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Permits 1661 Linkside Ct N (vault folder) 1 ADDRESS BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING '1�J� SLAB V 7' FRAMING COVER-UP INSULATION '�� FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # /0 INSPECTIONS ROUGH Zr--36� FINAL f_1z 9 J_ MECHANICAL PERMIT # 703 '746 PLUMBING PERMIT # NOTES: J CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building d0t&coab.us Application Number . . . . . 07-00000522 Date 4/20/07 Property Address . . . . . . 1661 N LINKSIDE CT Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 cu 1 ahu ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ FORD, ANDREW J. SNYDER HEATING & AIR P.O. BOX 16826 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32245 (904) 641-0600 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . 4/18/07 Valuation . . . . 0 Expiration Date . . 10/15/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH MECHANICAL I�[ANI PERMIT APPLICATION Date: -(-"�-p Property Address: Lo to 1 1, r,� d e Lk t4 Owner: VA r e,-) �cAA c� Telephone#: t'- 9 Contractor: Telephone#: (o N 1-b(o O Contractor Address: lb$Z(-o /? O. 6 an 79;�S7 Fax#: Contractor Signature: In consideration of permit given for doing the work as desctibod in da above stdanent,we hereby agree to perform said work in accordance with the ataadred plans and specifications which ate a part hereof and in accordance wA the City of Atlantic Bead►ordinanocs and standards of good prectice WW therein. Type of Heating Fail: If other construction is being done on this building or site,list the building permit number: �t- Electric ❑ Gas: LP Natural Central Utility ❑ Oil ❑ Wier-Specify MECHAMCAL EQUff%ffNT TO BE INSTALLED NATURE OF WORK >4- Heat Space _Recessed XCentral —Floor pt Residcetial A- Air Conditioning: —Room )c-Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacitycfin O Refrigeration ❑ New Building ❑ Cooling Tower:Capacity anm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _ Manlift Escalator (Number) ❑ Replacement of Existing system ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel (3 Boilers E3Extension or Add-on to Existing System ❑ Gas Piping \ ❑ Odw-Specify ❑ Other-Specify LIST ALL E UIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&cONDENsows App Number Units Dactiption Model# MaInift1twer Ton's Agency TWXLi 030 Tr,-, HEATING—FURNACES,BOII.ERS,FIREPLACES&AIR HANDLER'S Appmvin Number Uri Description Modd# Manufnitner BTU's Agency i " U000 t_ U L TANKS Nominal Capacity 7�w Liquid Serial Appm ing How Many .It Dimaffiions C stained Manner No. 800 Seminole Road•Atlantic Beach,Mr ift 32233-5445 Phone:(904)247-5800• Fax: (904)247-5845* http:/hvww.ei.atlantic-beach.fl.us Revised 1/04 SS1 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000982 Date 7/21/08 Property Address . . . . . . 1661 N LINKSIDE CT Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc INSTALL WOOD BURNING FIREPLACE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LONGNECKER SETZERS & COMPANY ALAN SETZER ATLANTIC BEACH FL 32233 7660 PHILLIPS HIGHWAY JACKSONVILLE FL 32241 (904) 731-4100 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/17/09 ------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. p P7 T CITY OF ATLANTIC BEACH OvpI I I '''�i': 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 (,FFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US MECHANICAL PERMIT APPLICATION DUVAL COUNTY 1. ADDRE9 , AIS� C+ , ❑YSES PE�4RMIT#.„ g, R: r 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: Enl�nJ�j- 7.N FFMPANY: 8.ADDRESS.: (� �nC r'" t!f 9.STATE OF F R I E NO: 10.C EHpNE:. 1 )/ /] ` 11.F N _:' /� 13 12.EMAIL R 6 Q. 13,0fjFJ�/VIE pUI O7 I__( (_1246 �/Y_ 14. (/X Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: (!Shjj� It,,OLASS OF WORK: 98.+WLDINW; ❑NEW INSTALLATION ❑NSW ESIDENTIAL ❑'06 FLORIDA BUILDING CODE- 120rREPLACEMENT OF EXISTING SYSTEM P161STING ❑COMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑REPAIR ❑OTHER MOCKANCAL 19. HEAT: ❑SPACE ❑ RECESSED ❑CENTRAL ❑ FLOOR BURNERS: 20.AIR CONDITIONING: ❑ ROOM ❑ CENTRAL 21.DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: cfm 22.REFRIGERATION: MAX CAPACITY: Cfm 23.COOLING TOWER: CAPACITY: Spm 24. FIRE SPRINKLER: NUMBER OF HEADS: 25.LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: 28. IRRIGATION: ❑ PUMP ❑WELL ❑ PIPING 29.GAS PIPING: #OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC. VALUE FOR OTHER ITEMS: 34,C0OL1N0,WXIIPMENT. AIKCONDITI G.REFRQERATIQ� NUMBER APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER TONS AGENCY 32, EA Nf tXPM9NTt FURNACE IN NUMBER APPR'UVINU OF UNITS DESCRIPTION MODEL# MANUFACTURER BTU AGENCY N3TYPE LIQUID PPROVIM � NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY COAB FORM BLDG04:REVISED:1/10/2008 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: JJiI� Building-dept6-z)goab.uS Application Number . . . . . 07-00000887 Date 6/22/07 Property Address . . . . . . 1661 N LINKSIDE CT Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 -----------•---------------------------------------------------------------- Application desc 1 FIXTURE ------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LONGENECKER JACKSONVILLE PLUMBING AUTH. MANNING, MARK ATLANTIC BEACH FL 32233 108 LEE RD JACKSONVILLE FL 32225 (904) 720-5647 -------------------------------------------------------------------------- Permit . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee 0 Issue Date Valuation . . . . Expiration Date 12/19/07 -------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 .00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION s Date: Property Address:Mal U%my-51Ae- U' 1% Owner. r r L�r%4 4 n cc.X.Lr Tdeph one#: a'4Q -A a U'_ Contractor: -A�V- V 1 i ll P lum bl Mt'Au{'hwr dephone 0"r' oW) Contractor Address: LGL Fax#: T7 a-0 rSR [ Contractor Signature: 1100, In consideration of permit given for doinglie wodc as the above statement,we hereby agree to pedoam said work in . aocordanoe with the attached plans and specifications wbicb are a past hereof and is accordance with the City of Atlantic Beach ordiamm and standards of good practice listed tlurein. installation of plumbing and fixtures must be in accordance with the most recent edition of the Southem Standard Phimbing Code. Plumbing Type: If other construction is being dare on this building or site, ❑ New list the building permit namber: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers . Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Sprinkler System Other*See attached sheet see For 13ac1cflow and Irrigation rocedttres' Fees Permit Lading Fee: S3 .00 ` Total Fixtures: X$7.00 + $35.00 800 Seminole Road a Atlantic Beach,Florida 322334446 Phone:(904)247-5800. Fax: (1104)247.6546• http:llwww.cl.atlantk4mach tl:us Revind 9/06 i .d XUA 13C83SW I dH WU86 :9 L002 22 unr Tertiftratt of OrrupancU (fitg of 70MAtlatffic lkttc4 -- Nnribtt 19evttrtment of Nuilding Inspertinn 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 i various ordinances regulating building construction or use. For the following. Use Classification Bldg. Permit No. 0It1 1 9 Group W,L �:Ple Type Construction 4 Fire District `, Owner of Building Gei2tt?:e ii�cls. Lr Cat : 6� 4� :t 7 '1-Zte �i:'Ve S. g Address ByrisiingAddress 1ii 4t t e it. ltocmity Atla-g-otic B- ch, FL 332233 By: DON C. FORD J I— Building Official Date: ,x "" .y t 4/ POST IN A CONSPICUOUS PLACE ` . � . g a % 7 °g 7z , \ IDS � . . . \ %k ƒ » CD o > C S gag & f 2 . 5 � > . � all s \/ . . . . .. � _ y . « � f \ ¥ƒ 3 \ . i #» � MAP SHOWING BOUNDARY SURVEY OF LOT -//5 ,- BLOCK -- AS SHOWN ON MAP k)F S4 64 V4 -ZIAlfRISIDE IlAlIr e -- AS ;36 -0 -LA R�CCjRDED IN PLAT BOOK PAGES OF THE CURRENT PUSLK, CORDS, OF DUI./At C FOR 14�rlo NOM BEM-lit-if-wS SHUWN HERIEtit-i ARE RASED ON THE ABOVE MENTIONED PLAT- - 7AmS .4.vO A40j�q Ar A,14/,"6l,,V4 40Z),&,rl r 114rV.7 C4 4 :,d-4,, ,CC-Rr'Ar r-,O, 5��6 ORD r)( "oer6A6e- .�n:-N4Rr 7-17-Le, ,"E-r,eOR04/,r/;A/ eo- Jc C 77,;01,i ff" 7l:WA4F9-'P e St)el,'.-I, AZe-q ;+ r. J-5 N 12 0 4 CITY OF 10444C &ate - 941a4 00 SEMINOLE ROMs — -- ------ - ATLANTIC BEACH,FWUM M 322334"S TEIMMME(!N)247-SM FAX("4)247-SNS NOTICE TO: Water Department FROM: Building Department / DATE: 8--3 6- !Is 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 Humber Address ZC1 -7 2Si ely, Buildi g Department CITY OF . SC13C4424- . Office of Building Official REQUEST FOR INSPECTION Date 7-� Permit No. Time !�.. Received ! 1 ` P.M. Job ess Locality /' Owner's Name f Contractor BUILDING - CONCRETE ELECTRICAL eCAL oLUi�A81htC�� MECHANICAL Framing f=ooting Rough Wiring Rough Air Cond. & Re Roofing _ Stab Temp p Heating Insulation Lintel Final 7 Sewer Fire Place _&�Ie ` Pre Fab READY FOR 1NSPECT{0 1�_ "'� A.M Mon. Tues. Wed. Thurs. Friday P.f-A. A.M. Inspection Made ----RM. Inspector_ Final Inspection [7 Certificate of Occupancy Date _�_ 11" CITY OF �r ,q WdGwUC BeacA-t6f •Cs C Office of Building Official REQUEST FOR INSPECTION Date ~� ( Permit No. Time / A `7 Received _- ( y 71 , I Job 15dess locality Owner's !�( Name nita�tor /c co BUILDING CONC ETE ELECTRICA\' PLUMBING MECHANICAL Framing - Footing ❑ Roug rang El Rough Air Cond. & El Re Rooting 7 Slab ❑ Temp Pole O Top Out — Heating Insulation _ Lintel Final ❑ Sewer L7 Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. U Friday P.M. > r^ Inspection Made [ P.M. Inspector_ Final Inspection Certificate of Occupancy Date e i DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 2:33 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: --- -- -------------- i i ------ -------------------------------------------------- i ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, , BUILDING INSPECTION DIVISION cc: FILE JACKSONVILLE ELECTRIC AUTHORITY rA 21 WEST CHURCH STREET • JACKSONVILLE, FL 32202-3139 Date: S- From: DISTRIBUTION ENGINEERING DIVISION To: ELECTRICAL INSPECTION DEPARTm ENT Permit Address: L l�k-S/t) , Electrical Permit No.: Type of Service: r ✓� Electrical Contractor: M o-( c-•c, Phone No: -7`f 3 --3 3 5 a Date Electrical Contractor Contacted: JEA Engineer: AL� Phone No: 632 - (e OS This permit is being returned for the following violation(s) of existing Jacksonville Electric Authority's Rules & Regulation and National Electrical Safety Code. Problem(s): Comments: �__ CITY OF 4&444C Be=llG-9V&U* 4 Office of Building Official REQUEST FOR INSPECTION Q / y Date_ r t Permit No. 1 �' Time A.M. Received -/ PM. Job Ldre. Locality -- Owner's Name _ Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 0 Footing ❑ Rough Wiring 0 Rough C Air Cond.& 0 ? I C Slab 0 Temp Pole 0 Top Out C Heating ns atiort }~ Lintel C Final J Sewer G Fire Place ../ � Pre Fab READY FOR INSPECTION A.M. -Zzw ._., Tues. Wed. Thurs. < 2PM, Inspection Made Inspector- Final Inspection 0 Certificate of Occupancy D Date Of Buildif,y 011,icia! RECUE-S` FOP, INSPECTION Date— _-- ) -- ------__--_ Permit "'.. ._ Time7 ,.LJU A.M -------- --- -- Received-� ---__-- -- RIM. Job Acdc I tt Owner'sf ((( -� Name — Contractor -- � - BUILDINGCO iCFiET�E �-E�ECTRiCAL PLUI:AE:NG MECHANICAL Framing --r"ough `V;7ina Rauch Air Cond. & Re Roofing Slab f Temp Pole Top Out I Heating Insulation _ Lintel _ Final' - Sewer Fire Place C Pre Fab READY FOR INSPECTION Mon. Tues. Wed,. Thurs. Friday A.M. Inspection Made _-___ P.M. /� Final �— Inspeciion ':- Certificate of Occupancy Date _ OF ADDITIONS or • " • D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted .4 IiEl ,774 Ag—_42 !r s� $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 ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG CITY OF : flet• r 3'7 Office of Building Official REQUEST FOR INSPECTION ! o 3 2.6 C tl Date_._ _.-21_____ Permit No. i Time A.M. Received PM. r � Job Add r Locality Owner's Name Contractor�lex CONCRETE ECCRI PLUMBtN MECH A j ram�ng Footing Rough Wiring RoughCCond. Re Roofing Slab Temp Pole _ Top Out Heating Insulation Lintel Final Sewer w Fire Place Pre Fab READY FOR INSPECTION Mon, ) Wed. kZtr,5, Friday_ Inspection Made ___erz — _ P.M. Final Inspection . Inspector Certificate of Occupancy Date TRANSMITTAL DOCUMENT FOR JEA DATE: & - 30 - Qy The following permits have passed "rough" inspection: Permit No. Address � 3 � 3 ( xa6cdicsoc�pv�rsai Please update your records accordingly. BUILDING CLERK CITY OF ATLANTIC BEACH /vcb 1 , 1 J OfAeArj�' 00103 euOR`tlot,Spec.��oN � �✓ � ����#�0 R�aV�St pe�tn�t No �/ A•M• � �� ' _�ocaE�tY �-y ECNP fl EceEvetic� �ontcactoc / PL g\N C� Neaten Face s � •-•-"�; / PL 'int, �G' t�e Fab ddtes R\C Pre AM ZoP Rou9t`�'cin9 Suet Pole O'xo s CONGRgSg D Tema C N FrEdaY / F'n �(lO 1N5P� Shurs• G Genie RSP Fvan�n9, ASE Root,9 O Wed• pM. Pn utat`o FEnaE Ens �c� e�tEicate pate Mon• t Made EnsPeot'on tnsP eCtot u; PSR-M44 P MPARTMENT OF IlU tA1NQ CITY OF ATLANTICk� — . iT' IN fil ' aPlt N� ' "�" 114P .. ,�_.. . . re . 1,661 LIUSID& ORTH COURT, N F Pt rmx t :r MECHANICAL ' ..,._� �. . LXT , BRACH as �I k: N� L€ R -A 3,2233 Type.- LEGAL DESCItzPT1ONWLct4Fxa k I � sASection*.. I� ; 1 1 RX0 tfs ted Value'. + + E ` mprov. cost $0.00 To aL Fees A ount.:P id $94.00 0 1 25 N a z�k CENTP ,L; BEAT-ANIS AltT N MIS RL19I�?F >C1 P Add CH, �. 4.Q �CrPLT . P � iPAC Fitt ,+fit?- 9 ., TAS °' a °�o a, a � fit? 0.0 Pant ay ' CAP,!, AL, JMP�OVV, b;Qf� Address: a51SU A SEN TAP �tI�00 WT xenas+e, .CACP t C 4` } CPPIST.SURCHARGE >00 ; „. SCN4R0V f ATL r 8 CH. 00 � � r Q f, NOTES:, t- work c e+d aiciaax to pulling p*rpt �04 docclblsd: NOTICE ALL Gt iVCAE`f`I` ©RMS AIyD FOOTIN1as MUST'Be INSPECTI0'BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF-ISSUE, BUILDING MATERIAL,.RUBBISH AND©EBRtS FROM TMIS W©RK MUST NOT BE PLACED IN PtBLIC SPACE,,4ND;MUST BE CLEARED UP AND HAULFC?AWAY BY EITHER CONTRACTOR OR OWNER _ s 4cFQlLU 1 i�a V L F�#' 1 `lYl H lCf$ ! ##tSOLT , rH15R0r TWI svoprr =, 1 SUED ACCQRDINGTO APPRC}YED PLAIdS..WHlCH ARE,,PART Off'`t`HIS PERMIT AND SUI ECTTO RE fpCAT t,F i ? Ol,ATION OF APPL4CAaLE�.PR0VI8lONS:OF LAS/ 3 ATLANTIC SEAGH BUILDING DEPARTMENT BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH. FLORIDA 72331 APPLICATION FOR MECHANICAL, PERMIT CAL-,N-NUmB6 IMPORTANT — Applicant to complete all items in sections I. ll,.111, and IV. LOCATION Sliest Address:_ 1661 1 TN-K-r LTF rpuRT Ing, H OF Inters•cfiag streets; li.t.aee,_S F M T N 0 1 E R 0TH And_ ATI A N T T r R1 V 1) BUILDING L O T 115 S E L V A ^�~ Sub•d;vition LINKS�L�F12E� 11. IDENTIFICATION — To be completed by all applicants In consideration of parm;l g;�en for doing Ike work as dascribad in the abeve statement we hereby 19'o* to pa•fo••n sa;d .o•s •• e::rae•;e .irh the aHachpd plans and spe6f;ca1;ons which are a part hereof and ;n accordance .;th the C;ty of Jeckson,;l•e old;-aces a•a s•o•:a•:s of good practice l4led therein. Home of ►Jechaa)cai Contractors cooamts« (Priat) MANDARIN HEAT & AIR blaster Name of Property Owner CENT E Syaabre of Owner Signature of w Avirlsw sad AgentArchitect or Engineer 111. GfNRAL INFOWATION A' Typo of AoaKng fool: �• IS OTHER CONSTRUCTION ICING Coke ON Goctrk THIS NUILDING OR SITC I Y F ❑ Gas--❑ Lk ❑ Natural ❑ Central Utility IF YES. GIVE NUMIKER OF CONSTRUCTION O Oil PERMIT 101 7Q O Othw —• Spedfy IV, UNCHAN C,AL ECQUINARNT TO 11 INSTALL10 NATURE OF WORK (ho.ido complete list of componenk on back of this fares) LT Residenilai or (I Commercial 0' Heat ❑ Space ❑ Recessed q/Central O now yr New Building �Qf� Air Conddfooingt (3 (loan (;KC nlni 1 /❑ Existing Building .a,-D d Syehem: Melori0 049-0 9 t T►ielsaL�f �Zff ❑ Replacement of existing System Llasimwe up.ctty 1 n n n a t.rss. X New installation(No System previously installed) ❑ Rof.igenfioe ❑ Extension or add-on to existing system ❑ Other-- Specify Q Coolieq tw«: Gpacity 9y.re. Q Fin sprinUers: Number of hoed► —� ❑ Elevator ❑ Mo%l,h ❑ Escalator (isumborl THIS SPAC1 FOR OFIFIC1 US& ONLY ❑ 646'A'se pjonpa (number) (p-st„4) (3 ToAA (cumber) Remarks O LPG tewlet (rwnlbar) ❑ Uefired p+wawn vwaer O 1110am Permit Approved by pas. O c]M«. — Specify Permit Fee LIST ALL EQUIPMENT ADR CONDITIONING AND REFRIGERATION EQUIPMENT Number Vnita Deecriptlon Hodes Number lit Aufacturer jY A tovtas t r -- HFATWG I FURNACES, R10ILERS, FIREPLACES CITY OF ATLANTIC BEACH, FLORIDA APP►Cwdby APPLICATION ICOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE _ / )qy a 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. ,t ol ELECT ICAL FIRM: MASTS E C! N§I fig_ BE C- �15 NAME..c�41 Mx_ BLDG.SIZE BETWEEN: RES. APT.t ) COMM.( 1 PUBLIC I I INDUS.I I NEWX OLD ( 1 REW.t I ADDITION( I TRAILER t I TEMP.t ) SIGNS ( ) SO.FT. SERVICE: NEWIPlf INCREASE( ) REPAIR ( ) FEE CONDUCTOR SIZE ;210 AMPS COPPER f I ALUM. •M� ry� SWITCHOR 8 EAKER AMPS PH W bV 1.1/O AY EXIST.SERV.SIZE AMPS PH I. W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE N0. SIZE - LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED _______t OPEN TOTAL PSR-3844 10214 DEPARTMENT OF BUILDING ----- PERMIT INFORMATION --Cff-�-OF ATLANTfaBEAe + LOCATION INFORMATION ------- Permi;t Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Blass off`' Work: NEW ---------- LEGAL DESCRIPT"ION --------- Constr . Type: N/A Lot : Block: Section: Proposed Use: SINGLE FAMILY Township: RNG: 0 Dwellings : 0 Code: 0 Subdivision: Estimated Value: $0 .00 Improv . Cost : $0 . 00 Total Fees : $57 . 00 Amount Paid: $57 .00 Date Paid: 5/26/95 Work Des . : INSTALL 12 FIXTURES ---------- 0WNRR ' INFORMATION --------- ---- APPLICATION FEES ----- PERMIT 013 Address : 1661 LINRSIDE CT N. WATER IMPACT FEE $0 .00 ATLANTIC REACH , FLORIDA 32233 SEWER IMPACT FEE $0 . 00 Phone: t a WATER METER/TAP 50 .00 RADON GAS-H.R. S . SO . 011) ------- CONTRACTOR INFORMATION ------- RADON CAB 5% $0 .00 Name: DON HARRIS PLUMBING CAPITAL IMPROVE. $0 . 00 Address : 4029 BLA.NDING BLVD. SEWER TAP $0 .00 JACKSONVILLE , FLA. 32210 CROSS CONN CTION 50 .00 License : CFC019194 Type;: 4. SEC H -IMPACT FEE $0 .00 CONST. SURCHARGE $0 . 00 SCHARGE/ATL .BCH. $0 . 00 NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 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 MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING WDf-PARTF ENT OOCxWXKi OOOO(K)OOO $57.00 14 n Date. 5126/35 Oi Rcpl: (067K Y01334 03221000 sy: ? = CONTRACTOR COPY OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE / THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG GMY OF r •.r Office of Building Official ?23- REQUEST FOR INSPECTION Date _g _ Permit No. Time ^� Received i Job Address y Locality f� Owner's Name k _Contractor r `� BUILDING CONCRETE ELECTRICALPLUMBING MECHANICAL Framing Footinc - Rough Wiring Air Cond. & Re Roofing Slab - Temp Pole - Top Out Heating Insulation - Lintel - Final F Sewer Fire Place Pre Fab READY OR INSPECTION A.M Mon. Thurs. Friday— P.M !I A.M. Inspection Made P.M. I Inspection r Certificate of Occupancy Date _ DEPARTMENT OF BUILDING � . I NFORMAT I dR �,.efTTY`OP ATL ANT E� �- 00,01014' RORMT I ISN ------ P rii Type: PLUMBING ATLANTIC 'BEACH, FLORIDA 32233 Class e��.; Work, NEW ------ LWAL DESCRIPTION, C rust rr, Type: N/A , Ldt .- B1 cook. : section: Proposed Use": SINGLE FAX TLS. Township: E NG: 4 Dwellings : 0-. Coder t? spavisiony ' Estimated Vallu 00 total Fees �� 7 00 A p : 0 Date, Paid: 5/26/95 "I51k D <..<• L -12 FIXTURES ' Addis 3 ; 51"M CT F WI RR I PAC 'FEE? . 0-00 `LOR *R IMPAC' FEE 0.00 WATER 'mvtu.ftAP $0 .00 RAM, (,;,As-K I S. - in : 'rP* PLUMBING; f; .. CAPITAL IMP T#.I r $0.00 Address , . 2 INCA BLVI411 S0AFA TO $0.00 , N33NVEF " I " ${ .AC F � Llcen . a r x SCHAROVATL4 -A0 .00 < d DOTES. 1 f f fi i c NOTICE" ALL CONCRETE IFDR#I AND FOOTINGS MUST BE INPECEI�?,I EESRE POURING, s PeRMIT voib SIX MONTHS AFTER DATE OF ISSII BUILDING MATERIAL, RUBBISH AND DEBRIS I=RON THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,'AND MUST,BE CLEARED UP'AND HAULED AWAY,BY EITHER CONTRACTOR OR OWNER FAtLUR T ClVPY TH THE �EfIGHr !+ 1yMPRO 'E- PER ME ^�;.1FN CAN RULE` t�: r I SkAD ACG( RDIN.G Td ApPROYED PLANS WHICH ARE BART CSF THIS PERMIT AND SUBJECT TO REVOCAtltl�i FOR t VI�LAII4N`OF APPLICABLE PROVISIONS X71}LAM/ x ATL� C ICH IUILDING D F?AIT 74-0 c.,J� EM; wser.ka.,.'.... - �- CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: k0 OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOlk r i . AND ADDRESS: o -( TELEPHONE NUMBER: Cp�lou , STATE LICENSE NO: C. i- TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS _ _DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT:AQ s $3.50 + $15.00 = $ i ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION40F THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5825 to r ±,'1 "RrIG�` m ru C(T1'OF NTIC RMATIO II CR TI{ # .. g VTs6L �. � ;Per-in it Typo- BUILDINd AT4, TI4 BEACH, FLORIDA '32233 a :!� oW rkt MEN AL Constr. Type: 'FOOD E Lqt". it l�sc '�. Sept n.: � P Proy used Use: SINGLE FAXTLY s)ip- 1 I in, I Code: D Subdivi" taxi: Bp I VA Li hkm ide ;;F timated Value! 8,11 5 . A D 2,77 44 Fr 5-19,11 195 Word: a' ly hoft , w -ICA TION FEES .w. . 4PtIT z° Address . IDE T:j ORTH,;e IMPACT FEE 711*110 FRE ft rrpr " ,. b " u` ' � " ]RADON 48 -B:R y S. T NFORW*t ON RAbOt ' CAB Via% $4 14 REL EBTATCAPITAL 'I $325.00 y Xa Y` ,g,3t+ tl r �W, w'ti.^ra ,w F' .w'.f. 3e. � azrrpek, dkR awm»tm w,W'm'.4 AT.A r L{�I*n FIiM kT Vyy * pf r 32216 yCpyfixTWR�'. N }V} } ... 5-34 'I' P 54 SEC B ;IMR ' ' P` E � ° . C+C CONST U�. hRd V 6,04; l E .6' h ,.. rc C � 2 -wo 14„ WY e is: Im7 iAlc 4 c. t” :. r' NOTICl* ALL OONCRETE FORMS AND FOOTINGS MUST®lir INSPECTED SMRE POUR114G B PERMIT VOID SIX MONTHS AFTER PATE OF ISSUE ' k " IVG MATERIAE,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE 'LACED IN PUBLIC SPACE,AND MUSS"8 � C` ED UP'AND HAULED:AWAY BY EITHER CONTRACTOR OR OWNER LIEN IN� ILJ Ed COMPLY T ,HFV T `PRtRERTY . Q PAYIN � �"�"� � UI Q!N IMPROVEMENTS fAf000w ACCORDING TO APPROVED PLANS'WHICH ARE PART OF:THIS PERMIT AND SUrJECT TO REV©CATION FOR ON OF APPLICABLE PROVI.SI"C3lVS OF LAW, BEACH B 0W. dW OWXK*00 78 k 5 w CITY OFF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date } Heated Square Footage ,�1@ $ � per sq ft = $ Garage per sq ft = $ �"' •Lam'/' - @ S 7•�� per sq ft = $���Z Deck _�---� @ $ per sq ft = $ Patio per sq ft = 8_4 TOTAL VALUATION: a 0 Total ,Valuation 1st $ S-0,004) J Remaining Value $ ce per thousand o� portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $_ (C ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $_ 9?O0 WATER IMPACT FEE $i �/ 0_�O SEWER IMPACT FEE $ /,2 tS-0.00 WATER METER/TAP 0 CAPITAL IMPROVEMENT S ��Q0 SEWER TAP S ((31�cy► RADON (HRS) . 0050 (,.31? 1,3 SECTION H PAVING ( ) $ HYDRAULIC SHARES $` —6 — CROSS CONNECTION $ .ac) (/3W) SURCHARGE . 0050 S OTHER $ GRAND, TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing _. E) ectric/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 6 BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET / WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (S) / BATHTUB/SHOWER (2) �RINAL WALL LIP (4) __.SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) _, _LAVATORY (1) �COMBINATION SINK AND TRAY (3) ___L__WASHING MACHINE (3) "POT, SCULLERY SINK (4) „_,DISHWASHER Q) WASH SINK EACH SET OF FAUCETS (2) itITCHEN SINK (2) ENTAL LAVATORY (1) _KITCHEN SINK WITH WASTE �RNTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET -. URINAL STALL, WASHOUT (4) �FLUSHIIIC RIM SINK (S) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. PEDESTAL, SYPHON JET �RINKING FOUNTAIN (1/2) BLOWOUT (2) _LAVATORY, BARBER/BEAUTY —"CE MAKER (1/2) SHOP (2) /, SURGEONS SINK (3) _ ZLAVATORY, SURGEONS (2) —ZJACUZZI (2) -.,�URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS , 4 $20.00 EACH $— JOB INFORMATION i ?ROPERTY DESCRIPTION TY OF n,�,�v` 1 � 1995 f�t�c �eacl - �lozcda .ot rA I 5-__61ock __-----Section 7160CEAN BOULEVARD -" Building and Zoning . OX 25 A77.ANT1C BEACH.. BOX 12277 'subdivisions � ���L�1<_S 1�� TELEPHONE V OU 2t9.2d95 street Name DESCRIPTION OF WORK 3r Address,_,t.1&;,�p L L.,,L=1C1 Ps C,T_1 V It in a FLOOD HAZARD 'lood Zones__- ,,,__area completes page 3. Brief Osscription s i Class Of Works tNess/Ressodel/Addition!_ TONING INFORMATION Type of Constructionlr :oning Proposed District i Ila 2 u hUse s��._ �_.�_...,_ - a , 4(�_------- Eatiwated Value g :xceptions or Naterialas � C_ ,____ ariances Grantods,,,� -' Solid or -------__ ---.--_.,..---------_. r_ Filled Grounds 0`1� __--Root s OWNER IMI''ORMATIOM Method of Meetings r��G_���'�pu!►'1� Property Ov►ser s-��/�\� N1J-P .L1 --------- Meiling Phones N���f+ 11 e,f' F I. ----------- ------- CONTRACTOR INFORMATION Contractor s ---------- Phones Nailing C Addreen AC k 6K0,% Ike f--�i__,_------------------------ zips_3aa ( ------ Expir.ti n License Numbers Gate Z ""gay CCNTIrY THAT i RAVE READ AND "AMINCO 711Z8 APPLICATION ANO KNOW TM[ SAMC TO 6C TRVt AND CONNECT. ALL PROViBiONs OF TNk LAWN AND OROINA"CESi O0VCRNINO TNlS TY►C OF WORK WILL •C " COWLSCO YITN. WNCTNCN Srr=rZCD Remain OR NOT. TUC GRANTIMO OF A ►[OMIT DOES NOT PRCSunC TO �- GIVE AUTMORZTY TO •ZOLATR ON CAMC[L TMC PR0VI8IOK4 Or ANY FCOCRAL. STATC OR LOCAL RULL5. �'?�(�[,/fr♦• NEOULATZONS. OMOINANCS{N. OR LAOS IN ANT MANNER. ZNCLUDS"G THC GOVERNING OP CONSTRUCTION OR THE PERFORMANCC OP CONSTRUCTION Or TMC PNOJCCr. ! UMOCRHTAMO THAT TN[ t53UANC[ Or TN15 PERMIT IS "� S } •Aw,; CONTlNOEMT UPON TNS ANOVS INFORMATION •[INO TRUC AND CORRiCT AND THAT THC PLANS AND SUPPORTSHC DATA MAVC OCCN OR ltNALL at PROVZDRD A REOUIRCO. +i l� 41 1 Xst'��� i �� Owner Signature . --- ----D.t. - Contractn�r S'Ignaturv_-- - LZ-------Date_--------- ,. . czq(.-vs-s/ RINANCIA%PRINTING G>~ i I I } �utice of commencement (PR[TARt IN ourLIeArt) i To whom'it may concern: i The undersigned hereby informs you that improvements will be made to certain real property, and in i accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property _,��----- L ---�J '�`CS/,old o� ---------------------------------------------------------------- According to plat thereof recorded in plat book 417 pages- �S�.�s of the current publicrecords -lb-vc,-1 Cour+y - - General description of improvements __________________________..-_______-___-_______-__--------------- Construction of Single Family Residence with Garage on concrete slab ----------------------------------------------------------------------------------------------------------- Centex Real Estate Corporation Owner -------------------------------------------------------------------- 6620 Southpoint Drive Suite 900 Jacksonville Florida 32216 Address Fee Simple Owner's interest in site of the improvement ---------------------------------------------------------------. Fee Simple Title holder (if other than owner)- _____________________________________________________________. Name ---------------------------------------------------....-----------------------------------------------. Address -------------------------------------------------------------------------------------------------- same as owner Contractor -------------------------------------------------- ----------------------------------------------- Address ----------------------------------------------------------------------------------------•--------- Surety (if any) -------------------------------------------------------------------------------------------- Addisess -----------------------------------------------------------------Amount of bond $-------------- 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: 115 SL 2 BUILDER: CENTEX AND ADDRESS: 1661 LINKSIDE CT. N. PERMITTING ICLIMATE 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. 1344 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7 . Porch overhang length (ft. ) 7 . 0 .00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 138. 90sgft 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 , 147.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 .00, 944 .00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11.00, 149 .00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a.R=30.00 , 1344 .00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6 .80 15.Hot water system: 15. Type: Electric EF: 0. 88 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 98.06 a. Total As-Built points 19a. 26080.76 b. Total Base points 19b. 26597 . 96 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: � .t4Q,�Q compliance in accordance with Section DATE: s-9-9s- 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. / OWNER/AGENT: BUILDING OFFICIAL: � DATE: DATE: ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98. 1 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 ( -------------X------- � INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10 .0 IX-------------------- I HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.88 IX--------------------) 0 .54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 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: GGA Hwy-�,ou: 1J,r_S . Signature: � Date: S--Cr -4 S' City/Zi ., U 3 �.z/ y Florida EvVergy 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: 115 SL 2 BUILDER: CENTEX AND ADDRESS: 1661 LINKSIDE CT. N. PERMITTING ICLIMATE 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. 1344 .00 6. Predominant eave overhang (ft. ) 6 . 1.00 7. Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 138. 90sgft 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 , 147 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 944 .00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11.00, 149.00sgft 11 .Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30. 00 , 1344 .00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.88 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 98.06 a. Total As-Built points 19a. 26080.76 b. Total Base points 19b. 26597 .96 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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. II ,� ` OWNER/AGENT: �-�il/�A`��•nnC.� BUILDING OFFICIAL: � DATE: S '-r,f 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: 115 SL 2 BUILDER: CENTEX AND ADDRESS: 1661 LINKSIDE CT. N. PERMITTING ICLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT N0. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1344 . 00 6. Predominant eave overhang (ft. ) 6. 1 .00 7 . Porch overhang length (ft. ) 7 . 0 .00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 138.90sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation.- a. nsulation:a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 147 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 944 .00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11.00, 149 .00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30. 00 , 1344 .00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0. 88 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 98.06 a. Total As-Built points 19a. 26080.76 b. Total Base points 19b. 26597.96 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: 0 aA,9.c.Qp'.0 compliance in accordance with Section DATE:- 5__q_-5 c' 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: ea'4V BUILDING OFFICIAL: DATE: S--S --5� DATE: -95- SUMMER CALCULATIONS BASE ___ __- AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS I TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 80.40 65. 8 5290. 3 DBL CLR N 15.0 38.3 .94 537 .2 DBL CLR N 42 .0 38. 3 .94 1504.0 DBL CLR N 11.7 38. 3 .94 419.0 DBL CLR N 11.7 38. 3 .94 419.0 E 9. 00 65 . 8 592.2 DBL CLR E 9.0 79.7 .94 677 .8 S 28.50 65. 8 1875.3 DBL CLR S 24 .0 66.2 .90 1432 .6 DBL CLR S 4 .5 66.2 .90 268.6 W 21.00 65.8 1381 .8 DBL CLR W 15.0 79.7 .94 1129.7 DBL CLR W 6.0 79.7 .94 451.9 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1, 344 .00 138.90 1.451 9, 139 .62 13,265.28 1 6,839.83 -------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 944 .0 . 9 849.6 Ext Wood Frame 11 .0 944 .0 1.70 1604.8 Adj 149.0 .7 104 .3 Adj Wood Frame 11.0 149.0 .70 104 .3 DOORS---------------- Ext 21 .0 6. 1 128. 1 Ext Insulated 21.0 4. 10 86. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18. 8 2 .40 45. 1 CEILINGS------------- UA 1344 .0 . 6 806.4 Under Attic 30.0 1344 .0 .60 806.4 FLOORS--------------- Slb 147 .0 -37 . 0 -5439.0 Slab-on-Grade . 0 147 .0 -41.20 -6056.4 INFILTRATION--------- 1344 .0 8.0 10752 .0 Practice #2 1344 .0 8. 00 10752.0 TOTAL SUMMER POINTS 20,511.80 I 14, 182. 15 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 20,511.80 .37 7 ,589.37 1 14, 182 . 15 1 .00 1 . 100 .340 .860 4,561.55 ******************************************************************************* WINTER CALCULATIONS ******************************************************************************* __- BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 80.40 -10.6 -852 .2 DBL CLR N 15. 0 7 .3 1. 10 120 . 1 DBL CLR N 42 .0 7 .3 1. 10 336.2 DBL CLR N 11. 7 7. 3 1. 10 93.7 DBL CLR N 11.7 7. 3 1. 10 93.7 E 9.00 -10. 6 -95.4 DBL CLR E 9 .0 -9.2 .84 -69.3 S 28.50 -10. 6 -302 . 1 DBL CLR S 24 .0 -28.4 .96 -652. 1 DBL CLR S 4 .5 -28.4 .96 -122 .3 W 21 .00 -10. 6 -222 .6 DBL CLR W 15.0 -9.2 .84 -115.5 DBL CLR W 6.0 -9.2 . 84 -46.2 ------------------------------------------------------------------------------- . 15 x COND. FLOOR J TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS i POINTS ------------------------------------------------------------------------------- . 15 1, 344 . 00 138. 90 1.451 -1,472.34 -2, 136.96 -361.59 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 944 .0 2.2 2076.8 Ext Wood Frame 11.0 944.0 3.70 3492 .8 Adj 149.0 3 . 6 536.4 Adj Wood Frame 11 .0 149.0 3.60 536.4 DOORS---------------- Ext 21 . 0 12 . 3 258.3 Ext Insulated 21.0 8.40 176.4 Adj 18.8 11 .5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1344 .0 1.2 1612 .8 Under Attic 30.0 1344 . 0 1 .20 1612 .8 FLOORS--------------- Slb 147 .0 8. 9 1308. 3 Slab-on-Grade .0 147 .0 18.80 2763.6 INFILTRATION--------- 1344 .0 7 .4 9945.6 Practice #2 1344 . 0 7 .40 9945.6 TOTAL WINTER POINTS 13, 817 .44 18,382.21 TOTAL x SYSTEM = HEATING ( TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 13,817 .44 .55 7 ,599.59 1 18,382 .21 1.00 1 . 100 .500 1 .000 10, 110.22 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- ******************************************************************************* WATER HEATING ******************************************************************************* BASE ___ __= AS-BUILT NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409.00 40 .88 1.000 3803.0 1.00 11,409.00 ******************************************************************************* SUMMARY ******************************************************************************* -_= BASE ___ __= AS-BUILT COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 7589.4 7599.6 11409 .0 26,597 .96 4561.5 10110.2 11409.0 26,080.76 ***************** * EPI = 98.06 ***************** ENERGY GUIDE For detailed information of the EPS rating number or for any ITEM listed, ask your Builder for EPI= 98. 1 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 -------------X------- � INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- ( AIRCONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- ) HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 (X-------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.88 IX-------------------- 1 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 1 --------------------- , 0.40 0.80 Solar EF. . . . . . . . . . . . . . --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: S--9-9s- city/z ipoa "-4-95"City/Zips 3;-, Z, G Florida TMergy 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 : 115 SL 2 ADDRESS : 1661 LINKSIDE CT N CITY :ATLANTIC BEACH, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1344 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 20515.78 STRUCTURE SENSIBLE 9713.939 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 13893.94 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1025.79 DUCT GAIN 1689.39 TOTAL LOSS/BTUH 21541.57 TOTAL SENSIBLE 18583.33 TOTAL LATENT 12020.99 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4308 .31 20% SENS.OVRSZE FTR: 3716.67 ACTUAL + 20% OVERSIZE: 25849.88 ISENS. + 20% OVERSIZE: 22300.00 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER ICLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 6.00 174 .00 276.00 East Double Clr Drapes/Blinds 1 9 .00 261.00 414 .00 South Double Clr Drapes/Blinds 1 24 .00 696 .00 600.00 North Double Clr Drapes/Blinds 1 15.00 435.00 240.00 North Double Clr Drapes/Blinds 1 42 .00 1218.00 672.00 North Double Clr Drapes/Blinds 1 11. 70 339. 30 187.20 North Double Clr Drapes/Blinds 1 11.70 339. 30 187.20 South Double Clr Drapes/Blinds 1 4 .50 130.50 112.50 Infiltration : Winter Htm ( 29.4 ) x 138.90 4083.66 Infiltration : Summer Htm ( 7 . 74 ) x 138.90 1075.09 --------- --------- --------- Window Frame : Metal SUBTOTALS: 138. 90 8111. 76 4453.99 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 944 .00 3398.40 2360.00 Wood Stud - Adj . 11 149.00 536.40 253.30 --------- --------- --------- SUBTOTALS: 1093.00 3934 .80 2613.30 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21 .00 371 .70 109.20 Solid Core/Wood - Adj . 0 18.80 417 . 36 78.96 Infiltration :Winter Htm( 29 .4 ) x 39.80 1170. 12 Infiltration :Summer Htm( 7 .74 ) x 39 .80 308.05 --------- --------- --------- SUBTOTALS: 39.80 1959. 18 496.21 E I L I NG S---------- ------------------------------------------------------ Under Attic 30 1344 .00 1747 .20 2150.40 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 147 .00 Lin.Ft. 4762 .80 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 20515.78 16893.94 ------------------------------------------------------------------------------- . REFER T Dlr£NIS TO or G4 OUT . PALE IRDExZA'-A" 12'-8" MAXU 1 .. c e• �� 1 m ^ 8 L)I O ' 4V 2 • • NAILS lli T i1E T TOP CHM cl t cl BOTTOM c"M T8 1 > T9 F4 Simpson Strong-Tie SinPson Strong-Tie ]N a a INSTALL HAV OF U FASTENERS t EACH N END OF STRAP N lM12 LfAR r —14-1 Od - i —6-1Od N (� a 1n fel N 1 ^y f� 2 PLY N(N OR I PLT V/SAME SIZE a GRADE SCAB .N 14-letl M BACK SIDE 24' LOM' m �C) V/ 12e t 21 O.C. �rJ env CONN. UPLIFT mAhcu DOVN.DAD UPLIFT ?; MTS12 1000>t U2 MJS26 2TS1Y 128611 H1 fWIC& LMME55 NOVO [�1 11Yn BUILPM/FWAU 95PON913LITY T4 t0 MFEt T 5 F50N CAfA Oaf FOP COMMIN%&LAIION GUS $95. - T3 N &L ML5 t0 M SUI't IEV 13Y OUiLM, °" _ Tj 3170. Tr ROOF FRAMING PLAN a 4 NOT TO SCALE P�iAY 1 1995 SHEET .1 lnninU OF 2 U4119 N m x� 3 a (y n I Q7 h yr`^ Q_l V Eq I8 o- oul Y O O D - 8'-0"PLA?DEIGN( �' o ® - 9'-O"PLATe M10 f a ® -10'-0"PLA9 E• LW all b V 2 V S Q PLATE HEIGHT & ROOF PLAN o NOT TO SCALE SHEET 2 F 2 s 4' '4W HIPS 7' THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBM TTEO Y TRUSS MFR. )P CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )T CHORD 2x4 SP !2 N UPLIFT (LB): 860 850 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 21.04 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) , 1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED BUILDING (1991 SBC) --------------------------------------------------------------- RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS JST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+).Gravity (-)-Uplift MMx UPLIFT NNN I NNN HANGER NNN H5 - -455!(Jacks Only) HUS26 - + 2751! -1286!(1 Od 1ply) MTS12 - -10000 1 HUS26 - + 33150 -1550!(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600000 2ply) MTT28B - -3786!(2 Each (fOd)I HHUS48 - + 5180! -2000#(16d 2ply) MTT28B - -4455!(2 Each 16d)I HGUS48 - + 66400 -2199!(IO(J 2ply) MST60 - -4688!(Per 2ply) I HGUS48 - + 8000! -2650/(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) - -------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS f� 21 '4 ' f 7- 7.4„ 7� T 5X5 X5 P 0 1 .5X3 1 .5X3 0 6 v m 4X5(A2) 4X5 (A2) -lop �- 2' -+- 21 '4" 2' -I (` 7' —7.4„ 7 ' R=2139# W=3"8 5780 5780 R=2139# W=3"8 ACS = T5 SEO: 79108 'L TYP.-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL - 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TN. SEE THIS DESIGN � US �� TG' OL / .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFO MANCE WITH OS/BB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 20GA QALY. STEEL MEETING ASTM OUTAEMENTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 10 .0 PSF DRWG A46 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OES[GN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130. ISO C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF - TOT,LO. 47 .0 PSF O/A LEN. 21-4-0 CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER ' LORt�� P= SEAL ON 1H7!DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY Of THIS _,�c,Q � JOUR,FAC. 1 .33 [N ONLY, AND BHALI NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEt^�,.� SPACING SEE ABOVE (TYPE h i p S -._..,. - •.r re a••r ♦ua•enne r•D- . 10-1 MATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ��� 111,,,,, ): (4-3592) LOT T2 -21'4* H THIS OWG. PREPARED FROM C MPUTER NPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. )P CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )T CHORD 2x4 SP #2 N UPLIFT (LB): 470 470 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 21.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- JST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286# (1Od 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d iply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(1Od 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 66400 -2199# (10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS15O = -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS —9' 3'4" --�-- 9 4X 4X5 (R) m = 1.5X3 1.5X3 � 6 � Q 3X4 (A 1) X4 (A 1) X XB �2' --1- 21 -4" 2' —� R=1156# W=3"8 R=1155# W=3"8 ATIO SED: 79116 'L TYP.-ALPINE DESIGN CRIT=TPI QTY i TOTAL - i REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF R E F *IMPORTANT**SHALL NOT BE RESPONSIBLE FDP ANY ARNING IN HANDLING, ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNUS 1 TC DL 7 .0 PSF DATE 12/02/94 n \\\V1vAv1AU\ FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH 03168 6Y TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` 11 ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF O R WG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY 8PACEO WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOnO W BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS t30, ISO L I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - T O T.L D. 4 7 •0 PSF O/A L E N. 21-4-0 Q CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/t/911 FOR PROPER (0 RlOp P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q': OUR.FAC. 1 .33 iN OMLV. AND SMALL NOT BE RELIED UPON 1N ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. IN `5 G p e r r Nr, ;)4.0 ITYPF h I D S l: (A-35921 LOT T3 -21'4" mm n THIS W PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. )P CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )T CHORD 2x4 SP #2 N UPLIFT (LB): 470 470 WEBS 2x4 SP 03. BRG.LOC (FT): 0.00 21.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- )ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- NxN UPLIFT NNN I NXX HANGER Nxx H5 - -455#(Jacks Only) 1 HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d iply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(1Od 2ply) MTT28B - -3786#(2 Each) (10(01 HHUS48 - + 51800 -20000 (16d 2ply) MTT288 - -44550(2 Each) (16d)I HGUS48 - + 6640# -2199#(1Od 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) 1 HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10'8" 10'8" -1 4X4 m 1.5X3 1 .5X3 `° 6 v 3X4 (A 1) 3X4 (A i) N 3X7 �- 2' -+- 21 -4" -I- 2' -, R=1i56# W=3"8 R=1155# W=3"B AG - T42 SEO: 79118 'LT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIPE EXTREME CAPE 12/02/94 T C LL 30 .0 PSF REF t *IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANO (�DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN �1�'uss' ����� TC DL, 7 .0 PSF DATE 12/02/74 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE NITN OSTBa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS APE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC OL 10 .0 PSF 0 R WG A/Aa GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER _ 5606 - I TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130. 130 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF = T 0 T.L D. 47 .0 PSF 0/A LEN. 21-4-0 CONFORM N/APPLICASLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/911 FOR PROPER C 0 ql�' P ` SEAL ON THIS ORAMING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q � OUR.FAC. 1 .33 IN ONLY. ANO Shull NOT BE RELIED UPON IN ANY OTHER WAY.. M'•^DESIIGN•TO THE TRUSS ERRECCT^OCONTRACTOR. INEE?`'�. SPACING 2 4.0" T Y P E C o m n Q: (4-3592)—LOT T4-21'4" COMMon THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS Mf R. 3P CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, 3T CHORD 2x4 SP /2 N UPLIFT (LB): 470 340 WEBS 2x4 SP /3 BRG.LOC (FT): 0.00 21.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED 100.00 MPH. MEAN HEIGHT • 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- _ JST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (+)■Gravity (-)-Uplift --------------------------------------------------------------- *X* UPLIFT xxR I flxll HANGER MIfM H5 - -4551(JaCks Only) I HUS26 - + 2751/ -12860(10d !ply) MTS12 - -10000 1 HUS26 - + 33150 -1550/(16d iplyl MTS12 - -20000(2 EaCh) I HHUS48 - + 4299/ -1660#00d 2ply) MTT28B - -37860(2 Each) (30d) HHUS48 - + 51801 -2000/(16d 2ply) MTT28B - -4455#(2 Each) (16d) HGUS48 - + 6640,1 -2199000d 2ply) MST60 - -4688!(Per 2ply) I HGUS48 - + 8000E -26500 6d 2ply) CS150 - -16501(Each) I HGUS5.5- +11335# -3945E 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10'8" -� 4X4 m 1.5X3 1.5X3 Do 6 U7 3X4 (A1) X4 (Ai) X --IV 8' 3X7 �2' •-�- 21 -4" R=1165# W=3"8 R=993# W=3"8 gg SED: 79121 'LT. TYPS-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL - 2 REV. 17,2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXIREME CARE 12/02/94 TC LL 30 .0 PSF 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 HIO-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/02/94 ^ \\UwVVI►U\ FAILURE TO BUILD THE TAUS$ IN CONFORMANCE WITH 03180 BY tPl. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ALPINE CONNECTORS APE MADE OF 2OGA GALV. STEEL MEETING ASIN WIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF D RWG A446 GR!EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 56D6 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W - BC LL 0 .0 P SF LJ S CONNECTORS PER DRAWINGS 130. 150 C 180A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - TOT.LD. 47 O PSF OSA LEN. 21-4-0 CONFORM M/APPLTCABI.E OROV1910N9 OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER L O RSO P; 1 .33 SEAL ON TNI!DRAWING APPLIES 10 TIE COMPONENt DEPICTED HERE DRYNALL APPLICATION. FURNISH A COPY OF THIS Q•` IN ONLY, AND SMALL NOT 8E RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F WEER`' ` DUR.FAC. -^• - ---�-••" •-••..,� .". . .eel HAT•muu Tr"u:N dwr.TFtrATInN FnR Wnnn rnNSTRllrttnN I„„ •` SPACING 24.0 TYPE c o in b: (4-3592) 7' HIPS V T 4'8" SO THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP E2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. OT CHORD 2x4 SP #2 N :82 2x4 SP #1 Dense: UPLIFT LB): 220 240 220 WEBS 2x4 SP 03 BRG.LOC FT): 0.71 6.00 16.71 Lt Wedge 2x4 SP 03: 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) . HIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ENCLOSED BUILDING (1991 SBC) NLY. 00 NOT USE WITH PLASTER CEILING. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 1 HIP DESIGNED TO SUPPORT 04-08-00 JACKS AT LEFT END. (+)-Gravity (-)-Uplift ACKS HAVE NO WEBS. ------------ --------------------------------------------------- MMM UPLIFT MMM I MMM HANGER xMM RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -4550(JackS Only) I HUS26 - + 27510 -12860(10d 1ply) UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000! 1 HUS26 - + 3315# -1550E(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660000d 2ply) CONTRACTORS WARNING: MTT28B - -37860(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) HIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT288 - -44550((2 Each (16d) HGUS48 - + 66400 -21990(10d 2ply) T SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -46880(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) NSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -16500(Each) I HGUS5.5- +113350 -39450(16(1 3ply) - -------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS ----4'B" 12'4" `I 4X5(R) 1.5X3 4 X3 6 m 3X7 m 2X4 (A i) cD 4"3 C0 10' st T vKF Cu ;j -m-}---- 5'5"482 10' 10"4 -- X4 3X3 R=497# W-3"B R-7BO3#XW=3"B R=474# W=3"8 A T111 SED: 79126 'L TY .-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL - 1 REV. 17.2m SCALE =0.3750 AIPINE ENGINEERED PRODUCTS, INC. .(MISSES REQUIRE EXIREME CARE 12/02/94 TC LL 30 .0 PSF REF t *IMPORTANT**sHu.LLrat BE RESPONstBI.E FOR ANY ARNING IN HANDLING. ERECTION AND •�DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS• OR ANT SPACING. SEE HIB-91 BY TPI. SEE THIS DESIGN C � TL' DL 7 .O PSF DATE 12/0294 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS1B6 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20CA DALY. STEEL MEETING ASTM OUtREMENtS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .O PSF DRWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - O O PSF L J S TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CNORO BC LL CONNECTORS PER DRAWINGS 130, ISO C 180A-F. OESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING -- SEE _ T 0 T.L D. 47 .0 PSF 0/A L E N. 17-0-0 CONFORM W/APPLICASLE PROVISIONS OF NDS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/01) FOR PROPER ? ` SEAL ON THIS MAKING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' OUR,FAC. 1 . 33 IN ONLY, AND SHAH NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.ATF TNat1TNNtF NNW IRRH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION , SPACING S E E ABOVE TYPE s p e c 4- T HIPS R SL THIS W PREPARED FROM COMPUTER INPU1 (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x6 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. OT CHORD 2x4 SP 01 Dense UPLIFT (LB): 200 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 10.67 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED HIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING --------------------------------------------------------------- NLY. 00 NOT USE WITH PLASTER CEILING. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ----- -- RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ----------- (+)_Gravity (-)-Up 1 i f t ------------------------ UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT-xxx ( xxx HANGER xxx--------- H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#(10d 1ply) MTS12 - -1000# HUS26 - + 3315# -1550#(16d 1ply) NTS12 - -2000#(2 Each) HHUS48 - + 4299# -1660#(fOd 2ply) MTT28B - -37B6#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d) HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10, 3"BE 9=3 --o8' 10' 11"8 X3 3X3 1- 10' 11"8 R=515# W=3" R=515# W=3"8 ATiB SEO: 79134 'L TYP.-ALPINE DESIGN CRIT-TPI GTY - i TOTAL i REV, 17.2m SCALE =0.3750 ALPINE ENGIREEREO PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF R E F t *IMPORTANT**SMALL NGT BE RESPONSIBLE FOR ANY ARNING tN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �T.rtVS' fT�i� TC OL 7 ,0 PSF DATE 12/O2/94 FAILURE TO BUILD THE I B 1N CONFORMANCE NITM OST88 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` vALPINE CONNECTORS ARE MADE OF 200A GALT. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DR WG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LAtERALLY BRACED WITH PROPER SBOS TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130, 150 C IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF = T 0 T.L D. 4 7 .O PSF O A LEN. 1 0-1 1-8 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER L O#101, P` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q �� DUR.FAC. 1 .33 IN ONLT, ANA SHALL NOT BE PELTED UNWI 1N ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ,�'' INEEA''�.` .__�e• - •-r,r-q♦te r.reTtnnr lrfll . IORI N►TInNA1. OF3TBN SPFCtFTCATION FOR WOW CONSTRUCTION r�rN lrRrrr SPACING 24.0" TYPE spee (4-3592) T 7 HIPS SR SL THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. )P CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. JT CHORD 2x4 SP 02 N UPLIFT (LB): 200 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 10.67 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WIND SPEED 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED ND VERTICAL MAY NOT BE EXPOSED TO HORIZONTAL WINO PRESSURE. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)_Gravity (-)-Uplift JST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- *x11 UPLIFT 111111 I x*x HANGER x1TW H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(1Od 1ply) MTS12 - -10000 1 HUS26 - + 331541 -1550#(16d 1ply) MTS12 - -2000#(2 Each I HHUS48 - + 4299# -1660#00d 2ply) MTT288 - -3786#(2 Each (lOd)I HHUS48 - + 5180# -20000(16d 2ply) MTT28B - -44550(2 Each) (16d)1 HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 1650#(Each) I HGUS5.5- +11335# -39450(164 3ply) _217.8 —6' 2,2WERE E HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5X5 X5 6 � 2x2 X2 m ;D ^ m in _ v Lo in ►n e' 1011"8 X3 3X3 10' i 1"8 ---� R=515# W=3" R=515# W=3"8 Agg n Tii9 SED: 79140 1LT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL 1 REV. 17.2m SCALE =0,3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF t *IMPORTANT*m SHALL NOT BE RESPONSIBLE FDR ANYWARNING IN HANDLING. ERECTION AND S TC DL 7 , 0 PSF DATE 12/02/94 OEVIAT2011 IRON TNI9 DESIGN OR tNESE SPECIFICATIONS, OR ANY GRACING. BEE NIB-91 BV TPI, SEE iHI3 DESIGN �tl �FAILURE TO BUILO THE TRUSS IN CONFORMANCE MITN GSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , US ��ALPINE CONNECTORS APE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - _ BC OL 10 .0 PSF D R WG A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY GRACED WITH PROPER 5560E TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 P SF L.J S CONNECTORS PER DRAWINGS 130, 130 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF _ TO T.L D. 47 .0 P SF 0/A LEN CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 11/1/911 FOR PROPER 0 Rio P, SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q , OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONIRACTOR. INE EP`'.� ` .__rn, re Me-a,re rMertrllTc MM • 1491 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTMl1CTIDN '�rr,lll.l`t SPACING 24.0 ITYPE spec 4- MN V T DROP GABLE THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. )P CHORD 2x4 SP 02 N NNWARNING! 2 UNPLATED JOINT(S)NN )T CHORD 2x4 SP #2 N WEBS 2x4 SR 03 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 200 250 200 BRG.LOC (FT): 0.00 6.19 12.38 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) JST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED --------------------------------------------------------------- CONTRACTORS WARNING: TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS -IIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS (+)-Gravity (-)-Uplift ------------------- T SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING --------------------------------- VSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NNN UPLIFT NNN I NNN HANGER NNN H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#(16d 2ply) MTT28B - -4455#12 Each) (16d)I HGUS48 - + 6640# -21990H Od 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -26500(164 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6'4" -T� 6'4" _I 4X4 1.5X3 .5X3 6 � CU 9.8.3 fL m 4X5 (R) m d 4 8 ---V 4 4X5 (R) 6'4" 6'4" f� 5-4" - -2' �T. 5,4" �- 12'8 R=163# W=3"8 R=864# W=3"8 R=163# W=3"8 A? T7 SED: 79279 L TYP.-ALPINE DESIGN CRIT-TPI OTY i TOTAL . 1 REV, 17.2m SCALE =0,5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF AEF n2 )(*IMPORTANT)()(SHALL NOT DE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN �1�1V5' e��.� TC OL /-7 .O PSF DATE 12/02/94 n \\U�wIV11,U\ FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ALPINE CONNECTORS ARE MAGE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS, UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRWG AUS CR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130, ISO C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE = STATE OFTOT.L 0. 4 7 .0 PSF O/A LEN. 12-8-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER L 0 Rio 9E AL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q � ouR.FAC. 1 33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE'6 N--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION �����N�I.��� SPACING 24.0" TYPE spec )b' (4-3592) LOT T MN V T THIS WG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 02 N UPLIFT (LB): 340 330 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 12.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, ENCLOSED 4 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- HUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift ------------------- -------------------------------------- *Km UPLIFT X*m I *** HANGER WWR H5 - -455#(Jacks Only) HUS26 - + 27510 -1286#(10d 1ply) MTS12 - -10000 HUS26 - + 33150 -1550#(16d 1ply) MTS12 - -2000#(2 Each) HHUS48 - + 42990 -1660000d 2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 - + 51800 -2000#(16d 2ply) MTT288 - -44550(2 Each) (16d)I HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) HGUS5.5- +11335# -3945# (16d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS S,4„ 6.4" —tel f � 4X4 P m 6 4X5(R) 2X4 (A 1) 1'B'3 X4 (A 1) 4'3 d 4 —L , 4X5 (R) �--2' 5,4H 2' 5'4" 2' ---� 12'8" R=748# W=3"8 R=748# W=3"B TA T 0 SEO: 79270 PL TY .-ALPINE DESIGN CRIT=TPI OTY 2 TOTAL - 2 REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/02/94 T C L L 30 .0 PSF R E F F12 X I MP O R T A N T X*SHALL NOT BE RESPONStSLE FOR ANYWARNING IN HANOLING, ERECTION AND OEviAT10N FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPU. SEE THIS DESIGN �T ��� TC DL /-7 0 PSF DATE 12/02/94 FAILURE ` �US � TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ��i ALPINE CONNECTORS ARE MADE OF 200A GALY. STEEL MEETING ASTN OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - _ BC DL 10 .0 PSF DRWG A448 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 V TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. 80TTOM CHOP W BC LL 0 .0 PSF L�.JS CONNECTORS PER ORAMINGS 130. ISO C I80A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T 0 T.L D. 4 7 .O PSF 0�Q L E N. 1 2-8-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER (D qt0 4 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICtEO HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS Q DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIEO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ��• INEEa`l A--TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION � 1�1��, o" SPACING 24.0" T Y P E spec )' 4- T T MN VLT THIS OWG. PREPARED FROM COMPUTER INPUT LOAD6 DIMENSIONS SUBMITTED BY TRUSS MFR. )P CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )T CHORD 2x4 SP 02 N UPLIFT (LB): 340 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 12.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. --------------------------------------------------------------- )ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- *xM UPLIFT IIx* ) BRR HANGER xxx H5 - -455#(Jacks Only) HUS26 - + 2751# -1286#00d 1p Y) MTS12 - -1000# HUS26 - + 3315# -1550#(16d 1ply) MTT288 - -3786#(2 Each) (10d) HHUS48 - + 5180# -2000#(f6 2ply) MTT28B - -4455#(2 Each) (16d ( HGUS48 - + 6640# -21994(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(160 2ply) CS150 - -1650#(Each) ( HGUS5.5- +11335# -39450(16d 3ply) - -------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4X4 m ca 6 p 4X5 (R) m 2X4 (A i) X4 (A 1) d4 3 B 4X5(R) �--2 --�--- 5-4- -+--2 5'4" ----� 12'8" R=765# W=3"8 R=579# W=3"8 LJ. T36 SED: 79272 TYP.-ALPINE DESIGN CRIT-TPI OTY - 5 TOTAL 5 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF R E F X IMPORTANT*)(SMALL NOT BE RESPONSIBLE FOR ANYWARNING 1N HANDLING, ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HtS-91 BY TPI. SEE THIS DESIGN ,T1t'VS' .� TC OL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT SPACING RE ` v ALPINE CONNECTORS APE MADE OF 206A GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF ORWG A448 CR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS 0104EANISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CNORO W BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130. 190 0 IGOA-F. DESIGN STANOARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - gTA TE OF - TOT.L D. 47 .0 PSF O/A LEN. 12-8-0 CONFORM W/APPLICAOLE PROVISIONS OF NAS L TPI. AN ENGtNEER•S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER - Og10� v: SEAL ON TN19 ORAMIHG APPLIES TO TME CONPONENi DEPICTED HERE DRYMALL APPLICATION. FURNISH A COPY OF THIS �. Q � ouR.F Ac. 1 3 3 [N ONLY. AND 9MALl NOT BE RELIED UPON 1N ANI'OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, IIYE `•.� --- ---_- •-- ••-••-••-� nn. ..r.nuu Kern-eesrrcrrArrw r—Wnnn rneera", 4 SPACING 24.0„ TYPE spec 10b: 4- TIO 24*7"8H PM DROP GA8LE 4'S8 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED 13Y TRUSS-MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): WEBS 2x4 SP 03 BRG.LOC (FT): UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. -----------(+)_Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -------- --------------------------------- xxx UPLIFT TIxN I Wxx HANGER WWII H5 - -4550(Jacks Only) I HUS26 - + 275111 -12860(10d iply) MTS12 - -10000 1 HUS26 - + 33150 -15500 (16d Iply) MTS12 - -200011(2 Each 1 HHUS48 - + 42990 -16600(10d 2ply) MTT28B - -37860(2 Each (10d)1 HHUS48 - + 51800 -20000(16d 2ply) MTT28B - -44550(2 Each (1601 HGUS48 - + 66400 -21990(10d 2ply) MST60 - -46B80 Per 2ply) 1 HGUS48 - + 80000 -26500 16tl 2ply) CS150 - -16500 Each) I HGUS5.5- +113350 -39450 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �_420'7"8 —1 1 121 121 121 121 Ir 121 121 121 121 8 8 121 1"Ts 4X5 (R) X 2,0.4 3X4 (D i) I4' L'4 9' B' L7 3.64)5(R) --3'7"8 -T 21 ' —� 24'7"8 R-158# W-3'8 R=103 plf W=21 ' ' TA?. T11 SED: 79320 PL Ty -ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - i REV, 17.2m SCALE =0.2500 ALPINE ENGINEEREO PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NGT BE RESPONSIBLE FDR ANYWARNING IN HANDLING, ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIO-91 BY TPI, SEE THIS DESIGN _ �1'1US 1 F���i� I TC DL 7 . 0 PSF DATE 12/02/94 \\\VV\�VI►V\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` © ALPINE CONNECTORS ARE MADE OF MA GALT. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF D R WG MAB GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 0 0 P 5 F L J S IAMB AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POST71ON LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL CONNECTORS PER DRAWINGS 130, 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T 0 T.L D. 47 . 0 PSF Q/A LEN, 24-7-8 CONFORM"APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER L 0 010�' Y ` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HEIS DRYWALL APPLICATION. FURNISH A COPY OF THIS ' �, �,C,Q �� DUR.FAC. 1 . 3 3 IN ONLY, AND SHALL NOT BE RELIED UPON IN AM OTHER MAY. DESIGN TO TIE TRUSS ERECTION CONTRACTOR. INE Ems'.� •.,. _ ....•.n... ..,.•..„•e un" 1""1 NAY1O 1 T1FatFM"PPI.IFICATfnN FRP WORK f`.RNRTRIN:TInH '1lll1llll��' SPACING 24 0 TYPE h i pm Ib: 4- T 24'7"8 H PM V T 6'SB THIS WG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP 12 N : T2 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 12 N UPLIFT (LB): 540 410 WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 24.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- IUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)-Uplift --------------------------------------------------------------- MMW UPLIFT MMM I WMM HANGER xx x H5 - -4551(Jacks Only) I HUS26 - + 27511 -12861(10d 1ply) MTS12 - -1000,1 HUS25 - + 33151 -15501(16d 1ply) MTS12 - -20001(2 Each HHUS48 - + 42991 -16501(10d 2ply) MTT28B - -3786112 Each (!Od)I HHUS48 - + 51801 -20001(16d 2ply) MTT288 - -44551(2 Each) (16d)I HGUS48 - + 66401 -21991 (SOd 2ply) MST60 - -46881(Per 2ply) HGUS48 - + 80001 -26501 (16d 2ply) CS15016501(Each) HGUS5.5- +113351 -39451 (16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 66 18'7"8 T 6X6 3X4 TP,5X3 3X FR Tm _ 2'4'3 � 6 f 9' lm 3X6 (A 1) X 4X 3X 1 —1 . K 3 ? _L. e. a 3.6 55X7 l-- 2' —f-3'7"8 21 r 24'7"8 -� R=1332# W=3"8 R=1135# W=3" TAY.- T8 SED: . 79281 'LT. TYP.-ALPINE DESIGN CRIT-TPI QTY 1 TOTAL = i REV, 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *I MP OR T ANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING 1N HANDLING, ERECTION ANO n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �I��1"' TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ , �us ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - 8C OL 10 .0 PSF DRWG U AS OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATEO ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORb W - BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130. 160 C IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of T 0 T.L D. 47 .0 PSF (] A LEN. 24-7-8 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER (O RLO' P - SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS a ;� OUR.FAC. 1 .33 1.ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE Ea`' ` SPACING T Y P E spec .- , - I ..aiNO • IGOI NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION " 0,-(A-3592) LOT T 4' H PM V T 8-SO THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. 7P CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, JT CHORD 2x4 SP #2 N UPLIFT (LB): 530 420 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 24.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- JST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+).Gravity (-)-Uplift ------------------- --------------------------------------- Xxx UPLIFT MMM I MMx HANGER Mxx H5 - -4550(Jacks Only) I HUS26 - + 27510 -1286#(10(1 1p Y) MTS12 - -1000# I HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each 1 I HHUS48 - + 4299# -1660#(100 2ply) MTT28B - -3786#(2 Each) (10d11 HHUS48 - + 5180# -2000#(16d 2ply) MTT289 - -44550(2 EaCh) (16d)I HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) ( HGUS48 - + 80000 -2650#116d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450l6d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS ' 8 167" 8' -}- -� T 6X7 X m v 6 p.1.5X3 v m tit 9 3X6 (Ai) X X Xi 1 . 3 a3.65X14 �2' +-3'7"8 21 ' �• 24'7"8 R=1332# W=3"8 R=1135# W=3" AG T33 SED: 79264 �LT. TYP,-ALPINE DESIGN CRIT=TPI OTY i TOTAL 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE WPM CAPE 12/02/94 T C L L 30 .0 0 PSF REF F t *IMPORTANT**SHALL NGT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND %DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN 9NEE� "' T C DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE MITM OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �ALPINE CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUE!AND ULLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHOTA BC LL 0 .0 PS F L JS CONNECTORS PER DRAWINGS 130. 1SO C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED P10IO CEILING -- SEE - STATE - T O T.L D. 47 .0 PSF D/Q L E N. 24-7-8 CONFORN-/APPLICABLE PROVISIONS OF NAS C TPI• AN ENGINEER'S ALPINE TECHNICAL UPDATE O/1/9t) FOR PROPER ' SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ouR.FAC. 1 . 33IN ONLY, ANA SMALL NOT BE RELIEO UPON IN ANY O1MER WAY, DESIGN TO THE iRU53 ERECi10N CONTRACTOR. .` --. .......... ---•-••............ - ---.._._.._.._.. SPACING 24.0" ITYPE spec Ob: (4-3592) LOT T13 24-7-8HIPS V T 1 SR THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 530 420 WEBS 2x4 SP #3 BRG.LOC (M., 0.00 24.38 . UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- Bd NAILS 6 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. M-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. 1(wR UPLIFT xx* I I1MR HANGER MMN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455!(Jacks Only) HUS26 - + 27511 -12860(10d 1ply) MTS12 - -10001 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000012 Each HHUS48 - + 42991 -1660#(10d 2ply) MTT288 - -3786# 2 Each) (10d1 HHUS48 - + 51801 -2000:06d 2ply) MTT288 - -44551(2 Each) (16d)I HGUS48 - + 66401 -21991(10d 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 800011 -2650 (16d 2ply) CS150 - -1650#(Each) HGUS5.5- +113351 -3945:(16d 301y) - -------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10' 13 '4" 4X6 1 .5X3 5X5 (R) X2 (A) T �► 3X5 v m 6 � - ln � 3X6(A1) X4 X9 8 3.5, 5X6 �W-2' +-3-7-8 21 ' J 24'7"8 _I R=1332# W=3"8 R=1136# W=3" TA = T32 SED: 79287 PL TYP.-ALPINE DESIGN CRIT=TPI QTY - 1 TOTAL - 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIPE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF X IMP 0 R T A N T X*SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN - �1%�t'us 1 �� TC DL 7 .0 PSF DATE 12/02/94 /T \\U�wIV1LU\ FAILURE TO BUILD TIE TRUSS IN CONFORMANCE WITH GSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v 11 ALPINE CONNECTORS ARE MADE OF ZOGA DALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 1 O O PSF DRWG A446 GR S EXCEPT AS MOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM Cion W 8C LL 0 .0 P SF L J S CONNECTORS PER DRAWINGS 130. 150 C IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ T 0 T.L.D. 4 7 .O PSF 0/A LEN. 24-7-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C IPI. 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 RID P Q 7; DUR.FAC. 1 •33 IN ONLY. AND SHALL NOT BE PELTED UPON IN AM OT/ER WAY. DESIGN i0 THE TRUSS ERECTION CONTRACTOR. �'�� ,INE Ep`' .-. , - - ..... -... ..,...,— — . ."-i N.rrn"u —mH—YrtrirAtt—Frog Wr rnNCmrttm ttit `` SPACING 24.0" TYPE spec Job: 4- T T14 24'7"8 HIPS V T 1 SR 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. 80T CHORD 2x4 SP 02 N UPLIFT (LB): 520 420 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 24.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(I0d 1ply) MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 20y) MTT288 - -4455#(2 Each) (160)1 HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#116d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- — 12' 9'4" 3'3"8 --� A 3X4 4X (R) iol X5 LID m 4X4 o i v L co 6 � m 9' 3X6 (A 1) X4 X8 1 . 3 a 3.6 5X7 �- 2' +-3'7"13 21 ' �I 24'7"8 _) R-1332# W=3"8 R=1135# W=3" TAGT226 SED: 79290 PLT. TY .-ALPINE DESIGN CRIT-TPI OTY 1 TOTAL - 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIPE EXTREME CARE 12/02/94 T C LL 30 .0 PSF REF X IMPORTANT*X SHALT.NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-B1 BY TPI. SEE THIS DESIGN - ��Ij1VS ��, TC OL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE O ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED, TOP - BC OL 10 .0 PS F D R W G O MAB OR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ 5606 _ TRUSS AND UNLESS OTHERWISE LOCATEO ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOnO - x _ BC LL O O PSF L J S CONNECTORS PER DRAWINGS 130. MO C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIG10 CEILING -- SEE STATE OF _ T 0 T.L D. 47 .0 PSF 0 Q LEN. 24-7-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPOATE 17/1/911 FOR PROPER L 0 RS0 P P� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q � DUR.FAC. 1 . 33 1 N ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. OESTGN TO THE TRUSS ERECTION CONTCTOR. �� F INE EA�' ` ` .__� • ♦n.ce ei t TTT , Nn¢ . /QG/ NAT TnNAI %,S,n.OPF f.iF if.A1TRN FnR Wmn fnNiTM ItnNMll�l ` SPACING 24.0 ' TYPE spec 7: (4-3592) T T15 24*7*8HIPS V T 14'SB THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. )P CHORD 2x4 SP 02 N :T1 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )T CHORD 2x4 SP 02 N UPLIFT (LB): 520 420 WEBS 2x4 SP #3 BRG.LOC. (FT): 0.00 24.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A) 1x4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS & 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+).Gravity (-)-Uplift --------------------------------------------------------------- RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. X*; UPLIFT ;*N ( NM1f HANGER MMM JST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) HUS26 - + 2751# -1286#(1Od 1ply) MTS12 - -1000# HUS26 - + 331501 -1550# 16d 1ply) MTS12 - -2000#12 Each) HHUS48 - + 42991 -16600(fOd 2ply) MTT28B - -3786# 2 Each) (IOd)I HHUS48 - + 5180# -2000#(f 6d 2ply) MTT288 - -44550(2 Each) (16d)I HGUS48 - + 6640# -2199#(fOd 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(f 6d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3piy) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4X6 4X (R) T1 3x4 m 4X4 (A) T v 6 C;;- to r` Co m 9 3X6(A I) 3X4 3X8 1 . 3 1 . 3 3X48' d 3.6 55X7 �2' +-3'7"8 21 ' -) 24'7"8 _l R=1332# W=3"8 R=1135# W=3 Ay T4 SED: 79292 'LT. TYP.-ALPINE DESIGN CRIT=TPI OTY i TOTAL = 1 REV. 17.2m SCALE =0.2500 ALPINE ENGIMEEREO PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF X I MPO R T AN T*X SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION ANO n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN e TC CL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE NITN GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC OL 10 .0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERTRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 •0 PSF LJS CONNECTORS PER DRAWINGS 130. 150 C IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TDT.LD. 47 .O PSF 0/A LEN. 24-7-8 COMFORM W/APPLICABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE U/1/91) FOR PROPERP'- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � OUR.FAC. 1 . 33 iNONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, -- . SPACING 24,0" ITYPE spec Job: (4-3592) LOT T ' HIPS SR SL THIS OWG, PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N : T3 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 340 350 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *x* UPLIFT *** I *** HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(10d 1ply) MTS12 - -1000# I HUS26 - + 3315# -1550#(16d iply) MTS12 - -2000#(2 Each) HHUS48 - + 4299# -1660#(10d 2ply) MTT289 - -3786# 2 Each (10d)1 HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each (16d)1 HGUS48 - + 6640# -2199:00d 2ply) MST60 - -4688#((Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -16500 Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �• 12'4"8 7'3 8 -----i 4X5 (R) 4X5 (R) T3 m 6 X4 X4 T (A) 3X5 m T' m f'lti5 9' 3X5 3 X 3R7 21 ' 1. X3 R=987# W=3" R=987# W=3"8 1 .5X3 I TAY TRSEQ: 79181 PLT, Ty . -ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - i REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES nEGUIPE EXTREME CARE 12/02/94 T C LL 30 .0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND I\ DEVIATION FROM THIS DESIGN OR THESE$PEC if ICAT10NS, OR ANY BRACING. BEE HIB-91 BY TPI. SEE THIS oeslcN TC OL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH WITS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS APE MADE OF 200A QALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF O RWG ALTS 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 CHOnO M BC LL 0 .0 P SF L,JS CONNECTORS PER DRAWINGS 130. 150 L ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED ntG10 CEILING -- SEE - STATE DF - T 0 T L D. 47 .0 P SF 0/A LEN. 2 1-0-0 P CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C 0 R10 P; SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q � DUR.FAC. 1 . 33 ONLY. IR IN OY. AND SHALL NOT BE RELIED ON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ';�. INEEa`'�� ` - _ ...__._..._ __ . . ....._... . . .. K .�. ...M. .K..r.. SPACING 24 .0" TYPE spec 1b: (4-3592) T17 '4" HIPS DROP GABLE 4'S8 SR THIS OWG. _PREPAREO FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. iOT 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 ,LL PLATES ARE 1.5X3 EXCEPT AS NOTED. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. -------------------(+)_Gravity (-)-Uplift FUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------- MMx UPLIFT xxx i MMM HANGER MMM H5 . -4550(Jacks Only) I HUS26 - + 27510 -1286000d !ply) MTS12 - -10000 I HUS26 - + 33150 -15500(16d iply) MTS12 - -20000(2 Each I HHUS48 - + 42990 -16600(f0d 2ply) MTT28B - -37860(2 EaCh (SOd)I HHUS48 - + 51800 -20000 (f6d 2ply) MTT288 - -44550(2 Each) (16d)I HGUS48 - + 66400 -21990(10d 2ply) MST60 - -46880(Per 2ply) HGUS48 - + 80000 -26500( 6d 2ply) I CS150 -16500(Each) HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 m �_425-4" 4X5 (R) 5X4 4X (R) N 2'0'4 3X4 (01) 3X4 (82) —V4 6.B�B. 32X3"8 _I R=94 plf W=32'3"8 TA? T6 SED: 79198 :)LTYP.-ALPINE DESIGN CRIT=TPI OTY i TOTAL i REV. 17.2m SCALE -0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF _ X IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS• OR ANY BRACING. SEE MID-21 BY TPI. SEE THIS DESIGN �A1"us' TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF POCA QALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - _ BC DL 10 .0 PSF DRWG Aps GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - $606 O O PSF L�1S TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOnO M BC LL CONNECTORS PER DRAWINGS 130. 150 0 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T O T.L D. 47 .0 PSF 0/A LEN. 32-3-8 CONFORM W/APPLICABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE V/1/911 FOR PROPER 0 Al0 P ` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q �� JOUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CCINTRACIOR. INEERy,��` _.. ._. SPACING 24.0" TYPE gab 1 Db: 4- T T '4" HIPS 6'SB SR - THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB�: 660 530 WEBS 2x4 SP #3 BRG.LOC (FTI: . 0.00 32.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RECOMMENDED CAMBER 1/4' AT MIOSPAN BETWEEN BEARINGS. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -----------(+)_Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------- xxx UPLIFT xxx I xxx HANGER *x* H5 - -455#(Jacks Only) I HUS26 - + 27511 -12861(1Od 1ply) MTS12 - -10001 HUS26 - + 3315# -1550/(16d 1ply) MTS12 - -20001(2 Each) HHUS48 - + 4299# -16601(1Od 2ply) MTT28B - -37861(2 Each) (10d)II HHUS48 - + 5180# -20000(16d 2ply) MTT28B - -44551(2 Each) (16d)I HGUS48 - + 66401 -2199#(lOd 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80001 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------- ------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS (-►-6' + 21X4" _L 4 11"8 T5X4 3X43X5- X4 5X4 3'4.3 6 4X5 3X5 (A i) 10 7� e' 13 X5 3X4 4 9X5 3X4X 3X3 �--^' 32'3"8 -� Ra1691# W=3"8 R=1498# W=3"8 TAGT9 SED: 79209 PLT. TYP -ALP NE DESIGN CRIT-TPI OTY - i TOTAL - 1 REV. 17.2m SCALE =0. 1875 ALPINE ENGIMEEREO PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF nn� X I MP OR T AN T W X SHALL MOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND ' , /�7 ^ '\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �Y�ti`je�N,� TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE - ` v ALPINE CONNECTORS AHE MADE OF 20GA DALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - _ BC DL 10 .0 PSF O R WG AMB GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - I TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOnO * BC LL 0 •0 P S F L J S CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIo CEILING -- SEE STATE of _ TOT.LD. 47 .O PSF O�A LEN. 32-3-8 CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/90 FOR PROPER C 0 R10' P ` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q' DUR.FAC. 1 . 33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. GINEEVks n--?Pt - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ����r��i.,'%" SPACING 24.0 ' T Y P E h i p S )b: (4-3592) LOT / T19 33'4" HIPS SR THIS OWG. PREPARED FROM COMPUTERJNPUT (LOADS 6 MENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 01 Dense : T2 2x4 SP 02 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 02 N UPLIFT (LB): 660 530 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 32.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS M-Gravity (-)-Uplift --------------------------------------------------------------- *M* UPLIFT Rx■ ( M*M HANGER MMM H5 - -455#(Jacks Only) I HUS26 - + 2751! -1286#(100 1ply) MTS12 - -10000 1 HUS26 - + 33150 -15500 (16d 1ply) MTS12 - -20000(2 Each) HHUS48 - + 42991 -16600(10d 2ply) MTT28B - -3786#(2 Each) (10d) HHUS48 - + 51800 -20000(16d 2ply) MTT28B - -4455#(2 EachH 16d) HGUS48 - + 66400 -2199#(100 2ply) MST60 - -4688# Per 2ply) 1 HGUS48 - + 80000 -2650#(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39451(160 3ply) - ------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �---8' 17-4- T 7'4"T 5X43X4 T3X4 X4 m v 6p 4X5 1� 3X5 (AS) _L =3 X X tO 7 3X4 3X3 �--`� 32'3"8 R=1691# W=3"8 R=1498# W=3"8 TAG Tggi SED: 79215 PLT, TY .-ALPINE DESIGN CRIT=TPI OTY i TOTAL - i REV. 17.2m SCALE -0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF t *IMPORTANT)f*SHALL NGT BE RESPONSIBLE FGR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 EY TPI. SEE THIS DESIGN �L1us � ',� TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD TIE TRUSS IN CONFORMANCE WITH OSTEO BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE -ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TDP - BC OL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD * BC LL 0 .0 PSF L J S CONNECTORS PER ORAMINGS 130, 150 C 160A-F, DESIGN STANDARDS KITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T 0 T.L D. 47 .0 PSF D A LEN. 32-3- CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 R1�P ? - SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F e DUR.FAC. 1 . 33 IN ONLY, ANO SMALL NOT 8E REL 1E0 UPON }N ANY OTHER NAY. DESIGN TO THE TRUSS ERECIION CONTRACTOR. INEtr;��� 4--TP1 - TRIIAA PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR*000 CONSTRUCTION �'��11.1�I" SPACING 24.0� TYPE hips b: (4-3592) T T '4" HIPS IO'SB SR THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED 8Y TRUSS MFR. OP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. OT CHORD 2x4 SP 02 N UPLIFT (LB): 660 530 WEBS 2x4 SP 03 BRG.LOC (FT): 0,00 32.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A) 1X4 '1' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)=Gravity (-)=Uplift --------------------------------------------------------------- RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. xxx UPLIFT NNx I NNN HANGER NNN UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 455/(Jacks Only) I HUS26 - + 27510 -12860 (10d 1ply) MTS12 - -10001 II HUS26 + 33150 -1550/(16d 1ply) MTS12 - -20001(2 Each) I HHUS48 = + 42991 -1660/ (10d 2ply) MTT288 - -37861(2 Each) (10d)I HHUS48 = + 51801 -20001 16d 2ply) MTT288 - -44551(2 Each) (16d)I HGUS48 = + 66401 -2199: 00d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 = + 8000# -2650# (16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113351 -3945/ (160 3ply) - -------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- i 0' 13'4" •T• B' 11"8 -{ 5X6 1.5X3 5X6 in 1.5X3 4X4 'In x2 =3 X5 IAS) 10 �8, 3X4 3X5X4 4 3X7 X5 �--N 32'3"8 R=i691# W=3"8 R=1498# W=3"8 Ay T30 SEO: 79220 FLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - 1 REV. 17.2m SCALE =0. 1875 ALPINE ENOINEEfEO PRODUCTS. INC. tPUSSES REQUIRE EXTREME CAPE 12/02/94 TC LL 30 .0 PSF REF t *IMPORTANT**gf,ALLTBESPONILEFOR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM?HIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE tNiS DESIGN �t'US .� TC DL 7 .0 PSF 0ATE 12/02/94 FAILURE TO BUILD 111E TRUSS IN CONFORMANCE NITM 09180 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPjME CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, 10P - BC OL 10 .0 PSF OR WG A448 GA 0 EXCEPt AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY OAACEO WITH PROPER - 5506 - tAUSS AND UNLESS OTHERWISE LOCATED ON T141S DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130. ISO C 1SOA-F. DESIGN STANOARDS WITH PROPERLY ATTACHED RIGIO CEILING -- SEE STATE of _ T 0 T.L D. 4 7 .0 PSF 0/Q LEN. 3 2-3-8 CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C0 ql�P P - SEAL ON THIS CRANING APPLIES t0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q \ OUR.F AC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE��� •--TPI - TRUSS PLATE INSTITUTE. NOS • 1991 NATIONAL DESIGN SPECIFICATION FOR W000 CONSTRUCTION ���HI'll I�' SPACING 2 4 .0 ' T Y P E h 1 P S Jot):-(4-3592) LOT / T '4" HIPS ' SB SR THIS OW ' PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (LB): 650 520 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 32.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER, ATTACH WITH --------------------+------------------------------------------ 8d NAILS 6 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. ( )-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. Mxx UPLIFT MxM ( xxx HANGER MMM MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4551(Jacks Only) HUS26 - + 27511 -1286#(10d 1ply) MTS12 - -10001 HUS26 - + 33150 -15500(164 iply) MTS12 - -20001(2 Each I HHUS48 - + 42990 -16600(10d 2ply) MTT28B - -37861(2 Each) (10d)I HHUS48 - + 51801 -20000(160 2ply) MTT28B - -44551(2 Each) (164)1 HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#06d 3pIy) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5X43X4 5X4 T m 1.5X34X4 6 v X2 3X5(A i) ��8, �3 X X X 4X5 �--N 32'3"8 _1 R=1691# W=3"8 R=1498# W=3"8 PLT = pp SED: 79224 . TY .-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL = 1 REV. 17,2m SCALE =0, 1875 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIPE EXTREME CARE 12/02/94 T C LL 30 .0 PSF R E F *IMPORTANT M*SMALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN .� S �i� TC DL /7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBa BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF POGA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 •0 PSF DRWG O ARAB OR B EXCEPT AS NOTED. APPLY CONNECTORS TD EACH FACE OF CHORD SMALL BE LATERALLY BnACED WITH PROPER - , .5606 - TRUSS AUNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC L L 0 0 PSF L O S IA CONNECTORS PER ORAWINGS 130, 150 C 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T 0 T.L D. 47 .0 PSF O/A LEN. 32-3-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE V/1/911 FOR PROPER (Ont P Y ` SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' �. e DUR.FAC, 1 . 33 IN ONLY, AND SHALL NOT BE RELIED UPON I"ANY OTHER MAY. DESIGN TO THE rPo/55 EnetnoN Do"TUT:TOR• INE EAS .N . Y O. ER WAY. �e.rnu SIGN T THE T USS EREC mN CONTRrCT SPACING 24.0 TYPE h i pS 10 (4-3592) T T '4" HIPS 14' R THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, BOT CHORD 2x4 SP #1 N :B2 2x4 SP #1 Dense: UPLIFT (LB): 650 520 WEBS 2x4 SP 03 BRG.LDC (FT): 0.00 32,00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD, (1991 SBC1 WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING --------------------------------------------------------------- ONLY. DO NOT USE WITH PLASTER CEILING. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (A) 1X4 'T' BRACE. SAME GRADE AS NEB MEMBER. ATTACH KITH -------------------(+)_Gravity-(-1=Uplift-------------------------------- Bd NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY xxx UPLIFT xxx I xxx HANGER NNN ERECTION CONTRACTOR. H5 = -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1plyt MTS12 - -1000# 1 HUS26 - + 3315E -1550#(16d 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTS12 - -2000#12 Each I HHUS48 - + 42990 -1660#00d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT28B - -3786# 2 Each (10d)1 HHUS48 - + 51800 -2000#06d 2ply) MTT288 - -4455#(2 Each (1601 HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#((Per 2ply) I HGUS48 - + 80000 -2650#(16d 2ply) CS150 -16500 Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 14 ' --}--5-4" ----}o 12' 11"8 5X6 5.4 m 1.5X3 (A) 4X4 Q 6 p n (A) X2 3X5 (A i) 10 �3 X X y�e. 5 3X7 4X5 �--"' 32'3"S -I R=1691# W=3"8 R=1498# W=3"8 TAY. T28 SED: 79228 PL1. TY .-ALPINE-ALP N DESIGN CRIT=TPI OTY i TOTAL - 1 REV. 17.2m SCALE -0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIPE EXTREME CARE 12/02/94 T C LL 30 .0 PSF R E F t *IMPORTANT)(*SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANT BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN � � TC DL 7 .0 PSF DATE 12/02/94 FAILURE 10 BUILD THE TRUSS iN CONFORMANCE WITH MOB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT DRACING RE ` vusALPINE CONNECTORS ARE MADE OF 20GA SALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INOICAtEO, TOP - - BC DL 10 .0 PSF DR WG - AU6 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED 911H PROPER . 5606 0 0 p S F L J S TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x BC LL CONNECTORS PER DRAWINGS 130, ISO C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE of _ T 0 T.L D. 47 .0 PSF D Q LEN. 3 2 3-8 CONFORM M/APPLICABLE PROVISIONS OF N09 C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PPOPER EO RI P 7' 1 33 SEAL ON THIS IS IXiAN[NG APPLIES IES TO T1#COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q DUR.FAC. IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY, DESIGN TO THE TRUSS ERECTION CONTPACTOR. INEEA`' 1 .. mow. -.ti re n.1= ♦ueef♦1.+e Nn¢ . 1001 HATtnN Al nFCtON GPFf.TFICATION FOR Noon CONSTRUCTION '11111111111`` SPACING 24.0 ' TYPE I1 1 p S ' 4- T23 24*7*8HIPS V T 16'SB SR16'S THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTEO BY TRUSS MFR. TOP CHORD 2x4 SP !2 N : T4 2x4 SP !1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 02 N UPLIFT (LB): 520 420 WEBS 2x4 SP !3 BRG.LOC (FT): 0.00 24.33 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) iX4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. M-Gravity (-)-Uplift --------------------------------------------------------------- 4 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. *** UPLIFT *** I *** HANGER **x RUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455!(Jack1 Only) HUS26 + 2751! -1286!(!Od 1ply) MTS12 - -1000! HUS26 - + 3315! -1550!(f6d 1ply) MTS12 - -2000!(2 Each HHUS48 - + 4299! -1660!(1Od 2ply) MTT288 - -3786!(2 Each (lOd) HHUS48 - + 5180! -2000#( 6d 2ply) MTT28B - -4455!(2 Each) (16d)I HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688l(Per 2ply) HGUS48 - + 80000 -2650!(16d 2ply) CS150 -1650#(Each) I HGUS5.5- +113350 -39450116d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- — 16' -�----7'3"8 -� 4X5 (R) 4 (R) T4 m 3X4 3X4 3X4 T m (A) 4X4 6 p m. m 9 3X 3X4 45X 1. 3 -L-4-8 a 3.6 5X6 1--2' +-3-7"B 21 ' _I 24'7"8 R=1332# W=3"8 R=1136# W=3"8 TAY T227 SED: 79243 ?LT. TY .-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL = 1 REV, 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCT , INC. TRUSSES PEOUIPE EXTREME CARE 12/02/94 T C LL 30 .0 PSF R E F t *IMPORTANTXX SHALL NOT BE RESPONSIBLE FOR ANY A RN I NG IN NANOLINO. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNVS ��� TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 11ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM GUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP _ BC DL 10 .0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED MI1M PROPER - 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSMON LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD * BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130. 190 O 16OA-F. DESIGN STANDARDS WITH PROPERLY ATIAC11E0 mom CEILING -- SEE STATE OF T 0 T.L D. 47 .0 PS F Q/A LEN. 2 4-7-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER C 0 giOF P 11 SEAL ON THIS DRAWING APPLIES TO tHE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q � ouR.FAC. 1 . 33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DES ION TO THE IRUS1 ERECtION CONTRACTOR. INE Ea`'�.` ` _ ... __ __. ....._.... __._., .. ... .,. _ -..-.._., SPACING 24.0' TYPE Spec ' (4-3592) T T24 24'7"8 M V T SR -- THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6DIMENSIONS) SUBMITTED BY TRUSS MFR. IOP CHORD 2x4 SP 01 N : T2 2x4 SP 02 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. T3 2x4 SP 01 Dense: UPLIFT (LB): 520 420 30T CHORD 2x4 SP 02 N BRG.LOC (FT): 0.00 24.33 WEBS 2x4 SP 03 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED --------------------------------------------------------------- 4 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS RUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- MMM UPLIFT MNM I MMM HANGER MMM H5 - -4550(Jacks Only) I HUS26 - + 2751# -12860(10d 1ply) MTS12 - -10000 1 HUS26 - + 3315# -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(1Gd 2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 - + 51800 -2000#( 6d 2ply) MTT28B - -4455#(2 Each) (16d)) HGUS48 - + 66400 -21990(fOd 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500( 6d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(f 6d 3ply) --------- ------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 16'8" •�- 7' 11"B -� 4X4 3X4 T3 m 3X4 co 3X4 T m 4X4 r` 00 6 � m 9 3X6 (A i) X 3 � a 3.s 5X7 V qp L 2' 3.7"8 21 ' _l (� 24 '7"8 _I R=1332# W=3"8 R=1135# W=3"B PLG - T34 SED: 79347 T.TYP.-ALPINE DESIGN CRIT-TPI OTY 5 TOTAL - 5 REV. 17.2m SCALE =0.2500 AIPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIPE EXTREME CARE 12/02/94 T C LL 30 .0 PSF R E F *IMPORTANT**SHALL NGT BE RESPONSIBLE FDR ANr WARNING IN HANDLING. ERECTION AND 1\ [M:YIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 By TPR. SEE iNl4 DESIGN g TC DL 7 .0 PSF DATE 12/02/94 ^ \\UVVI►\U FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OWN BY 7PL FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONVECTORS APE MADE OF 20GA OALV. STEEL MEETING ASIM GUIRENENtS. UNLESS OTNEPMISE INDICATED, TOP - BC DL 1O 0 PSF 0RWG AAA6 OR B EXCEPT AS NOTED. APPLY CONVECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - O .O PSF LJS TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM 0,0noBC LLCONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T0T.LD. 47 .O PSF 0/A LEN. 24-7-8 CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/311 FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISDUR.FAC. 1 . 33 IN ONLY. AID SHALL NOT BE RELIED UPON IN ANY OTHER MAT. DESIGN TO THE TRUSS ERECTION CONTRACTOR.A--tpt - TRUSS PLATE INSTITUTE. NOS - 1391 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION '����....��,\ SPACING 24 .0 TYPE spec Jot): (4-3592) T T MN V T SR THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 N :T2 2x4 SP 02 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. : T3 2x4 SP 01 Dense: UPLIFT (LB): 610 480 BOT CHORD 2x4 SP 02 N :81 2x4 SP 01 N: BRG.LOC (FT): 0.00 29.42 WEBS 2x4 SP #3 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. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REGUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift *** UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 27510 -12861 (10d 1ply) MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1ply) MTS12 - -2000#(2 Each) HHUS48 + 42990 -16600(fOd 2ply) MTT288 - -3786#(2 N Ch (10d) HHUS48 - + 51800 -2000:(16d 2ply) MTT288 - -4455#(2 Each) (16d)1 HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688# Per 2ply) I HGUS48 + 8000# -26500(16d 2ply) CS150 - -1650# Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- 16.8K 13'0 8 --{ 4X4 3X4 X4 p 3X4 T3 COm 4X4 4X4 6 1 3X8 (A 1) 1, 3X4 3X4 4X5 3 �9 3 —I— 3 X 7e. d 3.6X6 �N 3'7"8 26' 1" _I 29'8"8 `1 R=1570# W=3"8 R=1376# W=3"B TAY. T22 SED: 79337 PL7. TVP.-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - 1 REV. 17.2m SCALE -0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAPE 12/02/94 T C LL 30 .0 PSF R E F x IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HtS-91 BY TPI. SEE THIS DESIGN ��� USS" TC OL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ v - O\\\\\\/� ALPINE CONNECTORS ARE MADE OF 20GA QALY. STEEL MEETING ASTM OUIREMENIS. UNLESS OTHERWISE INDICATED. TOP _ BC DL 10 .0 PSF ORWG A446 GR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LAtEPALLY BRACED WITH PROPER 5605 tRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 9 BC LL w 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130. 150 C I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF T D T.L D. 4 7 .0 PSF O/A LEN. 29-8-8 CONFORM W/APPLICASLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 11/1/91) FOR PROPER (OR101` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q � DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�' �' ....... ....... _.__..._..._..___..__. _..___..__._.. SPACING 24.0" TYPE spec 0: (4-35921 T 7' H P JACKS THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, OP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. OT CHORD 2x4 SP #2 N UPLIFT (LB): 340 880 810 WEBS 2x4 SP #3 BRG.LOC (FT),. 0.00 9.90 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 3 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BUILDING (1991 SBC) REACTIONOF 323.69. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS HIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (+)_Gravity (-)-Uplift ..TRACK. CORNER JACKS HAVE NO WEBS. ------------------- --------------------------------- *** UPLIFT *** *%;,HANGER **W RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -455#(Jacks Only) HUS26 - + 2751# -1286#(10d 1ply) UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# i HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) CONTRACTORS WARNING: MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) HIS TRUSS IS DESIGN EAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B -4455#(2 Eat h) (i6d)i H SAA��gg,, + 64D# 2199#(10d 2plyl I SPECIFIC LOCATIO gp¢ICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) I HM #+ �00U#8-2650#(i6d 2p Y) NSTALLATION TO ENS I(7 THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650#(Each) ( HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- �• 12'8"12 FT/HANGER DETAILS 411 6"8 1 .5X3 m 0 4.24 v . m T 2X4 (A 1) 4"3 8' ---2'9"15 9' 10"13 -I f- 4 '215 5'7" 14 R=559# W=3"B - 123# R=324# W=3"B AGg = T13 SED: 79296 LT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF t **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNINGIN HANDLING. ERECTION AND �fDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ����US , TC DL / .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20CA GALY. STEEL MEETING ASTM WiREMENTS. UNLESS OT EnWISE INDICATED. TVP - _ BC DL 10 .0 PSF DRWG - - 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 * BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS M. 150 C 1SOA-F• DESIGN STANDARDS WITH PROPERLY ATTACHED n1G1D CEILING -- SEE SLATE OF _ T O T.L D. 47 .0 PSF D/A LEN. 9 1 0 1 3 CONFORM M/APPLICABLE PROVISIONS OF IAS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 Fan PnOPER C onto', Y` SEAL THIS DRAWING APPLIES TO TIE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUnNISH A COPY OF THISQ': FDUR.FAC. 1 .33 IN ONLY, AIA SHALL IAT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE TRUSS ERECIIDN CONTnACTOn. INE Ear' ■--TPI • TRUSS PLATE INSTITUTE. NDS• 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION ��/THTIT�I���`` SPACING S E E ABOVE T Y P E jack Job, 4- 5 T / J_5'__C0RNEF4 JACKS THIS DWG. PREPARED FROM COMPUTEA INPUT tLOADS 6 DIMENSIONS SU MITTEO BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 230 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 133.72. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. -------------------(+)_Gravity (-)-Uplift--------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WNW UPLIFT xx* x** HANGER **x H5 = -455#(Jacks Only) HUS26 - + 2751# -1286#(10d 1piy) CONTRACTORS WARNING' MTS12 - -1000# HUS26 + 3315# -15500(16d Sply) THIS TRUSS IS DESIGNED TO BEAR ANO/DR SUPPORT ADDITIONAL LOADS MTS12 - -2000#((2 Each I HHUS48 - + 4299# -16600((10d 2ply) j AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -3786#l2 Each) (104)1 HHUS48 - + 51800 -2000#(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) HGUS48 = + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUSS 5_-+11335#-_3945#(164 3ply) ----------------------------- ---------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=134# W=1"8 10'6"4 m X 0 6 p fV Y 2x4 (Ai) 4"3 B' (�2. �� — 5' J 1 R=4451 W=3"8 R=44# W=i"8 TAG T8 SEG: 79301 PLT. TY .-ALPINE DESIGN CRIT-TPI OTY - 4 TOTAL - 4 REV. 17.2m SCALE =0.5000 ALPINE ENG IMEEAEO PRODUCTS. INC. ipUSSES REQUIRE ExtREME CARE 12/02/94 T C LL 30 . 0 PSF REF (�? )(IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. QR ANY SRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNUS TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD INE FAUSS IN CONFORMANCE WITH OStBB BY tPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ B C DL 10 .0 P S F D RWG A446 GA 6 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD S"EAtHING, BOTTOM CHORD W BC LL 0 •0 PSF L•J S CONNECTORS PEA DRAWINGS 130. 190 t 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED AIGID CEILING -- SEE STATE OF _ T 0 T.L D. 47 .0 PSF 0/A LEN. 5-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOA PROPER 0 AID� Ir SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. ?' DUR.FAC. 1 . 33 IN ONLY. AND SMALL NOT BE AELIEO UPON IN ANY OTHER WAY, DESIGN t0 THE TRUSS ERECTION CONTRACTOR. %� INEEF6'1 ` SPACING 24.0" T Y P E e J a C k ­101 - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION �N�N 1���� . ob' 4- T CORNER JACKS THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 220 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 37.25. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS -------------------(+)_Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. --------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MxM UPLIFT Xxx I MWR HANGER MMx H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286000d 1ply) CONTRACTORS WARNING: MTS12 - -10000 1 HUS26 - + 3315# -15500(164 1ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#((2 Each) HHUS48 - + 4299# -1660#00d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -4455#(2 Each) (16d)1 HGUS48 - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) C5150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 �9 s"4 m 0 6 T 2 X 4 (A 1) 4'3 �B. R=384# W=3"8 R=14# W=1"8 TAG T12 SED: 79304 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 6 TOTAL - 6 REV, 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXtREME CARE 12/02/94 TC LL 30 .0 PSF REF M IMPORTANT**SHALL NDN SE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN .fittuck 1161, TC OL 7 .0 PSF DATE 12/02/94 n \\U�Vt►v\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V ALPINE CONNECTORS APE MADE OF ?ODA GALY• STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - E3C OL 10 .0 PSF DR WG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130. 150 C 15OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OFT O T.L D. 4 7 .O PSF 0/A LEN. 3-0-O CONFORM W/APPLICABLE PROVISIONS OF NDS O TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/t/911 FOR PROPER E O RTO P p SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q•� DUR.FAC. 1 . 33 IN ONLY, AND SHALL NOT BE RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, INE t�'-,�`` - - __ ...................r...,., SPACING 24.0' TYPE e jack Jot): (4-3592) T CORNER JACKS THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N xxWARNINGxx AN UPLIFT REACTION OF -2281 OCCURED ON A BOT CHORD 2x4 SP 12 N NON-WINO 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 (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift CONTRACTORS WARNING: --------------------------------------------------------------- THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS xxx UPLIFT xxx 1 xxx HANGER xxx AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING H5 - -4551(JBCks Only) I HUS26 - + 27511 -12B61(10d iply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTS12 - -10001 1 HUS26 - + 33150 -15501 (16d iply) MTS12 - -20001(2 Each) I HHUS48 - + 42991 -16601(10d 2ply) MTT288 - -37861(2 Each) (10d)I HHUS48 - + 51801 -2000/(16d 2ply) MTT288 - -44551(2 Each) (1601 HGUS48 - + 66401 -2199/0 0d 2ply) MST60 - -46881(Per 2ply) i HGUS48 - + 80001 -265001160 2ply) CS150 - -1650/(Each) ( HGUS5.5- +113351 -39451 16d 3p Y) - -------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p' B'6"4 T 2X4 (Ail 10 3 4.3 B. �--2 -+I• 1 , R=5051 W=3"8 R--2281 -00#"8-i"8 TAY T41 SED: 79308 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 6 TOTAL 6 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF REF **I MP OR T A N T X*SHALL Not BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND ,At 1TC DL 7 .0 PSF DATE 12/02/94 0EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY IPI. SEE THIS DESIGN ��11j� FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI, FOR ADDITIONAL SPECIAL PERMANENT GRACING RE �L15 E 01 1 ALPINE CONNECTORS ARE MACE OF 20GA GALV. STEEL MEETING AStM WIREMENTS. UNLESS OtHERWISE tNOICAtEO. TOP - - BC OL 10 O PSF DRWG AAAB GR B EXCEPT AS NOtEO. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY 8RACEO WITH PROPER . 5606 0 0 PSF L J S TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W - BC LL CONNECTORS PER DRAWINGS 130. 150 C 1SOA-F. DESIGN STANIOAROS WITH PROPERLY ATTACHED RtG10 CEILING -- SEE - STATE of _ TOT.LD. 47 •0 PSF O/A LEN. 1-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE V/1/911 FOR PROPER CO RIO t' P - SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ,,ALL APPLICATION. FURNISH A COPY OF !His F �c,Q'� OUR.FAC. 1 .3 3 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 70 iNE TRUSS ERECTION CONTRACTOR. INEE1^'�� X--t 01 - TRUSS PLATE INSTITUIt. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRUCTION NDN NNNII.N�`` SPACING 2 A.0 � T Y P E e j a C k b' (4-3592) LOT / J 7' End Jack THIS OWG. PREPARE FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 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) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 212.01. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Up 1 i f t A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *** I *** HANGER **M H5 - -455#(Jacks Only) HUS26 - + 2751# -12860(fOd 1ply) CONTRACTORS WARNING: MTS12 - -10000 HUS26 - + 33150 -1550# (16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Each HHUS48 - + 4299# -1660# (1Od 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -3786#(2 Each) (100) HHUS48 - + 51800 -2000#116d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -44550(2 Each) (16d)I HGUS48 - + 6640# -21990(1Od 200 MST60 - -4688#(Per 2ply) HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) HGUS5.5- +113350 -3945#(160 3piy) --------------------------------------------------------------- RF6EFV5$HOLMj!j6UMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS _,411'6"4 m 0 6 m T 2X4 (A 1) 4t_"3 8' _ R=526# W=3"8 R=73# W=1"8 SED: 79299 PL TYP.-ALPINE DESIGN CRIT-TPI QTY 5 TOTAL 5 REV, 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIPE EXTREME CAPE 12/02/94 T C LL 30 .0 PSF REF (�(2 *IMPORT ANT**SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 Br TPI. SEE THIS DESIGN f��,� TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` �US O� ALPINE CONNECTORS ARE MADE OF 200A GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF O R WG O A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - 0 0 PSF L J S TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W SC LL CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANOARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T O T.L D. 47 .0 PSF 0/A LEN. 7-O-O CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER (0 R1�P p'` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q'� DUR.FAC. 1 . 33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEV, SPACING 2 4.O TYPE e j a C k ■--TP1 - TRUSS PLATE INSTITUTE. NOS" 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION .�� I......` JO 4- T 4'8" HIP JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N x11WARNINGNN AN UPLIFT REACTION OF -2940 OCCUREO ON A BOT CHORD 2x4 SP 02 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 03 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 300 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 6.60 6.60 REACTION OF 602.18. TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 04-08-00 ENCLOSED BUILDING (1991 SBC) SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- MMN UPLIFT MNM I MRN HANGER x1111 CONTRACTORS WARNING: H54550(JackS Only) HUS26 - + 27510 --12860 (10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 -10000 HUS26 - + 33150 -15500(16d 1ply) AT SPECIFIC LOCATIONS 4 ICULAR CARE IS ADVISED DURING MTS18j= eB## = 't® HHUS48 - + 4299# -16600(10d 2piy) INSTALLATION TO ENSUURRE THIS TRUSS IS ERECTED PROPERLY. MTT2B - -37860(2 aCh) (10d)I HHUS48 - + 5180# -2000# (16d 2piy) '^ MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -219900 0d 2piy) }} 9,5„2 MST60 - -4688#(P r 2ply) i HGUS48 - + 8000# -2650#(I6d 2piy) - - Ch) I HGUS5.5- +113350 -39450(16d 3ply) REFERENCE HOLMES UMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS —6'7"3 `^1 1.5X3 12'4"8 m A ' CO 4.24 v Cu _T 2X4 (A 1) 4.3 10' 1.5X3 --2'9"15 --{-- —6 7"3 �- 3'9"4 ----� 2 9 15 --{ R=449# W=4" 15 - 128# R=602# W=3"8 TAG T221 SE O: 79311 PLT TY DESIGN CRIT-TPI QTY - i TOTAL i REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. IPUSSES PEOUIPE EXTREME CARE 12/02/94 T C LL 30 .0 PSF R E F X I MPOR T A N T M*SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE HIS-9j BY TPI. SEE THIS DESIGN T�' j e';, ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` �V$ TC DL 7 . 0 PSF DATE 12/02/94 ALPINE CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF D RWG AAIB GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER z5606 I TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M 6C LL ,t 0 •0 PSF L J S CONNECTORS PER DRAWINGS 130, 150 L 1BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF T O T.L O. 4 7 .O PSF 0/Q L E N. 6-7-3 CONFORM M/APPLICABLE PROVISIONS OF NDS [ TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER (O RIO P p � j SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TNI$ Q OUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE t^��� SPACING S E E A B O V E T Y p E jack ■--TPI - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ''��,�.� m 0 4- T J 4'8" End Jack THIS OWG, PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 310 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 4.67 4.67 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 119.56. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MxW UPLIFT NMM 1 WWW HANGER MMW H5 - -455#(Jacks Only) 1 HUS26 - + 2751# -1286#(10d Iply) CONTRACTORS WARNING: MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d iply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -3786#(2 Each) (10d)1 HHUS48 - + 5180# -2000#(i6d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 = + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=120# W=1"8 12'4"4 m X m 6 v cv 2X4 (AS) 4 3 10' �---- 2, 4-B" -� R=433# W=3"8 R=39# W-1"8 PLGG a SED: 79314 7. TY .-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL= 1 REV. 17.2m SCALE =0.5000 ALPINE ENGINEEREO PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 0 PSF REF *IMPORTANT**SMALL Not BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND — ,� (\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HIB-91 BY TPI. SEE THIS DESIGN _e� N � TC OL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS APE MADE OF 20GA MY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TDP - 8C DL 10 •0 PSF DRWG1AAA6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - O O PSF LJS TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYNOOD SHEATHING, BOTTOM CHORD 8 C L L CONNECTORS PER ORAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T 0 T.L D. 4 7 .0 PSF D/Q L E N. 4-8-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE IT/1/90 FOR PSEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � ouR.FAc. 1 . 33 IN ONNLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.■--TPI - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIONPi���,�PP`` SPACING 2 4 .8 ' TYPE e j a c k CITY OF ATLANTIC BEACH ^! f . DEPARTMENT OF BUILDING ( 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 2475826-FAX: 247-5877 PERMIT INFORMATION ^LOCATION INFORMATION V — Permit Number: 23019 Address: TH 1661 LINKSIDE COURT NOR Permit Type: SIDING ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: j Proposed Use: SINGLE FAMILY Lot(s):115 Block: Section: 0 Square Feet: Subdivision: SELVA LINKSIDE Est. Value: Parcel Number: Improv. Cost: - 12,000.00 QWNER INFORMATION Date Issued: 11/14/2001 Name: ANDREW FORD Total Fees: 105.00 Address: 1661 LINKSIDE COURT NORTH Amount Paid: 105.00 ATLANTIC BEACH, FLORIDA 32233 _ Date Paid: 11/13/20_01 Phone: (904)249-2202 Work Desc: VINYL SIDING ,� x h N ~- CONTRACTOR(S =G PPLICATiON FEES _�.._ -� 105.00 FIRST COAST RAINGUARD, INC rt 9 -; � h . fiWA f • 4 "' v � ars L � -: a 5 �•a } `� " _ 'a NEW,01 1 .2f ° r �' wE � ,2' n hh r. - NOTICE- NPETI 'I # T AT i. ST bt,l PR( TO INSICTION I BUILDING MATERIAL k7B;@ISFf I ttS OM': IS W.QR{€MU$T,N TBE ceb IN p�BLIC SPACE,AND j MUST BE CLEARED UFS !fit©HA111 AWAY BY EITHER C011kTE�ACTOR ORO ER, I -------- "FAILURE TO COMPLI THS TRITON LIE N REQ T IN THE PROPERTY OWNER PA E R31 v- ,. ISSUED ACCORDING TO APPROVE 1�}-1_ T T P IT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISO :.;. . i z ATLANTIC BEACH BUILDING DEPT. Date: 11/14/8181 Receipt: 8811887 --- --- CHECKS 28337 CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS OMOVINGa DEMOLITIONS Job Address:���lp � Lot # Block. or Unit # Subdivision: _ //tt /y�( _ Contractor: - � �� State License # C. Address: Phone No: 9A1 City State 7`V Zip Code 940� Describe work tto ,be�done: G e�IL�C Present use of building: � c Valuation of Proposed Construction: Proposed use: Is this an addition? 12 0 If yes, what are the dimensions of -the added space: ft. X ft. will the added area be heated and cooled? New electrical (or increase) ? New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT THREE (ComdERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF CoMbSNCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNS • Date: Signature CONT, C OR:�• - Date: �t—i3'JIt AS TO OWNER: �f Sworn to and subscribed before me this day of � ° 2004. 1 " SUZANNE M.SPEARMAN MY COMMISSION N CC 93903 O A B = EXPIRES;May 21,2004 AS TO CONTRACT E , BondedThruNotaryPublkUnderwriters J Sworn to and subscribed before me this •f' Iday of , 2004• 11ry N T AY COMMISSION#CC 939032 ° •, r PIRES:May 21,2004 ��.�� Bonded Thru Not.ry Pubik Underwriters Brook 10226 Pa g e 1,202 C 5 MIN. RETURN 01289387 PHDX- if, A NOTICE OF COMME 822 Filed & Recorded 11/14/2001 11:09:09 AM JIM FULLER STATE OF FLORIDA) CLERK CIRCUIT COURT COUNTY OF AU DUVAL COUNTY TRUST FUND $ 1.00 RECORDING $ 5.00 The UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property(and address if available): C 19 Z 2. General description of improvements: 3. Owner information: , f a. Name and address: b. Interest in property: ^fee simple or other( ). c. Name and address of fee simple title holder(if other than owner): 4. Contractor(name and address): First Coast Rainguard Inc 5151-5 Sunbeam Rd Jacksonville FL 32257 5. Surety: a. Name and address: none. b. Amount of bond: $ 6. Lender or person making a loan for the construction of the improvements(name and address): 7. Persons within the State of Florida designated by Owner upon whom Notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes(name and address): 8. In addition to himself, Owner designates the following person to receive a copy of the lienor's notice as provided in Section 713.31(1)(b) Florida Statutes. (Fill in at Owner's option).: 9. Expiration date of Notice of Commencement(the expiration date is 1 year from the date of recording unless a different date is specified): tOn SUZANNE M.SPEARMAN Sworn to it Y"EJtg .934— ay 8ondad TMu NoMrqy Publk UnMrwAa+w ----------- Notary f ubli �� F[.OMPLAIN DEVELOPMENT INFORMATION Type of Developments Flood Zonas Required Lowest Floor Elevation:_ If building is located within a flood hazard zone, a survey+ .oust be wade AFTER THE BLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATYOU In equal to or above the base flood elevation established :for that zone. No final inspection Will be Rade and no oertia[icate of ocompancy will be issued until the survey to on •fila, with the Building Department. COMMENTS s Applicant Acknovledgea ntt Z understand that the issuance of this permit is contlnigent upon the • above information being corroot and that the plans and supporting data have been or shall be provided as required, Y agree to comply vith all applicable provisions of Ordinance Ho. 23-7-11 and all other laws or ordinances affecting the proposed development. Date..... Applicant's Signature.......................... -------------------------------------------r-.--------- Department Use Required Levant Floor Elevation __ ............ An Built Levant Floor Elevation Survey Filed with Building Department ___________ --------------------------- - - BuildingDepartmentRepresentative page 3 9 '11974 e Y+-- I: PA1R7&ENT aF OU,TI CITY OF ATLANTIC$EOGIGH P � �+� 110,74' 1661 L114 S I DIC �LtltT fjbRT1�F "3 sa #mak�A »' - ; L OR1PT1014v coilit. Lot x � c jN"GLl ' 0 lube Rnq. t . Via l tie: 0,Ott Iv Cts : ,1.7 .00 Total flaunt Vat Appimn I,ON Irsts 1 "I T 7< Q Addy f- 'I",. "H ' $ , T DA +i + : M I A CCS 'ILANTI CRSrL-,optrj>A 32233 s F a .. f t „ AU,WINICAM R MM MUsil, P014R�0 PERdNIT lOtD SIX M©NTHS AFTER 6 OF 15s�lI� UILL?ING MATERIAL,RUBBISH AND t Rl C M.TMiS WORK MOST NOT$ 'LA D�1�PUBLIC SF E,ANC?MIST BE , CLEAFC?UP-A FILED A1NAX BY: ITF4ER CfJIVTRACTUR QR 6N40 . 11 *RUED ACCORDING TO AI�PRt2�/EC3,`f�LA r S WHICH ARE PART CSF THIS PEt�AAIT',�I�R�LI�I�,' FSE cV, CF.APPLICOPrLAW. CII k a1I H BUILCaINt3 ENT p 1 t X CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET L �NL< C � Geo Address—/ C �' s�� � Date S 2 3 Heated Square rootage _— ( per S -` Garage/Shed $ _pe S Car or Porc ,fit -Z I !a S e sa - @ s qDeck 5` / per Pato ±tpaL --- - 4 D TOTAL VALUAT I01'4 : r Tot uation lst Remaining Value 4j per thousand oY- portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee $ 2J� ( ) Fireplaces @ $15 . 00 BUILDING PERMIT FEE WATER IMPACT FEE $ __ SEWER IMPACT FEE $— — WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP RADON (HRS) . 0050 SECTION H PAVING i:YDRAULIC SHARES _ CROSS CONNECTION S; �_ _ ) SURCHARGE . 0050 S— �— OTHER GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical Piwr�bi is _ _ Electric/New E1eci ric/Temp ; SwimminaPoo — Septic Tank We i-__--_ _ ; Sign _-Finish Fl ooi Elevation Survey Other CALCULATIONS and/or NOTES : — — - 4 CITY OF ATLANTIC BEACHfd(fl � Zo n11 PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s) : AC)A'C'eu) Tr Address: W u f_� Phone: a' 9-c boa Lot # t1f Block or Unit # Subdivision:Sgl,o �►r1�,S�c�2. Contractor: V-QQ e?�EAVHOLAA State License G EG- l © Address: I 1 .-33 '-AUUTS M) LAL- QL t:E L Phone No: (�)44 - 7D 10 Describe work to be done: iVr_eEilV 9A_)GLz;6LtZ Present use of building: A)Zlk)E Valuation of Proposed Construction: 2184 Proposed use: ALDP l 1QU ~ SLVZ6-U EuC1._o51-J2E Is this an addition? \�a, If yes, what are the dimensions of the added space: to ft. X L1- ft . Will the added area be heated and cooled? /)DNew electrical (or increase)? New plumbing fixtures?. )O New fireplace?.&22_New Heat/AC? /U c> SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: 4- 29-91. Signature CONTRACTOR: Date: '5'- ;-9& ��JGO�- License Supplied: Q aN �,oPGE Liability Insurance: Worker's Compensation Insurance: 1 � MAP SHOWING BOUNDARY SURVEY OF LOT /15 BLOCK AS SHOWN ON MAP OF s54 vA zwlls/DE 611vlr z AS RECORDED IN PLAT BOOK _7 PAGES 86-85 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO.. FLA. FOR: CENTE)C A!W-K5 00RM441 Al NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PIAT. Nt>7E: ELE✓f!T/C)�t/S AA_ JXV/lN M/S: /1A/6) AND OF,'fq 7V N4170.4/4L QE40A7/1C YeV77CA4 0A&1,/ Or/929_ C E T/F/�E D 7D : ,SNORE trJ�il.-�O�'D-- -� - - -• —�— - -'- �'rX MOR'ra.46 e CO. SNC. $r,=w.4Rr rl rc.E o� t/AGW-40A/✓iGL:E, MErROROL/THAI T/r4r- .0GUA,t'ANTy �'� PARI Of SECT/O/V /7, 70)(IA45'1-1/P e S061T41, !?ANGE 29 EAST o.Z•T °W O O $1 caPRGr� N 0.5' z i 24.3 3 ' 2 W /2.¢'. /-STORY APARE Q b /5'EA Y�5 /V89�2G•fX�Lr n f/Ni 5//itnoq 0-4, 00 589*gr,,0 , o V TV-) � S.7' d O . y /7G.2/ P r. ac. 4G•G7 /�•�'. 4.0 0 s'8 9.'2G:4►4'%0- 50.04 �'j o ey A 1 0 /.;Y`$'"i� .<rs t G,r qca.��;.H r:.f:e SZ;:_f;o f,Y'"'•'' :,-#'t}..$ onto A "Of I Alky SAW s Whist? \ Sint, \ by: Lawrence E. Bennett, P.E. LAWRENCE E. BENNETT9 P.E. CIVIL ENGINEER & DEVELOPMENT CONSULTANT P. O. ROX 4368 SOUTH DAYTONA, FL 32121 - 1 (904) 767-4774 FAx # 1 (904) 767-6556 The engineering contained in the following pages has been prepared in accordance with the writ- ers interpretation of the 1994 STANDARD BUILDING CODE.Other codes that this manual com- plies with are the 1993 BOCA NATIONAL BUILDING CODE, and the Texas Department of Insurance Windstorm Resistance Guide 6-89. Structures sized with this manual are designed to withstand wind velocity loads, walk-on or live loads, and/or loads as listed in the appropriate span tables. Florida Statutes governing Professional Engineers responsibilities for signatures of documents permits certification of the entire document by the signing and sealing of the cover page with a table of contents and binding the document.This page is for the purpose of certification of the fol- lowing contents: TABLE OF • SECTION DESCRIPTION 1 INTRODUCTION 1 SCREENED ENCLOSURES 2 SCREENED ENCLOSURES: SCREEN / VINYL WALLS AND SOLID COVER 3 ATTACHED ALUMINUM COVERS 4 FREESTANDING ALUMINUM COVERS 5 GLASS ROOMS: SOLID WALLS AND COVERS 6 GUARD RAILS AND HAND RAILS 7 STRUCTURES WITH WOOD AND/OR ALUMINUM FRAMING & COMPONENTS 8 ROOF OVER SYSTEMS 9 MISCELLANEOUS 10 APPENDIX 11 ALUMINUM ASSOCIATION OF FLORIDA STANDARDS CERTIFIED:January 2, 1996 LAWRENCE E.BENNETT, P E. FI # 16644; Al # 19177;Ga # 09536 Ky # 17050; La # 25358;Tn # 23458 Tx # 76926 ALUMINUM STRUCTURES SIZING MANUAL by LAWRENCE E. BENNETT� P.E. CIVIL ENGINEER & DEVELOPMENT CONSULTANT P. O. BOX 4368 SOUTH DAYTONA, FL 32121 1 (904) 767-4774 FAx # 1 (904) 767-6556 1. ENGINEERING PRINCIPLES AND ASSUMPTIONS This manual was prepared to select the various structural component parts of Aluminum Speciality Structures.The manual is applicable to any building code that has the same wind load and/or dead load plus live load as the Standard Building Code 1994 edition. The following Is the designers Interpretation of said code. All values assume a mean roof height of 0-15'. WIND WIND LOAD IN #/SF 100 MPH 21 #/SF 110 MPH 25 #/SF 120 MPH 29 #/SF Unless local codes require a specific wind velocity load, this designer selects a wind load of 110 MPH for the coastal areas of North & Central Florida South to Lake Okeechobee and 25 miles Inland. For the Inland areas previously described, a 100 MPH wind load is selected. For the area from Lake Okeechobee South a wind velocity load of 120 MPH Is selected. All tables furnished are for extrusions most common to this area and available to contractors and suppliers. The aluminum alloy that all suppliers and contractors should specify when ordering Is shown In the applicable tables. If your area building department allows 95 MPH design then multiply the span of the 100 MPH wind load by 1.06 to obtain the 95 MPH span. Wind loads for screened surfaces are the same for all wind conditions. ii Z4 ;' b.F7 l0 3DES. Dc 1157- i I J I � . ,PL-AOL) "�2r.o15c -L2Pk.4L- �s. 1.S-_-__ 7-Ls' � I rJ V- c p �N N I � 0 � rxj 0 iu x K 14 14 X '2 y OSS T-k,A_ a I lr� lU�TA LED 4 � I SCREENED ENCLOSURES: SCREEN / VINYL AND SOLID COVER 2"x--_ BEAM SEE TABLE 4 OVERHANG VARIES + - 2•-0" MAX. -- "W" z FOR MAX. UPRIGHT LENGTH 1"x 2" 3-1/2" SLAB ON GRADE VARIES NO MAX. (ELEV. SLAB OR ON GRADE) OR RAISED FOOTING TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING • (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x2" PLATE TO BOTTOM OF WALL BEAM) W/2 W/2 i� ALUMINUM PANEL COVER 0.H. / w v % vv) 2"x- BEAM AND COLUMNS v MAX. COLUMNS, SPACING / z SEE TABLES X W N 1"x2"0.040" ---'W VARIES--- TYPICAL GLASS ROOM NOTES: 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH TAPCON 1/4"x2-1/4" LENGTH OR EQUAL MAX. OF 2'-0" O.C. ANCHOR TO WALL WITH 1-1/2" #10 SMS WITH WASHERS 2'-0" O.C. SPACING ANCHOR BEAM AND COLUMN KNEE BEAM WITH ANCHOR CLIPS AND #10 SCREWS AND WASHERS 2. MIN. SLAB THICKNESS FOR SLAB ON GRADE IS 3-1/2" CONCRETE 3. SELECT FRONT WALL BEAM FROM TABLE USING LARGER "A" VALUE OF W/2 OR W/2+O.H. 4. 'W IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM LAWRENCE E. BENNETT9 P.E. CIVIL ENGINEER 14 DEVELOPMENT CONSULTANT P.0.BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904)767-4774 FAX#1 (904)767-6556 O COPYRIGHT,tfl4fi NOT TO BE REPRODUCED IN WHOLE OR IN FART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT, P.E. 24 ATTACHED ALUMINUM COVERS MAXIMUM SPANS FOR INDUSTRY STANDARD ALUMINUM COMPOSITE ROOF PANELS W/3105-H14/H-25 ALUMINUM ALLOY SHEATHING & 1.0# EPS CORE WIND LOADS CARPORTS, SCREEN & VINYL ROOMS, AND OTHER OPEN BUILDINGS. O.H. CONDITION NO O. H. l' O. H. 2' 0. H. 3' 0. H. 3"x 0.026" 100 MPH W. L. 15'-4" 15'-6" 15'-10" 16'-6" 110 MPH W. L. 13'-9" 13'-11" 14'-4" 15'-0" 120 MPH W. L. 12'-6" 12'-8" 13'-2" 13'-11" 3"x 0.032" 100 MPH W. L. 16'-8" 16'-9" 17'-2" 17'-9" 110 MPH W. L. 14'-11" 15'-0" 15'-5" 16'-1" 120 MPH W. L. 13'-7" 13'-9" 14'-2" 14'-10" 4"x 0.026" 100 MPH W. L. 15'-8" 15'-10" 16'-2" 16'-10" 110 MPH W. L. 14'-0" 14'-2" 14'-7" 15'-3" 120 MPH W.L. 12'-10" 13'-0" 13'-5" 14'-2" 4"x 0.032" 100 MPH W.L. 18'-8" 18'-10" 19'-1" 19'-7" 110 MPH W. L. 16'-9" 16'-10" 17'-2" 17'-9" 120 MPH W. L. 15'-3" 15'-4" 15'-9" 16'-4" LIVE LOAD (INCLUDES 2 #/SF DEAD LOAD) ALL BUILDING TYPES 3"x 0.026" 22#/SF 13'-1" 13'-2" 13'-8" 14'-5" 32#/SF 10'-10" 11'-0" 11'-6" 12'-5" 3"x 0.032" 22#/SF 14'-2" 14'-4" 14'-9" 15'-5" 32#/SF 11'-9" 11'-11" 12'-5" 13'-2" 4"x 0.026" 22#/SF 13'-5" 13'-6" 14'-0" 14'-8" 32#/SF 11'-1" 11'-3" 11'-9" 12'-7" 4"x 0.032" 22#/SF 15'-11" 16'-0" 16'-5" 17'-0" 32#/SF 13'-2" 13'-4" 13'-9" 14'-6" 1.T0TAL ROOF PANEL WIDTH = ROOM WIDTH + WALL WIDTH + OVERHANG. 2.THE LESSER SPAN OF WIND LOAD OR LIVE LOAD SHALL GOVERN. LAWRENCE E. BENNETT9 P.E. CIVIL ENGINEER&DEVELOPMENT CONSULTANT P.O.BOX 4388 SOUTH DAYTONA, FL 32121 PHONE 1 (904)787-4774 FAx 4 1 (904)787-8558 O COPYRIGHT,1998 3 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT, P.E. 48 SCREENED ENCLOSURES: SCREEN / VINYL AND SOLID COVER MAX. ROOF BEAM SPANS FOR SCREEN & VINYL ROOMS AND GLASS ROOMS W/ SOLID ROOFS 6063 T 6 ALLOY EXAMPLE: FOR 2"x 3"x 0.050"; BEAM SPAN BETWEEN UPRIGHTS USE LOAD WIDTH TO ENTER TABLE LOAD WIDTH = LW = 1472 + 2' O.H. = 9' ENTER TABLE ON LEFT 0 9'& READ SPAN UNDER APPROPRIATE LOAD; THUS FOR 100 MPH WIND LOAD/ L.L. 0 18#/SF SPAN = 6'-3" BEAM SIZE BEAM SPAN FOR VARIOUS LOAD CONDITIONS LOAD WIDTH 100 MPH/18#/SF* 110 MPH/22#/SF** 32#/SF 120 MPH 2"x 2"x0.044"EXTRUSION 5' 5'-11" 5'-4" 5'-1" 4'-5- 6' 5'-4" 4'-10" 4'-8" 4'-0" 7' 5'-0" 4'-6" 4'-4" T-9" 8' 4'-8" 4'-2" 4'-0" T-6" 9' 4'-4" T-11" 3'-9" 3'-3" 10' 4'-2" 3'-9" 3'-7" T-1" 11' T-11" T-7" 3'-5" 2'-11" 2"x 2"x0.050"EXTRUSION 5' 6'-5" 5'-10" 5'-7" 4'-10" 5'-10" 5'-4" 5'-1" 4'-4" 5'-5" 4'-11" 4'-8" 4'-1" 8' 5'-1" 4'-7" 4'-5" T-9" v 4'-9" 4'-4" 4'-2" T-7" 10' 4'-6" 4'-1" T-11" 3'-5" 11' 4'-2" 3'-9" T-9" T-3" 2"x 3"x0.050"EXTRUSION 'v T-8" 6'--11" 6'-7" 5'-9- r 7'-1" 6'-5" 6'-2" 5'-4" 8' 6'-8" 6'-0" 5'-9" T-0" 9'EXAMPLE 6'-3" 5'-8" 5'-5" 4'-8" 10' 5'-11" 5'-5" 5'-2" 4'-5- ill 5'-8" 5'-2" 4'-11" 4'-3" 12' 5'-5" 4'-11" 4'-8" 4'-0" 2"x 2"x0.090"W/ 1"x 2"x0.044" EXTRUSION 7- 8'-3" 7'-2" 9'-7" 8'-8" 8' 7'-9" 6'-8" 8'-11" 8'-1" 9' 7'-4" 6'-4" 8'-5" 7'-7" 10' 6'-11" 6'-0" 8'-0" 7'-3" 11' 6'-7" 5'-8" 7'-7" 6'-11" 12' 6'-4" 5'-6" 7'-4" 6'-7" 13' 6'-1" 5'-3" 7'-0" 6'-4" 2"x 3"x0.050"TILT BEAM W/ 1"x 2"x0.044"EXTRUSION 7' 9'-10" 8'-11" 8'-6" 7'-4" 8' 9'-2" 8'-4" 8'-0" 6'-11" 9' 8'-8" 7'-10" 7'-6" 6'-6" 10' 8'-3" 7'-5" 7'-1" 6'-2- Ill 7'-10" 7'-1" 6'-9" 5'-11" 12' T-6" 6'-10" 6'-6" 5'-7" 13' 7'-3" 6'-6" 6'-3" 5'-5" LAWRENCE E. BENNETT9 P.E. CIVIL ENGINEER& DEVELOPMENT CONSULTANT P.0.BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904)767-4774 FAx#1 (904)767-6556 2 0 COPYRIGHT,1996 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT, P.E. 31 SCREENED ENCLOSURES: SCREEN I VINYL AND SOLID COVER MAXIMUM HEIGHT OF UPRIGHTS FOR SCREEN AND GLASS ROOMS EXTRUSIONS AND SELF MATING BEAMS OF 6063 T-6 ALUMINUM ALLOY USING SCREEN PANEL WIDTH "W" (SEE TYPICAL GLASS ROOM DRAWING), SELECT UPRIGHT REQUIRED FROM THE MAX HEIGHT ALLOWED FOR EACH EXTRUSION WIDTH "W" 36" 42" 48" 54" 60" 66" 72" 78" EXTRUSION 2"x 2"x 0.044" 9'-2" 8'-6" 7'-11" 7'-6" 7'-1" 6'-9" 2"x 2"x 0.050" 10'-2" 9'-5" 8'-10" 8'-2" 7'-11" 7'-6" 7'-2" 6'-1 t" 2"x 2"x 0.093" 12'-10" 11'-11" 11'-1" 10'-6" 9'-11" 9'-6" 9'-1" 8'-8" 3"x 2"x 0.050" 10'-8" 9'-11" 9'-3" 8'-9" 8'-3" 7'-11" 7'-6" 7'-3" 2"x 3"x 0.050" 12'-10" 11'-11" 11'-1" 10'-6" 9'-11" 9'-6" 9'-1" 8'-8" 3"x 2"x 0.070" 13'-8" 12'-8" 11'-10" 11'-2" 10'-6" 10'-1" 9'-8" 9'-3" NOTES:GLASS ROOMS THE ADDITION OF AN ALUMINUM FRAME WINDOWS W/ GLASS PANES THAT ARE DESIGNED TO 110 MPH WIND LOAD REQUIREMENTS TO THE ABOVE UPRIGHT SIZES INCREASES THE STRENGTH SO THAT ADDITIONAL FRAMING IS NOT REQUIRED. LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER&DEVELOPMENT CONSULTANT P.O.BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904)767-4774 FAX N 1 (904)767-6556 2 0 COPYRIGHT,19M NOT TO BE REPRODUCED IN WHOLE OR IN R4RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT, P.E. 33 SCREENED ENCLOSURES: SCREEN / VINYL AND SOLID COVER INS-- -- EDGE BEAM SIDE WALL HEADER ATTACHED TO 1" x FRONT WALL PURLIN 2" x 0.044" OPEN BACK WITH MIN. (2) 1" x 2" x 0.044" OPEN BACK ATTACHED I #10 x 1-1/2" S.M.S. TO FRONT POST WITH #10 x 2" S.M.S. t 1 MAX. 6" FROM EACH PURLIN AND 24" O.C. SIDE WALL PURLINS ATTACHED TO i" x 2" x 0.044" OPEN BACK WITH MIN. (2) 3 #10 x 1-1/2" S.M.S. IN SCREW BOSSES SIDE WALL PURLINS ATTACHED TO 1" x 2" x 0.044" OPEN BACK WITH MIN. (2) #10 x 1-1/2" S.M.S. IN SCREW BOSSES FRONT AND SIDE BOTTOM RAILS ATTACHED / TO CONCRETE WITH 1/4" x M MASONRY QUICK SET ® 6" FROMROM EACH POST AND 24" O.C. MAX. AND WALLS A MIN. 1" FROM EDGE OF CONCRETE e 4 e e 4 TYPICAL CORNER DETAIL (4) 1/4" x 4" LAG BOLTS WITH 1-1/4" ALUMINUM COVER OF 3" STRUCTURAL FENDER WASHERS PER 4' PANEL ACROSS INSULATED ALUMINUM THE FRONT AND 24" O.C. ALONG SIDES (WALK—ON) 2" x2" OR2" x3" HOLLOW SEE SPAN TABLE HEADER HEADER ATTACHED TO POST WITH MIN. (2) #10 x 1-1/2" IN SCREW BOSSES CHAIR RAIL AND KICK PLATE tuc� Emn 3 2" x 2", 2" x 3" OR 3" x 2' HOLLOW 2" x 2" x 0.044" HOLLOW RAIL [ 1 SEE SPAN TABLES POST ATTACHED TO BOTTOM WITH MIN. (3) #10 x 1-1/2" IN SCREW BOSSES FOR SNAP EXTRUSIONS CHAIR RAIL ATTACHED TO POST WITH MIN. (2) #10 x EXISTING SLAB MAY BE USED IF IN GOOD 1-1/2" S.M.S. IN SCREW BOSSES CONDITION AND APPROVED BY THE BUILDING 1"x2"x0.044" OPEN BACK BOTTOM RAIL OFFICIAL (1) HILTI 1/2" x 3-1/2" KBII—BOLTS APPROVED FOR 665# UPLIFT WITH STD. PLATED CUT STEEL WASHER SEE NOTE 22 "a e: ° . . 04 1/4" x 2-1/4" MASONRY ANCHOR ® 6" FOR SPECIFICATIONS AND ALTERNATIVES 4 ° FROM EACH POST AND 24" O.C. MAX. e . 4 '. 1) 3/8" BOLT FOR 3" POST (2) 3/8" BOLTS FOR 3" x 4" POST TYPICAL UPRIGHT DETAIL LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER&DEVELOPMENT CONSULTANT P.0.BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904)767-4774 FAx M 1 (904)767-6556 O COPYRIGHT,1996 2 NOT TO BE REPRODUCED IN WHOLE OR IN FART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT, P.E. 26 CITY OF 17-3z-2;263 JJtt Office of Building Official REQUEST FOR INSPECTION Date Permit No. —zzL� f — Time A.M. Received P Job Addrqss Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 0 Footing E, Rough Wiring Cr Rough Air Cond.& L-j Re Roofing 0 Slab C Temp Pole r-7 Top Out Heating Insulation C, Lintel 0 Final [I Sewer 0 Fire Place Pre Fab READY FOR INSPECTION -- Mon. Tues. Wed. Thurs. Friday A,M, Inspection Made PM1 inal inspection n Inspect Certificate of Occupancy E, J Date