# -2650#116d 2ply CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(f6d 3ply ---------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10'6 -�- - 10,6° 4X5 (R) m 1.5X3 1 .5X3 h 6 p 0 3X5 (A 1) X5 (A i) 3' 4 Xb 3X6 -- 8 f 2 21 - - --)- 2' R=1770# W=3"8 R=1770# W=3"8 TAGTgg SEO: 84256 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY . 8 TOTAL - 8 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES iEOUIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IM HANDLING. EREcTIDN AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN _ �T'1T11jI'Tl� - T C DL 7.0 PSF DATE 03/15/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE W11H 05798 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , �� f '� ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTH GUIREMENTS. UNLE55 OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG O A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 - (� (A� TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD w BC LL 30 .•0 PSF / NP21-0-0 /•• CONNECTOR$PER DRAWINGS 130, 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF - T 0 T.L D. 77 .0 PSF O/A LEN. 2 1'-0-0 CONFORM w/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 R10� P SEAL ON THIS DRAWING APPLIES 10 THE COMPOHffNT OEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q � ouR.Fac, 1 .3 3 IN ONLY, AND SHALL NOT BE RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. /NEE S, caerrNr, 9G 0,, TVC19: EnMN Job: (5-0673) LOT j 12 T 5G 8' GABLE THIS OWG. PREPARED FROM C014PUTER INPUT (LOADS 6 GIMENSIONS1 SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB)): WEBS 2x4 SP 03 BRG.LOC (FT): UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. --------------------------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)_Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------- Bxx UPLIFT WWW i BWB HANGER WWB H5 -455/(Jacks Only) HUS26 - + 27510 -128611100 1p 1y MTS12 -10001 1 HUS26 - + 33150 -15500(i6d /ply MTS12 - -2000#(2 Each) I HHUS48 - + 42991 -16600�tOd 2ply MTT2818 B - -3786# 2 Each) (10d)) HHUS48 - + 50# -2000# 160 2ply) MTT28B - -44550(2 Each) (16d)I HGUS48 - + 66400 -2199#(10d 2ply MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# :26500(16a 2ply) CS150 - -1650#(Each) ) HGUS5.5- +11335# -3945#11160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4' -� 4 ' T 3X4 Q 6 p O cu 2X4 (01) X4 (01) ou �10' 8 R=94 Of W=8' TAY T114 SEG: 61454 PL7. TY .-ALPINE DESIGN CRIT=TPI QTY a 1 TOTAL - 1 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF )(*IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN � I�c ' - TC OL 7 .0 PSF DATE 03/15/95 FAILURE TO BUILD TIC TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE NN - ` v ALPINE CONNECTORS ARE MAOE OF 20GA GALW Y. STEEL MEETING AGIN IREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10.0 PSF ORWG A446 OR B EXCEPT AS UNLESS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACE.WITH PROPER ill (A( TAUSS AND ESS OTHERWISE LOCATED ON THIS OESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 5606 - W BC LL 0 .0 PSF NP W CONNECTORS PER DRAWINGS 130, 150 C 4OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF TOT.L D. 4 7 .0 PSF OSA LEN. 8-O—O CONFORM W/APPLICASLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/9il FOR PROPER L O qIO� P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q � JOUR.FAC. 1 .33 IN ONLY, AND SHALL NOT DE RELIED UPON IN ANY OTHER NAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. INF 0a5.11 —.--.,- -A „,. 1____ nr'A 01 Job' 15-0673) LOT 112 / T MN THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSION SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SO 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORD 2x4 SP 02 N UPLIFT (LBI: 230 340 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 6.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)Gravity (-)-Uplift CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS OWN UPLIFT Xxx I xxx HANGER xxx AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING H5 -455#(JackS Only) HUS26 + 2751/ -1286#110d 1ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTS12 -1000# 1 HUS26 + 33150 -15500 160 )ply NTS12 - -20000(2 Each) I HHUS48 - + 4299# -16600(fOd 2ply) 14TT288 - -3786#(2 Each) 000)l HMS48 + 51800 -20000(16d 2ply) MTT288 - -4455#(2 Each) IS6tl)� HGUS48 - + 66400 -21990(100 2ply) MST60 - -4688# Per 2ply) HGUS48 + 60000 -26501 16d 2ply CS15O - -1650#(Each) I HGUS5.5- +113350 -39450(160 3ply) ------------------------------------------ ----------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 44' 5X6 ch v fV 6 2X4 (At) X4 (A I) A-3 �— 1. 1 .5X3 6'8" 1 '4" �-- 2' 8 }' 2 --� R=428# W=3"8 R=630# W=3"8 TAG T 6 SED: 61456 PLT. TY .—ALPINE DESIGN CRIT=TPI QTY 3 TOTAL 3 REV. 17.2m SCALE 0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF to *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN �1�'V5' ��� TC DL 7 .0 PSF DATE 03/15/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ,ALPINE CON ECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOPBC DL 1O .O PSF DRWG AA46 6R 8 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL SE LATERALLY BRACED WITH PROPER - 5606 - �j W TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x BC LL 0•O PSF NP W CONNECTORS PER DRAWINGS 130. 150 G IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT T.L 0. 4 7 .O PSF DSA LEN. B-0-0 CONFORM W/APPLICABLE PROYISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' C 0 RIOF P ^^ ^T SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY GF THIS Q � DUR.FAC. 1 •33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, INEEVr'.: . , 1. n-- t.....- F`F)LAAI Job: 5- T6 14' COMN RSC THIS DWG. PREPARED FROMCOMPUTER__INPUT_ LOADS 6 DIMENSIONS) UBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LBH: 360 350 WEBS 2x4 SP 03 BRG.LOC FT : 0.00 13.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 0 991 SOC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- xWx UPLIFT xWW xxx HANGER xxx H5 455#(.lacks Only) HUS26 - + 2751# -1286/(iOd Spl MTS12 - -1000# HUS26 - + 33150 -1550#(16d 1plyy MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(IOd 2ply MTT28B - -37660(2 Each) (10d)1 HHUS48 - + 51800 -2000006d 2ply) MT72BB - -44550(2 Each) (16d) HGUS48 - + 66401 -21990(10d 2ply) 14ST60 - -4688#(Per 2ply) HGUS48 - + 8000/ -26500(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#06d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 7' -+- 7 4X5 m 0 6 p 5X5 m 2X6(A 1) C\j X6 (A i) d 4.61 4'3 �g 5X6 14' �---2 --}-- —5 6 3' -�- —5'6 2' —� �- 14 ' R=811# W=3"8 R=811# W=3"8 PLT. TYP3- ALPINE DESIGN CRIT-TPI OTY i TOTAL 1 REV. i7.2m EQ: 6145 3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES iEOUIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF *IMPORTANT)(*SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN �T,1'Vej ts 1 e���� TC DL 7 •0 PSF DATE 03/15/95 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 GUITCMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10.0 PSF DRWG AADS GR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER z 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x BC LL 0 .0 PSF NPW CONNECTORS PER DRAWINGS 130. 150 t 1BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - T 0 T.L D. 4 7 .O PSF 0/A LEN. 1 4-O-O CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER T O RIO Y' - P, 1 . 33 SEAL ON IN78 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FIURNiSH A COPY OF Tn15 � F (NEEP`'e`� DUR.FAC. IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN 10 THE TRUSS ERECTION CONTRACTOR. SPEC � " - SPACING 24.0" TYPE ,b: (5-0673) LOT T7 7' GABLE RBC THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MF . OP CHORD 2X4 SP #2 N NNWARNING! 1 UNPLATED JOINT(S)NN OT CHORD 2x4 SP 02 N WEBS 2x4 SP 03 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): BRG.LOC (FT): LL PLATES ARE 1.5X3 EXCEPT AS NOTED. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED EE DRAWING A115/R AND/OR 884,080 FOR FILLER DETAIL. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS . RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift u1ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ------------------- --------------------------------- XxX UPLIFT xxx I MMM HANGER XXx CONTRACTORS WARNING: H5 - -455#(Jacks Only) I HUS25 -- + 27510 -12860(104 Iply HIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000/ 1 HUS26 + 3315/ -1550# 16d 1ply T SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each HHUS48 - + 4299# -16601 10d 2ply NSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -37860(2 Each) (100) HHUS48 - + 51800 -2000/ 160 2ply1 MTT288 - -4455/(2 Each (16d) HGUS48 - + 6640# -2199# 10d 2ply 1 MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650# 16d 2ply) CS150 - -1650#(Each) ( HGUS5.5- +113350 -3945# 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 20'6 16'6" ---� 3X5 X5 v 5X5 i*1 3X4 0 3X4 5X5 5X4 X4 (D I)) 2, 1 .3XA 2'�10 _0 4 44.61 1 2X2 _L--,$!9. �-► 8'5"8 ---- -5'2"8 ►CX 6 23-4" �----- 13'8" 23-4" 5'6" 31 '6" 37' R=348# W=3"8 R=678# W=3" R=106 plf W=23' 1" IL7. TYP9-ALPINE DESIGN CRIT-TPI OTY - i TOTAL 1 REV. 17.2m SCOLE6-0 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF *I MPORT AN T)(�(SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING. ERECTION AND to DEVIATION FROM THIS DESIGN CA THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-B1 BY TPI. SEE THIS DESIGN �`"It ' ��, TC DL 7.0 PSF DATE 03/15/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `� ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTN GIIREIENTS. UNLESS OTHERWISE INDICATED. TOP - - 8C OL 10 .0 PSF DRWG A446 OR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL GE LATERALLY BRACE.111TH PROPER 5606iRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 0 PSF NPW CONNECTORS PER DRAWINGS 130. 150 L 16OA-F. DESIGN STANOARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEESTATE OF TOT.LD. 4 7 .O PSF 0/A LEN. 3 7-O-O CONFORM W/APRICABIE PROYISIOMS OF NOS C TPT. AN ENGINEER'S AlP1NE TECM11CAl IMOATE 17/1/Bf) FOI PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY pF T"IS ' �. �OR1OUR.FAC. 1 33 IN ONLY. AND SHALL NOT BE RELIED WON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INF tT'`�.�• ,. ,�.•,,, ,�. n CI"IC f' Job' -06 T 112 T8 37' COMN RSC THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N :T4 2x4 SP /1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 360 830 600 WEBS 2x4 SP /3 SRG.LOC FT): 0.00 13.67 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED ALL PLATES ARE 3X4 EXCEPT AS NOTED. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SEE DRAWING A115/R AND/OR 884.080 FOR FILLER DETAIL. (0-Gray ity (-)-Uplift --------------------------------------------------------------- (A) 1X4 13 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO WxW UPLIFT NNN mmm HANGER WWx BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING H5 - -455#(JackS Only) HUS26 - + 2751/ -12861(100 1ply) MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A MTS12 - -1000/ HUS26 - + 33151 -15501(160 !ply) SUITABLE SUPPORT BY ERECTION CONTRACTOR. MTS12 - -20000(2 Each) tt I HHUS48 - + 4299# -1 10d 2ply)) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. MTT288 - -44550(2 Each) (16d)I HGUS48 - + 6640# -2199# 10d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MS760 - -4688#(Per 2ply) 1 HGUS48 - + 80001 -2650#1160 2ply) CS150 1650#(Each) I HGUS5.5- +11335# -39451 16d 3ply) CONTRACTORS WARNING: --------------------------------------------------------------- THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. �---- 20'6" 16'6" ---� 5X5 3X5 3X6 m 3X6 (A) (A) T4 6 X5 (A 1) X10' 3X5 (A 1) 2. 1.5X4 X X i . X T �3 a 4.61 3X3 5X5 3X9 ---8'5"8 ---} 5'2"8 23'4" 13'8" •-�- 23'4 ----� 37' R=503# W=3"B R=2200# W=3" R=1081# W=3"B TAG T30 SEG: 67715 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY - 5 TOTAL - 5 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 03/14/95 TC LL 30.0 PSF REF (�� X IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND I \ OEYlAt10N FROM fM75 DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-BI BY TPI. SEE THIS DESIGN %%.us' fT���' TC DL 7 .0 PSF DATE 03/15/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , ALPINE CONNECTORS ARE MAGE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNOM.ESS OTHERWISE INDICATED. TOP - - 8C OL 10 •0 PSF ORWG - A446 GR B EXCEPT AS TED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACEO WtTM PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W - 6C LL 0 •0 PSF NPW CONNECTORS ECTORS PER DRAWINGS M. 150 C IGOA-F. DESIGN STANOAROS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF TOT.L0. 47 0 PSF OSA LEN. 37 0-IJ \\\U\U\U\ VVV COORM W/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 47/1/911 FOR PROPER C 0 R10' P SELL ON tH18 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS _ ,n, nlla.FAC. I )b: (5-0673) LOT T9 37' COMN R8C THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR. IOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 3OT CHORD 2x4 SP #2 N UPLIFT (LB): 350 820 620 WEBS 2x4 SP 03 BRG.LOC llFT): 0.00 12.67 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) (A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO WINO SPEED ------ MPH. MEAN HEIGHT " 15.00 FT. ENCLOSED --------------------MPH. M-------------------FT. EN------------ BE EQUALLY SPACED. ATTACH WITH (2) BO NAILS. BRACING TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO AW-Gravity (-)"Uplift SUITABLE SUPPORT BY ERECTION CONTRACTOR. ------------------- --------------------------------- WMW UPLIFT ■xx 1 MMM HANGER xWW A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. H5 455#(Jacks Only) 1 HUS26 + 2751# -1286#(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 -10000 I HUS26 - + 3315# -1550#(160 1ply)1 MTS12 - -2000#(2 Each) I HHUS48 + 4299# -166O#(10d 2ply CONTRACTORS WARNING: MTT288 - -3786#(2 Each) (100)1 HHUS48 " + 5180# -20000(160 2ply FHIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -4455#(2 Each) (16d) HGUS48 + 6640# -21991(fOtl 2ply)) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NST6O 4688#(Per 2ply) I HGUS48 " + 8000# -2650#1f6tl 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS15O - -165O#(Each) I HGUS5.5- +11335# -3945#(160 3p 11y) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 20'6" 16'6" --� 5X5 3X4 m X5 X5 3X !� (A) 0 3X4 r, 6 3X5(A 1) 3X7 3x i . T X10' 3X5 (A i) 2' �3 3X � 1�------- - 12' 11" X3 24 ' 1" 37' N� R=687# W=3"8 R=1819# W=3" R=1319# W=3"8 33 SED: 67745 PLT. TY .-ALPINE DESIGN CRIT=TPI QTY 7 TOTAL 7 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF t *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN - �1 'us ��� TC DL 7 .0 PSF DATE 03/15/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , 11ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTN OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - 8C DL 10 .0 PSF DRWG A446 GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606TRUSS AND UNLESS OTHERWISE LOCATED ON !NIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - 8C LL 0 •0 PSF NPW CONNECTORS PER ORAMINGS 130. 150 0 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.L 0. 47.0 PSF OSA LEN. 3 7-0-0 CONFORM PL M/APICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER C O ql� F P SELL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPT OF THIS F Q��` DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIEO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. • INEE Iol conr•Tr.lr_ S)n n" Tvnc SPF(' Job: -0 7 T T A 7' COMN RBC THIS OWG. PREPARE FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP #2 N :T3, T4 2x4 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB1: 420 820 650 WEBS 2x4 SP 13 BRG.LOC FT): 0.00 12.67 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO --------------------------------------------------------------- BE EQUALLY SPACED. ATTACH WITH (2) 80 NAILS. BRACING TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MATERIAL TO 0E SUPPLIED AND ATTACHED AT BOTH ENDS TO A (+)-Gravity (-)-Uplift SUITABLE SUPPORT BY ERECTION CONTRACTOR. ------------------- ----------------------------------------- WxW UPLIFT WWW I WWW HANGER x*W A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860 100 iply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# I HUS26 - + 33150 -15501 16d 1ply)) MTS12 - -20000(2 Each HHUS4B - + 42990 -1660# 10d 2ply) CONTRACTORS WARNING: MTT288 - -37861(2 Each ((10A HHUS48 - + 5180# -20001 16d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -44551(2 Each (16d)) HGUS48 - + 6640# -21990 10d 2pIy) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -265001160 2ply i INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -16501(Each) HGUS5.5- +11335# -3945#060 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 20'6 16'6" --� 5X5 T3 3X4 3X5 X5 m 3X6 !� (A) 03X4 .1 T4 6 X5(A 11 X10' 33X7 3X 1.5X 3X5(Ai) B =LC3 1 . X 3X3 3 —0 �-- 12 8 24 '4" �Ny} 37' N� R=739# W=3"B R=1734# W=3" R=1352# W=3"B 2 SED: 67748 ' PLT. TYPE- ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL 2 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 03/14/95 T C LL 30 .0 PSF REF **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, DR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN �' �� TC, DL 7 O PSF DATE 03/15/95 ^ \\UvAvIAV\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTaB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRWG 0 AAIB GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL 8E LATERALLY BRACED KITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 .0 PSF NPW CONNECTORS PER DRAWINGS 130, 150 C ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -• SEE STATE OF = TOT.L 0. 47 .0 PSF (]/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE p/1/90 FOR PROPER (O R10 Y' P' i .33 SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPT OF THIS � Q' OUR.FAC. IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, ^f_ ^DESIGN.TO^THE^TRUSS ERECTION CONTRACTOR, , INEEPC SPACING 24.(]" T YPE SPEC Job: 5-0 7 T T 7' COMN R THI DWG. PREPARED FROM COMPUTER NPUT L AOS G. DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP /2 N :T3 2x4 SP #i N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (FB): 0500 28655 36200 WEBS 2x4 SP #3 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS B 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (0-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. WWX UPLIFT WWW ) WWW HANGER MWW MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(JaCkS Only) I HUS26 - + 2751/ -12860(lod 1ply) MTS12 - -1000/ I HUS26 - + 3315# -15500116d 1ply CONTRACTORS WARNING: HIS 12 - -2000/(2 Each) I HHUS48 - + 4299# -16600 10d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -3786#(2 Each) MCI)[ HHUSAB - + 5180/ -20000(16d 2ply)) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT2813 - -44550(2 Each) (1601 HGUS48 - + 6640# -2199/(SOtl 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply CS150 - -1650#(Eacn) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS —20'6" 16'6" 5X5 3x4 T3 3X5 m 3X6 X6 i� 1.5X3 (A) 6 X5 (A1) _F X10' 3X5 (A 1) e —TV3 3X43Xb 3X8 IN 2X4 JX3 28' 11"8 -T� 8'0118 --� �Nyl 37' R=1502# W=3"8 R=1797# W=4"15 R=484# W=3"8 PLa SED: 61828 TY .-ALPINE DESIGN CRIT-TPI QTY - i TOTAL - 1 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF M IMPORTANT 1()E SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n (\ DEVIATION FROM THIS DESIGN ON THESE SPECIFICATIONS, OR ANY BRACING. SEE MIS-91 BY TPI, SEE THIS DESIGNNFOR0'VS' ,,, T(, DL 7 .0 PSF DATE 03/15/95 n \\UTV`"ISV\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5W6 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC L L 0 .0 PSF NPW CONNECTORS PER DRAWINGS 130. 150 C IBOA F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -SEE - STATE OF - TOT.LD. 47 .0 PSF (]/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS¢ TPN. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' P'� SEAL GN THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS D R101 . 3 3 IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ' INEEa`'e� DUR.FAC. tY'� cnAr T AHr_ SA n" Ob' -0 T 112 T11 7' COMN RQQ THIS WG. PREPAq FROM COMPUTER INPUT ILOADS 6 D MENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 NPROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORD 2x4 SP i2 N UPLIFT (LB): 550 670 210 WEBS 2x4 SP i3 BRG.LOC (FT): 0.00 26.55 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED • 100.00 MPH. MEAN HEIGHT • 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 80 NAILS Q 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS ERECTION CONTRACTOR. (+)•Gravity l-)•Uplift ---------------------------------------------ANGER------------- A RIGio CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. kkk UPLIFT kkk i kkk HANGER kkk MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 -4550(Jacks Only) HUS26 + 2751/ -12860(100 1ply) MTS12 • -10000 HUS26 + 33150 -15500(160 1ply)) CONTRACTORS WARNING: MTS12 - -20000(2 Each) I HHUS48 + 4299► -16600(i0D 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -37860(2 Each) (IOD)I HHUS48 + 5180► -20000(160 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -4455#(2 Each) (16011 HGUS48 • + 66400 -219901100 2ply1) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 -4688#(Per 2ply) I HGUS48 • + 80000 -26500 160 2ply) CS150 -16500(Each) I HGUS5.5• +11335► -39451 160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 20'6" 16'6" -i 5­ 3X4 X5 m 3X6 X5 1 .5X3 .-1 1.5X3 (A) 6 X5 (A 1) X10' 3X5 (A 1) �2' 3 4 3 'X6 3X8 �B 5X4 26' 11"8 ?�- 10'0"e -� I N-�'• 37' N� R=1416# W=3"8 R=1751# W=4" 15 R=617# W=3"8 PLT. TYPO—ALPINE DESIGN CRIT=TPI OTY - i TOTAL - 1 REV, 17,2m SCALE6-0?1667 ALPINE ENGINEERED PROOUCTS. INC. TRUSSES REOUIRE EXTREME CARE 03/14/95 T C LL 30.0 PSF REF *IMP ORT AN T**SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN "1,' "fN�,� TC D(„ 7 .0 PSF DATE 03/15/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH CST"BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RF ` O\\\\\VVJ ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 •0 PSF DRWG (\�\ A445 OR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER Z 5606 J\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - k - BC LL 0.0 PSF NPW CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE STATE OF T 0 T.L D. 4 7 O PSF O�A LEN. 3 7-0-0 CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C O RIO Q- DUR.FAC. i .3 3 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS L( IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEERS ` .__.01 . TW Ke 01/.TF tNSTTTOTF NOS • 1991 NATIONAL OFSTGN SPFrIFICATION FOR MOOD CONSTRUCTTON HH,H�H��` SPACING 24.0" TYPE SPEC b: 5- 7 T 112 T12G 37' GABLE THIS DWG. PREPARED FROM_COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFROCHORD 2X4 . OT CHORD 2x4 SPP /2 N :B2 2x8 P 02 It 2 Complete Trusses Required WEBS 2x4 SP #3 :W19 2x4 SP #2 N: LL PLATES ARE 1.5X3 EXCEPT AS NOTED. NAILING SCHEDULE: (0.131x3.0_grails) TOP CHORD: 1 ROW 0 16' D.C. RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. BOT CHORD: 1 ROW 0 16' D.C. UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WEBS : 1 ROW ! 4' D.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS. IN EACH ROW TO AVOID SPLITTING. PROVIDE UPLIFT C T. P ECTIONS AT B ARINGS AS INDICATED. UPLIFT (LBI: 7>3i l2►o i BRG.LDC (FT): bl 30Lp" UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS l+)-Grav 1 ty (-)-Uplift --------------------------------------------------------------- xxx UPLIFT xxx i xxx HANGER mom H5 - -455#(Jacks Only) I HUS26 - + 2751/ -1286#(1Oo (ply) MTS12 = -10000 I HUS26 + 3315# -155001160 1plyl) MTS12 -2000#(2 Each) 11 HHUS48 + 4299# -16600 Iod 2ply) MTT288 - -3786#(2 Each) (10oI1 HHUS48 - + 51800 -20000(16d 2ply) MTT288 - -4455#(2 Each) (16d)i HGUS48 = + 66400 -21990(10d 2ply) NST60 - -4688# Per 2ply) II HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650# Each) I HGUS5.5- +113350 -39450(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS SPECIAL LOADS ------------------- ----------------- TC - From 74 PLF at 0.00 to 74 PLF at 37.00 SC - From 20 PLF at 0.00 to 20 PLF at 41.00 37' BC - 3279 LB Concentrated Load at 21.00 - k 20'6- 16'6" -� T 5X5 5X5 4X5 M p 3X4 s 3X4 (01)—r— -*10 ' 3X5(D i) 2• 2X3(01) ] Xi H 512 i �-- 30' 7' --� - -----37 �-- 21 ' 16' ---{ R=23751 W=3"E) -� R=626 plf W=7' 11 gEQ: 62193 'LT. TYP.-ALPINE DESIGN CRIT-TPI OTY- 1 PLIES= 2 TOTAL= 2 REV. 17.2m SCALE 0.0946 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE Exif ME CARE 03/14/95 TC LL 30 .0 PSF REF _ 2 *IMPORTANT NX SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION ANO \\(VV1 �`'"� ''''� TC DL 7 .0 PSF DATE 03/15/95 DEVIATION fRINI THIS DESIGN OR THESE SPECIFICATIONS. �ANY BRACING. SEE HIB-91 BY TPI. SEE iNtS DESIGN �� e /� FAILURE TO BUILD TME TRUSS 1N CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE-CONNEC'DR8 MADE OF 20G'GAL . STEEL MEETING ASTN OUIREMENTS. UNLESS OI.EA.ISE INDICATED, TOP BC DL 10.0 PSF ORWG •• ARE.�.. •.+.... ..w.•r^rnnn m e.rw c.rc rc nrwn-wu we Anna r w.rer.rr rw OMPiq � Gene - n n -_- A if'f 1.1 , Job: 5- 7 T 112 T13 7' MONO IRO R THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSION SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N BEARING BLOCKS: NAIL TYPE: 0.131x3.0___pails BOT CHORD 2x8 SP 01 N BAG X-LOC /BLOCKS LENGTH/BLK (NAILS/BLK WEBS 2x4 SP 03 0 0.000, 1 12' B NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SANE SPECIES. SIZE & GRADE AS CHORD. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 1150 1250 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. BRG.LOC (FT): 0.00 6.75 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED SPECIAL LOADS --------------------------------------------------------------- -------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS TC - From 74 PLF at 0.00 to 74 PLF at 7.00 (+)-Gravity (-)Uplift BC - From 906 PLF at 0.00 to 906 PLF at 7.00 x66 UPLIFT xrwI 666 HANGER 6x6 50 H5 - -45 (JeCks Only) 1 HUS26 - + 2751/ -12860(10d 1ply) MTST2 - -10001 1 HUS26 - + 3315/ -15500(160 1plyl MTS12 - -20000 2 Each) (( )II HHUS42 - + 42990 -16600(104 2ply MTTMTT288 - -44550 2 Each) (f6d)1 HGUS48 - + 66400 -21990`00 1`10d 2160 ply) MS160 - -46880 Per 2ply) I HGUS48 + 80000 -26500116d 2plyl CS150 - -16500(tt(((Each) I HGUS5.5- +113350 -39450 16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS - 2X2 5X9 m 6 p;- 4X5 4X5(A0 --f- 4"3 8 4X14 5X6 R=3575# W=3"8 R=3278# W=3" 6 REO: 62119 PLT. TTP.-ALPINE DESIGN CRIT-TPI OTY . i TOTAL - 1 REV. 17.2m SCALE �0. 000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAME 03/14/95 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HAmxtw,H. ERECTION AND ♦�,,,,,, „�� 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE M18-91 BY TPI. SEE THIS DESIGN ♦ S� f i� TC OL 7 .0 PSF DATE 03/15/95 FAILUAE TO BUILD TIE TRUSS IN CONFORMANCE MITM OST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIPENENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRWG A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 BC(`) LL 0.0 PSF NP W TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD ,I \".♦\\"/ reM-cern -OOAMTMOC INH I"C 180A-F. OESION STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - cTAYc nc t n T . n A7 0 DCF7 n/A 1 FN 7-0—(7 lb' 5- 7 T 112 J7' EJ THIS OWG. PREPARED FROM COMPUTER INPUT ADS & DIMENSIONS SUBMITTED BY TRUSS MFR. IOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP /2 N UPLIFT LB1: 260 200 200 WEBS 2x4 SP /2 N BRG.LOC FT1: 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 212.01. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- IUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT MXX xxx HANGER WMx H5 - -455/(Jacks Only) HUS26 - + 2751/ -12860(100 1ply) CONTRACTORS WARNING: 14TS12 - -10000 HUS26 - + 3315/ -15500(160 /ply)) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000/(2 Each) HHUS48 - + 4299/ -1660/(IOd 2ply) 1T SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT286 - -3786/(2 Each) (100)1 HHUS48 - + 5180/ -2000#(16d 2plyl INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -4455/(2 Each) (16d)l HGUS48 - + 6640/ -2199#(100 2ply MST60 - -4688/(Per 2ply) HGUS48 - + 8000# -2650/(160 2ply CS150 - -1650#(Each) HGUS5.5- +11335# -3945/(160 3ply) - -------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS R=212# W=1"8 _L+11'6'4 TT) 0 .-1 6 F;-,- 2X4 (Al) ;-,-2X4 (Ai) 4"3 8 A_ I 2, 7, R=526# W=3"8 R=73# W=i"8 TAG T220 SED: 61855 DLT. TY DESIGN CRIT-TPI OTY 9 TOTAL 9 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF M IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM This DESIGN OR HESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN U s � TC DL 7.0 PSF OA TE 03/15/95 Uf FAILURE TOBUILD THE TRUSS IN CONFORMANCE WITH USTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OALPINE CONNECTORS ARE MAGE OF 20GA GALV. BTEEL MEETING ASTM WIRENENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 0 PSF DRW6 0AA./S 6R B EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL 8E LATERALLY BRACED WITH PROPER BC LL 0 0 PSF N P W TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD COTl1ECTORB PER ORAMINGS 130. 150 C iBOA-F. DESIGN-STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - TOT L 0. 47 .0 PSF O�A LEN. 7-0-0 lb: (5-0673 T J5' CJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 02 N UPLIFT (LB): 230 200 200 WEBS 2x4 SP 02 N BRG.LOC FT : 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 133.72. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift 1 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- AUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT xxx xxx HANGER xxx H5 = -455/(Jacks Only) HUS26 + 2751# -1286/(100 1ply1 CONTRACTORS WARNING: MTS12 = -10000 HUS26 = * 3315! -75501(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 = -2000#(2 Each HHUS4B - + 42990 -1660#(fOtl 2ply)l))) J SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -37861(2 Each (f0d) NHUS48 - + 51800 -200001160 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT286 - -4455!(2 Each) lf6d)I HGUS48 - + 6640# -21990 10d 2ply)1) MST60 = -4688#(Per 2ply) I HGUS48 + 8000# -265001160 2ply CS150 = -1650#(Each) I HGUS5.5= +113350 -39450(!60 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=134# W=1"8 10'6"4 m 0 6 p (V T 2X4 (A1) 4'3 B' 5. _J t� R=445# W=3"8 R=44# W=1"8 SEO: 61849 3�T. TYP.—ALPINE DESIGN CRIT=TPI OTY - 4 TOTAL - 4 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF *IMPORTANT*)(SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN _ `T11111�TU� T C OL 7 .0 PSF DATE 03/15/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` e � - 0\\\\\V�. ALPINE CONNECIDAS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG O A4A6 GR B EXCEPT AS NOTED, APPLY CONMECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ O O PSF NP W TRUSS AND fx4E3$OTHERWISE LOCATED ON !HIS DESIGN. POSITION LY ATTACHED PLYWOOD SNEATMING, BOTTOM CHORD M 6C LL CONNECTORS PER DRAWINGS 130. 150 i IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE sTATe of _ T 0 T.L D. 47.O PSF OSA LEN. 5-0-0 \\ V CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER RI ► Q T^.. -' 1^.7 3 V SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS '� t D Q R.FAC. IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAT. DESIGN i0 THE TRUSS ERECTION CONTRACTOR. IN�EA`'.��` Jb' (5-0673) T J J THIS OWG._ PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP 92 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 220 200 200 WEBS 2x4 SP 92 N BRG.LOC FT : 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT 15.00 FT, ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM -----------------------------'--------------------------------- REACTION OF 37.25. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-i-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------------Y-------------+----------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT xxx MxN HANGER xxx H5 4559(Jacks Only) HUS26 - + 27519 -12860(100 (ply CONTRACTORS WARNING: MTS12 - -1000/ HUS26 33159 15509(16d 1ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000012 Each)ED DURING MTT28B -3786# 2 ) ( )I HHUS48 - + 42999 -16601(fOd 2ply AT SPECIFIC INSTALLATIONLTOAENSURE THAT THIS SRCARE IS TRUSS IS ERECTED PROPERLY. MTT288 - -44559(2 Eeth) (i6d)I HGUS48 - + 66409 -2/99/(10d 2plyj MST60 - -46889(Per 2ply) HGUS48 - + 80009 -26509((16d 2ply) CS150 - -16500(Each) HGUS5.5- +113359 -39459(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 T Z±�9 6"4 0 6 4* 2X4 (A 1) 4'3 �8 �---2 3 -� R=384# W=3"8 R=14# W=1"8 PLT = EO: 6185 . TYPB-ALPINE DESIGN CRIT=TPI OTY - 4 TOTAL 4 REV. 17.2m SCALE -0. 000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF t I MPORTANT K if SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN �1jus f �i� TC DL 7 •0 PSF DATE 03/15/95 FAILURE TO BUILD THE TRUSS IN CMfORMANCE WITH OSTas BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ,ALPINE CONNECTORS ARE NAGE OF FOGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 .0 PSF DRWG AA46 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 - BC LL 0 •0 PSF NPW TRUSS ANO ULESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x - CONNECTORS PER ORAMINGS 130. 150 L 16OA-F. DESIGN STANOARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.L O. 47 .0 PSF 0/A LEN. 3-0-0 CONFORM M/APPLICAGLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER C 0 q10� ' ` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED NEW DRYWALL APPLICATION. FURNISH A COPY OF 71115 �. Q' DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OT/ER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE t^-�.�� , SPACING 24.0 TYPE EJACK Ob: 7 T 112 J J THIS DWG. PREPA E FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N UPWARNINGxx AN UPLIFT REACTION OF -2280 OCCURED ON A BOT CHORD 2x4 SP 02 N NON-MIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 270 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (0-Gravity (-)-Uplift CONTRACTORS WARNING: --------------------------------------------------------------- THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS xxx UPLIFT xxx I xxx HANGER xxx AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING H5 - -455#(JackS Only) 1 HUS26 - + 2751# -1286#(IOd 1ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTS12 - -10001 HUS26 - + 3315# -15501 16d 1ply MTS12 - -20001(2 EeCh) HHUS48 - + 42991 -16600(100 2ply) MTT288 - -3786112 Each (100)1 HMUS48 - + 5180# -2000# 16d 2ply) MTT28B - -44550 2 Each) (16d)I HGUS48 - + 66401 -21991 100 2ply1) MST60 - -4688# Per 2ply) I HGUS48 - + 80001 -26501 160 2ply) CS150 - -16501 Each) I HGUS5.5- +113350 -3945#1160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p 8,6.4 T 2X4 (A 1) 10 3 4'3 B' R=505# W=3"8 TAG T19 SED: 61852 PLT. TVP.-ALPINE DESIGN CRIT=TPI QTY 4 TOTAL = 4 REV. 17.2m SCALE =0.5000 lE IMPORTANTlElE ALPINE NENGINEERED RESPONPRODiUCTS' ANY TRUSSES REQUIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF _ ov& SHALL ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN - �Ie��� TC DL 7 .0 PSF OATE 03/15/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` ALPINE CONNECTORS ARE MADE OF FOGA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF ORWG O A446 GN 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - /+ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD A BC LL 0 .0 PSF NP W n\ CONNECTORS PER DRAWINGS 130. 750 G 160A-F. DESIGN STANDARDS M1TN PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 .0 PSF O/A LEN. 1-0-0 COKORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE h/f/911 FOR PROPER O RID 1 3 3 (VN' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � �c,Q�� OUR.FAC. IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. I, INEE -� ,..,-.,.. I-..__ C I A r'I/ Db: 7 T 7' HJ THIS WG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP i2 N UPLIFT ILB): 340 880 810 WEBS 2x4 SP #3 BRG.LOC FT): 0.00 9.90 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WIND• 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 3 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BUILDING 11991 SBC) REACTION OF 323.69. ------ -------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (+)-Gravity (-)-Uplift SETBACK. CORNER JACKS HAVE NO WEBS. xWM UPLIFT xxx I Wxx HANGER Math A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H54550(JackS Only) I HUS26 + 2751/ -1286/(fOd 1p1y) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 -10001 ( HUS26 + 3315# -0500(16d 1ply MTS12 -20000(2 EaCh) I HHUS48 + 42990 -1660#(10d 201y) CONTRACTORS WARNING: MTT288 - -37860(2 Each) (fOd)� HHUS48 - + 5180# -2000#(16d 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B " -44550(2 Each) (16d) HGUS48 + 6640# -21990110d 2ply� AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 4688i(Per 2ply) I HGUS48 - + 8000# -26501 16d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 1650i(Each) I HGUS5.{ � +11''��33�5tt#-�-394q' 16d 3plyi 1 2 7# REFERENCE HOLMES LUMBERDETAILSHEET FO PLIFTIHA�GElDETAILS m - 12'8"12 11'68 ] .5X3 m 0 ti 4.24 v cr) T 2X4 (Al) 4,3 e. 2X4 L+ �-----2'9"15 9' 10"13 —1 4'2"15 5'7" 14 R=559# W=4" 15 — 12 3# R=324# W=1"8 PLgg 11 SED: 61858 T.= TYP.- ALPINE DESIGN CRITIMTPI QTY - 2 TOTAL - 2 REV. 7.2m SCALE 0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 03/14/95 TC LL 30 .0 PSF REF (� X*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR AM, WARNING IN HANDLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN � UCJ"e�T�, T C D(„ 7 .0 PSF OA T E 03/15/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , J11 ALPINE CONNECTORS ARE NAOE OF 206A DALY. STEEL MEETING ASTM QUIRENENTS. 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 MITH PROPER - 5606 - BC LL 0 .0 PSF N P W TRUSS AND UNLESS OTHERWISE LOCATEO ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M . CONNECTORS PER DRAWINGS M. 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.L D. 4 7 .O PSF O/A LEN. 9-10-13 CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C 0 RTO Y` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIEO UPON IN ANY OVER MAY, DESIGN TO TINE TRUSS ERECTION CONTRACTOR. ' ` INEER`'�.` SPACING SEE ABOVE ITYRF JACK Job: (4-3700) LOT LT2 29'3* Mono THIS DWG. PREPARE FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBM TTED BY TRUSS MF, . TOP CHORD 2x4 SP 11 Oense PREDICTED VERTICAL DEFLECTION IS 0.59' DUE TO LIVE LOAD BOT CHORD 2x4 SP 1f Oen se AND 0.59' DUE TO DEAD LOAD AT X - 14-07-08. WEBS 2x4 SP 13 :W2. W12 2x4 SP 02 N: DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. xxWARNING! f UNPLATED JOINT(S)xx RECO14ENDED CAMBER 7/8' AT MIOSPAN BETWEEN BEARINGS. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. UPLIFT (LB): 520 570 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BRG.LOC (FT): 0.00 28.79 TRUSS DESIGNED FOR 100 MPH WINO 15.00 FT MEAN HEIGHT SPECIAL LOADS WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . -------------------------------------------------- ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED TC - From 60 PLF at 0.00 to 60 PLF at 29.25 WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. 8C - From 20 PLF at 0.00 to 20 PLF at 29.25 --------------------------------------------------------------- TC - 130 L8 Concentrated Load at 18.00 TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS TC - 130 LB Concentrated Load at 22.00 (+)-Gravity (-)-uplift ------------------- ---------------------------------------- xxx UPLIFT xxx ( xxx HANGER xxx H5 -455/(Jacks Only) 1 HUS26 + 27510 -12861110a iply) MTS12 -10001 1 HUS26 + 3315/ -15500116d Idly) - MTS12 20001(2 Each) I HHUS48 - + 4299: 16601 fOd 2ply) MTT288 - -37861(2 Each) (100)1 HHUS48 - + 51B01 -2000e(16d 2ply) MTT288 -44551(2 Each) i6d)I HGUS48 - + 66401 -21991(10d 2ply � ` MST6O - -46881 Per 2ply) I HGUS4B - + 80001 -26501 16d 2ply CS15O -16501 Each) I HGUS5.5- +113351 -39451 16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS SPECIAL LOADS -------------------------------------------------- TC - From 60 PLF at 0.00 to 60 PLF at 29.25 BC - From 20 PLF at 0.00 t0 20 PLF at 29.25 TC - 130 LB Concentrated Load at 18.00 TC - 130 LB Concentrated Load at 22.00 130+ 130# 18 ' TK 4 ' 7 , 311 0.25 m 28 ' 11 "8 -� 6X7 6X4 3X4 3X4 1 . 5X3 3X4 3X8 _T' 1 '16 P 8-4,12 2FM N 1 . 5X4 6X8 674 3X7 3X8 3X10 3X3 29 ' 3 " HS412 WIT 29 ' 3 " SW R= 1252# W=5"8 R= 1348# W=5"8 PL Y6-ALPINE DESIGN CRIT=TPI OTY - 22 TOTAL - 22 REV. 17.3m SCOALE3-061750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 03/j5/95 TC LL 20.0 PSF REF �1 I MPOR T AN T*)(SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND t DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �`'` F'�., TC DL 10 .0 PSF DATE 03/15/95 ^ FAILURE TO BUILD THE TRUSS IN CONFORMAICE MITN OSTBa BY TPI. FOR AOOITIONAL SPECIAL PERMANENT GRACING RE ` - ALPINE CONNECTORS ARE MADE OF 2OGA GKY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .O PSF ORWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 0.0 PSF EFI TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDW - eC LLCONNECTORS PER DRAWINGS 130. 350 9 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEESTATE OF _ jOT.LD. 4O.O PSF (]�A LEN. 29-3—O CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES t0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' 4 0 R1�0Q OUR.FAC. 1 .25 IN ONLY. ANO SHALL NOT BE RELIED UPON IN ANY OTHER wAY. DESIGN i0 THE TRUSS ERECTION CONTRACTOR. rNEt^-� T •--iPT . 7q K PI ATF TNSTTTUTF NOS . 1991 NATIONAL. OFSIGN SPFCTFICATION FOR WOOD CONSTRUCTION �i 1...1�`` SPACING ---24.0" TYPE mono