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Permits 1697 N Linkside Ct (vault folder) l' A—,,c `f ` S"7-7N^ PERMIT NUMBER I C? Z iNSPECTIONS : FOOTING UNDER SLAB PLUMBING SLAB Co - / L - FRAMING COVER-UP INSULATION �— FINAL BUILDING - i 3— 9 5� CERTIFICATE OF OCCUPANCY O 7-L=-'TP.ICAL PERMIT # _NSF7`''T7o!`1S ROUGH_ DL v FINAL__ ^F`HANICAL PERMIT # A037 PLUMEIrdG PERMIT # C-, '1-7 S . 1 Nw Pwf x$44. 10222 `. . 9PARTMEN� CITY pE LANTIG BEACM k NrORMT ION ► '1 S AC�3",�� '`LOK'DA � ois d L x D D z v i on = ' �. at .IU16 To $2784 .69 all .,,.... "� '' . rIon ION u . . _.. $64'5.00" A+ dx TD 'CT, s IMPAC r # . WATER MdTElITA 535. fl . 1sRADON f :. d ! 3 00 e e QAC IPL , 221 C .' CCR .. ? l . 54 SSC R ` KPAV _ R . AL � �` An. �k { Ofrt a 0 Pobt��ic n tis r. � r r tBOt s 0 0 c ." PEAMI VO k Sl ONTH AFTER DATA OP i �3�d a t�s � ,t��� ,r.,_, 5... . ` ►" <rAN INta MATERIAL.,,R; D D RIS FR WORk MUST NIOT BE PLA+CtD N PUBI:I�SPACE,AND MUST BE ED UP AND FiAULE '�'Eat HtR C TF4�'7OR C!R OWNER fJ } f I,UR .. .THS:� +�HAN1 ' �� : N RtS�l1.T IN. v. i TWICE DOTH ,rz t yy 4 ACGQRDING TO.aPl a� FLANS WFi1CH RE PART c3 JHIS REKNIT AND SUBJECT TO REVOCATION 1 t N QF"A�?PL tCABLIO\tIS1OtUS C3 LAW. r 000004 ! «{ d 4 C AGH Std NQ MENT Date: ,&/Og.M 01 11, vw CITY OF 000 SEMINOLE ROAD ATLANTIC ffAiCH,FLORIDA 32233-5415 TELEMONE(001)247.5800 FAX(004)247-SM NOTICE TO: Water Department FROM: Building Department , DATE: 9- j 3r9S 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 1 Sincerely, �y Building Department 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: ---- � -I 8S- ,-C- -----G----- --�-------------------- ------ ' ------------------------------------------------- ------ ' ------------------------------------------------- ------ ' -------------------------------------------------- Enclosed are the blue copies of the permits. SINCEREL BUILDING INSPECTION DIVISION cc: FILE MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK ~" AS SHOWN ON MAP OF S, �A LIAlyY51404gr 4? AS RECORDED IN PLAT BOOK 47 PAGES 8 Af OI: THE CURRENT PUBLIC RECORDS OF DUVAL CO FLA. FOR: it N x 69,099 Cd/ 0444 r/dam/ NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PIAT. a4 4!0/=00"W - 62.00, o t• i 1 1 CoAlCRW OT °o t. i . 11-f V Vi 4'aJb i c^ C I-sro�rr � ti a � � RIP/cam �FRAME ;� ^ /5"EAi'T5 O> Q 4 �1 H � v f�Ni�a�ooq a j. �!•5�•=.Idal s � v q �0 ;•i�• ''►' 0`•0/'44".r 1.S'JE�O•E•tSE�IENT 92 4 Z//Vh S1,0467 CWR7' fVORry lot I �, Ll f 4.71 V1 Y►9441 tV 19 y k r r- w .. wnnr .. ... w.,:w>""Rlrw.47`•i'stl�s8 "r,"^'p.�,,.*s ,°'"."'t3,Arps'""'.:.',swa..msar,. rF.P'R"»%'a�^7a;"'e"!F+'c;?s>.�,a.�,-n.......wr,..r...�m-:,..n..--n+...-�-,mac...-.�, t Q-r tftradr of Orruvaury (lite of Atlantic 'Sear# -- Nloribn Btvartmrnt of Nuilbinjg ,Inspatian This Certificate issued pursuant to the requirements of Section 103,8 of the Southern Standard Building Code certifying that at the time of issuance this structure,was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg.Permit No. 10222 Group.f1:'4 Type Construction --s-Lf— Fire District Atlantic Beach Owner of Building Centex Reay 6620 Bomb Dint T3rive So�thfi Ow 32216 Estate Address _,__.. j? i Bui gAddress de G5.,.-Niocality Atlantic Beach, FL 32233 By: DON C. FORD Building Off" ial Date: { .. POST IN A CONSPICUOUS PLACE CITY OF 4&64-c Be4404-A;" Office of Building Official REQUEST FOR INSPECTION -13 16 222 Date Permit No. Time A.M. Received -/1,PM.11 16 9-17 Job Address L=Ijty Owner's � Contractor ( CONCRETE BU]Ldil�NG ELECTRICAL PLUMBING MECHANICAL Footing D Rough Wiring El Rough 0 Air Cond.& 13 Re Rooting 0 Slab 0 Temp Pole 0 Top Out El Heating Insulation C Lintel 0 Final 0 Sewer 2 Fire Place 0 Pre Fab READY FOR INSPECTION 1( A 1,)?,1q11716t P. Mon. Tues. Wed ay P,M. Friday A M. Inspection Mad nspector ...............I Certificate of Occupancy E Date 13 Iva t' SEG" pate� �i ?,e�e''�ad �p /Y'b— �ontsactOr p�1jCj1F���' Neaun� G. ,�. —J-C P.P� zc I OceuPat'cy Jam-- Tue� Too e 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: _4Ij- --------------- 1 -- -------------- 1 ---P r'------------------ -------------------------------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc:FILE C1 Office of Building Official ^. REQUEST FOR INSPECTION Date V - o� ! ,' Permit No. Time ` A.M. Received U P Job Address Loccal�ity, Owner's r-- Name ontraetor BUILDING CONCRETE E iCAL PLUMBING MECHANICAL Framing _ Footing Rough G' Air Cond. & Re Roofing - SlabTemp Pole Top Out L, Heating Insulation - Untel Final �/��/ Sewer a Fire Place Pre Fab READY FOR INSPECTION _ A.M Mort. Tues. N/ed. Thurs. Friday _P.M.� — A.M. _3 -. Inspection Made P _ _ Final Inspecti Certificate of Oceupaicy Date _--� ---- 01F . i1d�n9 Gtfi a� 0{ jotl �V �S FQg\NSP `�Z 2 v REQ Perm't"� pM. " ocaGtY p & `\ Reoerve f� on d. J,� _ �ontraatoc P � �\NG Plt n %� ss IIgb-"/ Heating yob PddTe ELE Top Pre Fab PM. QWnec's CCNCNET6 Rou9 Pole Name Temp U\LC\NC, Footing Final PES\CN Fr\daY�/ . B Stab �pR\NS Thurs. Framing, _ �rntet READY Re trn9 \Ned P M lnsutaUon TueS O Final msPe of OcouPanoY perUtrcate of V Mon' U / pate Made tnsPection Inspector �CITY OF Office of Building Officia / REQUEST FOR INSPECTION Date /�-! Permit No. TimeA.M. Received P.M. Job Addre '"_ ocalit Owner's Name Contractor =J� BUILDIN CONCRE E ELECTRICAL PLUMBING MECHANICAL Fra Footing Rough Wiring Rough - Air Cond. & Re Roofing - Slab Temp Pole Top Out Heating Insulation Lintel Final - Sewer E Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made Inspector vi„�s °� Final Inspection j -- �, '------ Certificate of Occupancy [1 Date Ala Ot 1 to J '�c�� petmlt N, I 1 — Y RcuJ Jliring out to¢Npie Fab pwnei'= C GR�SE b"e e A.M Stab cC't�0�`` Friday/. 1h is, �Fe u insulation :.iced. (a.iv� Flc,a lnspe ott ancY Sues- �—'' pocui insPectio, 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: r ------------------------------------------------ ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc:FILE t� ►�seas .� s. 3- 1,037T.4 t1 f � ; , QPARTNt OF 6U1LI5ING.: CITY OF A!LANTIC BEACH permit N o r C T Addie s 14Y, LINKSIDR, COURT, NORTH s> it Type: MANCA, ATLANTIC BtAt 'i�tRTDA is of Werk NEW ..:... .. .. SAL 1 >II:SI) ".Y319 G nstr« ype .a ? Lott lock", Section Proposed,-D s -tOL "AI+ L 5 '1 ar} rs: Gca+ o; w sub4iyi ic►x L A L KSID* ImP�rav Totees« $47 t!0 00 W r X "SAL. HEAT AND AIR , INNEW,: Int sID�No TA00 Ade s ,: t9 .+COURT� ORTH �7AT IMPACT E'ER �'Cf c litro '• , _` ' NZ�"C C .�.. , _ A 1t3 CA ' - std.00 N A Ax CA,F I TAL I I PNOVZ. $0 .00 , ..NF 4 '; ,^yg ^n ry, ^amVA mbea x�alSYnxa�#AA":'f"rcbr+Y a¢,yry +�a442K;dw�j »a V'V...fs,y ONNECTION ' Woo L .' ype, + W A �.". 0«00 Cow -qz W00 °�",.. NOTES: NOTfCB--AL1,CgNCRSTE 1 + RMS,AND FOOTINGS b BEFbAe 00�iNIN+ . PERMIT VOID SIX,MONTHS AFTER DATE OF ISSUE SUIL.DING MATERIALV AUBBISH'AND DEBRIS FROM THIS WORKMUST NOT BE.PLACED IN PUSILJC'SPACE,AND MUST BE CLEARED UP AND HAUI,.E0 A1t4tA' ,6,Y,ETHER CONTRACTOR OR©MER . 'SIPFA LURE Ly ' C TH THE MECHA I �S Ll ILA f ' i = SULT IN 'THE PRE ► ARTY " YI T E F014 TH ": MOIt� .� '��lE El��'�s "ISS�Q ACCORDING TD APPR©VED PLANB XVII-MCH AIDE DART OF THIS PERMIT AND SU�3,lED C TQ Z!IvA"f'ION DP APPLICABLE PROYiRft7f+}S t?F LAW. --ATLANTIC BEACH�SIJILDINC C� 'A�3T "E'T B IQI - _ .- BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC LEACH ATLANTIC OYACH, FLORIDA aaa3a APPLICATION FOR MECHANICAL- PERMIT caii.IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, !1,.111, and IV. �• 51r••t Addnsr 1697 LINKS IDE COURT NORTH LOCATION OF (abrsaclinq Sireelt: lalwaen S F M T NLLE AndATLANTIC BLVD BUILDING Sub•divition L O T g_ L I V A I i aKSD_j_E_ 11. IDENTIFICATION --To be completed by all applicants In consideration of puma given fa doing the wort at described in the abcv• statement we hereby agree to t:••Ic'm sa;d .oat •• •::: a••:♦ with the ettachod plans end specifico6ons which are a pert keceof and m accordance with the City of Jaclson„il'e wd;-a ce► va r• :a ar of good practice listed thuein. Name of lt&thsalcal Contractors Ceetrect•r (rriatj MANDRIN HEAT & AIR Matter Name of Property Owner CENTEX HOMES s4aatur• of Owaer signature of w AuNrethad Agent Architect or Engineer III. GENERAL INFORMATION A. Typo of heating fuel: B• IS OTHER CONSTRUCTION 1/KING DONE ON td Godric THIS SUILOING OR $ITE t S ❑ Gas—❑ Il ❑ Netvnl ❑ Central Utility ❑ Oil IF YES, GIVE NUMNER OF CONSTRUCTION 1022, PERMIT O 0*" — Specify IV. Ul1Ci1JVJIGhL EOUINdiNT TO RE INSTALLED NATURE OF WORK I?MwWo compieta list of compo+wah on back of sloe form) 9 Residonlial or f Commercial Heal ❑ Space ❑ Rocaaod xz� Control Flow �? Now Building Air Co4dioain9t ❑ Room Ad Centro) ❑ Existing Building •Dwct STet.m: Malaria d F)G4 Tlrlck r/ �Zr� ❑ Roplaeomenl of existing system Irlesimum capacity 1000 CAM. P Now Installation(No ayslem PIOVIOUsly instalted) ❑ Refrigeretiort O Extension or add-on to existing system ❑ Coofiaq lower: Capacity g p� O Other — Specify ❑ " q wiAUlers: NYmber of Is" —� ❑ fievatol ❑ llaalih ❑ Esulafor (number) ❑ 6asoGaa m THIS SPACE FOR Off ICE USIE ONLY pu i+a Inumberj (ResaFwJ) r Q T.akc (.umbar) Rernerke O 116 cawseiaa+s Iaumbarj (> Unfired proesere weeser (� bra Permit Approved by Do to Q CKor — Spec* Permit Foe LIST ALL EQUIPMENT AIA CON]"ONING AND REFRIGERATION EQUIPMENT Number Vsstta Doocrli?� Model Number ) u{�quyrcanAtY Approvhu 1 HEATING s FURNACES. BOILERS. FIREPLACES I � CITY OF ATLANTIC BEACH, FLORIDA a APptovodbv APPLICATION FOR ELECTRICAL -RRRMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_., IMPORTANT NOTICE: , IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. MARD 'i`RiC, 14 ELECTRICAL FIRM; MASTER F0FrlrRICIAN§1012ATURE / ` t JOUSNEYbIAN NAME,. `- x" ( { ADDRESS:..; � --��KSiC �J N' RFD BOX `—'-'T �C-I.�� BETWEEN: RES.(/I APT.( ! COMM.( ) PUBLIC,( ) INDUS.( 1 NEW)K) OLD ( I REW.( ) ADDITION( ) TRAILER ( I TEMP.( I SIGNS ( ! SO.FT. SERVICE: NEW C4 INCREASE( 1 REPAIR ( 1 FEE --- CONDUCTOR SIZE ��� AMPS COPPER ALUM. L GCS SWI C OR BREAKER JLJ AMPS ' PH W VORACE-WAY 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. X1.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED O•t00 AMPS' OVER APPLIANCES LBELLTRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 E MOTORS H,P. VOLTAGE PHS NO. 41P. VOLTAGE PHS ,CITY OF 4&49��t',-�C BWCft- � Office of Building Official REQUEST FOR INSPECTION Date.._.____tsa �z M Permit No. Time / A.M. Received ! _ P.M. Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL LUMMMMW MECHANICAL Framing = Footing Rough Wiring Fj Rough yak" Air Gond. & Re Roofing Slab 7 Temp Pole 0 Top Out D Heating Insulation Lintel Final C Sewer D Fire Place G Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. s A.M. Inspection Made ' P.M. ,✓ _,� Final Inspection Inspector, — Certificate of Occupancy E Date V Ln CD § CD ` ^ �17 NLO om'o m D % 10- ` . \D . o r . . //CITY OF /�/� 4 d �� /3 E - dib Office of Building Official REQUEST FOR INSPECTION Date Permit No. Tlme kV. Received • '� /X � �--- Job dress cality Owner's �ry Name iC—e�—Okjz-, Contractor BUILDING E�> ELECTRICAL PLUMBING MECHANICAL Framing ootin _ Rough Wiring ❑ Rough Air Cond. & Re Roofing L' Slab Temp Pole ❑ Top Out Heating Insulation Lintel Final ❑ Sewer __ Fire Place Pre Fab READY FOR INSPECTION M Mon. Tues. Wed. Thurs. Fridays P.M A.M. Inspection Made P.M. nal Inspection u ertificate of Occupancy Date • OF 109291 JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted $15.00 REINSPECT FEE It is unlawful 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 PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors EHEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. 1 P - ► '02,87 DFARTMENT OF EIVILD1Nt�i CITY 4F Ar ANTiC BEACH PERMIT toOR"1 14 i LdCAT I C}T = pe):14it Number. x#28` Addret 6 7 LSI A 'S CMIRT !NORTH Pe rrmit Type t PUT M;BINC� .TLAN'I` ,. Ate» "Z:O IDA Gass of Vork. NEW, idilo 0ESCRIPT' ON ons type i WCC? 1'�� Lot , �3166k; Sect inn Prop se: S GL P�iL Toonship D Sub3ixi on SELLA LVKSDE tt ,mated ' 1"u s '00 rav. Cos"t Std.C4 's .Of � Amno Dfl AMPe a ..a. - .. w 0 " .. rs ' " JtT ION Pr d'.tr + .' � 'tUR ` PC3 'TH FOIA IMPAC '" a < } rLOft Plait ? T C .aTAP fl k . RDOR. 3AS�R R z D. i ON RAD3R f o6 ..» Name Do SEWSTAP ; woo JAC ALL . ` . 322 t CROSS "CONNZICTtON .flt3' 5 R 7T, PZZo NMI406 � "fk`d +F.sbS 6.ff'.a°e"uvW", a✓ rt aiIH laF¢kvFhdYIRm58th.§„x@.p' r e . NOTES: 4 i NOTICE=-ASL,C©NCRE"TE FORMS 11ND FOt3TINGS MUST BE#NSPEC ' D BEFORE POUR C PERMIT VO#D"S!X MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBB#SH AN DEBR#S FROM TH#S WORK MUST'NOT t PLACED#N PUBLIC SPADE,AND MUST BE CLEARED UP AND HAULED AWAY;B'(E#THER CONTRACTOR.OR OWNER . EMEN S , ISSUED ACCORDING TO APPRC7VED PLANS WHICH ARE PART OF THIS FERItiIT AND St�JECT TO F3ECAT#QN FT©R Y#OLAT#ON OF,APPLICABLE FiAdVIS#ONS'E3F LAW. ATLANTIC BEACH BU#LD#NGE� '�N1QE? 14 t Dates 6/flipEl tli Y, _ [ CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOBOCAT ON: r L I OWNER OF PROPERTY: BUILDING CONTRACTOR:..- PLUMBING ONTRACTOR:PLUMBING CONTRACTOR Oumbo' fl", . AND ADDRESS: 4-�4 cl ) A�( . LI-4) I TELEPHONE NUMBER: p� l0 STATE LICENSE NO: ' TYPE OF BUILDING: TYPE OF WORK: r6- �t�251 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY �L WATER HEATERS BATH TUBS l DISHWASHERS 'URINALS _ DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER cc TOTAL FIXTURE COUNT: z $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 ,,__��__ 4&4^& A8.tit'4-99k%d' 4 Office of Building Official REQUEST FOR INSPECT Date Permit No. Time AA Received - _ Job Address Owner's meContra _.._...�� UILbI C19NCRETE ELECTRICAL MBING MECHANICAL Framing 0 Footing Rough Wiring ❑ Rough U Air Cond,& CJ Re Roofing ❑ Slab Temp Pole 0 Top Out 0(^ Heating Insulation Cl Lintel D, Final 1] Sewer Sewer Fire Place ❑ Pre Fab READY F R INSPECTION M Mon. Tues. Wed, Thurs. Friday_ Inspection M e Inspector Final Inspection Certificate of O cupancy O Date CITY OF ATLANTIC BEACH I DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT NFC3RNFA`fION 1.O�AT( , t i�t)I�'iMATIOIV Address: D Permit Number: 21761 ATLANTIC BEACH, FL 32233 Permit Type: IRRIGATION/SPRINKLER Township: Range: Book: Class of Work: NEW Lot(s): Block: Section: Proposed Use: SINGLE FAMILY Subdivision: Square Feet: Parcel Number: Est. Value: p' IER U1IFQRMATION" Improv. Cost: Name: BOBBY TAYLOR Date Issued: 4/12/2001 Address: 1697 LINKSIDE DRIVE NORTH Total Fees: 25.00 ATLANTIC BEACH, FL 32233 Amount Paid: 25.00 w < -Phone. (904)246-5655 _ Date Paid: 4/12/2001 Work Desk: SPRINKLER SYSTEM4 LC--O - KATION FEES " 25.00_ RAY PRUITT SHALLOW WELLAND R y. IT " .:.ra 4 M 5 Y t V 3 FINAL b ,. i NOTICE X'h4SPECTIO T. BE REQUESTED AT LEAST 24 HOURS Pi 0 INSPECTION _ LBUILDING MATERIAL Rt)BBISH AND,pEBRIS FROM THIS WORK MUST O T'B RCED IN UBLIC SPACE,ANDUST BE CLEARED UP AfgD HAULED'A1NAY BY EITHER CONTRACTOR "FAILURE TO COMPLY WITH T:I N9 �� T" �W Ai RJ j T IN THE twi so PROPERTY OWNER PAYII�G� ICE-FO D1 1 MP 11 , ., ISSUED ACCORDING TO APPROVED PLANS ARC�PAtT F RMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS F 1 #25.85 14 Date: 4/12/81 81 Receipt: 4048'1:, I ATLA TIC BEACH BUILDING DEPT. CASH ---JJ CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION : (ocA LI "� ,(L 4 V\ OWNER OF PROPERTY: ��1�� TELEPHONE N05)yk&4� PLUM G CClqjR.ACT,O INA CONTRACTOR' S ADDRESS : 1014 ( STATE LICENSE NUMBER: TELEPHONE: 10�/- �' Q HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES : x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- 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 DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMI.T. 1rtORMATIOtV= LOCA: ;ION tNFOR ATION t ry� Permit Number: 20911 Address: 1697 LINKSIDE COURT NORTH Permit Type: SCREEN ENCLOSURE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 47 Proposed Use: SINGLE FAMILY Lot(s):124 Block: 2 Section: Square Feet: Subdivision: SELVA LINKSIDE Est. Value: Parcel Number: Improv. Cost: 2,800.00 : ' �� < QWNR tNFf3tZIfA'ATIO" k' Date Issued: 11/07/2000 Name: TAYLOR, LAURIE Total Fees: 37.50 Address: 1697 LINKSIDE COURT NORTH Amount Paid: 37.50 ATLANTIC BEACH, FL 32233 Date Paid: 11/07/2000 Phone: 000)000-0000 Work Desc: ALUMINUM SCREEN ROOM ©R` KEN GREENE CONTRACTOR, INC. PERMIT 37.50 FOOTING ,: .e uM�r ,. ME FINAL BUILDING NOTICE INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER , FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $37-5114 D�teR 11/13/19 91 Receipt: 1919234 ` 1911111 16775 IC BE C AT TH UILDING PT. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address l6 F 7 1"A-lees fac C Date —/—Q0 Heated Square Footage @ $ per sq ft = $ Garage/Shed@ $ per sq ft = $ Carport/Porch L� -@ $ per sq ft = $ Deck L @ $ per sq ft = $ Patio �5 @ $ per sq ft = $ TOTAL VALUATION: $ /S'; v v $ /J; Tot1 Valuation 1st $ t o 0 0 7 To o iu $ Remaining Value $,,.57-. per thousand or portion thereof TOTAL BUILDING FEE $ .12J' + 1/2 Filing Fee $ 22 _ ( ) Fireplaces @ $15 . 00 $ U BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ Eil ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ S '7 J� ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : RECEIVED CITY OF ATLANTIC BEACH ocl 2 7 2000 PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTf ET4R?ljfeach MOVING, DEHOLITIONS City Building and. Zoning Owner(s) : (�ii �� Q� � Address: WA-1 L11J1 yl t\ ➢� b�(� J�) Phone: Q QLP Lot Block or Unit #_ Subdivision: AjQ Contractor: L.A&D i-y"C State License # Address:������ �, 1 ,Phone No: �� c�►XJ�1 City U State, Zip Code Describe work to be done: LA/\-- Present use of building: Valuation of Proposed Construction: a$ Proposed use: Is this an addition?l�� If yes, what are the dimensions of the added space: _ft. X J`j ft. will the added area be heated and cooled?_Akjf�) New electrical (or increase) ? . New plumbing fixtures?,/�, New fireplace? ,QNew Heat/AC? _ SUBMIT TRREE (COMMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFI VIT, IF OWNER IS CONTRACTOR. Signature OWNE Date: Ict \31oo Signature CONT C R: ate:0 ,�2QJl_ 3 ,a Sworn to and subscribed before me this ay o lblvJy Tmq L. Huffman •� a,commission#Ca 848475 s' Expires June 21,2003 ` Banded Thru NOT RY PURIXtylTE OF,FL43VA AT LARGE ,,,, Atlsntio B®ndinB CO. Inc. oc-v.2:.2©00 e:z3Ari r.".710 F.1,i MAP SHOWING BOUNDARY SURVEY OF LOT /+ BLOCK AS SHOWN ON MAP OF AS RECOROOD IN PLAt BOOK _297 PA13ES OAndifor. THE cumeNT PUSUC RECORDS 4F DUVAL CO., R.A. • FOR: hroTi* EaRrNa eo►r ARe a oro 9HE a YE MOMS®UT. to / , BcacK sI,r70+t j15 roNCAtew ,fie PAfYO 5� n�� �� OW V yll •!' Q1?40,\Go,�F� � D1dFl1/N� yr � �i 4d y Aw lso ao# a.�' '�', A PSP R O V E D eteV..e�s.If) N dd CITY OF ATLANTIC $ • W vy I 00. •�, tel, �� :��� BUILDING OFFIC It NOV 0120 0 Ira � @ 3 a q w /�•S apt• A./a 92RECEIVED hC.ioulyd'x2'vr W Vj �F�' OCT 2 7 2000 ti /'',y• ,�; * City of Atlantic Beach Building and Zoning 4 •• �� `' v goq 0 r11�isD. «•a not .0-7, 4v.i#I ,WoA0Rr 6. W18 roYto4 Wk I m,vn rrr. �oara�as ed. srewwer Pmes ow J,4cxwvzu&01 �. V N , vOU4,dp f Mfiriefv`inaw r1rte 4 av�IVAWr r co, v ,sari itErJl3 d•�Ar,rk�l�wrtba:<�.n�,el�,osdgr,Q rn�vArdw,vr0s W44FM rtOMAL *AAW osr/t9 0 mr Y o AN Xr: r rots cgfduos I WXWN Y CERMY THAT THIS SURVEY,POWIRME0 UN 00 MY RESPONSIBLE DIRECTION,MSM THi MIMMUM LEGEND: G T Aluninum Association of Florida-Northeast Florida Chapter/St.Johns County/Clay County/Specialty Structure Deeign-by dwm 8/29/00 1 1 1 DESIGN 1 COMPONENT SELECTION FOR A o Q l l l PATIO ROOM w/a SOLID ROOF - Screened or Enclosed - Side 1 of 4 Using as Reference: Aluminum Structures Design Manual, 2000 Edition by Lawrence E. Bennett, P.E. ....pp -Designer: 6-12.AA)A.J�".Q D A&4__ C ��C— JobsiteAddress: IL Q1 rh C' -n Owner: A�WXL Q_ r AaA4.�1L1A_) Contractor(if other than Designer): Date: l7 &6 I QQ_yVind Zone: ioa mph o a• IILScreen(only) - U Vinyl Room - [t Glass Room(HomeOwner Affidavits as Req'd by Bldg Dept Jurisdictions) Overall Room Size: Length: Ft. by Projection of: _ I l _Ft. Overhang on Host Structure: _, Attached Aluminum Cover[Clear] Spans: Room Height @ Roof Attachment: 1 and, @ Roof Bearing Wall: 3 A)Roof Panel Selection: (for Standard 3" Riser or Composite Pans per Section 7, Table 7.1.x, , Pages 7-14—7-W) si :>0" Riser by 12"Wide by 'g.026" or, 0 .032" thickness by 31051-114 Alloy Panel (see Page#7-14), OR, 0 3" Industry,Standard Composite Panel Roof wl L1 .024" or, Ll .030" Skin(see Page# 7-17), OR, 0 Other Specialty Panels; per B) Intermediate Bean, %NO 11 YES (per Section 2, Table 2.1.3, Page 2-22 OR Section 3, Table 3.1.3, Page 3-1g) Spacing= Span = Member Selected = C)E"Beam 90 Roof Bearing: (per Section 3, Table 3.1.x, Pages 3-17/18) Tributary Load Width('A Span + Overhang) (Ft) - Round Up to: _�_(Ft) Select Extrusion:�X�Xw/Maximum Allowable[tabular] Span of: D)Columns(Posts. Uprights) in Roof Bearing Wall: (per Section 3, Table 3.2.x, Pages 3-20/21) Typical Spacing&Load Width("W"): LP (Feet) Rounded to Nearest Tabular Value of: 'IQ(Inches). Wall Height: 113 & Post Span is: Lo , Selected & Using: 3)1 aX 06n A'. E)Columns(Posts. Uprights) in NON-Bearing Wall: (per Section 3, Table 3.2.x, Pages 3-20/21) Mark( P1 .)-Width of: („Q by height & span of: , Selected/Using Mark( P2 )-Width of: by height& span of: , Selected/Using E)Wall Horizontals(Secondary Screen Wall Member: (per Section 1, Table 1.4, Page 1-46) (Note: Maximum vertical spacing of wall horizontals(aka girt)=T-0") 1)Height(from sole plate) _(ft) Load Width (ft) Span (ft) Using 1--l-X2 Hollow or 2)Height(from sole plate) (ft) Load Width (ft) Span (ft) Using _2X2 Hollow or G)Miscellaneous Elements: Exterior Corners/Intersection of Bearing and Bearing Walls: 2X2 Hollow and 1 X2 OB (Composite 2X3) Sole Plate: 1X2 OB Top Plate of Non-Bearing(Side)Walls: 2X2 Hollow AAsWmum Aesoclatlon of Florida-Northeast Florida Chapter/St.Johns County/Cly County 1 Spehlalty Structure Design-by dwm-8/29/00 SCREENED fN�iCSU'--S. SCREEN/VINYL i'1 ,.0SOLID Gv- a.,gal TAMER DEMUNNED PAN OR ATE PMEI:L USE �T=LC=P=W-71--A WALL � S7RUC � o+ A,AICHM� J�s/PN!Ti _ - USE 4 r 1 4' w -s05T � RECE1vu+%',L CH D+A�Lttit iROu TOC. La>A1c A11 CONNEt:110►t5 S1P.l1CTURt /%���• 1 V I i -,-I , OR FAOA ' CONECTIL►+ t�DUIREA `, �\ i 1 D i < (SEE DETAIL) ExTRuo-� OR>Ir AI1,cTu ► AD�->� tiD3T w t f CONNECTION 70 NOSi STRUCTURE t MOST STri~.JLiUR_ Or? FADe k SUr-tArJA 0OrM:C710n rZQP1I`NT± FOR vAR,0U5 � — ---1----� ---x- �1 LOAD CONDs}IONS WNS WIND %COOTY LawLOAD SA* A.LOADS e > 9°� ! 1 TY GLASS ROOKS D ROSY STRUCTURE 100 UPS 110 UPH 12O WH r2 32 7 S > �► v fly tls'F 51/g a --- I 1 , ;. C Nou-T: 1/A':i-1/E' CONOr4E SCREWS 0 ::' ac- >2 0 1ac 2 WOOD FRAME 1/4-4- LAC Sura 0 6' ac.---- -->2 0 r Ox- Ste. vWYL AND CARP07R?S r j HOST S7WCTuFw- 100 UPS 1i0 MPH 120 L" :21/7 21/7" 521/SF >T A t/'�✓ '• iC7 T. CONo Z i/4xi-i/r ComOrM SC+REiMS 0 12' a� >2 0 1'i WOO FRAME i/4-x2- LAG SOiE1M5 0 Tr ar- >2 o i•NOTES: WOOD SSRUCTUR�S Sit7(3LD miprlfCT TO MISS $STS OR 1!E 5118 FAJA FRAYING Uq= P"... KE ONLT=OF SMWS Got BE MOM 71�7Ri'SS BUTTS/SiB FAJA AND ]MA .E AREAS 90. NAM;=IFLE ANCHORS ALL S� KM ,►£ Host S71F�iCitli�SHu:NAS':'Yat i-i/4- WA-9Me1;I 7Q OP SHALL BE WAS?*R =� > s ► -Z' UK YIN. 25M P9 comc- j BEFORE SLOPE WTH 6 : 6 VCDE i = ! WE OR FWR ►I=.St 1 ! F TYPIC)L ALL S.A.aS ( t o BAP. =a. � rµBAR•con 1/7 Y ---- - --- - NO FEW A991 LONOXTF DOES ".j NOT REOUNE WKE MESH Fut SLWE /NO FOOTING YDOERATE SAW. Foolloc ST;:P :LOPE FOonc �.��� � - rnr " . r n2' - 1•- in• 7 r gar SLAB XTALS etc ROSM 9 � I ._.. TME AUAWAIM A:sOaAMON of FLORIDA, W- j :>;J=0 W.A2W WALL P.D. Box i4c= ............. ...... . . Sal ............I........................ .".........". ......., ORLANDO. FLORIDA 3M 1A Side 2 of 4 - Permit Flan Set - De5J9t7 and Compormt5 i ypical Plan and Standard DeI.A6 5t. Jo!7r!5 Cou'yy 1 J'County Northeast Florida Chau y--r of Florida, ina y 5 R1.'M OR CMVO ITL"OF PAWL(()-(.-L -AMC I"I A) 0 f M 5'R1 SCR"OF PArtf_6 Ia \Vfl'l I 5/$'0 WAN LIZ* &OC.0 LACII PCR PANS..) .o _ 0 cAui NPPORT -Facz COWONTL PAWL-,)t0f- 0 �g >a'0 LAq WLT.5 WITII W'0 fLNXJZ SVA-►JARS o e I2.PC.W LAal PGR P"L) � antic-MAM-(xc. N:Ic.0 ITEM I d Folz�F4*TWi PO- - FA-')TLA FSM v = •i1.. �� OF MM Wl 110 sM-fi(2 LACI 10 IL014C :: ..Fm 1-k LMV P05Ta fA.S}�N L TWU TOP of cCAM NTO NTC.rz4\L YROV tftb OF PO-�T Wl 110 646.(2 LACI i MPJ r KkLTRAIW WTO D06,5) —*' ROOF OCARNC WALL COLIW5(-')CL -'PLC ITEM Iv) 4 -- KKKR.ATL RM_ 2x2 IOLLOW(XL .5mc ITLI I f) � U WO TAPca4 OR LaIVAL04, WITH b'of 10 E.ACIJ POET ANS 24'O.C. MAX(TlrnlcnL) �tx.a N�nciC :mac.MA-FL CrYFVAL) V FaI rbnTlold TYPICAL -50LV 900 k3 AtZ14 \VALE ,5LC- 10 — ��IE-� 3 -A MIN4►BTW of ftJM-"TIUST fu"A CIW%R-afY of Ad-MM Ie 1-T.mth caW Y I a.AY caRrl i au n.51P stc o.-"-eY way 4 C 0. d a uX)-t It i Uri ; � GO►���polo�.rSr a.WA T*&10 TZat4i\\/A , I � pal» a� PAM pa T v rtoa,� Pr TO OU-1-sr.t+ �.. PL. 1 \/r.\V - .5C2L-1 .r 4 ZOOM - ZOoF ATT aC _T o _ A7.5 A SM SPECIFIC F ST AN - PATIO ROOM w/ SOT ID ROOF cle 4 of 4 - Permit Plan Set Design and Components Sjte Specific Flan Yiew Johns Comity i clay county Northeast.Florida chapter Atumb um Association of-Fiori, inc. j, Z A ° 0 Table 7.1.4 Allowable Spans for Industry Standard Riser Panels for Various Loads o Aluminum Alloy 3105 H-28 m m 2 3"x 12"x 0.019"Riser Panels M c Open Buildings Enclosed Buildings R ° Wind Applied Overhang Condition Wind Applied Overhang Condition cOne and Three Max One and Three Max Region Load p pan Four Span Cantilever Region Load Two Span Span Four Span Cantilever U) Two Span S 102 M.P.H. 1 17 11'-5" 14'-1" 14'-4" 5-0' 102 M.P.H. 30 9'-5" 11'-8" 11'-11' 4'-5" 0 m 110 M.P.H. 20 10'-10" 13'-5" 13'-B" I 5'-0" 110 M.P.H. 35 8'-11" 11'-1" 11'-4' 4'-3" v 0 120 M.P.H. 24 10'-3" 12'-8" 12'-11" 4'-10" 120 M.P.H. 41 8'-61 10'-6" 10'-8' I 3'-11" i 130 M.P.H. 28 9'-8" 11'-11" 12'-3' 1 4'-7" 130 M.P.H. 48 8'-1" 9'-11" 10'-2" 3'-9" .� '> 140 M.P.H. 32 9'-3" 11'-5" 11'-7" 4'-4' 140 M.P.H. 56 7'-8" 9'-5" 9'-8' I 3'-7" O 150 M.P.H. 37 8'-10" 10'-11" 11'-1" 4'-2' 150 M.P.H. 64 T-4" 9'-0" 9'-3" T-5' :0 3"x 12"x 0.026"Riser Panels g Open Buildings Enclosed Buildings Z m Wind Applied Overhang Condition Wind Applied Overhang Condition r Region Load One and Three Four Span Max Region Load One and Three Four Span Max Two Span Span Cantilever Two Span Span Cantilever ^+ 102 M.P.H. 17 12'-9" 15'-9" 1 16'-1" 5'-0" 102 M.P.N. 30 10'-7" 13'-1" 13'-" 1 4'-11" O M 110 M.P.H. 20 12'-2" 14'-11" 15'-3" 5'-0" 110 M.P.H. 35 10'-1" 12'-5" 12'-8' &-9- x0 120 M.P.H. 24 11'-5" 14'-2" 14'-5" 5-0' 120 M.P.H. 41 9'-6" 11'-9" 11'-11' 4'-6' C r 130 M.P.H. 28 10'-10" 13'-5" 13'-8" i 5'-0" 130 M.P.H. 48 9'-0" 11'-2" 1 V-4' 4'-3' n z C m 140 M.P.H. 32 10'-4" 12'-9' 13'-0" I 4'-10" 140 M.P.H. 56 8'-7" 10'-7' 10'-10' 4'-0- —{ 00 150 M.P.H. 37 9'-10" 12'-2" 12'-5" 4'-8" 150 M.P.H. 64 8'-2" 10'-1" 10'-4' 3'-10" � T ma. A m n 3"x 12"x 0.032"Riser Panels m = a CD Open Buildings Enclosed Buildings z M = nrl I'17 Wind Applied Overhang Condition Wind Applied Overhang Condition m e p$ One and Three Max One and Three Max z Jo m= Region Load Two Span Span Four Span Cantilever Region Load Two Span Span Four Span Cantilever Q1 1 R - = 102 M.P.H. 17 13'-8" 16'-11" 17'-3" 5'-0" 102 M.P.N. 30 11'-A" 14'-1" 14'.4" 5'-0" c� 110 M.P.H. 20 13'-0" 16'-1" 16'-5" 1 5'-0" 110 M.P.H. 35 10'-10" 13'-4" 13'-8' 5'-0" m +� :5 u, 120 M.P.H. 24 12'-4" 15'-2" 15'-6" 5'-0' 120 M.P.H. 41 10'-3" 12'-7" 12'-10" 4'-10' N .0 130 M.P.H. 28 11'-8' 14'-5" 14'-8' 5'-0' 130 M.P.H. 48 9'-8' 11'-11" 12'-2' 4'-7' rn 140 M.P.H. 32 11'-1" 13'-9" 13'-11" 5'-0' 1 140 M.P.H. 56 9'-2" 11'-5" 11'-7" 4'.4' 37 1 10'-7' t 13'-1" 13'-4" 4'-11 i 150 M.P.H. 64 8'-10' 10'-10" 11'-1" 4'-2" (n Note: Total roof panel width=room width plus wall width plus overhang. n ti m w O Z v 4 SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.2.2 Allowable Upright Heights Screen,Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 3"x 2"x 0.045"11ollow Extrusion Wind one Load 102 M.P.1 . 110 M.P.11. 1120M.P.111. Width Applied Load eeyffiq.Ft. 9 /Sq.Ft. itillsq7t. 12115cl.R. t. 1�Tt 36" 12'-6" 111-11" 15--a- 97T(—r —8'=11" 8'-6" 42"� ii'-7"~ 10'•9" 9'-11"! 9'-1" 8'-4" 7'-11" 48" 10'-10" 10'- " 9'-3" 8'-6» 7'-9" 7'-5- 54,, 1 '-5"5 ' 0'-3" 9'-6" 8'-9' 8'-0" T-4" 61-11" 66" 9'-3" 8'-7" 71-11, 7'-3" 6'-8" 6-4- 72" 8'- 0" 8'-3" 7'-7" 6'-1 6'4 6'-0 78" 8'-6" 7'-11" T-3" 6'-8" 6'-1" 5'-9' 84" 1 8'-2' 7'-7" 7'-0" 6'-5" 5'-10' 5'-?-- 90- '-T90" 1 7'-11" 7'4" 6-9' 6'-2" 5'-8" 1 5--5- 2" '- "2' IT x 0.0 o low Extrusion OR Zone Load 02 M. . i. 110M.P.H. 120 M.P. 0 M.P.111. 140 P. 150 P.1 . Width AppiledLoad 8 0/Sq.Ft. 9 0/Sq.Ft. 10115 .Ft. 12 M ISg.FI istilsq.A. 16 8 IS t. 36" 14'-3" 13'•3" 12'-2' 11'-2" 0'-3" 9'-9" 42" 13'-3" 12'-3" 1 t'-4" W-4" 9'-6" 9'-0" 48" 12'4" 11'-6" 10'-7" 9'-8" 8'-10" 8'-5' 54" 1-8" 10-10" 9'-11" 9'-2" 8'4" 7'-11" 60" 1114" 10'-3" 9'-5" 8'-8" 7'-11" TV 66" 0'-7" 9'-10" 9'-0" 8'-3" 7'-7" T-2" 72" 10'- " 9'-5" 8'-8" 7'-1 V 7'-3" 6'-10' 78" 9'-8" 9'-0" 8'-4" 7'-7" 6'-11" 6'-7" • 84" 9'-4" 8'-8" 7'•11" 7'-4" 6'-8" 6'-4" 90" 9'-0" 8'-5" 7'-9" 7'- 6'-6" 6'-2" 2"x "x 0.050"hollow Extrusion Wind Zone Load 102 M.P.11. 110 M.P.11.1 120 M.P.11. 130 0 M.P. . 50 .P.1 . Width Applied oad 9 N/Sq.Ft. M6'- 12 S t. t. 6 /SQ. t. 36" 19'-7" 18'-2" 5'-4" -0 13'-4" 42" 18'-1" 16'-10" 4'-2 2 12'-�� 48" 16'-11" 15'-9" 13'-3" 2'-2 1 '-6"5' 1 ' 0" 2'8" 1 60" 15'-2" 14'-1" 1 ' 10" 0 10" 10'-4"66" 14'•5" 3'-5" 12- " 11'- " 10' " 9'-10" 72" 13'-10" 12'-10" 11'-10 10'-10" 9- 9'-5" 78" 13'-3" 12'-4' 11'-4" 10'-5` 9'-6 9'- " 2'-10` 1-11" 0'- 0'0" 9'- 8'9" 0" 2' 11'-6" 0.7" 9'8" 8'-5' Notes: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.11.wind load requirements to the above upright sizes Increases the strength so that additional framing is not required. Using screen panel width"W"(See typical glass room drawing.),select upright required from the maximum height allowed for each extrusion. Screen Splines on 3"side. extrusion turned with 3"side parallel to sole plate. Lawrence E. Bennett, P.E. crva.ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4366,90UTH DAYTONA,FL 32121 TELEPHONE(904)7614714 FAX(004)761.6566 ® COPYRIGHT 2000 PAGE NOT 70 BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.SENNETT,P.E. 3-21 SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.1.1 Allowable Beam Spans "Hollow Extrusions for Screen and I or Vinyl[Open)Rooms with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone 102 MP 1 110 MPII I 20 MPH 130 IWIPII-_I 1;F5 MPI 50 Applied Load-- - �]�7 4•fl-,"O S4 Fl. 24 01 2 4•Fl. 32 73`q. 37 9•Ft. -Loaa�llrtcTth 2'x 2"x 0.036" 5' 5'- ' 1 4*-9" 3.11" 3'-8' 3'-6 8' 8" 4'-4' 3'- 1 3--l' 3'S 3'-2' 7 '-4" 3'-11" 3-8 3'-5" 3'-2" 2'-11 a. '-0" 3'-9" 3'-5" 3'-2" 2'- 1" 2--g- 9. 3'-9" 3'-6" 3'-3" 2- 1" 2'-9" 2'-7" 0' 3' 3'-4" 3'- " 2' 0 2 " 2'-5 1' 3-5" 3'-2" 2'-11" 2'-8" 2'-6' 2-4- 11, 2' 3'-3" 3'-1" 1 2'-10' '-7" 2'-5" 2'-3- L o a '-3"Loa J Widt 2"x 2"x 0.044 c, 5 5' 7" 5'-2" 4'-9" '5" V3'.5' 3'-3" 10" 6' 5' 1" 9" 4' 4'-0" '6' 7' 4'-9" 4'-5" 4'-0` 3'-9" '-3'8' 'S" ' 1" T-9" -_3'6» '-09' �'2" 3'-11' 3'-7" 3'-3" '-10"10' 3'-11" 3'-8" 3'-4" 3'-1" '8"i' 3'-9" 3'-6" 3'-3' 2 V '-7'3'-7' 3'-4" 3'-1' 2'- 0" '6' Load Width 2"It 2"x 0.055" 5 6-1' 5'-8" 5'-2" V-10" -5" 4'-2- 6. 5'-7" 5'-2" 4'-9" 4'-5- 4'-1" 3'-9" 7' 5'-2" 4'-9" '-5" 4'-1" 3'-9" 3'-6" S' 10" '-6" 4--1- 3'-9" 3'-6 3'-3" . 9' _ 4'-7" '-3" 3'-10" 3'-7» 3'.4- 3--l' i10' 4'-4" 4'-0" 3'-8" 3'-5" 3'-2- 4--l' 3'-10" '-8" 3'-3" 2' 3'-11" 3'-8" 3'-4" 3� - 0" 2'-8- Example: For 2"x 2"x 0.044"Extrusion beam span is distance between uprights;to enter table tool panel projection of 14'-0"find bad width; L.W.- 1472+70.1-1.=9'Enter table on left under load width. Load Width=9'-0'. Read span under appropriate bad; Live Load @ 1711 I Sq.FL 1102 M.P.H.Load Beam Span Note: P Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes Increases Ole strength so that additional framing Is not required. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. Lawrence E. Bennett, P.E. CNN ENGINEER-oEVEtOPMENr CONSULTANT P.O.BOX 4368.SOUTH DAYTONA.FL 02121 TELEPHONE(904)161.47 t4 FAX(904)1814556 sEAI ® COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART witHOUT THE WRITTEN PERMISSION OF tAWRENCE E.BENNETT,P.E. 3-17 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address CT "f '- Date '00— Heated Square Footage , �@ $_. Per sq ft = $ ( Garage/Shed I_� L7 @ $ per sq ft = $„ L 00 0 per sq ft = $ a T per sq ft = $ - Patio _@ S .00 per sq ft = $ TOTAL VALUATION : $ 3 � J 10 Total Valu tion _ 1st $ S"000 n 1 / l`o �.00 $ /< ©. 60 Remaining Value $ o'Oper thousand A portion thereof TOTAL BUILDING FEE $ ,;Z t`� ,fl o + 1/2 Filing Fee (I ) Fireplaces @ $15 . 00 ZZ, BUILDING PERMIT FEE $_ Cts y��®0 WATER IMPACT FEE Lfso .00 SEWER IMPACT FEE S 1 SO WATER METER/TAP $ ` CAPITAL IMPROVEMENT S.© 0 SEWER TAP $� ^jD (/L/6 ) RADON (HRS) . 0050 $ .3 SECTION H PAVING HYDRAULIC SHARES $ —� - CROSS CONNECTION $ -3 F. �L(G? ) SURCHARGE . 0050 $ !,, OTHER $ - GRAND TOTAL DUE $ 6'1-f �0 9 .- ADDITIONAL PERMITS OR FEES: Mechanical Plumbing _ Electric/New Electric/Temp ; Swimmingpool Septic Tank Well__; Sign _Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee . FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF ,-SERVICE ,SINK TRAP STAND WATER CLOSET, LAVATORY i BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) a r` FLOOR DRAIN (1) —,ZSHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) _LAVATORY (1) _COMBINATION SINK AND TRAY (3) _WASHING !MACHINE (3) �� POT, SCULLERY SINK (4) _DISHWASHER (2) WASH SINK EACH SET OF ,KITCHEN SINK (2) FAUCETS (2) _DENTAL LAVATORY (1) __I___KITCHEY SINK WITH WASTE ,_DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) G�COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) B OUT (2) LAVATORY. BARBER/3EAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) ZLAVATORY, SURGEONS (2) JACUZZI (2) , -Z—URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS ,0 $20.00 EACH =_ � JOB INFORMATION� j`�' �_ i . h • I _ l CITY OF ?ROPERTY DESCRIPTION AtlaKtkc �eac! - �lozcda --- Section I_ 716OCCAN BOULEVARD .ot �►_ � ___81ack •__�___ P.O.BOX 25 ATLANTIC BEACH.FLORIDA 32273 iubdiviPion: __ 7ELEPNUNE(LOp2492195 street Nome (� 1 DESCRIPTION OF WORK )r Address s_1 10-9- ,_L t-k,�L3l.�_a.e? IS in a FLOOD HAZARD 'lood Zones--AK---- --area complete page 3. Brief Description:yl �FamL, es------ Claws ----Claes of Work: 2 1995 (New/Rerodel/Addition)--- e_c�______ :ANING INFOR)lATIOH Building and Zoning Type of l Constructions 51 Z� :oning Proposed sistricts�� _ Uses _ Estimated Value a_� �9� :xceptione or Materialas_ ?.�«�_____ ariancen Granteds�_�,__�..�_ _...�..__.._ Solid or Filled Grounds _ 1*)G_�1 ..___-----------------'----•.------------ M�1i���_.___.Root: 11'."JLeS OWNER IMFORMATIOH ,/pQ Method of Heatings_a Property Owners_C&."n4-4�- _Wvj ,1_fS.LTi Mailing / �.` Address tit �igt i�*SLL:• :..r.._-._��_.._.._�� ------- CONTRACTOR INFORMATION Contrsators_ __ _ ' .I1O?rU- - ------- ------------ Phones -y��----- Mailing Addreess„";Lq --------- ac,.� -------------- ---- Zip: 3 31 j�------- expiration License Number s_� Q�C�t���, --------------------- Dates-------------- I NER981 CCRTIFT THAT I NAVS RtAD AND CXAMINCO TNIQ APPLICATION AND KNOW TUC SAMC TO SE TRVV AND CORRtCT. ALL PROVIAIONA OF TNk LANK AND ORDINANCES OOYERNINO TNIS TTPC OF WORK WILL Be COMPLICD YITN. WNCTmax arwi `tto Ntwasm on NOT. TUC ORANTINO Of A PCRNIT DOES NOT ►RCSUwt To ►a� OIYt AUTNONITY TO YIOLAti ON CANCCL TUC PROYISIONQ Qf ANY FEDERAL. STATC OR LOCAL RVL£5. �♦. RtoULATIONS. ONDINANCCS, OR LAWS IN ANY MANNER. INCLUDING TUC OOVtRNtwo o/ CONSTRVCT:ON OR TNC PERPORNANCC of CONlTRUCTION Of TUC PROJCCT. I UNOERSTANo THAT THE IS5UAMCE OT TNIS P[wMiT 15 • y;�,�„�. CONTINOtNT UPON TNC AHOY[ INFORMATION &KING TRUC AND CORJiCCT ANO TNAT TUC PLANS AND SUrPOAT1MC /1J � •� DATA NAV: &CEN OR Z"ALL• Nt PROVIDtD As EOUIREO. t ' (�1 .� S Owner Signature _ •' �-------Da - � -� - --� �-� te i t 4 t k . Date Contraatnr Signature ___ ___ _ G________-- FLOODPL-AIN DEVELOPMENT INFORHATION Type of Developments.... ---------------------------------- Flood Zones____ M� Required Lowest Floor Elevations It building la located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation astablished for that :"me. No final tnepeetion will be wad& and no certificate of ooaupancy will be issued until the survey is on 'film with the Building Department. COMMENTS: Applicant Acknowledgements I understand that the issuance of this permit to eontIn'gent upon the - above inforention being correct and that the plans and supporting data have been or shall be provided an required. I agree to comply with all applicable provissionss of Ordinsnoe Ho. 23-7-11 and all other laws or ordinances affecting the proposed development. Date_--_ --w.-_..._Applicant's Signature.......................... ---- ------------------------------------- -----.-__---- Department Use R4quired Lovent Floor Elevation .r__________- Aeg Built Lovest Floor Elevation ................. Survey Filed vith Building Department Building Department Rvprewantative page 3 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: 124 SL 2 BUILDER: CENTEX AND ADDRESS: 1697 LINKSIDE COURT PERMITTING 1CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_I 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. 1469.00 6. Predominant eave overhang (ft. ) 6. 1 .33 7. Porch overhang length (ft. ) 7 . 5.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 134 .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 , 114 .00 ft b. Wood, raised (R-value, area ) 9b.R=11.00 , 380.00 sqft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=13.00, 1493. 00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=13.00, 173.00sgft 11.Ceiling type area and insulation: a. Under attic ( Insulation R-value) lla.R=30.00 , 868.00sgft 12 .Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C EER: 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 . HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 99.67 a. Total As-Built points 19a. 28140.66 b. Total Base points 19b. 28234 .78 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: ( �,QQ�,,_j compliance in accordance with Section DATE: ,S It-9s 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: Q �;1,(Qt,_) BUILDING OFFICIAL: DATE: S- i -q s- DATE: ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99.7 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ( ---------------------------------------X- 1 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------- ) INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 13.0 ( --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 11.0 -----------X--------- � AIRCONDITIONER. . . . . . . . . . . . . 9.7 EER16.0 EER. . . . . . . . . . . . . . . . . . . . . . . 10.0 (X----------- ------- HEATINGSYSTEM. . . . . . . . . . . . . . 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 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: (,�a U Sp,,�'Nl,�od;n Signature: �,t_Q F .�Q � Date: City/Z i1r- jaCrntiy,.,Q k Q Florida -f5fiergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 124 SL 2 BUILDER: CENTEX AND ADDRESS: 1697 LINKSIDE COURT PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 3I_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 . 1469. 00 6. Predominant eave overhang (ft. ) 6. 1. 33 7. Porch overhang length (ft. ) 7 . 5 .00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 134 .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 , 114 .00 ft b. Wood, raised (R-value, area ) 9b.R=11.00 , 380.00 sqft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=13.00, 1493.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=13.00, 173.00sgft 11.Ceiling type area and insulation: a. Under attic ( Insulation R-value) lla.R=30.00 , 868.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C EER: 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. HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 99.67 a. Total As-Built points 19a. 28140.66 b. Total Base points 19b. 28234 .78 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: O-O.Ad &QAJ BUILDING OFFICIAL: DATE: -9 DATE: Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 124 SL 2 BUILDER: CENTEX AND ADDRESS: 1697 LINKSIDE COURT 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. 1469 .00 6. Predominant eave overhang (ft. ) 6. 1. 33 7. Porch overhang length (ft. ) 7 . 5.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 134 .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 , 114 .00 ft b. Wood, raised (R-value, area ) 9b.R=11.00 , 380.00 sqft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=13.00, 1493.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=13 .00, 173.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30 .00 , 868.00sgft 12 .Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13 . Type: Central A/C EER: 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 . HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 99.67 a. Total As-Built points 19a. 28140.66 b. Total Base points 19b. 28234.78 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: &--9s' 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: 0 BUILDING OFFICIAL:- DATE: FFICIAL:DATE: S- Pj­9 S" DATE: SUMMER CALCULATIONS BASE __= I =_= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- S 84 .00 65.8 5527 .2 DBL CLR S 10.0 66.2 .93 617 .3 DBL CLR S 10.0 66.2 .93 617 .3 DBL CLR S 9.0 66.2 . 92 546.6 DBL CLR S 35.0 66.2 .94 2178.0 DBL CLR S 10.0 66.2 .77 509.7 DBL CLR S 10.0 66.2 .77 509.7 W 50.00 65.8 3290 .0 DBL CLR W 5.0 79.7 .65 260.3 DBL CLR W 15.0 79.7 .97 1155.6 DBL CLR W 15.0 79.7 .91 1083.9 DBL CLR W 15.0 79 .7 .91 1083.9 ------------------------------------------------------------------------------- . 15 x GOND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ( GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,469.00 134 .00 1.644 8,817 .20 14,499.03 1 8,562.48 -------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1493.0 .9 1343.7 Ext Wood Frame 13.0 1493.0 1.50 2239.5 Adj 173.0 .7 121. 1 Adj Wood Frame 13.0 173.0 .60 103.8 DOORS---------------- Ext 21 . 0 6. 1 128. 1 Ext Wood 21.0 6 . 10 128. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2 .40 45. 1 CEILINGS------------- UA 868.0 . 6 520.8 Under Attic 30. 0 868.0 .60 520.8 FLOORS--------------- Slb 114 .0 -37 .0 -4218.0 Slab-on-Grade .0 114 .0 -41.20 -4696.8 Rsd 380.0 -4 .0 -1516.2 Rsd Wood Adjacent 11.0 380.0 .70 266.0 INFILTRATION--------- 1469.0 8.0 11752 .0 Practice #2 1469.0 8.00 11752.0 TOTAL SUMMER POINTS 22 ,675.65 18,921.00 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TOTAL x SYSTEM = COOLING ( TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 22,675.65 .37 8, 389.99 1 18,921.00 1.00 1. 100 .340 1.000 7,076.45 WINTER CALCULATIONS ******************************************************************************* BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- S 84 .00 -10 .6 -890 .4 DBL CLR S 10.0 -28.4 .97 -275.5 DBL CLR S 10.0 -28.4 .97 -275.5 DBL CLR S 9.0 -28.4 .96 -246.2 DBL CLR S 35.0 -28.4 .97 -967 .5 DBL CLR S 10.0 -28.4 .87 -247 . 1 DBL CLR S 10.0 -28.4 .87 -247 . 1 W 50.00 -10.6 -530 .0 DBL CLR W 5.0 -9.2 .03 -1.3 DBL CLR W 15.0 -9 .2 .90 -124.2 DBL CLR W 15 .0 -9.2 .74 -101.7 DBL CLR W 15 .0 -9.2 .74 -101.7 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,469 .00 134 .00 1.644 -1,420.40 -2,335.71 -2,587.67 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1493. 0 2 .2 3284 .6 Ext Wood Frame 13 .0 1493.0 3.40 5076.2 Adj 173.0 3.6 622 .8 Adj Wood Frame 13 .0 173.0 3.30 570.9 DOORS---------------- Ext 21.0 12 . 3 258 .3 Ext Wood 21.0 12 . 30 258.3 Adj 18.8 11.5 216.2 Adj Wood 18.8 11 .50 216.2 CEILINGS------------- UA 868.0 1 .2 1041 .6 Under Attic 30.0 868.0 1.20 1041.6 FLOORS--------------- Slb 114 .0 8.9 1014 . 6 Slab-on-Grade .0 114 .0 18.80 2143.2 Rsd 380.0 1.0 364 .8 Rsd Wood Adjacent 11 .0 380.0 3.60 1368.0 INFILTRATION--------- 1469.0 7 .4 10870 .6 Practice #2 1469 .0 7 .40 10870.6 TOTAL WINTER POINTS 15, 337 .79 18,957.33 TOTAL x SYSTEM = HEATING ( TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 15,337 . 79 .55 8,435.79 1 18,957 . 33 1.00 1. 100 .500 .950 9,905.21 ******************************************************************************* 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 COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 8390.0 8435 .8 11409.0 28,234 .78 7076.5 9905.2 11159.0 28, 140.66 ***************** * EPI = 99.67 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99.7 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 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 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 13.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 11.0 ( -----------X--------- I AIR CONDITIONER. . . . . . . . . . . . . 9.7 EER 16.0 EER. . . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATINGSYSTEM. . . . . . . . . . . . . . 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: („GaUScx.�`�'t�.roo%ny��r_S . Signature: Date: Date: City/ Florida EUiergy 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 : 124 SL 2 ADDRESS : 1697 LINKSIDE CT N CITY :ATLANTIC BEACH, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1469 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 22013.45 STRUCTURE SENSIBLE 11796.92 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 15976.92 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1100 .67 DUCT GAIN 1897 .69 TOTAL LOSS/BTUH 23114 . 12 TOTAL SENSIBLE 20874 .61 TOTAL LATENT 13010.67 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4622 .82 20% SENS.OVRSZE FTR: 4174 .92 ACTUAL + 20% OVERSIZE: 27736.94 ISENS. + 20% OVERSIZE: 25049.53 -------------------------------------------------------------------- * 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 5.00 145.00 230.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 South Double Clr Drapes/Blinds 1 10.00 290.00 250.00 South Double Clr Drapes/Blinds 1 10.00 290.00 250.00 South Double Clr Drapes/Blinds 1 9.00 261.00 225.00 South Double Clr Drapes/Blinds 1 35.00 1015.00 875.00 South Double Clr Drapes/Blinds 1 10.00 290.00 250.00 South Double Clr Drapes/Blinds 1 10.00 290. 00 250.00 Infiltration : Winter Htm ( 33.04 ) x 134 .00 4427 .36 Infiltration : Summer Htm ( 8.69 ) x 134 .00 1164 .46 --------- --------- --------- Window Frame : Metal SUBTOTALS: 134 .00 8313. 359 5564 .46 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 13 1493.00 4777 .60 3284.60 Wood Stud - Adj . 13 173.00 553.60 259.50 --------- --------- --------- SUBTOTALS: 1666.00 5331.20 3544. 10 DO O R S---------------------------------------------------------------------- Solid Core/Wood - Ext. 0 21.00 598 .50 266.70 Solid Core/Wood - Adj . 0 18.80 417 . 36 78.96 Infiltration :Winter Htm( 33.04 ) x 39.80 1314 .99 Infiltration :Summer Htm( 8.69 ) x 39.80 345.86 --------- --------- --------- SUBTOTALS: 39.80 2330.85 691.52 CE I L I N G S---------------------------------------------------------------- Under Attic 30 868.00 1128 .40 1388.80 FL O O R S-------------------------------------------------------------------- Slab on Grade 0 114 .00 Lin.Ft. 3693.60 000.00 Raised Wood - Adjacent 11 380.00 Sq.Ft. 1216.00 608.00 --------- --------- --------- SUBTOTALS: 114 .00 Lin.Ft. 4909.60 608.00 SUBTOTALS: 380.00 Sq.Ft. * TOTAL STRUCTURE SENSIBLE ------------------------------------------------------------------------------- 22013.45 18976.92 ------------------------------------------------------------------------------- 65. s QJ 4 M 6 N W CD ro g•6 co f C3 33 ck 1g. t5-1406) T 4- T ' HIPS 7'S13 THIS W PREPARED FROM_COMPUTER INPUT JLOADS & DIMENSIONS) SUBMITTED Y TRUSS MFR TOP CHORD 2x4 SP 02 N :T2 2x6 SP /1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP /2 N UPLIFT {LB840 WEBS 2x4 SP #3 BRG.LOC 1FT : 0.00I: 850 20.71 TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND WITH AD LOAD/1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. EtiCLOSED OR FULLY OPEN BUIL5.0PSF DING) (1991AND5.00 SBC)PSF (BOTTOM) ------------------------ --------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift NNN UPLIFT NNWWWW HANGER NMN H5 - -455I(Jacka Only) HUS26 - + 27511 -12860 00d ip MTS12 - -10000 1 HUS26 - + 33150 -1550#116d 1plyiy MTS12 - -20001 2 Each ( )I HHUS48 - + 4299/ -1660/110d 2ply MTT268 - -44550 2 Eacnl (!6a)I HGUS48 - + 66401 21990(100 201Y CS150 - -16500(EachPer )ply) I ►GUUSS51�- +11335a 39481(160 3P1Y -------------------------- --------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 21 ' —' 7' 7' --7' ++ T 6X8(R) T2 6X6(R) m = 1 .5X3 1.5X3 6 v m 4X5(A2) �4XA2) 3"3 3X4X8 21 ' _I �- 7' 7' ---7 R=2105# W-3"8 578# 578E R=21051 W=3"8 PL .-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - i REV. 17.2m SCALE6i0. 500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 05\18\95 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING, ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN ��T1t'�' f��� TC DL 7.0 PSF DATE 05/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST58 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE v O\\\\\V�_ ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF ORWG A445 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL 0.0 PSF NP W CONNECTORS PER DRAWINGS 130. 150 t ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF - TOT.LD. 47.0 PSF OSA LEN. 21-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER 0 RTO '` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ., �. Q'� DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACtOR. , ISPACING SEE ABOVE'101110%, TYP -hips Job: - 4 t 4- T ' H THIS_OWG. PREPAREDFROM COMPUTER INPUT ALQAOS G DIMENSIONS) SUBMITTED Y TRUSS MFR TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP /2 N UPLIFT (L8): 470 460 MESS 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. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- AAN UPLIFT ANN MMN HANGER MMM 115 -455/(Jack: Only) HUS26 + 27511 -12860(10d 1ply MTS12 -10001 HUS26 + 33'5/ -1550/ f6d 1ply MTS12 -20001 2 Each HHUS48 + 42991 -16601 1'063 2ply MTT280 -37861 2 Each ((lod) HHUS48 + 51801 -20001 16d 2ply MTT28B -44551 2 Each (i6tl) HGUS48 + 66401 -21991 fOd 2ply MST60 -4688/ Per 201y) HGUS48 - + 8000/ -2650/(16tl 2ply CS150 " -16501 Each) HGUS5.8" +'1335/ -3945/(163 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPL.IFTMANGER DETAILS g. 3' 9. 4X5 4Xq R) T P 1.5X3 1.5X3 6p v 3X4 (A 1) X4 (A1) 3' X �8. 4 3X4 21 ' (__2. 21 . I 2. 1'R-114O# W=3"8 R=1140# W=3"8 TA T4 SED: 61448 PL TYP.-ALPINE DESIGN CRIT=TPI OTY - i TOTAL = i REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 05\18\95 TC LL 30 .0 PSF REF (�� *I MPGR T AN T**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �LT,t1� ������ T C OL 7.0 PSF DATE 05/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE v O ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL i0 -0 PSF DRWG A446 CR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED MIT"PROPER z 5606 TAUS S AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSItION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD A BC LL 0.0 PSF NPW CONNECTORS PER DRAWINGS 130, leo G tSOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED AIGIO CEILING -- SEE STATE OF _ TOT.LD. 47.0 PSFITypE 0/A LEN. 21-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEEA'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON iMi4 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIO'Q'' —1 .FAC. 1 33 iN ONLY. AID:HALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO TIE TRUSS ERECTION CONTRACTOR. • "--TP • INSTITUTE- NATIONALSPECIFICATION F CONSTRUCTION III .NNS SPACING 24.0" hips D - 4 T 4- T4LITEi R.— THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSLONSY-SUBMITTEDY TRUSS MFR TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP 02 N UPLIFT ILB1: 470 460 WEBS 2x4 SP /3 SRG.LOC FTI: 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 OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS M-gravity (-)-Uplift NNN UPLIFT NNN NMN HANGER NNN H5 - -4551(JackB Only) HUS26 - + 27511 -12861(fOd (ply MTS12 - -10001 1 HUS26 - + 33151 -15500(16d (ply MTS12 - -20001(2 Each) I HHUS48 - + 42991 -16600(10d 2ply MTT288 - -37861(2 Each (10d)I HHUS48 - + 51801 -20001 16tl 2ply MTT288 - -44551(2 Eath f6d HGUS48 - + 6640# -2199#1100 2ply MST60 - -46881 Per 2ply) HGUS48 - + 80001 -26501 16d 2ply CS150 - -1650#(Each) I HGUS5.1, +113351 -39451 16tl 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- -10'6" 10-6" --� 4X5 (R) to 1.5X3 1.5X3 a 6 P;- 3X5 73X5(A i) X5(A 1) 8' 3X6 4Xb 3X6 1-2- 21 L2' -{ R=177011 W-3"8 R=1770# W=3"8 PLgT55 SEO: 14198 T. TVP.-ALPINE DESIGN CRIT-TPI OTY - 5 TOTAL - 5 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAPE 05\18\95 TC LL 30.0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-21 BY TPI. SEE THIS DESIGN d.'r� TC DL 7.0 PSF DATE 05/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OStM BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINECONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10•0 PSF DRWG A448 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPERTRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLY*=SHEATHING. BOTTOM CHORD BC LL 30 •0 PSF JRK CDNNECTORS PER ORAMINCS 130. 130 C 1804-F, OES[GN 9TANOAROS WIiN PROPERLY ATTACHED RIGID CEILING-- 9EE - T OT.LD. 77 0 PSF OSA LEN. 21-0-0 CONFORM N/APPLICABLE PROVISIONS OF NOS i TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE tT/1/911 FOR PROPERP SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORYMALL ADPLICATtON. FURNISH A COPY OF THIS � DUR.FAC. 1 •33 IN ONLY. ANO SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. 0 .--IPI .T AT T T N T F T F '��., 111111 SPACING 24.0" ITYPEComn O - 4 T 4- T4A 2V LITESTOR. THIS N PREPARED FROM COMPUTER INPUT (LOADS G DIMEN SUBMITTED BY TRUSS MFR TOP CHORO 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP 02 N UPLIFT t 81: 470 330 WEBS 2x4 SP 13 BRG.LOC FT : 0.00 20.75 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) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SSC1 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS (+)"Gravity (-)"Uplift WWW UPLIFT WWWNNW HANGER WWW H5 - -455:(Jacks Only) HUS26 + 27511 -12860(10d 1plV MTS12 - -10001 I HUS26 + 3315/ -15500 i6d filly MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600 fOd 2ply MTT280 - -378602 Each iod HHUS42 - + 51800 -20000 16d 2ply CS1508 - -16900 lEach) 400 2 ((pIy6dHHGGUUSS5 j- +183350 -39451 16d 3ply ----------- REFERENCE - -------REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS r� 10'6" 10'6" -� 4X5 (R) cn 1.5X3 1.5X3 x 6P .n 3X5(A i) X5(A0 - " �8 3X6 4Xb 4X5 �- 2' 21 ' R=178311 W=3"8 R=16041 W=3" P�7. TTAYP.-ALPINE DESIGN CRIT-TPI OTY - 3 TOTAL - 3 REV. 17.2m SCALE1-0.2500 ALPINE ENGINEERED PNWxx1CT3. INC. TRUSSES REQUIRE EXTREME CAPE 05\18\95 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BERESPONSIBLE DR AY ARNING IN HANDLING. ERECTION ANoDEV1ATjON FROM IRIS DESIGN OR Tf#$E SPECIF]CAiIONS, OR ANY SRACSNG. SEE HtB-91 BY IFIL SEE THIS DESIGN �11,USS elll� TC OL 7.0 PSF DATE 05/18/95 /i FAILURE TO BUILD TVE TRUSS 1N CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - - \\\\\\ ALPINE CONNECTORS ARE MADE OF 200A BALV. STEEL MEETING ASTM OUIPENENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 1 0.0 PSF 0RWG AAAB GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 30.0 PSF JR K CONNECTORS PER DRAWINGS 130. 150 S iBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED 82610 CEILING --SEE sTArl: OF _ TOT.LD. 77.0 JTYpE 0/A LEN. 21-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 RIOT P'- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THI9 �. Q � DUR.FAC. 1 .33 iN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ''i 11VEE ��` ■--TP • TINSTITUTE, N T A N F 7 F T 'I'I 11 Ul���� SPACING 24.0" c o mn (5-14061 OT 4- TSG 8* GABLE THIS W PREPARED FROM COMPUTER INPUT (LOADS & DIMENSN SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. GOT CHORD 2x4 SP /2 N UPLIFT ILS): 200 200 WEBS 2x4 SP /3 BRG.LOC LIFT): 0.00 6.67 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. ORNFULLYEOPEN100.00 MPH. MEAN HEIGHT 15.00 FT. ENCLOSED --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- WWW UPLIFT WWW WWW HANGER MMM H5 - -455/(Jacks Only) HUS26 - + 2751/ -1286/ 10D 1ply MTS12 - -1000/ I HUS26 - + 3315/ -15500116D Iply MTT288 -3 7862E MTS12 - -2000/ 2 Each (( ))I FMS48 - + 4299/ -1660/((104 2ply MTT288 - -44550(2 Each (16D1� HGUS48 - + 6640/ -2090(10d 2ply MST60 - -4688/ Per 2ply) HGUS48 - + 8000/ -2650/(164 2ply CS150 - -1650/ Each) HGUS5.1- +11335/ -3945/(160 3ply REFERENCE HOL14ES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4' —+ —4' T3X4 Q 6v 0 N 2X4 (0 i) ��X4�(Dfl 10, 8' R=3760 W=1 '4" R=376# W=1 '4" PLT.aTYP -ALPINE DESIGN CRIT-TPI OTY - TOTAL - i REV. 17.2m SCALE1-0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIPE EXTREME CARE 0 5\i 8\95 T C LL 3 0.0 PSF REF *IMPORTANT)E)E SMALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIOS. OR A14Y BRACING. SEE MID-61 BY TPI. SEE THIS DESIGN ��T-1t,us TC OL 7.0 PSF DATE 05/18/95 n \\UVwVILv\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST66 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE v ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL i 0.0 PSF ORWG A446 GR 5 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Z 56061/ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0.0 PSF JR K CONNECTORS PER DRAWINGS 130. 150 6 )SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE - STATE OF JTOT.LD. 47•0 PSFLO/AEN. B-O-O CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/611 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 X70 Q'` OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. '�� SPACING 2 4.0" ___ *--TPI AT INSTITUTE, NATIONAL SPECIFICATION �''NNN d ab 1 IM-M-1406) T 4- T5_8' COMN THIS M PR PAR FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED Y TRUSS MFR " TOP CHORD 2x4 SP /2 N PROVIDE U((PL))IFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x1 SP /2 N BUPLFT RGILOC I20 TI: 0240 6367 WEBS 2x4 SP /3 :Rt Wedge 2x6 SP 12 W UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - fOO.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: 1+)-Gravity (-)-Uplift , THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS --------------------------- ---------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NNM UPLIFTNNN NNN HANGER NNN N INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455/(Jacks Only) ' HUS26 - + 27511 -1286/(fOd 1ply MTS12 - -10001 ( HUS26 - + 33151 -1550/(16d 1ply MTS12 - -20001(2 Each I HHUS48 - + 42991 -1660600d 2ply MTT288 - -37861 2 Each)) f10d) HHUS48 - +165180# -20001 i6d 2ply MTT288 44551(((2 Each 16d HGUS4B - + 66401 -21991(((fOd 2ply CS150 - 16501(Each)ply) I HGUSy - +113351 -3945/(160 3ply ----------- ---- -------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS is 4' —4- T 4 X 4, m v 6 P;- X9 CU 2X4 (A i) IBI X4 (A 1) 41" 10' 6'8" 1 '4" �-2� 2� ---� R=456# W=3"8 R=6011 W=3"8 PLGG gg SED: 14204 N.= TYP.- ALPINE DESIGN CRIT-TPI OTY - 3 TOTAL - 3 REV. 17,2m SCALE -0.5000 ALPINE ENGINEERED PROOUCTS, INC. TRUSSES REGUIRE EXTREME CAIS0 5\i B\95 TC L L 30 .0 PSF REF X IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HI9-91 BY TPI. SEE THIS DESIGN1T,t,,j1j f��i� TC OL 7 .0 PSF DATE 05/18/95 n \\\V\Vw`NIAV\ FAILUNE TO BUILD THE TRUSS IN CONFORMANCE WITH pST88 BY TPIO' . FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v� ALPINE CONNECTORS ARE MADE 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC OL 10 .0 PSF ORWG O ARAB GR a EXCEPT AS MOTEO. APPLY CONNECTORS t0 EACH FACE OF CNORO SHALL BE LATERALLY BRACEO WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL 0 .0 PSF JR K CONNECTORS PER DRAWINGS 130, 150 C $BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE STATE OF - T O T.LD. 47 .0 PSF OSA LEN. B-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS GRAVING APPLIES TO THE COMPONENT DEPICTED"ERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O AJID Q'� DUR.FAC. 1.33-- IN IN ONLY, AND SHALL NOT BE RELIED UPON ANY OTHER WAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. � INEE �.��` M.TMNtl HQYNRH a rvvt,.TTrw rHO M NW,RxNR,NWCTT"N •NNNNNNHNN` SPACING 24.0" _ITYPE Comn Job: (5-1406)LOT 124-2 / T6 14.0 COMMON THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 360 350 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00. O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- WWW UPLIFT WWW I ORO HANGER ONO H5 - -4550(Jacks Only) I HUS26 - + 2751/ -12860(10d 1ply) MTS12 - -10000 I HUS26 - + 3315E -15500(16d 1ply) MTS12 - -2000/(2 Each) I HHUS48 - + 42990 -16600 fOd 2ply) MTT288 - -37860(((2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) MST608 - -46880(Pera2ply)6tl)� HGUS40 - + 80000 -26500(160 20 -2199#000 ply) CS150 - -16500(Each) HGUS5.5- +113350 -394501164 3ply) --------------------------- ------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4X4 6 P;- 2X4 (A 1) X4 (A 1) 4.38' I.5X3 7-0-0 7-0-0 2-0-0 14-0-0 2-0-0 14' OVER 2 SUPPORTS R=811# W-3"8 R-811# W-3"8 PLT. TYP.- ALPINE DESIGN CRIT TPI FL/0/0/0/-/R/- Rev 17.2m SCALE 856375 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 05/09/95 T C LL SF REF )(IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HI8-91 BY TPI. SEE THIS DESIGN ��1-,t1�' f���� ' TC OL 7•C ASF DATE 05/18/95 ^ \\UVwv1AU\ FAILURE t0 BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE v i ALPINE CONNECTORS ARE MADE OF MA OALV. STEEL MEETING ASTM OUIREMENIS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 •ChSF DRWG A446 CA B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER $606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM ClORO W BC LL 0•Q'SF MSK CONNECTORS PER DRAWINGS 130, 150 0 150A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF - TOT.LD. 47 SF0/A LEN. RO CONFORM M/APPLICABLE PVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER �Q RIO '• SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED"ERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q � OUR.FAC. 1 •33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUE!ERECTION CONTRACTOR. ENO ��•, ■--TP - AT T T T NATIONAL SPECIFICATION ,'•,�•NNR HHH,H 24.0" ITYPE Job: (5-1406)LOT 124-2 / T6 14'0 GABLE THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP !2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. b 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) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. OR FULLY OPEN --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- NNN UPLIFT *NK I NNN HANGER NNW H5 - -455/(Jacks Only) I HUS26 - + 2751/ -1286t00d ]ply) MTS12 - -10000 1 HUS26 - + 3315/ -15500(16d I Iy3 MTS12 - -2000/(2 Each) I HHUS48 - + 4299# -16600 10d 2ply MTT288 - -3786/(2 Each (1001 HHUS48 - + 51800 -20000 16d 2ply MTT288 - -44551 2 Each) (16d)l HGUS4B - + 66400 -21990 10d 2ply MST60 - -4688!((Per 201y) HGUS48 - + 80000 -26500 16d 2ply CS150 - -16500 Each) I HGUS5*.5- +113350 -39450 16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 3X4 6 P;- 2X4 (D I) In X4 (01) 14' OVER 1 SUPPORTS R=94 Of W=14' PLT. TYP.- ALPINE DESIGN CRIT TPI FL/0/0/0/-/R/- Rev 17.2m SCALE 850.500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 05/09/95 TC LL SF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNINGIN HANDLING, ERECTION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OI ANY BRACING. SEE HIS-SI BY TPI. SEE THIS DESIGN � ""' �� TC DL 7 �SF DATE 05/18/95 FAILURE TO BUILD THE IAMB IN COFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` vi /�ALPINE CONNECTORS ARE MADE OF 20CA GALY. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 1 0 '(YSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 ((�� TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESICN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL 0 /(�Y,SF MSK CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE - STATE OF TO .LD. 4 7 4'SF 0/A LEN. CONFORM M/APPLtCABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER O Ria ~'` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICA710N. FURNISH A COPY OF TH19 Q�� OUR.FAC. 1 •3 3 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. hVEE ��• *--TP T r T F i',N'NNN MMM`` 1 24.0" T YP - 4 T 124-2 T7G 37* STRUCT.__GABLE THIS M PA FROM COMPUTER NP T AOS & DIMENSIONS"UBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT 1LBI: WEBS 2x4 SP 03 :W5 2x4 SP 02 N: BRG.LOC 1FT : UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. ORNFULLYEOPEN]00.00 MPR. MEAN HEIGHT 15.00 FT. ENCLOSED --------------------------------------------------------------- (A) 1X4 'T" BRACE. SAME GRADE AS WEB MEMBER, ATTACH WITH TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 8d NAILS E 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY -------------------(+)_Gravity-(_)-Upli/t ERECTION CONTRACTOR. ---------------------- NNM UPLIFT MMM NNN HANGER NNM A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -4550IJack/ Only) HUS26 + 27510 -1125860 f0d 1ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 " -10000 HUS26 + 3315/ -15500 ]6tl Iply MTS12 " -20000(2 Each) HHUS48 + 42990 -16600 10d 2ply CONTRACTORS WARNING: MTT288 -37861(2 Each 1100) HHUS48 - + 51800 -20000 f6tl 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 -4455/(2 Each (160) HGUS48 " + 66400 -2199! ]Otl 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING 14STSO -46880(Per 2ply) HGUS48 + 80000 -26500 f6tl 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 -]650/(Each)-------- HGUSS 51-+113350-_39450-760 3ply --------------------- ------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 20'2"1 16'9"15 5X5 3X10 X4 v 3X5 (A) 0 6 p 3X5 W5 X4 (D i) 3X4 (A 0 2' 5X 12 112. �3 a 4.61 5X5 1 X3 13' 11"8 23'0"B --� --"'--�-- 5-6- --�--3' --�-5'2-13 -�- 23'0"B 37' R=75011 W=3"8 R=7941« W=3" R=91 plf W=23' PLT TA DESIGN CRIT-TPI OTY - i TOTAL - 1 REV. 17.2m SCALE14021875 ALPINE ENGINEERED PACOUCTS, INC. TRUSSES REOUIRE EXTREME CARE 05\18\95 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING, ERECTION AHD n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, O1 ANY BRACING. SEE HI8-91 BY TPI. SEE THIS DESIGN e. 5606 �' TC DL 7•0 PSF DATE 05/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING fF ALPINE CONNECTORS ARE MADE OF 200A GALY. STEEL MEETING ASTM OUIREMENTS. ULLESS OTHERWISE INDICATED. TOP BC DL 10•0 PSF DRWG A446 GR I EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERTRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD8C LL 0•0 PSF JRK CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE T OT.LO. 47•0 PSF O/A LEN. 37—O—O CONFORM M/APPLICABLE PROVISIONS OF MDS C TPI. AN ENGINEER'S ALPINE TECHNICAL LIPOATE (7/1/911 FOR PROPERrBEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSSERECTIONCONTRACTOR. ��■--P - T T T T t N T A F AT F ��111 R.R.1' SPACING 24.0" TYPE a b l 40 T 124-2 1 TR 37' TRAY COMN THIS M PREPARED FROM_COMPUITER INPUT_ fLOA0SDIMENSIONS) M TT Y TR MFR TOP CHORD 2x4 SP i2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 300 660 490 WEBS 2x4 SP 03 :W5 2x4 SP 02 M. BRG.LOC (FTI: 0.00 13.71 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 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: -------------------(+)_Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NNM UPLIFT NWN **N HANGER NMN INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 -455#(Jacks Only) HUS26 - + 27510 -12860110d iply MTS12 - -10000( Each) (( HUS26 - + 33150 -15500 16d 1ply MST60B - -4688i(Per 2p (;6oil HG 800 -20000 t6d 2 S48 - + 80IS 000 -26500 f6 2ply CS150 - -16500(Each) HGUS5.5. +113350 -39450 16d 3ply ----------- --------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 20'6" 16'6" 5X5 X4 3X9 X5 m 3X5 1.5X3 0 1.5X3 3X4 6 v W5 X5(A 1) �C3�10 3X5 (A 1) 2. 5X10 X 2, =:rr3 d 4.61 '# 2X4 f —0 5X5 3X3 �- 13' 11"8 23'0"8 --I 5'6" --+3' —f-5'2"8 ��� 23'0"8 37' R=726# W=3"8 R=18501 W=3" R=12081 W=3"8 TAY T110 SED: 14211 PLT. TY -ALPINE DESIGN CRIT-TPI OTY - 5 TOTAL - 5 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 05\1113\95 TC LL 30.0 PSF REF t *IMPORTANT*X SHALL NOT BE RESPONSIBLE FDR ANY ARNING NANDLING. ERECTION ANDDEVIATION fR011 THIS OESI6N OR THESE SPECIFICAilON3, OR AN1 BRACING. SEE HiB-91 BY TPI. SEE tHIS DESIGN ��1,' ' f��, TC DL 7.0 PSF DATE 05/18/95 A FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE -\\\\ ALPINE CONNECTORS APE MADE OF MA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED• TOP - - BC OL 10•0 PSF DRWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL 0.0 PSF JRK CONNECTORS PER DRAWINGS 130. 150 G 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF _ TOT.LD. 47.0 PSF0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER S SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 R10 Q � DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ��� INEEa`'��``` W--TPI -TIN1M S PLATE STITUT IN, „. SPACING 24.0" ITYPEspec )00;-(5-1406) 7 124-2 T MN ABC THIS DWG. PREPARED FROM COMPUTER INPUT _tLOADS G DIMENSION SUBMITTED BY TRUSS MFR TOP CHORD 2X4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2X4 SP 62 N UPLIFT {LB): 350 1920 620 WEBS 2X4 SP /3 BRG.LOC 1FT11: 0.00 12.67 35.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO OR FULLY OPEN BE EQUALLY SPACED. ATTACH WITH (2) BO NAILS. BRACING --------------------------------------------------------------- MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TYPICAL SI14PSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SUITABLE SUPPORT BY ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ;;;-UPLIFT-*** MMN HANGER NMN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacke Only) HUS26 - + 2751# -1286#(10d !ply MTSi2 - -]000/ HUS26 - + 3315/ -1550/ 16d 1p1y CONTRACTORS WARNING: MTS 12 - -2000#(2 Each1111 (( 11 HHUS4B - + 4299/ -1660/ !00 2p 1y ATISPECCIIFFICILOCATIONS. PARBICULAR CARES ISPADVISEDTWRING LOADS NTT288 4455#(2 Each) (16C1 HG S48 " + 6640# -21991 f0a 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -26500 16d 2ply CS150 - -1650#,Each) HGUS5.5- +113350 -3945/(16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 20'6" 16'6" --� 5X5 3X4 X5 X5 m 3X (A) 0 3X4 6 X5(A i) 3X7 3 1.5X3 3X5(At) 2' B, —� ' 3 12' 11" JXX3 24' 1 37' N� R=687# W=3"8 R=1819# W=3" R=1319# W=3"B TAG = T11 SCALE. 6-0 1 667 PLT. TVP.—ALPINE DESIGN CRIT—TPI OTY 7 TOTAL 7 REV. 17.2m ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 05\18\95 T C LL 30.0 PSF REF t *IMPORTANT**SMALL HOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND 'DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-OI BY TPI, SEE THIS DESIGN ��T�1� ��� TC OL 7.0 PSF DATE 05/16/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTee BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS APE MADE OF 2OGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF ORWG A445 OR a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 5606 N BC LL 0.0 PSF NPW CONNECTORS PEA DRAWINGS 130. 150 S ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE _ STATE OF TOT.LD. 47.0 PSF 0 LEN. 37-O—O CONFORM W/APPLICASLE PROVISIONS OF NDS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE U/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ORIO*Q `� DUR.FAC. 1 ,33 IN p0.Y, AHO THALL NDi BE IElIEO UPON IN ANY OTHER MAY. DESIGN i0 THE TRU9!ERECTION CONTRACTOR. ZNEt^- SPACING 24.0" TYp S @C '''NDN NN HRH,,` - 4T 4- T A 7' MN R THISN PREPARED FROMCOMPUTER INPUT ADDIMENSIONS)—SUBMITTEDY T MFR TOP CHORD 2x4 SP 02 N :T4 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LBI: 250 630 590 WEBS 2x4 SP #3 BRG.LOC FT : 0.00 8.79 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 0991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) !X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH OR FULLY OPEN 8d NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SI14PSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------- - (+)-Gravity (-)-Uplift -------- -----Gravity- - ----------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Mr UPLIFT WWW MMM HANGER m*% H5 455!(Jacka Only) I HUS26 - + 2751! -1286! fOd 1ply CONTRACTORS WARNING: NTS12 - -10000 1 HUS26 - + 3315! -1550! f6d fply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS NTS12 - -2000! 2 Each) 1 HHUS48 - + 42990 -1660#(10d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - :44550(2 3786!,2 Each) (tod1J HHUS48 - + 5fB0! -2000! f6d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -44551 2 Eathl udli! HGUS48 - + 6640! -2199! SOd M Y MST60 - -4668! Per 2ply) HGUS48 - + 8000! -2650! 16d 2ply CS150 - -1650! Each) HGUS5.'S- +113350 -3945! 160 3ply ---------- - --- - ---- ------ -- -- -- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- 20'6" 16'6" 5X5 X5 3X10 X4 m 3X5 0 1.5X3 A) (A) 1.5X3 T4 3 3X7 6 � X5(A 1) X X5(A 1) + 3B' 3Xg lX4 �+ro��'• 37' R=5380 W=3"8 R=1766# W=3"8 R=1480* W-3"8 PLT. TYP.-A PINE DESIGN CRIT=TPI OTY - i TOTAL - i REV. 17.2m SCALE144-071667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 05\18\95 TC LL 3 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND n (\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �11T , f��� TC OL 7.0 PSF DATE 05/18/95 n \\Uvwv(AV\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBa BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE v ALPINE CONNECTORS ARE MADE OF 20CA SALV. STEEL MEETING ASTM WIPEMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF DRWG AAAA GR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORDSMALL BE LATERALLY BRACED WITH PROPE R 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 .0 PSF JRK CONNECTORS PER DRAWINGS 130. 150 S )SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE - TOT.LO. 47 •0 PSF 0/A LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER ' SEAL ON THIS BRAVING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0,10%, Q'�� DUR.FAC. 1 .33 IM ONLY, AIA SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN i0 THE TRUSS ERECTION CONTRACTOR. .--TP TE INSTITUTE- '','�N1`` SPACING 24.0" ITYPEspec - 4 T 4- T99 37' COMN ABC THIS DWG. PREPARED FROM COMPUTER INPUT _(LOADSM N N M TT Y TRUSS MFR TOP CHORD 2x4 SP 02 N :T2• T4 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 230 620 620 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 6.7935.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH OR FULLY OPEN Bd NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)"Gravity (-)-U-------------------- -----------1 -------- ---t ----------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. x11■ UPLIFT W*W WWW HANGER MWW H5 - -4550(./acks Only) I HUS25 - +"27510 -1286#((iOd 1ply CONTRACTORS WARNING: MTS12 - -10000 1 HUS26 - * 33150 -15500(i6d Iply THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000((2 Each)) (( ))I HHUS48 - + 42990 -1660#00d 2p11y INSAT TALLATIONPECIFIC LTOAENSURE THAT THIS SRTCRUSS IS EIS RECTED PED ROPERLY. MTT28B - -44550(2 Each) 1160) HGUS48 - + 66400 2199 2ply 2ply MST60 - -46880 Per 2ply) NGUS48 - +170000 -265001(16d 2ply CS150 - -!6500 Each)-------- HGUS5.S5_-+63350-_39450-16d-3ply- --------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 20'6" 16'6" ---� 5X5 X5 3X12 X4 m 3X5 !� (A) (A) 1.5X3 T4 6 � X5(A I) X10 x 3X5( A i) X4 2' —rr2X4 �--- 7' 1 37' N� R=487# W-3"8 R=171811 W=3"8 R=1578# W=3"8 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - REV. 17.2m SCALE141 -0.1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE D5\19\95 TC LL 30.0 PSF REF t *IMPORTANT*jE SHALL NOT 9E RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ��• ���� TC OL 7.0 PSF DATE 05/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ,ALPINE CONNECTORS ARE MADE OF 20GA QALY. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10.0 PSF ORWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0.0 PSF JRK CONNECTORS PER DRAWINGS 130. 150 S ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE - STATE OF - TOT.LO. 47.0 PJTYPE 0/A LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' r`� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 A Q•` OUR. FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ELECTION CONTRACTOR. � IAIEE ���' SPACING 24.0•' Spec 9--TPI -T AT i T T AT NA F i F T T NrN CNH (5-1406) T 4- TIO 37*0MN R13C THIS N PR PAR FROM COMPUTER INPUT (LOADS & DIMEN2"NS) M TT Y TRUSS MFR TOP CHORD 2x4 SP :2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP i2 N UPLIFT (LB): 580 650 200 WEBS 2x4 SP :3 BRG.LOC FT : 0.00 28.29 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT " 15.00 FT. ENCLOSED (A) IX4 13 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO OR FULLY OPEN BE EQUALLY SPACED. ATTACH WITH (2) 80 NAILS. BRACING --------------------------------------------------------------- MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SUITABLE SUPPORT BY ERECTION CONTRACTOR. (+)"Gravity (-)-Uplift --------------------------- ----'-----*----------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. MNM UPLIFT NNN MNM HANGER NNN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacka Only) I HUS26 275 6 !2861 fOd !ply MTS12 -10001 1 HUS26 " + 3315/ -15501 16tl !ply CONTRACTORS WARNING: MTS12 -2000/((2 Each)) (t ) MS48 - + 42991 -1660! 10tl 2ply ATISPECIFICSS ILOCATIONS. PARTTICULAIGNED TO BEAR RCAREOR SIS ADVISEDRT IDURING LOADS MTT288 � -4455/(2 Each) (16a1I HGUS48 " + 66401 -2199# 10a 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 -468Bi(Per 2ply) i HGUS48 " + 8000: -26501 18d 2ply CS150 -1650:(Each) HGUS5.6- +113350 -39451 16d 3ply ------------------------------------=-------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS I-- 20'6" 16'6" — 5X5 m 3X6 3X4 X6 r` 1.5X3 .5X3 .H (A) 6 X5(A i) 3X5(A i) X4 8' 3X4 3X 2X4 28'7" —8'5"} ---� 37' N� R=1489# W=3"8 R=1776# W=3"8R=519# W=3"8 P�T.fTYP4—ALPINE DESIGN CRIT-TPI OTY - i TOTAL i REV. 17.2m SCALE8-0.1667 ALPINE ENGINEERED PRODUCTS, IMC. TRUSSES REQUIRE EXTREME CARE 05\18\95 TC LL 30.0 PSF REF X I MPGR T AN T W X SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICAttdi4, OR ANY BRACING. SEE M[B-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 05/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE v ALPINE CONNECTORS ARE MADE OF MA QALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - 8C OL 10•O PSF DRWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W 8C LL 0.0 PSF MSK CONNECTORS PER DRAWINGS 130. 190 t 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--5EE STATE Of TOT.LD. 47.0 PSF 0/A LEN. 37-0-0 CONFORM r/APPLtG1BLE PROVISIONS OF MDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 R10' P.• SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �, Q � OUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. �" �E5f 0 IL I --T TINSTITUTE- N T NA N F F T T NNN N,LL SPACING 24.0" ITYPEspec 40 T 4- T A 7' MN THIS X PREPARED FROM COMPUTER INPUT OA DIMEN N SUBMITTED Y TR MFR 70P CHORD 2x4 SP 02 N :T2 2X4 SP 01 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT LB MESS 2z4 SP 03 :N9 2x4 SP 02 N BRG.LOC FTI: 0.00 26.29 36.71540 670 210 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) ALL PLATES ARE7.5X3 EXCEPT AS NOTED. WINDUSLLY PEEOPEN100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED OR--------------------------------------------------------------- SEE DRAWING A115/R AND/OR 884.080 FOR FILLER DETAIL. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS --------------(+)_Gravity (-)-Uplift (A) 1X4 03 HEN-FIR OR BETTER CONTINUOUS LATERAL BRACING TO ----- --------------------------------- BE EQUALLY SPACED. ATTACH WITH (2) 80 NAILS. BRACING WWW UPLIFT WNW WNW HANGER WWN MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A H5 4550(Jacks Only) I HUS26 - + 27510 -128601100 1ply SUITABLE SUPPORT BY ERECTION CONTRACTOR. MTS12 - -10000 1 HUS26 - + 33150 -15500(16a iply NTS12 - -20000(2 Each HHUS48 - + 42990 -16600 100 2ply A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00. O.C. MTT288 - -37860 2 Eacn (1001 HHUS48 - + 51800 -20000(16tl 2ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT288 - -44550 2 Each (160) HGUS48 - + 66400 -21990(700 2ply MST60 46880(1Per 2ply) HGUS48 - + 80000 -26501 16tl 2ply CONTRACTORS WARNING: CS150 - -16500(Each) HGUS5.1- +113350 -39450 160 3ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS ------------------------------------- ------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. �- 20'6" 16'6"- 6X8 X5 m 3X5 X5 (A) 0 3X6 (A) ~ 1.5X4 9 X5 (Afl 6 J X10 3x6 (A 1) I e' 5X6 X4 � 2X4 6, 11" •-�- 29'9"8 �.N+ 7'2"8 STM 29'9"8 '_;v 37' R=1382(1 W=3"8 R=18081 W=3"8 R=594# W=3"8 PLT TA DESIGN CRIT=TPI OTY - f TOTAL REV. 17.2m SCAALE5 G: 8-0.1667 ALPINE ENGINEERED PROIIUCTS. INC. TRUSSES REQUIRE EXTREME CARE 05\18\95 TC LL 30.0 PSF REF IMPORTANT*lE SHALL NOT 1)E RESPONSIBLE FOR ANY ARNIN6 IN HANOIIND, ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 05/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING FE ALPINE CONNECTORS APE MADE OF 200A GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10.0 PSF ORWG At"B GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER6606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0.0 PSF JRK CONNECTORS PER DRAWINGS 130. 180 G ISOA-F. DESIGN STANDARDS WITH PRDPEPLY ATTACHED RIGID CEILING--SEE - STATE OF - TOT T.LD. 47.0 PSF O/A LEN. 37-0-0 CONFORM" /APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISO Fit Q'`� DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. "-- T INSTITUTE, NOS- 1991 NATIONALF T T H„ SPACING 24.0" TYP spec 40 T 4- T12G 37' GABLE THIS_DWG. PREPARED FROM COMPUTER INPUT_(LOADS rm DIMENSION SUBMITTED BY TRUSS MF•R TOP CHORD 2x4 SP 01 N :T2 2x4 SP 02 0. BOT CHORD 2x4 SP 02 N :82 2x6 SP /2 N: 2 Complete Trusses Required WEBS 2x4 SP 03 :W16 2x4 SP 02 N: RECOMMENDED CAMBER 1/4' AT MIDSPAN BETWEEN BEARINGS. NAILING SCHEDULE: (0.13lx3.O_9_neila) TOP CHORD: 1 ROM Q 16' o.c. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. ROT CHORD: i ROW Q 13' a.c. WEBS , 1 ROM 9 4' D.C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. IN EACH ROW TO AVOID SPLITTING. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): BRG.LOC (FT): UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT . 15.00 FT. ENCLOSED OR FULLY OPEN ------------------------------------I- --------------- ------ TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS (+)"Gravity (-)-Up l i T t --------------------------------------------------------------- NNN UPLIFT NAA W5HANGER MAN H5 -4550(Jacke Only) HUS26 " + 275If -12861(10tl )ply MTS12 -10000 HUS26 " + 33150 -15500(160 )ply MTS12 -20000(2 Each) HHUS48 " + 42990 -16600 'Otl 2ply MTT288 " -3786012 Each (100) NHUS48 " + 51801 -20000 16tl 2ply MTT288 -44550 2 Each 16tl HGUS48 " + 66400 -2199#(10d 2ply MST60 - -46880 Per 2ply) 1 HGUS48 " + 80000 -26501(16tl 2ply CS15O -16500 Each) I HGUS5.5" +113350 -39450 16tl 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 37' �----20'6" - 16'6" --� T 5X5 v 5X5 4X6 S. p 3X4 � X4 ~ _r -*1 0 3X5 (D1) 2• 2X3 (D1) 7XIO 9M HS"9512 —37' �- 21 '0"12 15' 11"4 ---� R=24091 W=3"8 R=707 Of W=7' = T16 SED: 14265 PLSC TYP.-A PINE DESIGN CRIT-TPI OTY- i PLIES- 2 TOTAL- 2 REV. 17.2m ALE -0.0946 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 05\18\95 T C LL 30.0 PSF REF *IMPORTANTIF)E SHALL MDT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND n 1\ [ALPINE EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-01 BY TPI. SEE THIS DESIGN �`�'1"' '''�� TC DL 7.0 PSF DATE 05/18/95 /1 \\U1v``IISV\ AILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTae BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` E '' - 0\\\\\\/� CONNECTORS APE MADE Of 206A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC OL 10•0 PSF DRWG 4H6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 - RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD A BC LL ,1 0.0 PSF JRK CONNECTORS PER DRAWINGS 130, !SO C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF - TOT.LD. 4 7 PSFITYPE 0/A LEN. 37-0-0 CONFORM W/APPLICAOLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/911 FOR PROPER ^� SEAL ON THIS GRAYING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS 0 RIOT Q P` OUR.FAC. 1 •33 IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOiI. ,'��4 ` ­TPI " T ATINSTITUTE. T A F 7 T T '''NII „��`' SPACING 24.0" Bb l Job;-(5-1406) T 124-2 T13 7' MONO R ER THIS M PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED Y TRUSS MF TOP CHORD 2x4 SP 02 N BOT CHORD 2x8 SP #1 N WEBS 2x4 SP 03 BEARING BLOCKS: NAIL TYPE: 0.131x3.0,g_nai is SAG X-LOC /BLOCKS LENGTH/BLK #NAILS/BLK 0 0.000' 1 12' 7 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES, SIZE C GRADE AS CHORD. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): '090 1190 BRG.LOC 1FT): 0.00 6.75 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift ------------------- --------------------------------------- KKK UPLIFT NNN I NWN HANGER NMN H5 - -455#(Jacks Only) I HUS26 - + 2751# -11286# fOd 'ply MTS12 - -1000# )) 1 HUS26 - + 3315# -1550# 16d 1Dly NTT28B - -4455#(78 (2 E:Ch(2 Each) il6d1� HGUS48 - + 6640# -200 199# 1Od 2ply MST6O - -4688#(Per 2ply) HGUS48 - + 80000 -2650# 16d 2ply CS15O - -1650#-Each) HGUS5.57 +113351 -39451 16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2X2 5X8 m 6 C7 O m 3X6 (A i) 4 8' 4X 14 7' 4X7 R=34041 W=3"8 R=3120# W=3" PLT.=TYP.-ALPINE DESIGN CRIT=TPI OTY TOTAL REV. 17.2m SEAL 140. 000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 05\18\95 TC LL 30 O PSF REF t fEIMPGRTANT1(1(SHALL NDT BE RESPDNs18LE FDR ANr ARNING IN HANOI,iNG. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANr BRACING. SEE NIB-6! BY TPI. SEE THIS DESIGN ��T ��� TC DL 7•0 PSF DATE 05/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH MOO 6Y TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - �ALPINE CONNECTORS ARE NAGE OF MA QALY. STEEL MEETING ASTN GUIREMENIS. UNLESS OTHERWISE INDICATED. TOP - BC OL 10 .0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL 6E LATERALLY BRACED WITH PROPER TAM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N56O6 - BC LL 0•O PSF NP W CONNECTORS PER DRAWINGS 130. 150 B t6OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF - TOT.LO. 47.0 PSF 0/A LEN. 7-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/811 FOR PROPER O p10� r SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �' Q �� OUR.FAC. 1 •33 IN ONLYAND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. iINEE�`'111 .--,p I - AT T T T T A F T F T T ��1I �11O SPACING 24.0" ITYPE mono 5- 4 T 4- T' EJ THIS N PREPAR FR M COMPUTER INPUT (LOADS M NS) SUBMITTED_BYTRUSS MFR TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT ILS �: 260 200 200 WEBS 2x4 SP 02 N BRG.LOC FT : 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) NINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTIONOF 212.01. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. -------------------(+)_Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------- NNN UPLIFT WWW WWW HANGER WWW CONTRACTORS WARNING: H5 - -4550(Jaeke Only) HUS26 - * 2751• -12860 IOd !ply THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS NTS12 -10000 HUS26 - + 33!50 -!5501 160 !ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED OURING NTS12 -20000(2 Each) HHUS48 - + 42990 -1660/ 10d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT2BB - -37860{2 Each) 110dtj HHUS48 - + 51800 -20000 16d 2ply MTT288 - -44550(((2 Each 16d HGUS48 - + 66400 -21990 !0d 2ply MST60 - -46880 Per 2ply) HGUS48 - + 80000 -26500 16d 2ply CS150 - -16500 Each) HGUS5.!- +113350 -39450 16d 301y REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=2121 W=1"8 m 0 6 p in T 2X4 (A1) 4'3 1 7, 1 R=526TH W-3"8 R=73# W=1"8 PLT, TYP.-ALP N DESIGN CRIT-TPI OTY 9 TOTAL - 9 REV. 17.2m SCAT 85065000 ALPINE ENGINEEREO PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 05\18\95 T C LL 30.0 PSF REF t *IMPORTANT1(1(SMALL NOT BE RESPONSIBLE FGR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN � �' f •i•• TC OL 7.0 PSF DATE 05/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE MITN OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , vALPINE CONNECTORS APE MADE OF 200A SALV. STEEL MEETING AGIM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMLL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CNORO W BC LL 0.0 PSF JR K CONNECTORS PER DRAWINGS 130. 150 B 1BOA-F. DESIGN STANOARDS WITH PROPERLY ATTACHED RIGIO CEILING--SEE - STATE T O T.LD. 47.0 PSF 0/A LEN. 7-0-0 CONFORW W/APPLICASLE PROVISIONS OF NDS G TPI. AN ENGINEERS ALPINE TECHNICAL UPDATE (7/1/91) FON PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS dRT.O�Q'� OUR,FAC. 1 .33 IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. • `�` ­TPI AT INSTITUTE, F F T T ,••'•IN, ,N``` SPACING 24.0" TYP e' ack JOW 15-1406) T 4- THIS N PAR FR M COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED Y TRUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORD 2x4 SP !2 N UPLIFT ILS 230 200 200 WEBS 2x4 SP 02 N BRG.LOC 1FT : 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN-------------------------------------------------- REACTION OF 133.72. ------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------(+)_Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------- WWW UPLIFT NWW I WWW HANGER WWW CONTRACTORS WARNING: H5 - -4550(jacks Only) I HUS26 + 2751! -1286!(fOd !ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS NTS12 - -10000 1 HUS26 - + 33150 -15500(16d Iply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000!(2 Each I HHUS48 + 42990 -16601(10d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786!(2 Each) (10d)� HHUS48 + 5180! -2000!(16d 2ply MTT288 - -4455!1((2 Each (1160)) HGUS48 + 66400 -21991 to d 2ply MST60 - -4688! Per 2ply) HGUS48 - + 80000 -2650! 169 2ply CS150 - -1650! Each) HGUS5-k' +11335! 73945#116d 3ply ------------------------------------=------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=134# W=1"8 10'6"4 m 0 6 (V T 2X4 (A1) 4"3 8' f2 -+- 5' R=4450 W=3"8 R=44# W=1"8 PLT.aTYP9-ALPINE DESIGN CRIT-TPI OTY - 4 TOTAL - 4 REV. 17.2m SCALE6i0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 05\18\95 T C LL 30.0 PSF REF _ )(1 MP OR T AN T 1()(SHALL NOT BE RESPONSIBLE FOR AN. WARNING IN HANDLING, ERECTION AND [� \ DEVIATION FROM THIS DESIGN O1 THESE SPECIFICATIONS, OR ANY BRACING. SEE H19-91 BY TPI. SEE THIS DESIGN 1,T 1j TC OL 7.0 PSF DATE 05/18/95 FAIU1RE TO BUILD THE TRUSS IN CONFORMANCE WITH 03166 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ALPNORD IMF. ARE MADE OF 20GA 6ALV. STEEL MEETING ASTM OUIREMENT9. MESS OTHERWISE INDICATE4 TDP - - BC DL 10.0 PSF DRWG A446 GR 6 EXCEPT A9 NOTED. APPLY CONNECTORS 10 EACH FACE OF CSHALL BE LATERALLY BRACED WITH PROPER - $606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W SC LL 0.0 PSF NPW CONNECTORS PER DRAWINGS 130, 150 6 16CA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF = TOT.LD. 47.0 PSFLO/AAN. 5 0-0 CONFORM W/APPLICASLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THI9 DRIOQ ` OUR.FAC. 1 .33 IN ONLY• AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS EI�CTION CONTRACTOR. 1lVEE���•--1P •T AT TT T A AT F T T , SPACING 24,0" eack - 4 4- THIS DWG. PREPARED FROM COMPUTER INPUT ILOADS G DIMENSIONS) SUBMITTED Y TRUSS MFR „ TOP CHORO 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 62 N UPLIFT (LBI: 220 200 200 WEBS 2x4 SP 62 N BRG.LOC FT : 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ORNFULLYEOPEN100.00 MPH. MEAN HEIGHT 15.00 FT. ENCLOSED REACTIONOF 37.25. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- NNN UPLIFT MNN WIN HANGER WIN CONTRACTORS WARNING: H5 4556(Jacka Only) HUS26 - + 27516 -12866 10d iply THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS 12 - -10006 HUS26 - + 33156 -15506 16d 10IY AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20006€2 EeCh jI HHUS48 - + 42996 -16600(10d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 -44556(2 Each� �16d11 HG11S48 + 66406 -21996 !Od 2ply MST60 - -46886(Per 201y) HGUS48 - + 80001 -26506 16d 2ply CS150 - -16506(Each) ------ HGUS5_Rl- +113351 -39456 16d 3ply ----------------------- - --- ------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W-1"8 �9'6"4 c� 0 6 p T 2 X 4 (A 1) —2' --�- 3 ---� R=3B4# W=3"B R=14# W=1"8 PAT.=TY .—ALPIN DESIGN CRIT-TPI OTY - 4 TOTAL - 4 REV. 17.2m SCALE6i0 . 000 ALPINE ENGINEERED PROOUCTS. INC. TRUSSES REQUIRE EXTREME CARE 05\18\95 TC LL 30.0 PSF REF *IMPGRTANTIE IE SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HID-91 BY TPI, SEE THIS DESIGN TC DL 7.0 PSF DATE 05/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTaB BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ALPINE CONNECTORS ARE MADE OF 200A MV. STEEL MEETING ASTW GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ - 8C DL 10 .0 PSF DRWG BE O A446 GR B EXCEPT AS NOTED. APPLY COUNCONNECTORS TO EACH FACE OF CHORD SHALL LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND LESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWIM SHEATHING. BOTTOM CHORD N 8C LL 0 .0 PSF NP W CONNECTORS PER DRAWINGS 130, 150 B ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LO. 47.0 PSF OSA LEN. 3-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS B TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RSO* Q'' DUR.FAC, 1 .33 IN ONLY. ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �'�Nc ���" -TPI AT T T T N T A F T F CONSTRUCTION ''�,,, ,,,,�� SPACING 24.0" TYPE e ' ack t5-J406) T 4- THIS W . PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBM TTE Y TRUSS MFR. TOP CHORD 2x4 SP 02 N WRWARNINGWW AN UPLIFT REACTION OF -228# OCCURED ON A BOT CHORD 2x4 SP /2 N NON-MIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB : 270 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FTI: 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: -(+)_Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS ------------------ --------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MWW UPLIFT 11WM ( SWN HANGER MMM INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455#(Jack= Only) HUS26 - + 2751# -12861(fOd 1ply) MTS12 - -1000/ HUS26 - + 33151 -1550#(16d 1ply MTS12 - -2000:,22 Each HHUS48 - + 4299! -1660# fOd 201y MTT28B - -3786EeCh 10d)) HHUS48 - + 5180! -20001 16d 2ply MTT288 - -44550(2 Each 16d) HGUS48'i + 66400 -2199#(100 20 ly MST60 - -46880 Per 2ply) HGUS48 - + 8000! -26501(16d 2ply CS150 - -16500 Each) HGUS5.5- +113351 -3945! 16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p 8.6.4 T 2X4 (Al) 10 3 4,"3 1 8 �-2• -� 1 R=505# W=3"8 R=-228#-89!"8=1'8 PL TY .-ALPIN DESIGN CRIT=TPI OTY = 4 TOTA 4 REV. 17.2m 5CALE652 i0.5000 ALPINE ENGINEERED PRODUCTS, INC. THIBSES REQUIRE EXTREME CARE 05\18\95 TC LL 30 .0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND ' \ DEVIATION FRO/THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-81 BY TPI. SEE THIS DESIGN e� e TC DL 7 •0 PSF DATE 05/18/95 FAILURE TO BUILD THE TRUSS IN COFORMANCE WITH OSTSa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10•0 PSF ORWG MAB GR S ExCEPT AB NOTED. APRtY CONNECi0R9 TO EACH FACE OF CRDID SHALL 8E LATERALLY BRACED WITN PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL ,10•0 PSF NPW CONNECTORS PER DRAWINGS 130. 150 S 1BOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE - TOT LD 47.D PSFITypE 0/A LEN. 1—O—O CONFORM M/APPLICABLE PROVISIONS OF NOS i TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/01) FOR PROPER - aSEAL ON THIS(PAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUNISH A COPY O' THIS OUR.FAC. 1 •••3 IN ONLY, AND SMALL NOT BE RELIEO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �`` • YP - ATINSTITUTE. A F F T '�NNN ,HHS` SPACING 24.0" e ' ack -f4 T 4- 7' H THISDWG. PREPARED FROM COMPUTER T (LOADS M TT Y TR MFR , TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 340 880 810 WEBS 2x4 SP 03 BRG.LOC FT : 0.00 9.90 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 3 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 323.69. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 ----(+)_Gravity (-)-Uplift SETBACK. CORNER JACKS HAVE NO WEBS. --------------- --------------------------------- WMW UPLIFT NOW I NOW HANGER MMM A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -4550(Jacke Only) I HUS26 - + 27510 -1286:,1fOd fply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 HUS26 - + 33150 -1550 6d 1ply MTS12 - -20000 2 Eech HHUS48 - + 42990 -16600 fOd 2ply CONTRACTORS WARNING: MTT288 - -37861 2 Eech ((10d HHUS48 - + 51800 -20000 f6d 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -44550(2 Each (16d) HGUS48 - + 66400 -21990(10d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING 14ST60 - -46880 Per 2ply) HGUS48 - + 80000 -26501116d 2ply INSTALLATION TO ENSURE THAAT_JNS TRUSS IS ERECTED PROPERLY. CS150 - -16501 Each) HGUSs.{ �+3( 3 0y-�3_944�' 160 3ply 127# REFERENCE HOLDS LUMBER DETAIL SHEET FOR U FT/NAFGE DETAILS 12'8"12 11'6"B 1.5X3 m 0 .-1 4.24 C::,- 2X4 2X4 (A S) -3 8' ---2'9"15 -+- 9' 10"13 4'2"15 5'7"14 R=5591 W=4"15 - 123# R=324# W=1"8 58 PLT.-TYP.-ALPIN DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17,2m SCALE6i0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 05\18\95 T C LL 30 .0 PSF REF (�2 *IMPORTANT**SHALL NOT 6E RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND n 1\\\JVD DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, O1 ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN �11t1 ll ' EI�� TC OL 7•0 PSF DATE 05/18/95 FAILURE TO BUILD T1£ TRUSS IN CONFORMANCE WITH OSTBB BY TPI, FDR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ALPINE CONNECTORS ARE MADE OF MCA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 -0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND(KESS OTHERWISE LOCATED OR THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 0.0 PSF NPW ATTACHED CONNECTORS PER DRAWINGS 130. 130 G 1SOA-F. DESIGN STANGAROS WITH PROPERLY RIGID CEILING --SEE - STATE TOT.L D. 47.0 PSF 0/A LEN. 9-10-13 CONFORM W/APPLICASLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 1 .3 3 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO TIE TRUSS ERECTION coNTRACTOR.•--TP -T SEE ABOVE T YPjack AT T T T NA F F T T �N lr 11111` Job: (5-1406)LOT 124-2 / F1 16'11'12 SY42 GARAGE DOOR HEADER THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP 02 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. SOT CHORD 4x2 SP 02 N WEBS 4x2 SP 03 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 760 760 SRG.LOC (FTI: 0.00 16.69 PROVIDE FOR ADEQUATE ROOF DRAINAGE. IF PARAPET WALLS OR UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE OR FULLY OPEN DRAINAGE AND PREVENT PONOING AT ALL TIMES. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED --------(+)_Gravity (-)•Uplift UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. ----------- --------------------------------- MNN UPLIFT KKK I NMN HANGER KKK MUSTGBE PROPERLYOATTACHED TO THETBOTTOMRCHORD Ai 24.00' O.C. MTS12 - -1000f-455#(Jacka Only) I HUS26 - + 33150 -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -16601(1Od 2ply)) MTT288 - -3786#(2 Each) ((10d)1 HHUS48 - + 51800 -2000#(16d 2ply MTT28B - -44550(2 Each) (16d)) HGUS48 - + 66400 -21990tJDd 2plyj MST60- -4688#(Per 2ply) HGUS48 + 80000 -26500(160 2ply) I CS150 - -1650#(Each) HGUS5.5- +!1335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS X �_2'6- 5X8 5X54X4 4X5 5X7 6X8 5XB 1,2, 1'2• 6'10- 5XIO bxt54X4 4X4 5X5X 16' 11"12 X6 OVER 2 SUPPORTS 6X10 R=21651 W=3"B R=21651 W=3"8 Seq: 8597 PLT. TYP.- ALPINE DESIGN CRIT TPI FL/0/1/1/-/R/- Rev 17.2m SCALE - 0.175C ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 05/09/95 TC LL 30 4SF REF *IMPORTANT**SMALL NOT SE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n I\ DEVIATION FROM THIS DESIGN CA THESE SPECIFICATIONS, OR ANY BRACING. SEE MID-21 BY 7P1. SEE THIS DESIGN �T•TtTTi" �i TC OL 7'�SF DATE 05/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB1 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v� (�., ALPINE CONNECTORS ARE MADE OF 200A SALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10•(T SF ORWG ARAB OR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED KITH PROPER $606 (� TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N - BC LL 0 •/CSF T HB CONNECTORS PER DRAWINGS 130, 150 S )BGA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE - STATE OF TOT.LD. 47•`t'SF O/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 RIO SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY of THIS Q �� DUR.FAC C. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ,���� r ��` " ■-- T T 7 T F T NNN o ' 24.0 TYPE