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Permit 88 Nicole Lane (vault) ADDRESS 0 BUILDING PERMIT NUMBER � ( INSPECTIONS: UNDER SLAB FOOTING_____ SLAB _Q ----__- _ 3---------------------------- FRAMING /b - /2 - Y3 --------------------------------- COVER-UP /O 2 -4 J • INSULATION FINAL BUILDING � ' a CERTIFICATE OF OCCUPANCY 1- ELECTRICAL PERMIT # INSPECTIONS ROUGH 9-3 FINAL_------ - _______- --- -------- --- --------- --- MECHANICAL PERMIT #______ _ PLUMBING PERMIT #___ ,'7-/ L0 NOTES: t ^:� •S, CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 r1F3 9� Application Number . . . . . 08-00001125 Date 8/15/08 Property Address . . . . . . 88 NICOLE LN Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc REPLACE WATER HEATER ------------------- --------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DYE CONSTRUCTION, WM DAVID GRAY PLUMBING INC. P.O.BOX 1397 8850 CORPORATE SQUARE CT. JACKSONVILLE FL 32204 JACKSONVILLE FL 32216 (904) 744-7255 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/11/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. - ., CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: Property Address: t� T � E Owner: �tl -,- �ld &9L,�j()T�rCIZ Telephone : 93 Contractor: 0cvid Gray Plumbing, Inc. Telephone arporate quare Court Contractor Address: Jacksonville,Florida 32216 Fax Contractor Signature: CFC 022586 In c=andd ermit given for doing the work as described in the above statement,we hereby a perform said work in accoattached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordirds of.good practice listed therein. Instbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Cod Plumbing Type: =constructionone on this building or site, ❑/ INeew : �/ Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Uxinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 = 800 Seminole Road • Atlantic Beach, Florida 32233-&445 Phone: (904) 247-5800 Fax: (904) 247-5845 • l:«p:ltwww.ci.atlantic-beach.ft.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000233 Date 2/18/09 Property Address . . . . . . 88 NICOLE LN Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 --------------------- ------------------------------------------------------- Application desc remodel kitchen/bath electrical ---------------------- ------------------------------------------------------ Owner Contractor ------------------------ ------------------------ PEARLMUTTER HUNTER ELECTRIC 11624 DAVIS CREEK ROAD EAST ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 268-4203 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . REMODEL KIT/BATH Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/17/09 ---------------------------------------------------------------------------- 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. FPOM 904 886-0073 (WED) FEB 18 2009 10:22/ST. 10 : 18/No. 6800000162 P t C) CITY OF ATLANTIC BEACH .091 - soo sEmmoLE ROAD,ATLANTIC WACH,R 32233 OFRCE(904)2A741M a FAX NO XWO247.SM - elAt�s+aaErr+cvAaus ELECTRICAL PERMIT APPLICATION DUVAL COUNTY A NAM AooREA9IF oaFwvwr FRC1r XX A0QFMW wIONE of com w l W 9. ATE OF RdaDA LICOM N0: 10.MR RlOfaat1 -w C 12 L ADOREee: 13. P//Or1L' 1A• 15.Appl6a ion is tweby node b obtidn a perm*b do tlta pork Ord kWAjoIIorM m idk obmL I coi ft tllrl,at work wit be pnlonrred to msM the ow dwds of M Is"repuls"owMtruclion im diis NriedieftL This po"beoomm MA sr+d w*Mn six(a) morlMls or if oormottdba orwak is&Apartdad or abmubnod for a period of I Ory aAlw; COMMACrOM e10NAr:NW 13 MULTI FAMILY-0 OF UNITS: CoRESIDERTIAL Q SINGLE FAMILY O TEMP SERVICE O COMMERCIAL o ADDITION n TRAI ❑A1„TERATION O SIGN D O NEW O'06 NA ELECTRICAL C AIR O POOL!SPA O REVNRE 0OTHER:. 7 20.TYPE OF SERVICE' a OVERHEAD G UNDERGROUND O UNDERGROUND UP POLE 21.NEW SERVICE: CONDUCTORS PER PHASE: O POWER IS ON Cl POWER IS OFF IL SIZE OF CONDUCTOR: AMPACITF: OCOPPER O AL MINUM . 2S SWITCH OR BAEAKBC PH: W VOLT: RACEWAY SRE: 24,LASTow SMy10E ate: PH: vir VOLT: RACEWAY SIZE: 25:FEEDERS: AMPS: s OF AMPS: *OF-- AMPS: 20.LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT&M.V.: 27.FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 160 AMPS: 28.FIRE ALARM: 0 YES O NO 15,31 Do INT RIPLY lu IM GIMA FAMILY.1IMSFAIMY AM 29.SMOKE DETECTORS: NUMBER: 30.RECEPTACLES: AMPS: 31-IWAMPS: OVER IGOAMPS: 71.SWITCHES: AMPS: 31-100 AMPS: OVER 190 AMPS: #OF UNITS: COMP.MOTOR HP RATING: AMPS: HEAT KW! 0 OF UNITS: COMP.MOTOR HP RATING: MAPS: HEAT KW NUMBER. VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: FUNDER WW: NUMBER: KVAVER 8". NUMBER: KVASCRIBE IN DETAIL Arincn 00kIl FOW OLDOM REMED:lnmmos - - �IS CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000196 Date 2/11/09 Property Address . . . . . . 88 NICOLE LN Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------- --------------------------------------------------------- Application desc 9 fixtures ---------------------- ------------------------------------------------------ Owner Contractor ------------------------ ------------------------ PEARLMUTTER NELSONS PLUMBING CO. INC. Q/A: NELSON, SCOTT ATLANTIC BEACH FL 32233 11590 E DAVIS CREEK RD JACKSONVILLE FL 32256 (904) 262-4884 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 98 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/10/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 98 . 00 98 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 98 . 00 98 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. FROM FAX NO. :9048238736 Feb. 10 2009 09:53AM P1 CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date- c rid Property Address; Owner: Pear T e,,5 i d e_-.-nc Telephone#: Contractors INe l")Or) eo/n/ �,w, Telephone#: -�— Contractor Address: - S 1 /eFax#:_ /S In aonsideratlon o permit given for doing the work as described in the above statemen%we hereby agree to perform Bald work du accordance with the atteohed plana and specifications which aro a part hereof and in accordance with the City of Atlaatic.Beach ordinance and standards of good praedee listed therein. Installation of plumbing and fixtures must be In accordance with the must recent edilla n of the Southern Standard Plumbing Code. Plumbing Type: .If other construction is being done on this building or site, 0 New list tha.building permit number: G Re-Pipe Number of Fixtures: / Both Tubs. ! Showers closets Shower Pans Dishwashers 1 Sinks. Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total,Fixtures: �1 X$7.00 :+ $35.00 600 Seminole Road• Monte Beach,Florida 32233.5445 Phone: (904)247-6800.4 Fax; (904)247.5846. http:l/www.al.atlantic-beach.fl.ue FROM ; FAX NO. :9048238736 Feb. 10 2009 09:54AM P2 j.r::..•::.•....: s.... .. ;s• .. •:,r. '.' ':''rIs .. .•t, ',a•: r}+�T tl7lNE..F401tI0A•' ' � a� '' ;,- fl'i:1►8T i ' :r .; ,' �11.0/2t>i1R ;ttfi9a:118';QFIBEKfl(�iK SONV� '�' .,•. •r'J�iC1E 1�. •�• �'S�i:.a.. ';i. .r.. .�, j• .C::•, U.J. ;•t :f' r• .', `.00 ftu, ' nF�ikTl o�r '. . ;:: rNiAAlNiM irk, :7� Qoi i As f y.: i•::i' ti..... ... T q� r Its 'CH''.• ,',.. .. :•i. •�CI"FY'flF'/�Kr, y .t•' 'iii:. OL 'r.•'•i`� �/ �yT�/[ ,� 'R6�R (VCv7d(T X .t r •. '=r •r• +•'.1. .t .t t. 'A.'• .r, .._ •'r .. i• ��y .i• .ria=, .t' •r. .,i•: .z. .:i,' .. 'r �ttHf)AQC0SIf NA'IiMiI "... ¢i _ l�J.i• 56736 CITY OF ATLANTIC BEACH 2/10/2009 98.00 98.00 prosperity Bank 56738 CITY OF ATLANTIC BEACH 2/10/2009 98.00 98.00 Prosperity Bank '� M 40287 CITY OF 4&4#ti&'c 3eacA -0;&ZLQfi Office of Building Official �j REQUEST FOR INSPECTION Date �^! Permit No. 70.1'/ Time m/ A.M. Received CY/ P.M. Job Add r ss . Locality Owner's 0 Name � ���— Contractor BUILDING ZCONC ELECTRICAL PLUMBING MECHANICAL Framing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. J A 5 . Inspection Made - M. Inspector l nal Inspection El Certificate of Occupancy ❑ Date s F, It-y H i I dLr w aIN = tiVSia FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION "ORM 60OArv-93 Residential Component Prescriptive Method A NORTH -IROJ C:T NAME : SINGLE FAMILY ; BUILDER: PINNACLE HOMES SND ADDRESS: LOT 1 TIFFANY BY THE ; PERMITTING ; CLIMATE 3 ATLANTIC BEACH FL 1OFFICE: ATLANTIC BEA ; ZONE : 11 _1 2i _..i 3i , i )WNER: VUCKTCH ; PERMIT NO . ; JURISDICTION NO . CK New construction or addition 1 . New Construction Single family detached or Multifamily attached 2 . Single-Family IfMultifamily-No . of units 3 . 0 If" Multifamily , is this a worst case ( yes/no ) 4 . Conditioned floor area ( sg .ft . ) S . 2205 .00 Predominant eave overhang ( ft . ) 6 . 1 .40 Porjch overhang length ( ft . 7 . 6 .00 Gloss area and type. Single Pane 7001le Pane a . Ilear Glass 8a . 0 .Osgft �?Osgft b . int , film or solar screen 8b . O .Osgft 0 .00sgft Fl or type and insulation : a . Iab on grade ( R-value , perimeter ) 9a .R= 0 .00 , 150 .00 ft b . ood , raised ( R-value , area ) 9b .R=19 .00 , 270 .00 sgft ) .Net Wall type area and insulation: a . Oxterior . 2 . Wood frame ( Insulation R-value ) 10a--2 R=22 .00 , 2095 .00sgft a . Adjacent 2 . Wood frame ( Insulation R-value ) 10a-2 R=22 .00 , 170 .00sgft L .Cei'ling type area and insulation: +a . Under attic ( Insulation R-value ) lla .R=38 .00 , 1408 .04sgft distribution systems a . Ducts ( Insulation + Location ) 12a . R= 6 .00 , uncond 3 .Cooling system 13 . Type : Central A/C j SEER: 10 .50 .Heajting System : 14 . Type: Heat Pump 1 HSPF : 7 .30 3 .!-roti water system= 15 . Type : Electric EF : 0 .92 3 .Hotil Water Credits : ( HR-Heat. Recovery , 16 . DHP--Dedicated Heat Pump ) 7 . Infltration practice : 1 , 2 or 3 17 . 2 3 .HVA . Credits ( CF-Ceiling Fan , CV-Cross vent , 18 . HF-Whole house fan , RS--Attic radiant barrier , MZ-Multizone ) .EPI`; ( must not exceed 100 points ) 19 . 99 .04 a . Total As Built points 19a . 36021 .66 b . Total Base points 19b . 36371 .77 ___w_w._____-________-_____-___-____..______.,___ Hereby certify that the plans and Review of the plans and specifications ---ecif�cat.ions covered by this calcu-- ; covered by this calculation indicates ation+ are in compliance with the compliance with the Florida Energy loriA Energy Code . ; Code . Before construction is: completed this building will be inspected for- 4;Ef'Af,E r ; compliance in accordance with Section ^tTE: ,q_ _ 1 553 .908 F .S . hereby cerci -y t}-iat this building is n compiiance with the Florida Energy Z)de . WNER/AGENT : ; BUILDING OFFICIAL : ATE: _� ; DATE : FLORIDA ENERGY EFFICIENCY CODE FOR. BUILDING CONSTRUCTION M; 60OA-93 Residential Component Prescriptive Method A NORTH J�CT NAME~: SINGLE FAMILY ; BUILDER: PINNACLE HOMES DDRESS : LOT 1 TIFFANY BY THE ; PERMITTING ; CLIMATE 3 ATLANTIC BEACH FL. iOFFICE : ATLANTIC BEA � ZONE : 11 _. 2i _; 3i E , VUCKTCH ; PERMIT NO . ; JURISDICTION NO . CK le ' construction or addition 1 . New Construction �i gle family detached or Multifamily attached 2 . Single-Family ;f ,Multifamily-No . of units 3 . 0 ---- :fMultifamily , is this a worst. case ( yes/no ) 4 . ;0 ditioned floor area ( sq .ft . ) 5 , 2205 -00 )redominant eave overhang ( ft . ) 6 . 1 .40 )orrch overhang length ( ft . ) 7 . 6 .00 glass area and type: Single Pane 7UUble Pane Clear Glass Ba . 0 .Osgft ?41 7 .00sgft Tint , film or solar screen 8b . O .Osgft 0 .00sgft =1gor type and insulation: $lab on grade ( R-Value , perimeter ) 9a .R 0 .00 , 150 .00 ft. ood , r a i sed ( R-value , area ) 9b .R=19 .GG 270 .00 sqf t Ne Wall type area and insulation: xterior : 2 . Wood frame ( Insulation R-value ) 10a-2 R=22 .00 , 2095 .00sgft , djacent: 2 . Wood frame ( Insulation R--value ) 10a-2 R=22 .00 , 170 .00sgft. Ceiling type area and insulation : a . Under attic ( Insulation R-value ) lla .R=38 .00 , 1408 .00sgft Ai distribution systems a . Ducts ( Insulation + Location ) 12a . R= 6 .00 uncond Co ling system 13 . Type : Central A/C SEER: 10 .50 He ting System : 14 . Type : Heat Pump HSPF • 7 .30 Hot; water system : 15 . Type: Electric _ . EF : 0 .92 [jot Water Credits : ( HR--Heat Recovery , 16 . DHP-Dedicated Heat Pump ) Iof' ltration practice : 1 , 2 or 3 17 . 2 ,HVA , Credits ( CF-Ceiling Fan , Cv-Cross vent , 18 . HF-Whole house fan , RB-Attic radiant barrier , MZ-multizone) .EPI ( must not exceed 100 points ) 19 . '�� .04 Total As-Built points 19a . .36021 .66 Total Base points 19b . 36371 .77 ^ - W - -fere y certify that the plans and Review of the plans and specification:; =cif cations covered by this calcu- covered by this calculation indicates t.ionare in compliance with the compliance with the Florida Energy Drid� Energy Code . ; Code . Before construction is completed this building will be inspected 'For ('ARID BY : ; compliance in accordance with Section TE: - i $53 .908 F .S . her ey cert a t his- i.1 ng is , corn�liance t.h � _ � , �_ ::77eYJy c i BUILDING OFFICIAL : NER/r GENT : _ TF : ._ _ i DATE i i =,= ;:= Nhi TRATION�REDUCTIOtN PRACTICE COMPLIANCE CHECKLIST COMPOW NTS SECTION t R IJIR M NTSNFOR ACH=PRACTIC N vmm ==mm= ;;�: �C} : PRACTICE #1 606 . 1 COMPLY WITH�ALL�INFILTRATION�PRESCRIPTIVES . Windows 606 . 1 Maximum Wof�0 .34 CFM per- � linear foot of operable sash crack ( includes sliding glass doors ) . --------------------------------- E:xterjor & 606 . 1 Maximum of 0 .5 CFM per�sq . ft . of door area: solid Adjac nt Doors core , wood panel , insulated or glass doors only . ____...._____..________.__-____.-________________-__________.._-___..___...__--___----_ --_ Exterior Joints 606 .1 To be caulked , gasketed , weather-stripped or other_ & Cracks wise .sealed . PRACTICE #2 606 . 1 COMPLY WITH PRACTICE�#1�AND�THE�FOLLOWING : .____ ._.____..____ Exterior Walls 606 .1 Top plate penetrations sealed . Infiltration barrier ._ & Flo `rs installed . Sole plate/floor joint caulked or sealed . Exterior Walls 606 .1 Penetrations , joints and cracks on .interior surface: & Ceihings caulked , sealed or gasketed . _._._.___....__________..__-___..w.__-__.__________._____________..__,.__._____._._______.__. ._.._......_ DuctWirk 606 . 1 Ductwork in unconditioned space must be sealed . - - - N Fireplaces 606 .1 Equipped wit.houtsidecombustionair , doors�and�flue dampers . µ - Exhaust Fans 606 .1 Equipped with dampers . Combustion devices see 606 . 1 .A .2 . Combus°tion 606 .1 Be in unconditioned space ( except direct^Wvent ) ,�draw ApplArces air from unconditioned space , exhaust to outside . Cooking appliances shall be dampered and use intermittent ignition . --------------------------------------------------------- OTHFR PRESCRIPTIVE MEASURES ( must be met or exceeded byall�residences . ) - V~ - - -µ- Water Heaters 612 . 1 Comply with efficiency requirementsi.nTable6--12 . Switch or clearly marked circuit breaker ( electric ) or cutoff ( gas ) must be. Provided . External or built- in heat trap required . ------------------------------------------------------------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers ( except solar & Spasy heated ) . Non-commercial pools must have a pump timer .. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent . --------------------------------------------- ___ __.._._..____..___.____. Showers Heads 612 . 1 Water flow must be restricted to no more than :3 gal, . s Ions per minute at 80 PSIG . HVAC Duct 610 . 1 All ducts , fittings , mechanical equipment and plenum lonstruction chambers shall be mechanically attached , sealed , ins- Insulation & u.lated and installed in accordance with the criteria Installation of Section 610 .1 .ABC .2 & 610 . 1 .ABC .3 . Duct in attics r must be insulated to a minimum of R--6 . Air handlers shall not be installed in attics unless in mechanical. closet. . ---------------------------------------------------------------------------- HVAC Cgntrols 607 . 1 Separate readily accessible manual or automatic thermostat for each system . ------------------------------------------------------------------------------- Insulation 604 . 1 Ceilings minimum R-19 . Common Walls - Frame R--11 or 602 . 1 CBS R-3 both sides . Common ceiling & floors R--11 . SUMMER CALCULATIONS BASE = ; AS-BUILT GLASS --------------- ORIEN AREA x BSPM = POINTS ; TYPE SC ORIEN AREA x SPM x SOF = POINTS ----- i___.._____.._,.._____________..__...___..____..,,w______...-_.._______..___. .._________....______ ._.__._._. NE 162 .00 65 .8 4079 .6 ; DBL CLR NE 11 .0 57 .7 68 433 .7 DBL CLR NE 36 .0 57 .7 .88 1828 .7 GBL CLR NE 15 .0 57 .7 .85 738 .6 SE q31 .00 6S .8 8619 .8 ; DBL CLR SE 42 .0 79 . 1 ,52 1722 .4 DBL CLR SE 13 .0 79 . 1 .39 399 .7 DBL CLR SE 36 .0 79 . 1 .88 2512 .2 DBL CLR SE 5 .0 79 . 1 .66 262 .0 DBL CLR SE 13 .0 79 . 1 .81 834 . 1 DBL CLR SE 13 .0 79 . 1 .81 834 . 1 DBL CLR SE 9 .0 79 .1 .81 577 .4 SW 223 .00 65 .8 14673 .4 ; DBL CLR SW 11 .0 79 . 1 .47 408 .9 DBL CLR SW 42 .0 79 . 1 .47 1561 .4 DBL CLR SW 81 .0 79 . 1 .96 6179 .6 DBL CLR SW 13 .0 79 . 1 .85 876 .7 DBL CLR SW 5 .0 79 . 1 .66 262 .0 DBL CLR SW 71 .0 79 . 1 .93 5202 .6 P,Iw 73 .00 65 .8 4803 .4 ; DBL CLR NW 35 .0 57 .7 .91 1842 .8 DBL CLR NW 29 .0 57 .7 .96 1600 .1 DBL CLR NW 9 .0 57 .7 .81 418 .9 .._.__._..___._,__-_.___._..___._.._4_.__.._- _.___...._.._-._._..... ,15 x 1COND . FLOOR 1 TOTAL GLASS = ADJ . x GLASS - ADJ GLASS ; GLASS AREA AREA FACTOR POINTS POINTS ; POINTS -- . 15 ,205 .00 489 .00 .676 32 , 176 .20 21 ,763 .3S 28 ,495 .91 NON GLASS------------ - � REA x BSPM = POINTS ; TYPE R-VALUE AREA x SPM = POINTS __ __-________--_.-__.---___..._-___--__...__....___..__._-___- -_____.._..._____ _____.- -______..-_.____._-.._.-- WALLSM - - Ext 2D95 .0 .9 1885 .5 ; Ext Wood Frame 22 .0 2095 .0 .77 1616 . 1 Adj 1 170 .0 .7 119 .0 ; Adj Wood Frame 22 .0 170 .0 .31 53 .4 DOORS- ' .___-____.___.,w___ � Adj 19 .0 2 .4 45 .6 Adj Insulated 19 .0 1 .60 30 .4 CEILIN S---______________ UA 118 .0 .6 790 .8 ; Under Attic= 38 .0 1408 .0 .50 704 .0 FLOORS ___.___.,-__-__,,..___.. � Sib 50 .0 --37 .0 -5550 .0 ; Slab--on-Grade .0 150 .0 -41 .20 -6180 .0 Fsd 70 .0 -4 .0 -1077 .3 ; Rsd Woad ( Stem-UFI 19 .0 270 .0 -1 .50 -405 .0 INFILTRATION--------- 2 05 .0 8 .0 17640 .0 ; Practice #2 2205 .0 8 .00 17640 .0 TOTAL SUMMER POINTS 35 ,616 .95 ; 41 ,954 .89 TOTAL x SYSTEM COOLING ;TOTAL xvCAP�x DUCT�x SYSTEM Mx�CREDIT�=COOLING SUM PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS _ 35 ,61 .95 .37 13 , 178 .27 ; 41 ,954 .891.00 __ ____ �� . 1 100 .3201 .00014 ,768 .12 WINTER CALCULATIONS AS--BUILT = _ ORIEN AREA x BWPM - POINTS ; TYPE SC ORIEN AREA x WPM x WOF = POINTS _.___-__._.____ --._._-_..-___-..._._...-.____.___..._-----_-__.._.._-_.-_._._-----_.._._.--_..-...._. NE 162 .00 --10 .6 --657 .2 ; DBL CLR NE 11 .0 4 .6 1 .75 88 .4 DBL CLR NE 36 .0 4 .6 1 .30 215 .5 DBL CLR NE 15 .0 4 .6 1 .36 94 .0 SE 131 .00.00 -10 .6 -1388 .6 ; DBL CLR SE 42 .0 -22 .7 .36 -346 .2 DBL CLR SE 13 .0 -22 .7 .03 -7 .7 DBL CLR SE 36 .0 --22 .7 .88 --721 .0 DBL CLR SE 5 .0 --12 .7 .61 -69 .6 DSL CLR SE 13 .0 -22 .7 .81 -238 .7 j4 DSL CLR SE 13 .0 -22 .7 .81 --238 .7 DSL CLR SE 9 .0 -22 .7 .81 -165 .3 SW 223 .00 --10 .6 --2363 .8 ; DBL CLR SW 11 .0 -22 .7 .28 -69 .9 DBL. CLR SW 42 .0 -22 .7 .28 --267 .0 DBL CLR SW 81 .0 -22 .7 .96 _1773 .4 DBL CLR SW 13 .0 -22 .7 .85 DBL CLR SW 5 .0 -22 .7 .61 --69 .6 DSL CLR SW 71 .0 -22 .7 .93 --1493 .0 NW 7"' .00 10 .E -773 .8 ; DBL CLR NW 35 .0 4 .6 1 .22 197 .0 DBL CLR NW 29 .0 4 .6 1 .11 148 .0 DBL CLR NW 9 .0 4 .6 1 .45 59 .9 . 15 x COND . FLOOR / TOTAL GLASS ADJ . x GLASSY-w-M^-~V ADJ GLASS_- , --�--CLASS AREA AREA FACTOR POINTS POINTS ; POINTS .l S ,205 .00 489 .00 676 -5 ,183 .40 --3 ,505 .95 ; -4 ,908 .13:33 NON-GL�SS-.---._---______._ - _-- AREA- x BWPM = POINTS ; TYPE R-VALUE AREA x. WPM = POINTS `' __..._.---_--_--_-_--_.....-._______ ._...._-_.-.__.-__.--_.__.----__.-._----------------------------------------------------- WALLS_, Ext 295 .0 2 .2 4609 ,0 ; Ext. Wood Frame 22 .0 2095 .0 1 .90 3980 .=; ' Adj 70 .0 3 .6 612 .0 ; Adj Wood Frame 22 .0 170 .0 .1 .90 32.:; n DOORS-i­­------------ � Adj 19 .0 11 .5 218 ,5 ; Adj Insulated 19 .0 8 .00 152 .0 CEILIN �S_._._.-___ I UA 118 .0 1 .2 1581 .6 ; Under Attic 38 .0 1408 .0 .90 1267 ,2 FLOORS,: __________.____ Slb 50 .0 8 .9 1335 .0 ; Slab-on-Grade .a 150 .0 18 .80 2820 .0 Rsd 270 .0 1 .0 259 .2 ; Rsd Wood ( Stem-UFI 19 .0 270 .0 .80 216 .0 a ` INFILT ANION-_.__.____......___ 2 05 .0 7 .4 1.',317 .0 ; Practice21 2205 .0 7 .40 16317 .0 TOTAL. INTER POINTS 21 ,426 .35 , 20 ,166 .87 TOTAL x SYSTEM - HEATING ; -TOTAL - x-CAP-x DUCT�xRSYSTEM�x-CREDIT =HEATING JINwPT MULT POINTS ; COMPOPJ RATIO MULT MULT MULT POINTS 21 ,42p .35 .55 11 ,784 .49 ; 20 ,166 .87 1 .00 1 . 1 a0 4.66 1 .000 10 »-..__ ,3:37 ,,54 WATER HEATING BASE =-- ; _ = AS--BUILT NUM OF MULT - TOTAL ; TANS: VOLUME EF TANK x�MULT�x�CREDIT =`TOTAL BEDRM ; RATIO MUL'i 3803 .0 11 ,409 .00 ; 65 .92 1 .000 V 3638 .7 NW 1 .00 rnTW 10 ,916 .00 SUMMARY I BASE AS-BUILT =- COOLING HEATING HOT WATER TOTAL ; COOLING HEATING HOT WATER TOTAL. POINT' POINTS + POINTS POINTS ; POINTS POINTS + POINTS POINTS 1317 .3 11754 .5 11409 .0 36 ,371 .77 ; 14763 . 1 10337 .5 10916 .0 36 ,021 .66 EPI = 99 .04 $I- x E I ENERGY GUIDE For detailed information of thi EPI rating number or for any ITEM listed , ask your Builder for EPI= 99 .0 DCA Form 60OA--93 or Form 6008--93 0 10 20 30 40 50 60 70 80 90 loo The m4ximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING .SHEET ITQ HOME VALUE Low Efficiency High Efficiency i SINGL CLR DEW WINDOW . . .Double Clear- I _._........ - TINT I INSULATION . . . . . . . . . . . . . . . . . . R_.-10 R-30 Ceiling R-Value , , . . , . . . . 38 .0 ._.__....._.____....,_-.__...____..__V R-0 R-7 Wall; R-Value . . . . . . . , , 22 .0 : -...-_.-.______.______-_-.__._____X I R-0 R-•19 Floo, R-Value . . . . , . . . . 12 .2 -- X___.._______ AIR CONDITIONER . . . . . . . . . . . . . 10 ,0 SEER 17 .0 SEERKEER . . . . . . . . . . . . . . . . . . 10 .5 I _X__...-_._._ .___._,-___..._.__.. II I 9 .7 EER 16 .0 i HEATIN SYSTEM . . . . . . . . . . . . . . Elec ric COP/HSPF . , . , . . . , 7 .3 .�6 .8 XHSPF 12 .0 �____.___.__---._______.___.. I _ I 0 .78 AFUE 0 .90 Gas r AFUE . . . , . . . . . . . . o .00 WATER HEATER . — . . . . . . . . . . . . . 0 .88 0 ,96 Electric EF . , , , 0 .92 ----------x---------- 0 .54 _...___.,..._....._.__0 .54 0 .90 Gas1 EF . . . . . . . . . . . . . . 0 ,00 I -._.__...__.-...�__________. I 1 0 .40 0 .80 Sola` EF . . . . . . . . . . . . . . OTHER JEATURES . . . . . . . . . . . . . . { . . . . . . . . . . . . . . . . . . . . . j i I certfy that these energy saving features required for the Florida Inergy , Code have been installed in this house . Builder address Signature Date . wity/7$p ".lorid , Energy Code for Building Construction - 199;3 "l.oridDepartment of Community Affairs FL--EPL CARD93 ENERGY GUIDE For detailed information of the EPI rating number or for; any ITEM listed , ash; your Builder for EPI= 99 .0 DCA Arm 60OA-93 or Fm 60OB--93 j 0 10 20 30 40 50 60 70 80 90 100 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 WIND04S . . . . . . . . . . . . . . . . . . . . .Double Clear INSULATION . . . . . . . . . . . . . . . . . . R-10 R-"30 Cei lfi ng R--Value . . . . . . . . . 38 .0 --------------------X R-0 R_7 Wall; R-Value .. . , . . . . . . 22 .0 --------------------X R-0 R•-19 Floor R--Value . . . AIR CONDITIONER . . . . . . . . . . . . . 10 .0 SEER 17 .0 EER/EER . . . . . . . . . . . . . . . . . . 10 .5 _..X._..."_-_-..____.__..._.__..___.__... 9 .7 EER 16 .0 1 HEATING SYSTEM . . . . . . . . . . . . . . 6 .8 HSPF 1.2 .0 Electric COP/HSPF . . . . . . . . 7 .3 : _x------------------- : i -.x--_----..----w---.----_.-- s 0 .78 AFUE 0 .90 Gas j AFUE . . , . . . . . . , . . 0 .Oo _-_______..w_____w-.___ � i WATER [EATER . . . . . . . . . . . . . . . . 0 .88 0 .96 Elec ric EF . . . . . . . . . . . . . . 0 .92 11 -1-------- ___ Gas EF . . . . . . . . . . . . . . 0 .o0 0 .54 1 ..___...___.___________.0_ �.90 F 0 .40 0 .80 Sola' EF . . . . . . . . . . . . . . OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I c:ertfy that these energy saving features required for the Florida wnergy ; Code have been installed in this house . Builder �ddres4 : � Signature . __ Date = City/Zp 71orid Energy Code for Building Construction - 1993 Florid Department of Community Affairs FL-EPL CARD93 s 1 --1 Job # PINNACLE HOMES Wthr Jacksonville—AP FL Zone WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db : 32 Deg F Outside db : 94 Deg F inside db : 70 Deg F Inside db : 75 Deg F Design TD: 38 Deg F Design TD : 19 Deg F Daily Range M Rel . Hum . : 50 p Grains Water 49 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg . Heat Loss 46155 Btuh Structure 36973 Btuh V4ntilation Air 0 CFM Ventilation 0 Btuh Vont Air Loss 0 Btuh Design Temp . Swing 3 .0 Deg F D4sign Heat Load 46155 Btuh Use Mfg . Data n Rate/Swing Mult . 1 .00 Total Sens Equip Load 36973 Btuh INFILTRATION LATENT COOLING EQUIP LOAD SIZING Const Qual a # Fireplaces 1 Internal Gains 3680 Btuh Ventilation 0 Btuh HEATING COOLING Infiltration 4670 Btuh Area ( sq .ft . ) 2206 2206 Tot Latent Equip Load 8350 Btuh Volume ( cu .ft . ) 20981 20981 Air Changes/Hour 0 .9 0 .4 Total Equip Load 45322 Btuh Equivalent CFM 315 140 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Mtke TRANS Make TRANS Model Model T' pe Type E ficiency / HSPF 0 .0 COP/EER/SEER 0 .0 Heating input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent. Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 0 Btuh Actual Heating Fan 1769 CFM Actual Cooling Fan 1769 CFM Htg Air Flow Factor 0 .038 CFM/Btuh C19 Air Flow Factor 0 .048 CFM/Btuh Space Thermostat Load Sens Heat Ratio 82 MANUAL J = 7th Ed . RIGHT---J : V1 .63 TR @ Printout certified by ACOA to meet all requirements of Manual Form J 2 . Winter Infiltration Btuh 1 . 1 x 315 CFM x 38 Winter TD - 13181. Btuh 3 . Winter Infiltration HTM 13181 Btuh / 508 Total Window - 25 .9 HTM & Door Area -------------------------------------------------------------------- Procedure B - Summer Infiltration HTM Calculation* -_______.._________________..__..W_______..________________________________ 1 . Summer Infiltration CFM ' 0 .4 AC/HR x 20981 Cu .Ft . x 0 .0167 140 CFM , 2 . Summer Infiltration Btuh 1 .1 x 140 CFM x 19 Winter TD 2929 Btuh 3 . Summer Infiltration HTM ' 2929 Btuh / 508 Total Window - 5 .8 HTM Area & Door ---- ._______________...- -__----_--- ------------------ i (procedure C -- Latent Infiltration Gain --------------------------------------------------------------------- 0 .68 x 49 gr .diff . x 140 CFM - V4670 -Bt.uh ---____ _______________________w..___-_________----______- F rocedure D - Equipment Sizing Loads --------------------------------------------------------------------- 1 . Sensible Sizing Load , Sensible Ventilation Load ' 1 .1 x 0 Vent .CFM x 19 Summer TD = 0 Btuh Sensible Load for Structure ( Line 19 ) + 36973 Btuh Sum of Ventilation and Structure Loads = 36973 Btuh Rating and Temperature Swing Multiplie x 1 .00 RSM g Equipment Sizing Load - Sensible + 36973 Btuh i+ 2 . Latent Sizing Load Latent Ventilation Load ' 0 .68 x 0 Vent .CFM x 49 gr .diff . = 0 Btuh Internal Loads - 230 x 16 No . People + 3680 Btuh Infiltration Load From Procedure C + 4670 Btuh Equipment Sizing Load - Latent - 8350 Btuh ----------------------------------------------------------------------- *Construction Quality is : a No . of Fireplaces is : 1 MANUAL J : 7th Ed . RIGHT-J = V1 .63 TR C Printout certified by ACOA to meet all requirements of Manual Form J ---- MANUAL J : 7th Ed . --------- RIGHT-J : V1 .63 ----•----- TR @ -------------- � 1 : Name of Room ; Entire House ; MORNING ROOM 2 ; Running Ft . Exposed Wall ; 263 .0 Ft . ; 24 .0 Ft . 3 ; Room Dimensions , Ft . ;11 .0 x 13 .0 Ft . ; 4 ; Ceiings ,Ft ; Condit . Option ; 9 .4 ; ; 9 .0 ; heat/cool. 1, TYPE OF ; ; CST : HTM ; Area 1 Btuh i Area i Btuh EXPOSURE ! NO . ! Htg ! Clg : Length ! Htg 1 Clg ! Length : Htg_ i Clg I S ; Gross ; a ; 12C : 3 .4 2 .0 ; 2539 ; `-Kk ; *** ; 216 ; I I Exposed : b : 13C : 1 .4 ; 1 .3 : 160 ; **: ; * * ; 0 ; i I I I I I I I I Walls and , c I, , 0 .0i 0 .0 1 01, t , k K , 01 I I Partitions 1 d1 O .O1 0 .01 01 0I I I **** I ** I I I I lei 0 .01 0 .0I 01 01 I I I I 1 I I 0 .0i I 0 .0l I 01 I I I OI I I I I I f l I *%'��-* , *�** I , ------------------------------ ......,.,---'-- - 1 --------------------- - ---------- . __. . .-_ __ . .. ____ .- - -- . _. .. __. . ---------- 6 ; Windows ___. _ .__ 6 ; Windows : a : 3C : 27 .6 ; : 489 ; 13472 ; 95 : 2617 ; I & Glass ib1 I 0 .01 i 0 ; O , QI QI I I I I Doors Htg . 1 c I I 0 .0i I oI 01 1 0 , 01 I * * , di : 0 .0 : k ; o ; 0 : * k:* ; 0 ; 0 : I I I I e l 0 -0 : I OI 0 : 1 01 01 i I I I I I f I i 0 .0i I Q 1 0 : 0 t O1 I 7 : Windows ; North ; 21 .0 ; 236 ; :** ; 4956 ; 53 ; ***: ; 1113 ; & Glass ; NE&NW ; 0 .0 ; 0 : *** ; 0 ; 0 ; **** ; 0 ; Doors C19 . : E&W 170 .0 ; 191 ; ** :* : 13370 ; 42 : 2940 , I 1 I SE&SW : 0 .0 : 0 : aK ; 0 ; o ; * ; 0 ; I I 1 South ; 36 .0 ; 62 : **** ; 2232 ; 0 ; * * K : 0 ; I I 1 1 I I I I I 1 I I I Hor z 1 0 .0 : 0 , **�� , 0 , 0 , :��*:� , 0 , 8 ; Othr doors ; a ; 10D : 17 .5 : 10 .4 ; 0 ; 0 ; 0 ; 0 ; 0 ; 0 ; ibi ; 0 .0 ; 0 .0 : 19 : 0 : 0 ; 0 ; 0 ; 0 ; I I ------------------------ ,....._ .,..,...,._........_.--....---- I ....._..._........_....-_ .........-------- I 9 ; Net : a ; 12C : 3 .4 : 2 .0 ; 2050 : 7011 ; 4170 ; 121 ; 414 ; 246 " Exposed : b : 13C : 1 .4 : 1 .3 ; 141 ; 190 : 178 ; 0 : 0 : 01 Walls and : c ; ; O .O ; 0 .0 : 0 ; O : 0 ; 0 ; 0 : 01 Partitions : d : : 0 .0 ; 0 .0 ; 0 ; 0 ; 0 : 0 : 0 : 01 e : i O .O ; 0 .0 ; 0 : O ; 0 : 0 ; 0 : 01 : f : i 0 .0 ; 0 .0 : 0 : 0 : O ; 0 : 0 : 0 11 I -------------------- _:,,..,,,.„....,,.__ _ I _-_-...,.-_____ " 10 ; Ceilings ; a : 16G ; 1 .3 : 1 .4 ; 1366 ; 1713 : 1938 : 0 ; 0 : 0 : ibi i 0 .0 ; 0 .0 : 0 : 0 : 0 ; O ; 0 ; 0 : c ; i 0 .0 : 0 .0 : 0 : 0 : 0 : 0 : 0 : 0 : ------------------- - , 11 : ---_,,,,,,,,,,,,,,,,_-_.....__-_.,,.,_..... I: 11 : Floors ; a122A ; 30 .8 ; 0 .0 ; 344 ; 10588 : 0 : 24 ; 739 : 0 : : b : 19G : 1 .3 : 0 .0 : O ; 0 : 0 : O : 0 : 0 ; : Ci i 0 .0 : 0 .0 : 0 : 0 ; 0 : O ; O : 0 : I I ------------------ _..................................,..._.._ I ------------------- : 12l --•_---: 12 : Infiltration a ; 25 .9 : 5 .8 ; 508 : 13181 : 2929 ; 95 : 2465 : 548 : : 13 : Subtot Btuh Doss=6+8 . .+11+12 ; **-** : 46155 ; * ; ** * ; 6235 ; I I 1 0 l I I o l I I 14 1 Duct Btuh Loss 1 0% i 1 0 , *: * , 0% ;1 0 , : 15 : Total Btuh Loss = 13+14 : **** : 46155 ; **** ; ** * ; 6235 ; ** :* : 16 : Int . Gains : People @ 300 ; 16 ; ***:* ; 4800 ; 2 : * * ; 600 ; APP 1 . @ 1200 : 2 : ** : 2400i 0 : 01 : 17 ; Subtot RSH Gain=7+8 . .+12+16 ; *:* ; * ** ; 36973 ; ** ; * ** : 5447 ; , 18I Duct Btuh Gain 0% ; , O , O% , , 0I : 19 : Total RSH Gain = 17-+-18 ; **** ; * ; 36973 ; * *:* ; **** ; 5447 : : 20 ; CFM Air Required ; *** ; 1769 : 1769 : 239 : 261 : Printout certified by ACCA to meet all requirements of Manual Form J --- - -- - MANUAL J . 7th Ed . - ---- RIGHT-J * V1 .63 - -- -- TR @ 1 : Name of Room ; KITCHEN : LIVING ROOM " 2 ; Running Ft . Exposed Wall ; 9 .0 Ft . ; 36 .0 Ft . : 3 : Room Dimensions , Ft . : 17 .0 x 9 .0 Ft . : 16 .0 x 17 .3 Ft . : " 4 : Ceiings ,Ft : Condit . Option ; 9 .0 ; heat/cool ; 9 .0 ; heat/cool II --------------------- TYPE TYPE OF : : CST : HTM : Area : Btuh ; Area ; Btuh : EXPOSURE : : NO . : Htg : Clg : Length : Htg : Clg : Length : Htg i C19 __ .... _ � ------------------ ' Gross a112C1 3 .41 2 .01 81 , �:** , 324 , ' wl1, O �b113C1 1 .41 1 .31 0 � ** **** exposed Walls and I cI I 0 .0 , 0 .01 01 , 01 Partitions , d , , 0 .0 , 0 .0 , 01 � 1 , I I , el I o .o , a .O , o . I f 0 .0I, Q .O , 01 I 1 I I i I � * 131 3581 : * � , 1 61 Windows , a , 3CI27 .6 , i i 811 22321 , & Glass , b , , 0 .0 , 0i Doors Htg . I i ' ' ' **** ' 01 01 *� * I I , C , I 0 .0 ', ** I OI OI � ' i I I I a .O ,i ** I 01 01 * k*�c 01 0 1 **** I � Idl I I , I 1e1 0 .01 ** O1 01 01 01 * � i i 1 f 1 1 0 .0 1 * 1 01 01 k:** 0i 01 * , i I ..,..-....--__.........,--..................._-._._-_-__...._ � _._.........._ _....._-.........._.._._ .....,......,.._......_..,..__....._ _...__- _ i ' 7 ' Windows ; North 121 .01 01 * * ; 01 811 17011 & Glass 1 NE&NW i 0 .01 01 **** 01 01 01 �1 �1 Doors C19 . 1 E&W 170 .01 131 **** i 9101 01 * ** i 0i I 1 � SE&SW 1 0 .01 01 * 1 01 01 * * 1 01 ' South 136 .01 01 * 1 01 01 **** 1 011 Horz 1 0 .01 01 * ** 1 01 01 1 01 1 i i I 81 Othr doors 1a110D117 .5110 .41 01 01 01 01 01 01 ibi i 0 .01 0 .01 Oi Oi 0i o1 0 , 0 ' -_______...__________...._..__......._______.-T1 ._...___._-_______-.__ i 1 1 91 Net 1a112C1 3 .41 2 .01 681 2331 1381 2431 8311 4941 Exposed 1b113C1 1 .41 1 .31 01 01 01 0 , 0i 0 , 1 1 Walls and 1c1 1 0 .01 0 .01 01 0i 01 01 01 01 Partitions 1d1 1 0 .01 Q .01 01 01 01 01 0 , 0 , i I 1e1 1 0 .01 0 .01 0i Oi Oi 01 01 01 0 .0i 0 .01 Qi 0i Oi a1 0i 0 ' 1;101 Ceilings 1a116G1 1 .31 1 .41 01 Oi 01 01 01 01 ibi i 0 .01 0 .01 0i 0i 0i 01 0 � 0 ' 1 1 1C1 1 0 .01 0 .01 Oi Oi Oi 01 01 0 ' I u 1;111 Floors 1a122A130 .81 0 .01 91 2771 O1 361 11081 01 1'' 1 1b119G1 1 .31 0 .01 01 01 0 ; 01 o1 0i 1: 1 1c1 i 0 .01 0 .01 Oi Oi 0i 01 0 ' 1121 Infiltration a 125 .91 5 .81 131 3371 751 811 21021 4671 _____.___.._______________ � ..-_______..._________._ ; ____________________ , 1"131Subtot Btuh Loss=6+8 . .+11+121 :* ** 1 12051 *** 1 * * 1 62721 ** 1141 Duct Btuh Loss i 0% 1 O1 1 001 01 * 1 1151 Total Btuh Loss = 13 .14 1 **** 1 12051 ** * 1 **** 1 62721 * 1 161 µInt . Gains: People @ 3001 21 **** 1 6001 21 **** 1 6001 ` ' APPI . G 12QQ1 11 **** 1 12001 01 1 01 C ;171 Subtot RSH Gain=7•+-8 . .+12+16 , **** , **** , 29231 **** , **** , � G2 , 1181 Duct Btuh Gain 1 0%j **** 1 01 0p1 *** 1 01 ' 191 Total RSH Gain = 17+18 1 **** 1 **** 1 29231 **** 1 **** 1 32621 X201 CFM Air Required 1 *** 1 461 1401 **** 1 2401 1561 Printout certified by ACOA to meet all requirements of Manual Form J - -- MANUAL J : 7th Ed . ---- RIGHT--J : V1 .63 --- TR @ _...,„ - 1 : Nameof Room 1 FOYER 1 DINING ROOM 1 1 21 Running Ft . Exposed Wall 1 29 .0 Ft . 1 7 .0 Ft . 1 1 31 Room Dimensions , Ft . 1 16 .0 x 13 .0 Ft . 1 14 .0 x 12 .0 Ft . 1 1 41 Ceiings ,Ft 1 Condit . Option ) 20 .0 1 heat/cool 1 9 .0 1 heat/cool _. 1 _._.__ ___________ � w 1 TYPE OF 1 1CST 1 HTM 1 Area 1 Btuh 1 Area 1 Btuh 1 EXPOSURE 1 ! NO . : Htg ; Clg ; Length ) Htg 1 Clg ! Length ; Htg 1 C19 1 1 I 5 i I i � 1 2 I C 1 1 I ..� i Gross 1 a 1 1 G C , 3 .4 : .O 1 a�30 , �*�:*� I *'k�* , 6-31 I ExposedI 1 bI 13C ' 1 .4 ' 1 .3t 0 ' t I 88I 1 1 , Walls and I Ci 0 .0 : 0 .0 , 0 : I , 0 ; 1 1 I I I I I I I t 1 I I , Partitions , d , , o .0 1 0 .o , 0 , **** , �*** 1 01 1 1 1 eI 0 .0 , 0 .0 , 01 0 , 1 I I 1 I I o .0 1 1 0 .O ,I of I i OI I I I f l I �*�:SK , *��:* , , ----------------------- 6 : _.,_.._._____.___ ._____.___6 ; Windows ; a ; 3C ; 27 .6 ; ** ; 62 ; 1708: 29 ; 799 ; 1 1 I I & Glass t bI 0 -0 : I o : 0I � o : o , 1 I 1 I 1 I 1 I I Doors Htg ,I C , I 0 -0 : I o : I O 1 I ak*aKW , O , O 1 I I I I 1 d I t o .o , 1 o : 01 0 ; 0 , i I I I I eI 0 -01 I O , 01 , OI Q , I I I I I O .0 ,I OI I I p ,1 I p1 OI I I I I f l t I �*:=K� I l , **** I I I i 1 1 I I 1 I 1 i I 7 , Windows , North , 21 .0 , © , *** , 0 , 0 , ** , OI & Glass ; NE&NW ; 0 .0 ; 0 ; **** ; 0 ; 0 ; ** ; 0 � Doors C19 . ; E&W 170 .0 ; 0 ; �:***: ; 0 , 29 ; *�** ; 2030 , SE&SW , 0 .0 ; 0 ; KIK* ; 0 ; 0 : �k* * ; 0 ; South 136 .0 ; 62 ; **** ; 2232 , 0 ; **** ; o ; I I I t I 1 1 , , HOrZ , O .O , o , **A;* , o , O , **** , O , I .._._----------------------_.._....__.._ __.___..._._._._..._________ 1 I I 8 ; Othr doors ; a ; 1OD ; 17 .5110 .4 ; 0 ; o ; 0 ; 0 ; o ; 0 ; bi i 0 .0 ; 0 .0 ; 0 ; 0 ; 0 ; 19 ; 0 ; o ; ------------------------------- I 1 I Net ; a ; 12C ; 3 .4 ; 2 .0 ; 518 ; 1.772 ; 1054 ; 34 ; 116 ; 69 ; Expose-'d ; b ; 13C ; 1 .4 ; 1. .3 ; 0 ; o ; 0 ; 69 ; 93 ; 87 ; Walls and ; C ; ; 0 .0 ; 0 .0 ; 0 ; 0 ; 0 ; o ; o ; 0 ; Partitions ; d ; 0 .0 ; 0 .0 ; o ; o ; 0 ; o ; 0 ; a ; e : i 0 .0 ; 0 .0 ; 0 ; 0 ; 0 ; 0 ; 0 ; o ; i i ifi i 0 .0 ; 0 .0 ; 0 ; 0 ; 0 ; O ; o ; 0 ; --------------------- ; 10 ; Ceilings ; a ; 16G ; 1 .3 ; 1 .4 ; 2053 ; 261 ; 295 ; 0 ; o ; o ; bi i 0 .0 ; 0 .0 ; 0 ; o ; 0 ; o ; 0 ; o ; ; c ; ; 0 .0 ; 0 .0 ; o ; o ; o ; o ; o ; o ; --------------------------- I 1 I ; 11 ; Floors ; a ; 22A ; 30 .8 ; 0 .0 ; 29 ; 5393 ; o ; 7 ; 215 ; 0 ; ; b ; 19G ; 1 .3 ; 0 .0 ; o ; 0 ; 0 ; 0 ; 0 ; 0 ; c ; 0 .0 ; 0 .0 ; o ; o ; 0 ; 0 ; 0 ; o ; ____.______.__....____ I 1 ; 12 ; Infiltration a ; 25 .9 ; 5 .8 ; 62 ; 1609 ; 357 ; 48 ; 1245 ; 277 ; ; 13 ; Subtot Btuh Loss=6+8 . .+11+12 ; :* ; 6242 ; -**** ; * * ; 2469 ; c l, 1 I c l I I 114 , Duct Btuh Loss , Opo , �**� , On , 0 , ; 15 ; Total Btuh Loss = 13-+-14 ; ; 6242 ; * * ; * ; 2469 ; 1 I 16 ; Int . Gains . People @ 300 ; 0 ; * * ; 0 ; 2 ; ** ; 600 ; Appl . C 1200 ; 0 ; * ** ; 0 ; 0 ; * * ; 0 ; ; 17 ; Subtot RSH Gain-7+8 . .+12+16 ; :* ; ** ; 3938 ; * ; *** ; 3063 ; ; '18 ; Duct. Btuh Gain ; 0% : **** ; o : 0% : 0 ; ; 19 ; Total RSH Gain = 17+18 3938 ; 3063 ; 120 ; CFM Air Required ; ; 239 ; 188 ; ** k* ; 95 ; 147 ; Printout certified by ACCA to meet all requirements of Manual Form J -_.-- MANUAL J : 7th Ed . -- RIGHT-J " V1 .63 ------- TR @ 1 ; Name of Room ; STUDY MASTER BATH , 2 ; Running Ft . Exposed Wall ; 11 .0 Ft . ; 29 .0 Ft . 3 ; Room Dimension , Ft . ; 11 .0 x 9 .0 Ft . ; 16 .0 x 1.3 .0 Ft . ; 4 ; Ceiings ,Ft ; Condit . Option ; 9 .0 ; heat/cool. ; 8 .0 ; heat/cool--------------------- ; TYPE OF ; ; CST ; HTM ; Area ; Btuh ; Area ; Btuh ; _ i EXPOSURE ; ; NO . ; Htg ; C19 ; Length ; Htg i Clg ! Length ; Htq Cl.a , 1 1 0 1 99 ; *** ; ,*: ; 232 ; Gross , a , 12C1 3 .4 , � , Exposed , b , 13C , 1 .41 1 .3 721 Walls and 1c1 , 0 .0 , 0 .0 , 0 , :*�c* j K* K* i O Partitions , d , 1 0 .0 , 0 .0 , O , 1f 1i 1 i 0 .0 ; 0 .0 ; 0 ; * ** , * , 0 , _.___,.,._ __.._ _.,-_.. __.._ _ i 61 Windows ; a ; 3C ! 27 .61 *;* ; 36 ; 992 ; 231 634 ; 1 i Doors Ht 1c ; 0 .0 ; * ; 0i 01 * * ; 0i 01 1d1 1 0 .0 ; ** 0 ; 01 * 0 ; 01 * � e 1 0 .0 ; * ; 01 0 ; ***-* ; 0i O i: fl 1 , i -.._..._-,.___......... .......__.._._ i .._......_ ,,.,...----------- 1 ----------------------------------- 1 7 ; Windows North North , �.1� � .0 , 0 ,� 1 ��,�*, ' 0i 181 **�� � 378 ; , � ' & Glass 1 NE&NW 1 0 .0 ; 01 0i 01 ** * 0i Doors C19 . E&W ; 70 .0 ; 361 * ** i 2520 ; 5 ; * * ; 3501 ' SE&SW ; 0 .01 01 0 ; 0 ; ***:* 0 ; 1 South ; 36 .0 ; 01 ** ; 0 ; 0 ; * * ; 0 ; 1 1 Harz ; 0 .0 ; 01 **** i 01 01 **** , 011 1 1 8 ; Othr doors ; a ; 10D117 .5 ; 10 .4 ; 0i Oi 0i 0i 0 : o1 ibi i 0 .0 ; 0 .0 ; 0i 0i 0i 0i 0i 01 9Net 1a ; 12C ; 3 .4 ; 2 .01 631 215 ; 128 ; 209 ; 715 ; 425 ; Exposed ib ; 13C ; 1 .4 ; 1 .3 ; 721 97 ; 91 ; 0 ; 0 ; O Walls and ; c ; ; 0 .0 ; 0 .0 ; 0 ; O ; 0 ; 0 ; 01 0 , Partitions ; di ; 0 .0 ; 0 .0 ; 0 ; 01 0 ; 0 ; 0 ; O , ; e1 ; 0 .0 ; 0 .01 0 ; 0 ; 0 ; 01 0 , 01 O .O ; 0 .0 ; 0 ; 0 ; 01 0 ; 0 ; 0 ; --------------------- 1 ; 10 ; Ceilings 1a ; 16G ; 1 .31 1. .41 01 0 ; 0 ; 208 ; 261 ; 2951 ibi 1 0 .01 0 .01 0 ; 0 ; 01 0 ; 01 0i 0 .01 0 .0 ; 0 ; 0 ; Oi 0 ; 0 , 0 ' _,...-_-,.__......,....------.__....____._-_.-_. 1 ------...... __.__.. - _..- 1 111 ; Floors is ; 22A ; 30 .8 ; 0 .0 ; 11 ; 339 , 01 0 ; 0 ; 01 ; b ; 19G ; 1 .3 ; 0 .01 0 ; 01 01 0 ; 0 ; 0 1c ; ; 0 .0 ; 0 .0 ; 0 ; 0 ; 01 0 ; 0 ; 0 ; 12 ; Infiltration a ; 25 .91 5 .8 ; 361 9341 208 ; 231 597 ; 133 ; ; 13 ; Subtot Btuh Loss=6+8 . .+11+12 ; -***.* ; 2577 ; ** :* ; **** ; 2206 ; 1 ' O o ; 0 ; **** 1 O n ; 0 ; *** ; , 14 , Duct Btuh Loss � ***:* 1 2577 ; ***� ; **** 1 22061 **** 1 15 , Total Btuh Lass = 13•+-14 1 1 1 Int . Gains: People @ 300 ; 1 ; **** ; 300 ; 2 ; **** ; 600 ; Appl . @ 12001 0 ; **** ; 01 01 **** ; 0 ; 1171 Subtot RSH Gain=7+8 . .+12+16 ; **** 1 **** ; 3246 ; **** ; **** ; 2181 ; ; 18 ; Duct Btuh Gain ; 0% : 0 ; 0% j **** ; 0i ; 191 Total RSH Gain = 17+18 1 **** ; **** ; 3246 ; **** ; **** ; 2181 ; ; 201 CFM Air Required i ** 1 99 ; 155 ; -K *:* ; 85 ; 104 ; Printout certified by ACCA to meet all requirements of Manual Form J •-•- MANUAL J : 7th Ed . ------- RIGHT-J : V1 .63 _- - TR @ ----------- 1 : Name of Room ; MASTER BEDROOM ; BEDROOM 2 1 2 ; Running Ft . Exposed Wall ; 46 .0 Ft . ; 12 .0 Ft . ; 3 ; Room Dimensions , Ft . ; 23 .0 x 16 .0 Ft . ; 14 .0 x 13 .7 Ft . ; ,,+ ; Ceiings ,Ft ; Condit . Option ; 8 .0 ; heat/cool ; 8 .0 1 heat/cool. 1 ---------------------- --------------------- TYPE 1 _.._._..________-___.-_____ 1 TYPE OF ; ; CST ; HTM 1 Area ; Btuh ; Area ; Btuh ; EXPOSURE : NO - ; Htg ; Clg ; Length ) Htg ; Clg ; Length ; Htg ; Clg 1 S 1 Gross ; a ; 12C : 3 .4 : 2 .01 368 ; k*** ; -i: k k : ; 96 ; S Exposed ; b ; 13C1 1 .4 : 1 .3 ; 0 ; I I Walls and ic : ; 0 .0 ; O .O ; 0 ; Partitions IdI 0 .01 0 .0 , 0 , 1 0 : 1 Ie :I I 0 .01 I 0 .01 I 01 I I I 0 I I I I 1 * * 1 * , , I I I I I I I I 1 1 f I I 0 .0 , 0 .0 : 0 , **** , **** , 0 , - - -------------------- - 61 Windows ; a1 3C ; 27 .6 ; * ; 711 1956 ; ; 261 716 ; *W ; I I I I wGlass I bI Q .O , I 0 , 0I 01 QI I I I Doors Htg . : c ; 0 .01 I 0 , 01 , 0 , 0 , I * , I 1 d 1 0 -0 : I 0 , 01 Q , 0 : 1 I I IeI 10 .01 * 1 0 , 01 * *>K , 0 , a , *X* , I I I I I 1 1 1 I I I f l l 0 -0 : , 0 ; 0 : ;K*�� 1 O , 0 , I --------------------- ______.__..__....,_v.__M.-.71 Windows ; North ; 21 .0 ; 711 * * ; 1491 , 13 ; *:** K ; 2731 1 & Glass ; NE&NW ; 0 .0 ; 0 ; 01 01 01 1 I 1 i Doors Clg . 1 E&W 170 .01 0 ; ; 01 131 ; 910 , I 1 ' SE&SW ; 0 .0 ; 01 * ** ; 0 ; Q ; ; 01 1 1 1 I I I I I I 1 1 1 South 1 36 .0 , O 1 *** , 01 0 , **�c*: I 01 I I I 1 1 1 Hort , 0 .0 ; o , **** , O1 a , *** , of I _w._._ I ___.._._______________. � ___________________._ I 81 othr doors ; a ; 10D117 .5110 .4 : 01 01 01 0 ; 0 : 0 ; ; b ; i 0 .0 ; 0 .01 0 : 0 ; 0 ; 0 ; 0 ; 0 : ------------- 9 : ___...,........,.-_..,-_..........9 : Net 1a : 12C : 3 .4 ; 2 .0 : 297 ; 10161 604 , 701 239 : 1421 Exposed 1b : 13C ; 1 .4 ; 1 .31 0 ; 01 01 0 : 01 01 Walls and ; c1 ; 0 .01 0 .0 ; 0 ; 0 ; 0 ; 0 ; 0 ; O ; 1 Partitions ; d ; 0 .0 ; 0 .0 ; 01 a ; 01 O ; o ; 01 E' i i 0 .01 0 .01 0 ; 0 ; a ; 01 0 ; 0 ; 0 .0 : 0 .0 ; 0 : O ; 01 01 01 01 w, I -------------------- 110 ; Ceilings ; a ; 16G : 1 .3 ; 1 .41 368 ; 461 ; 522 ; 192 ; 241 : 272 ; ; b ; i 0 .01 0 .0 : 0 : 01 01 0 : 0 ; Q : 0 .01 0 .01 01 01 0 ; 0 ; 0 ; 0 ; 1 .__ I ----------------------- I 1.1. 1 Floors ; a : 22A ; 30 .81 0 .01 0 : 0 ; 0 : 01 01 0 ; 1b119G1 1 .31 0 .01 01 0 : 0 ; 0 ; 0 : 0 ; 1 i ici 1 0 .0 ; 0 .01 0 : 0 ; 0 ; 0 ; 0 ; O ; I __._________- I -------------------- 112 ; _________________1121 Infiltration a ; 25 .9 ; 5 .8 ; 711 18421 409 ; 261 6751 1501 -_.________ I _________________..__ I 113 ; Subtot Btuh Loss=6+8 . .+11-x12 ; ; 5276 ; ** ; *** ; 1871 ; I I 1 a 1 1 1 a 1 I i 14 1 Duct Btu.h Loss 1 0 p 1 0 : , 0% ;1 0 1 ; 151 Total Btuh Loss - 13+14 ; *:* * ; 5276 ; ** ; **+ ; 1871 ; I ___ I ------------------ 1V1 ________________11£ 1 Int . Gains : People @ 300 ; 21 ** 600 ; i ; * :* 300 ; App l . @ 1200 : 01 * :* ; 0 : 0 : k k :* ; 0 ; 117 ; Subtot RSH Gain=7+8 . .+12+161 1 ** W ; 3627 ; **** ; *** ; 2047 ; I 18 1 Duct Btuh Gain 0% ; 0 I 0% ; , 0 ; 119 ; Total RSH Gain = 17-x18 3627 ; 2047 ; 1201 CFM Air Required ; ;** i 202 ; 174 ; *** ; 72 ; 98 ; Printout certified by ACCA to meet all requirements of Manual Form J ---- MANUAL J : 7th Ed . ----- RIGHT-J : V1 .63 --- --- TR @ 11 Name of Room ; BATH 1 1 LAUNDRY 1 2 ; Running Ft . Exposed Wall ; 9 .0 Ft . ; 9 .O Ft . 1 1 31 Room Dimensions , Ft. . 1 10 .0 x 9 .0 Ft . ; 8 .0 x 9 .0 Ft . ; ; 41 Ceiings ,Ft ; Condit . Option ; 8 .0 1 heat/cool 1 8 .0 ; heat/cool TYPE OF 1 : CST : HTM 1 Area 1 Btuh ; Area 1 Btuh ; EXPOSURE : 1NO . : Htg : Clg ! Length : Htg : C19 : Length : Htg : Clg 5 ; Gross ia , 12Ci 3 .4 , 2 .0 , 72 , ** kK , * ** , 72 , i Exposed ib , 13Cj 1 .4i 1 .31 Walls and ; c ; ; 0 .0 ; O .O ; O ; *** ; ** ; 0 ; partitions , , i � , , lei ' O .O ; 0 .0i 0 ; ,** , **** i 0 , f i 1 0 .0 ; 0 .0i 0 ; ***:* ; **** ;I O ; -?k?K�K*_; _* _ i ; Windows ,----------- , a ,i 3C ; 27 .6 ; 0i 0 ; 9i 248i i & Glass ; b ; ; 0 .0 ; *, ; 0 ; 0 ; * ; 0 ; 0 ; ** K Doors Htg . ic ; ; O .O ; ; a ; O ; * ** ; 0 ; 0 , , i i i i i i le0 .0 ; *� ; 0 ; 0 ; * * ; 0 ; 0 ; � ' 0 .0 ; :: ; 0 ; 0 ; k ** ; 0 ; 0 ; ' ' O , ; ;7 ; Windows ; North 121 .01 **** 0 , & Glass ; NE&NW ; 0 .0 ; 0 ; * ; 0 ;0 ,' q 9 * -* ; 0i � i i ; �:**�c ; 6301 ' Doors Clg . , E&W , 70 .0 , SE&SW ; 0 .01 0 ; **** ; 0 ; 01 0i 0 ' a ' 01 0 , South , 36 .0 , i1 **** ' 0 ; 0i ** ; 0i r�orz o .o , a , '8 ; Othr doom ; a ; 10D ; 17 .5 ; 1a .4 ; o ; o ; 0 ; 0i O ; a ; b ; ; 0 .0 ; 0 .0 ; 0 ; Oi 0 ; 0i 0 ' 0 ; ; 9 ; Net ; a ; 12C ; 3 .4 ; 2 .0 ; 72 ; 246 ; 146 ; 63 ; 215 ; 128 ; ' Exposed ; b ; 13C ; 1 .4 ' 1 .3 ; 0 ; 0 ; 0 ; Oi 0i 0i Walls and ; c ; ; 0 .0 ; 0 .0 ; 0 ; 0 ; 0i 0 ; 0 � 0 ' ' Partitions ;'d ; i O .Oi O .Oi 0 ;� 0 ;� O ; Oi0i' a 4i , ' I; I; e ,' i 0 .0 , 0 .0 , Oi 0 , OiI Oit 0 , ' ai 0 ; a ; 0 ; 0i ------------------------------- 1 __.._-__...________.._.._...___ ; �,0 ; Ceilings ; a ; 16G ; 1 .3 ; 1 .4 ; 90 ; 113 ; 128 ; 72 ; 90 ; 1a2 , ' ` ' ib ; ; 0 .0 ; 0 .0 ; 0i 0 ; 0 ; 0 , 0 , 0 , Gi ; 0 .0 ; 0 .0 ; o ; ai Oi O ' O ' 0 ' � ___________�_. .._ Floors ; a ; 22A ; 30 .8 ; 0 .0 ; 0 ; 0 ; 0 ; 0 ; 0 ; i ; b ; 19G ; 1 .3 ; 0 .0 ; 0 ; 0 ; 0 ; 0 , 0 , a , lei i 0 .0 ; 0 .0 ; 0 ; 0i 0 ; 0i 0 ' 0 ' i ' Infiltration a ; 25 .91 5 .81 O ; 0 ; 0 ; 9 ; 234 ; 52 ; ; 13 ; Subtot Btuh Loss=6+8 . .+11+12 ; * * ; 359 ; ; W* ; 787 ; * , 114 ; Duct Btuh Loss ; 0% ; 0 ; **** ; O p ; 0 : ** ; 115 ; Total Btuh Loss _ 13+14 ; ** ; 3591 * ; 787 ; * ; _-----_._...._v._ _ ___.._. i ___._..__-_.._�.__..___..__�._ - i ----------------- � ,E i ;116 ; Int . Gains : People @ 300 ; 0 ; * ; 0 ; 1 ; *: * ; 300 , APPI . @ 1200 ; 0 ; ** ; 0 ; ;17 ; Subtot RSH Gain=7+8 . .+12+16 ; ** ; ** * ; 274 ; .*** ; * * ; 241.2 ; ;;18 ; Duct Btuh Gain ; 0% : *** ; 0i 0% j ** ; 0 ;'19 ; Total RSH Gain = 17+18 ; * * ; * ** ; 274 ; ** ; ; 2412 ; 1,20 ; CFM Air Required ; ** ; 14 ; 1.3 ; *** ; 30 ; 115 ; -- Printout certified by RCCA to meetall requirements of Manual Form J _..__._._ MANUAL J : 7th Ed . ------- RIGHT-J : V1 .63 ---------- TR @ 4 1 ; Name of Room ; BEDROOM 3 ; ;" 2 ; Running Ft . Exposed Wall ; 42 .0 Ft . ; Ft . 3 ; Room Dimensions , Ft . ; 12 .0 x 19 .0 Ft . ; x Ft . 4 ; Ceiings ,Ft ; Condit . Option ; 8 .0 ; heat/cool TYPE OF ; CST ; H1TM ; Area ; Btuh ; Area ; Btuh ; FXPn�LJRF ; NO . Htg ! Clg iLength ; Htg ; Clg ; Length ; Htg C19 Exposed : b : 1.3C : 1 .4 1 1 -31 Walls and , c , i 0 .01 0 .01 01 Partitions : d : 1 Q .Oi 0 .0 : Q1 6 , TVWindows a 3C127 .61 5K* 44 1212 i i & Glass , b , , Q .O , i i 0i Doors Htg . , c , , 0 .0 , , 0 , 0 , ' 0 .0 ' ' O1 0 ifi , * , i ' --------------------------- ------------------- - _ _ ---- _ _ __ _ i i ri Windows1 North 121 .Q1 01 K**�c i 0 , . i & Glass 1 NE&NW : 0 .0 0 : Doors Clg - E&W : 70 .0 : 441 k*** 3080 : SE&SW : O .Oi O : K* 1 01 1 * * 11 South ! ,-6 .01 0 : ,+ : O1 *'* * Hort 1 0 .0 : 01 ** 01 i , i ' 81 Othr doors : a : lOD117 .5 : 10 .4 : O : O : O : 1b1 : 0 .01 0 .01 0 : O : O : i 91 Net : a : 12C : 3 .41 2 .0 : 2921 9991 594 : Exposed 1b113C1 1 .41 1 .31 0 : 0 : 01 Walls and 101 i 0 .01 0 .01 01 O : O : Partitions idi i 0 .0 : 0 .0 : O : O : O : 0 .01 0 .0 : 01 O : O : 0 .01 0 .01 01 O : O : is 1 .01 Ceilings : a : 16G1 1 .31 1 .41 2281 2861 3241 11 1 : b : i 0 .01 0 .01 01 01 01 1 101 : 0 .01 0 .01 O : O : O1 ' - ___ ----------------i :� lj Floors : a122A130 .81 0 .01 2281 70181 1b119G : 1 .31 0 .01 01 01 01 : 1 101 : O .O : Q .01 01 O :----------------------- 1'121 Infiltration a 125 .91 5 .81 441 1142 : 2541 11131Subtot Btuh Loss=6+8 . .+11+12 : * :* : 106561 , 14 , Duct Btuh Lose Q « i 0 1 1151 Total Btuh Loss = 13+-14 106S6 , 1161 Int . Gains = People @ 3Q01 1 : * * 1 3001 '' ' APPI . @ 12001 01 :K 1 01 1 * : .i ' *** K ' , 17 , Suk�tot RSH Gain=7+8 . .+12+16 '� � � 4551 : 1,18 : Duct Btuh Gain : Op : 1 i c ' :** * ' **** ' 45.51 ' , 19 , Total RSH Gain = 17+18 :1201 CFM Air Required : :*** 1 4081 2181 ?- Printout certified by ACCA to meet all requirements of Manual Form J 4 i MANUAL J " 7th Ed . RIGHT--J " V1 .63 TR @ i RIGHT•-.) WINDOW DATA Job { " PINNACLE HOMES 3-30-93 W S D W G L S S 0 N A S 0 0 W C W S rj K T A L 0 T H V G N H V V H H _ N ti rl L A w R A H L_ G iW R I w w L 7 E M D G 7 L 0 X Y T M R R MORNING ROOM -x n n a c n n n n 2 90 1 .0 0 .0 0 .0 1 .0 21 .0 53 .0 0 .0 n w a c n n n n 2 90 1 .0 0 .0 0 .0 1 .0 70 .0 42 .0 0 ,0 KITCHEN ll w a c n n n n 2 90 1 .0 0 .0 0 .0 1 .0 70 .0 13 .0 0 .0 LIVING ROOM a n n a c n n n n 2 90 1 .0 0 .0 0 .0 1 .0 21 .0 81. .0 0 .0 FOYER a n s a c n n n n 2 90 1 .0 0 .0 o .0 1 .0 36 .0 62 .0 0 .0 DINING ROOM a n e a c n n n n 2 90 1 .0 0 .0 0 .0 1 .0 70 .0 29 .0 0 .0 STUDY a w a c n n n n 2 90 1 .0 0 .0 0 .0 1 .0 70 .0 36 .0 0 .0 MASTER BATH a m n a c n n n n 2 90 1 .0 0 .0 0 .0 1 .0 21 .0 13 .0 0 .0 a w a c n n n n 2 90 1 .0 0 .0 0 .0 1 .0 70 .0 5 .0 0 .0 MASTER BEDROOM a n n a c n n n n 2 90 1 .0 0 .o 0 .0 1 .0 21 .0 71 .0 0 .0 i BEDROOM 2 a n n a c n n n n 2 90 1 .0 0 .0 0 .0 1 .0 21 .0 13 .0 0 .0 a n w a c n n n n 2 90 1 .0 0 .0 0 .0 1 .0 70 .0 13 .0 0 .0 i BATH 1 LAUNDRY a Tl a c n n n n 2 90 1 .0 0 .0 0 .0 1 .0 70 .0 9 .0 0 .0 BEDROOM 3 a n a a c ri n n n 2 90 1 .0 0 .0 0 .0 1 .0 70 .0 35 .0 0 .0 a r, w a c n n n n 2 90 1 .0 0 .0 0 .0 1 .0 70 .0 9 .0 0 .0 i MAP SHOWING BOUNDARY SURVEY OF ' LOT BLOCK -7V-' AS SHOWN ON .SAP OF Z26g &14— � 4zy n AS RECORDED IN PLAT BOOK PACES- 94 PAGES -94 OF INE PUO9!iC RECORDS Or DUVAL COUNTY, Fi.GR/DA 011c 04105 ril tl� o r� 25 oo N cl ( 0 d 74 7 6" o °' C11 O eviller o Off° "f 0 7, o (Yl y" dr •• i D2>�a�Qs `• 0 0c,20as 0 1 Cd`„ r '' ° �• 89 +4/ • JUN 3 01993 Building and Zoning NOT VAiUD UNLESS E,45OSSO W t-H SEAL OF THE UN«7E'ii STONED. BEAR,Nd S BA SFU Cir_S, L NE AS SH,' c THE PROPERTY SH04N HEREON APPEARS TO LIE Y4 HIIJ FLOOD HAZARD ZONES 40AS SCALED FRoM FL0OD INSURANCE RATE MAP and FOR 4r44,,.lr16 616- ,46W FLOkIDA, DA iED .—� �--- TRI—STATE LAND SURVEYORS, INC. 3411 SA XWEA00PkS WA Y SUI TE 112, )ACKSONWLLZ FLORIDA 32256 1/904) 7.3,-72,35 &XIVD I HEREBY CERTIFY ?IAT THE ABOVE LANDS HERE SURVEYED UNDER MY • ``� w1ppv RESPONSiBILE SUPERW51o,N AN" MCC 770N, Tf,'AT THERE ARE NO • w_w xa, ENCROACHMENTS EXCEPT AS SHCW,'V AAA) THAT 77+E` SURVK'Y SiiOA (x7 wn; W I s 4r44) HEREON MEETS THE 0NAILU 1 TECHNICAL STANDAR.7S SET FORTH BY -X_MCC THE FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO SECnO.N o IRAN cat.(;rwND) 472.027, FwORIDA STATUTES. arae cur 9AL OV20fNC R147RiMW UNC • F-W7 044,00 7 LARRY G. EDDY, P.L.S. No. 4144 R/b 0vC►7-4y-1wAr C- n� - GVV CSO vV, y. 0 ASYA SCAT. ' f CSV vwhf &IC M CA'ID/IION;A6 PAO RE sTER VFYORo TE Cf FLORIDA RJ RADIA 01SrAVCf DA A. 3-04 9 3 d awanr F ORDER ARCHITECT/ENGINEERS CERTIFICATION COASTAL CONSTRUCTION CODE FOR ALL mAJ R STRUC URE RI A O BE LOCATED WITHIN CITY OF ATLANTIC 2/ f� PHONE NO. ' /DATE APPLICANT' S NAME r /nom/ �CAS OWNER NAME: �>� ' --R.E. TAX NO. TYPE OF PROJECT: New Home ( )Residential Addition ( )Garage ( )Pool ( )New Commercial ( )Commercial Addition ( )other 911 STREET ADRESS: ( ) We 'claim the structure to be exempt as follows: one ( ) Garage with no provision for occupancy and two family only ( ) Pier, Dock, etc. - ( ) Other (specify) I also certify that no st t cuseewitho t beinglisted above mupgraded be �deo lfully or converted to a non-exemp comply with the ordinance . Signed- ----Date------------------------- ----------------------- CERTIFICATION This certifies that the plans and specifications submitted and sealed by the undersigned meet all criteria set forth by the City of Atlantic Beach Coastal Construction Code. Roof covering is exempt from the 110 mph requirements of the Coastal Construction Code, but meet all the other requirements of the City of Atlantic Beach Building Code. . V15" The structure including foundation, frame, roof decking, exterior walls and floors has been designed for wind loads of 110 mph, with all design complying with. the 19 Chapter 12 , Standard Building Code. ------------------------------------------------------- ------- (� Windows, doors and all other exterior devices comply with the 110 mph wind load. (y'r The structure is located outside the area affected by wave forces, OR ( ) The structure is capable of withstanding wave forces resulting from a wave crest height of feet above MSL including uplift forces. - - ()" The structure is located in FIA Zone A and the foundation design has considered possible exposure to water and erosion . OR ( ) The structure is located in FIA Zone X and the foundation will not be exposed to hydrodynamic, hydrostatic loads or water scour, OR ( ) Foundation design has been completed with floor elevation above the specified stillwater elevation, and to resist wave , hydrodynamic, hydrostatic and wind loads acting simultaneously with dead loads. Erosion computations for the foundation design have taken into account the projected 30-year erosion losses from. a 100 year storm event and all vertical and lateral erosion including scour caused by the structural components. --j- '` -------------------------------------------------------- t No excavation of dunes is included in this project, OR ( ) Dune excavation permit is attached. ----------------------------------- ------------------ --------------- ---------------------------------- --------- Certified this 24 day of �t _ , Z= 19, (SEAL) Florida Architect's License No. Professional Engineer's License No. ;2 ad q 6 Form:J06U 08/01/82 State of: Florida 901147 County of: DUAL Permit No: Tax Folio No: 169519-0715 NOTICE OF COMMENCEMENT 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. Description of Property (legal description and street address if available. See-E�drj:bit-,-A'-Attad7edliereta-and inadt a hmmof XXXX NICOLE LANE Lot 1 TIFFANY BY THE SEA, Plat Book 46 ATLANTIC BCH FL 32233 Pages 94 & 94A, Current 2. General description of improvements: Public Records Duval County, Florida. Construction of Single Family Dwelling 3. Owner information: a. Name and Address: Lorraine M. Vukich 4986 Maybank Way Jacksonville, Florida 32225 b. Interest in Property: FEE SIMPLE c. Name and address of fee simple title holder (if other than owner): 4. Contractor(Name and Address): Pinnacle Homes, Inc. P.O. Box 1397 Ponte Vedra Beach, FL 32204 5. Surety a. Name and Address b.Amount of Bond: $ 6. Lender(Name and Address): FIRST UNION NATIONAL BANK OF FLORIDA Construction unit 826 White Street Daytona Beach, Florida 32117 Attn: Deborah Oleksa 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 BARTLE'IT & MILLER 615 HIGHWAY AIA SUITE 101 PONTE VEDRA BCH, 32082 COLLEEN to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (b), Florida statutes: 9. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): Owner: LORRAINE M VUKICH Owner: Owner: Owner: Sworn to and subscribed before me this 7th day of June, 1993. Notary Public My commission Expires: 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 WAT1..R 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 & BATA J(8) TUB OR SHOWER STALL (6) I Z IWATER CLOSET WATER CLOSET, TANK OPERATED (4)q VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WAIL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) Z- LAUNDRY TRAY (2) 3 LAVATORY (1) 3 COMBINATION SINK AND TRAY (3) t WASHING MACHINE (3) 3 . POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF w F T R A& -WASH (2) �K-+1°eff-FN SINK (2) 2- DENTAL LAVATORY (1) 1 -KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) TBIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LICE 'MAKER LAVATORY, BARBER/BEAUTY (1/2) ,1 SHOP (2) d i SURGEONS SINK (3) LAVATORY, SURGEONS (2) _JACUZZI ('2) LURINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS, 'J @ $20.00 EACH $ 6 3Q . o c JOB INFORMATION___.. CITY OF rrtic �eac� - ��Cyuda 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 July 6 , 1993 Lorraine Vuchich 655 West Eighth Street Jacksonville, Florida 32209 re: Variances for Lot 1 , Tiffany by the Sea Dear Mrs. Vuchich, This letter shall serve to grant to you a Minor dimensional Variance in accord with Section 24-47(8 ) , permitting you to have a .front and rear setback reduced by 10% each ( front from 20 ' to 18 ' , rear from 25 ' to 22 . 5 ' ) . It is the understanding of this department from conversations with Tiffany by the Sea management that they are in agreement with this grant of minor variance. All other Zoning and Building Codes, and required setbacks shall be complied with. If any questions arise please feel free to contact me at City Hall or by phone at 247-5826 . Sincerely, OKGeorge Worley, II Community Development Director cc: File BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH 7 7 ATLANTIC BEACH, FLORIDA 52288 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: OF Intersecting Streets: Between And BUILDING Sub-division II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attacft-ed plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contraefor (Print) 72 Master A- (A ko Name of Property Owner G P Signature of Owner Signature of or Authorised Architect or Engineer 111. GENERA FOR A, Type of hostin fuel: E3. 15 OTHER CONSTRUCTION BEING DONE ON * Electric THIS BUILDING OR SITE (S ❑ Gas--0 LP E3 Natural O Central Utility /vT IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT 7Q ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) Y Residential or ❑ Commercial Heat ❑ Space ❑ Recessed Control O Floor New Building p Air Conditioning: ❑ Room Central ( ❑ Existing Building / 0 Duct System: Material 111�2 jllq J(Thickneu O Replacement of existing system Maximum capacic f.m. New installation(No system previously installed) CI RefrigerationElExtension or add-on to existing system C) Cooling tower: Capacity q.p.ns. 11 Other — Specify ❑ Fire sprinklers: Number of heads_ ❑ Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE POR OFFICE USE ONLY ❑,Gasoline pump (number) (Rose*) Q, Tanks (number) Remarks ❑ LPG container (number) ❑ Unfired pressure vessel ❑ Bollen Permit Approved by Do Q Other — Specify Permit Fe- LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capacity Number Units Description Model Number Manufacturer (Tons) A y c/d Z. L DATING • FURNACES, BOILERS, FIREPLACES apaIy�q � v Number Units Description Modal Num Maaufaaturer (STV)U) v0 �. TANKS Now ManyNowind anDi y TYPO Liquid Name of Serial Approving Contained Menufaaturer No. Agency CITY OF ATLANTIC BEACH FLORIDA App►ovwd by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE A PART HEREOF, AND IN ACCORDANCE WITH THE IE ELECTRICAL REGULATIONS,TH THE ATTACHED CODES AND CITYNS ANDNOF WHICH ARE ATLANTIC BEACH ORDINANCES. ` l IRE JOURNEYMAN OJ~� ELECTRICAL FIRM: 23It MASTER ELEC RCCIGAN, 1 NAME ADDRESS: a o /� �c /1 `G —RFD BOX 17:7 BLDG.SIZE BETWEEN: - RES.(VI APT.1 f COMM.1 ! PUBLIC ( 1 INDUS.1 1 NEW( 1 OLD( 1 REW.( 1 ADDITION 1 1 TRAILER ( 1 TEMP.( f SIGNS ( 1 SQ. FT. Y1 INCREASE ( 1 REPAIR ( 1 FEE SERVICE: NEW AMPS COPPER ALUM. CONDUCTOR SIZE, J _ SWITCH OR BREAKER PH W VOLT 6tkk- RACEWAY �� J, EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS - CONCEALED OPEN TOTAL, RECEPTACLES CONCEALED OPEN TOTAL wy 0.30 AM A. 31.100 AMPS. SWITCHES `. INCANDESCENT FLUORESCENT&M.V. FIXED _O.too AMP$. I OVER APPLIANCES.,..., . _ ... BELL TRA NSF. CONDITION(Nd,' COMP.MOTOR OTHER MOTORS AMPS CEiL HEAT: KW-HE AIR H.P.RATING H.P.RATING' AT O.1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLAN MUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA N0. lKVA NO.NEON TRANSF. [No. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES , 7277 M' DEPARTMENT OF SUILbING s x � CITY OFATLANTIC BEACH 1? R3 INFORMATIONLOCATION INFORMATION -- __-__ r. it Number,. 7277 ddre.s : 88 NICOLE LANA i rm tTypo* MECHANICAL ATLANTIC BEACH, FLORIDA 32233 « i s of Work,- NEW _.. .. . LEt AL. DESCRIPTIC)N _ - __--___ VOOD FRAME ot# 1 Block: Section: ` 7K Istd Use;: SINGLE FAMILY Township: RNG: 0 Cade. ubdivision. TIPPANYBY THE SEA Hit. meted VaiiAe Improv.. Cotit : $0 .00 Tota I Feed : $43,Dfl' "Amo n . �° $43,00 k s 93 s 1? AL HEAT AND AIR IN NEN SINOL. FAMILYRESIDENCE 771 .; .. _..,. TION APPLICATION FEES , :PERMIT43 .00 � LANE > ? TN 1"IMPACT FEE010.00 r C ,,FLORIDA ,y B� P C EE {t .4th RAD, OA -H.R. S. $CI.Cit} C R ORMATIO RADON 10AE 5 + . U1� .w. •4 Tom- SEE""TAP NLP `O A.CH, FLORIDA` 32233 T�YDRi�t�Ll� SHARE $0 .00 i 4ir `; TIve:" 3 C,XPITAL IMPROVE. I is SZC,,tI IMPACT FEE � aD .ryft j S. NOTICE ALL COMCA19TE FOAMS ANP FOOTINGS MUSTAE INSPECTED 131EFORE POURING � j PERMIT VOID SIX MONTHS AFTER-,PATE OF 1550E r EI 111i�t3"MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT SE PLACED IN.PUBLIC SPADE,AND MUST BE , AED UP AND:f�IAULED,AWAY BY 1:ffHEfl ONTRACTQR OR OWNER .. R COMPLY 1II� TH THE 11J#ECHANIC ' LIEN L.A1Af CA RESULT IN j E OP9 C :1�It#WIE# AY11lGi T #CE FI SUi1�. 1N0 IMPR�E tITi . ' CORDING TO APPROVED PLANS WHICH ARE PART QF THIS'PI RM,I AN1�*BJEGT b ION FOR ON QFAP#�fICABLEPRQVISIQNSOFLAW. TENIM 43.Qi IiI IPT KIM: 10455 ArfL/ tT)C BEACH BUILDING DEPARTMENT 3 . { 1M tt55 . CITY OF 0q&4a is &44CA-&;&"- 7 7 7 ,Office cf Building Offici 7/ / REQUEST FOR INSPE N J7 � Date / / Permit No. Time A.M. Received PM. U O J e Job Address Locali Owner's ` Name tractor �oofing > NCRETE ELECTRICAL LUMBING MECHA K Footing ❑ ough Wiring Rough ❑ Air Cond. & ❑ Slab ❑ Temp Pole ❑ Top Out .Heating Insulation ❑ Lintel D Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Wed. Thurs. Friday ® �©Z S° Inspection Made P.M. Inspector f/:Final Inspection El Certificate of Occupancy ❑ Date TRANSMITTAL DOCUMENT FOR :SEA DATE: ✓c j , , ;? f '� The following permits have passed "rough" inspection: Permit No. Address 4 l R�ae�cxxxkcx �xxt �x� m�x Please update your records accordingly. Thank you BUILDING CLERK CITY OF ATLANTIC BEACH /vcb ,rpt .r,p N TIM�� ATE FOR f' #tM11F t TtlV4 M OF �. c .rF1L.I- ���,,,/// ��aUMBEP 1N,ti.{;.L'AI.L PHONE AREA GOOFh,(.yrII�Y E Ct%1t11 ::;F3 TOP5 FORM 4006 SIGN 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 -t t if lip / 4pgotm sle L_1__ -- 4 � It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, onv part of the work with flooring, lath, earth or other material, until the proper inspector has hod ample time to apyrove the installation. JK� After additions or corrections have been made, callBuilding aartt tent for„Dn ins ection. Field Inspectors are in the office from ij!�SL�to Monday through Friday. PLUMBING ELK Bl B-4 PRESS HARD-USE BAIL POINT PEN CITY OF f C Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time f c A.M. Received r z Al C J ! re Lopblity Owner's Name Contractor l DING CONCRETE ELECTRICAL PLUMBING MECHANICAL ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation yqLintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION,._.._-....__ ell M Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made _PK Inspector Final Inspection ❑ Certificate of Occupancy [7- Date Date CITY OF ATLANTIC BEACH APPLICATION FO4PLUM NG PERMIT JOB LOCATION:--- ----- OWNER OF PROPERTY: ----------------- --- - ------ BUILDING ----BUILDING CONTRACTOR:__--- _ PLUMBING CONTRACTOR - ___ AND ADDRESS: -------------------------------------------- -------------------------------------------- TELEPHONE NUMBER: STATE LICENSE NO: 91 ____-_ TYPE OF BUILDING: ----------- -__-- ----- /_ ---SINKS ---__ ---SHOWERS _____ --LAVATORY ------- . __ WATER HEATERS - � - :--BATH TUBS DISHWASHERS ----------- -URINALS _ DISPOSALS �J CLOSETS _--__--- �- WASHING MACHINE 'FLOOR DRAINS _ SHOWER PANS V -- -------- OTHER TOTAL FIXTURE COUNT: x $3. 50 + $15. 00 = $ ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 . If 1'. r- :111 1`.i-Ir {SC til 11. 11!;411)1 .t'•tt `L" 191141 217,�.};IIG :t:ee! tian� DESCRIPTIO14 OF WORK ]r AJdrecc=----------=�[/GfJ<C�.. Q� ------- If in o FLOOD HAZARD 1coJ une: !area c:ompleto puqu 3. Brief Dor.cript.ion:___ \Tf Clae;c of Mork: (Now/RemL�dcl/Adiiitian)___lY_��.__.-..__- ONING INFORMATION JUN 01993 `/�/ /Type t,�,,J Con. of _Y�!P.�'rd I'�`*'_/truction:Concs ' .T!/��C1 Bui,ldin and Zoning orling Proposed ' � r Istr_ct �)<_ `_Dec ----1_______________^ Eotimated Value $ _�� c'0,(90 xcvp t lona or ariancea Gr©nteds------------------------- Solid or -__----___-___- _- -____ Filled S /u ---_--- Grounds o/ Root OWNER INFORMATION L Method of fien.;:,.nD: f:G4_Ael 7 piJM� /' c V �JGi7 1G l� !'teotzr7 t Property Owners ___!_____ Moiling .41 _.. ---------------------- CONTRACTOR INFORMATION t jam - Phone: �_.-,�.(_ V L�_ Addrepa Bailing y s___ �L_ Ol:_L J_! ----------------------- A .?�J _yVrz,/— -------- __s �' _- __ Zip:Fx ---Number: ©��,{� D,f o rs tin License Number: _ �_'____.___._-______..__._�._.__.__. U:;tc7:_--_.__��_���� I HEREOY CERTIFY THAT I NAVE READ AND EXAMINED TIIIf1 AI'Pt_ICATION AND ICNOJ T I'S AND CORRECT. ALL PROVI3I0116 OF' THB LAWS AND ORD7HANCF.. 60',14 HINT; 1til,; t i4 1 w irr u.: rt COMPLIED WITH, WHETHER UFCCIFI6D 11GRiZru OR NUT. TNG f_QAY4,1IJG OF r. I' .r,r „ 1 1 ;;•;1 l; �,. ,� �• '.�,► GIVE AUTHORITY TO VIOLATE OR CAUCKI. TNI' PR0Y;f;IgN t;:- __ ,-' }��••'-t• REGL1I.a,TIUN CftDINANCF;9, rill ].AW`iIli ANY HANNE11, IIIC!•lI i;!f; TiIE: t 1cF NNIi�. L.-' t L. !; (.?`IL•rt Y PrattI URNANe (IL C0113 TR11C7XOH OF Till- i'Ic(]J1a;r, 1 ill"F_ -TAMI 11(11 :Ilii !. L ;l t:,.k. tree ;r•1 f l�•:" `'�• y CONiIiIL3ctiT Lj;'ON TSiF: AOUBr IliFORt1ATIOR Rk::iN11 TRLII- ,1NU .'rl;iii"a7 GNU T1;f.'i" 7111 UATA ;(AVL: L`LEII OR !BALL RE PROVIDED A:; M'iQ ll,'ZFV. �.:. �.� j I CJ v n c�r `�i{T n o t is r rz ��. �� � l,,.LtE�Zc.�•'i�. D:.4.c. � �'L7 Contructbr Signntu.ra• !)ate= ---- j F?6R X147145 , t"IS@A#TM9NT,0F,I1IUJWIWk 1 CITY QF ATLANTIC SASH { I t 1 -, ZRM IV INFORMATION -� .. .. ...,. LOCAT I ON INFORMATION, — ' Nunbl~ "715 A n Eat NICOLE LANE � { C BEACH, FLORIDA 32233 or. NEW ►tGAL DESCRIPTION -_-r T WOOD FRAME LtB �d b. section: ISI posed Use I ; SINGLE FAMILY Township ItNG: 4, I inq Code: O S bdivi ion. TIFFANY BY THE EEA {m au Com' 0 .00 Total ,64-.00 � t Iee r 7['NO IN `SER , R. F f FEES I DENCE ow APPLICATION FEE$ 'yy�+ 4.00 e.' 4.+ +fir s a ISE\ �, zg Y FLORIDA � � � � E E .. 7 .TX R ME' ER $0 .00 RADON OA -II.R.S. $$0400, C( C IN QRMATIt3 RATION__ AS,.. `_ .. D­DD WINT R SAF $0.00 w ess w 132 ; R m t ET SEI ZR fiAF Q»04 FL. , 322.11 2L1 NDR, U Nu E I , . TT O GAS ITAL 'IMPROVE. .�}t3 00 N ,ES: 4 b: jf 4 E F t r + NOTICB--ALL CONCRETE FORMAS AND FOOTINGS MUST Of INSPECTED BEFORE POURING PERMIT VOID SIX MONTI S.AI=TER ►ATT,OF ISSUE ILDING MATE f IAL,RUBBISH AND DEORIS FROM THIS WORK MUST N,OT BE PLACED IN PUBLIC SPACE,,AND MUST BE LEAI'*D.UP AND HAULED AWAY Blf EtTHER;CONTRACTOR OR OWt4ER F LU'M yt0 COMPLY 'WITH THE MECHANICS' LIEN LAW CAN RESULT IN O'llIr`Nt RAYING'TWI E POR BUILDING IMPROVEMENTS:' ' W0,5741, ED AGCL3ROiNG TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJ, TO REVOIATI O f ; ItIDN CIrFA, ICASLE PRQVISt+C NS OF LAW. tuba S&CAD A: RMEIPT RM109099 ! ANTIC B1iACH BUILDING DEPARTMENT A. 1 CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 3223. -�- TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction Water is no longer needed: Permit Number Address �nc/ere y, Building Department i Y :SERVICE DIVISION SONVILLE ELECTRIC AUTHORITY WEST DUVAL STREET ��SONVILLE, FLORIDA 32202 17OLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND AkE SFACTORY : 1 ------------------------------------------------ -- ------------------------------------------------ - ----------------------------------------------- 1 . iosed are the blue copies of the permits. P �Gtr---- B' .1.)ING INSPECTION DIVISION c ! LE ALaelican Bay Homes Building excellence and experience into exceptional homes. Building Department City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 January 11, 1994 Dear Mr. Worley: This is to request that you withhold the issuance of the certificate of occupancy to Pinnacle Home, the general contractor for Mrs . E . Vukich, owner of lot 1 at Tiffany by the Sea, 88 Nicole Lane. As you are aware it is a requirement for lot owners at Tiffany by the Sea, to provide to Architectural Review Board with house, and landscaping plans . To this date they have failed to provide us with what is required. I appreciate your close attention to this matter. Sincere y s, Saf M. Mansour 95 Kimberly Court •Atlantic Beach, FL 32233 • 904-249-3004 �r A Division of Pelican Bay Development /Z Architectural Review Board Requirements For Plan Approval -3 sets of Elevation Plans -3 sets of Landscaping Plan -3 copies of exterior specification to include: -Roof tile color -Type of exterior siding -Siding color -Driveway material -Fence type and color Fees : -Non-refundable $200 fee for architectural review to Homeowners Association -$1000 Refundable damage deposit from builder or owner to Homeowners Association -Power and Port-O-Let will be provided by developer at a one time charge of $150 -If using siding other than Synthetic Stucco, Maintenance agreement form must be signed by owner Tiffany by the Sea Exterior Siding and Landscaping Maintenance Agreement Homeowner Name : Homeowner' s Address : This agreement is between the above-named homeowner and Tiffany by the Sea Homeowners Association. In consideration of the fact that said association has, upon request, agreed to allow said homeowner to use exterior siding rather than synthetic stucco, as on all other units, on the outside surface of the structure the homeowners agree as follows : 1 . The Association has the right to approve the type and quality of siding used. 2 . The homeowner will perform all necessary maintenance upkeep of the siding and comply with all instruction guidelines of manufacturer for said upkeep. 3 . Homeowner will select siding which insures against discoloration, mildew, rotting and cracking and is suitable for the climate and weather conditions of Duval County, Florida. 4 . Homeowner will seek enforcement of all warranties that cover the siding. 5 . Homeowner will, within 45 days of notification, comply with all requests of demands of the association relative to the siding 6 . Landscape the unit as approved by the association. The obligations herein are exemplary of the duties of the Homeowners and not exclusive of same. The Homeowner is responsible for all factors of maintenance and upkeep necessary to keep the exterior in conformity with the standards of the other units in the subdivision. The association has available all remedies under Florida Law, including the right to force specific performance of this agreement . Should litigation or other legal action be necessary for enforcement of this agreement then the Homeowner will be responsible for payment of a reasonable attorney fee plus costs relative thereto. WITNESS HOMEOWNER HOMEOWNER TIFFANY BY THE SEA HOMEOWNERS ASSOCIATION WITNESS By its : President/Developer j�Anelican Bay Homes Building excellence and experience into exceptional homes. Building Department City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 January 11, 1994 Dear Mr. Ford: This is to request that you withhold the issuance of the certificate of occupancy to Pinnacle Home, the general contractor for Mrs . E. Vukich, owner of lot 1 at Tiffany by the Sea, 88 Nicole Lane . As you are aware it is a requirement for lot owners at Tiffany by the Sea, to provide to Architectural Review Board with house, and landscaping plans . To this date they have failed to provide us with what is required. I appreciate your close attention to this matter. Sincerely u s, Sa M. Mansouri AP,PR0VEp CITY OF ATLANTIC BEACH BUILDING OFFICE N 11 1994 c 95 Kimberly Court•Atlantic Beach, FL 32233 • 904-249-300j7701 v A Division of Pelican Bay Development J Architectural Review Board Requirements For Plan Avvroval -3 sets of Elevation Plans -3 sets of Landscaping Plan -3 copies of exterior specification to include : -Roof tile color -Type of exterior siding -Siding color -Driveway material -Fence type and color Fees : -Non-refundable $200 fee for architectural review to Homeowners Association -$1000 Refundable damage deposit from builder or owner to Homeowners Association -Power and Port-O-Let will be provided by developer at a one time charge of $150 -If using siding other than Synthetic Stucco, Maintenance agreement form must be signed by owner Tiffany by the Sea Exterior Siding and Landscaping Maintenance Agreement Homeowner Name: Homeowner' s Address : This agreement is between the above-named homeowner and Tiffany by the Sea Homeowners Association. In consideration of the fact that said association has, upon request, agreed to allow said homeowner to use exterior siding rather than synthetic stucco, as on all other units, on the outside surface of the structure the homeowners agree as follows : 1 . The Association has the right to approve the type and quality of siding used. 2 . The homeowner will perform all necessary maintenance upkeep of the siding and comply with all instruction guidelines of manufacturer for said upkeep. 3 . Homeowner will select siding which insures against discoloration, mildew, rotting and cracking and is suitable for the climate and weather conditions of Duval County, Florida. 4 . Homeowner will seek enforcement of all warranties that cover the siding. 5 . Homeowner will, within 45 days of notification, comply with all requests of demands of the association relative to the siding. 6 . Landscape the unit as approved by the association. The obligations herein are exemplary of the duties of the Homeowners and not exclusive of same. The Homeowner is responsible for all factors of maintenance and upkeep necessary to keep the exterior in conformity with the standards of the other units in the subdivision. The association has available all remedies under Florida Law, including the right to force specific performance of this agreement . Should litigation or other legal action be necessary for enforcement of this agreement then the Homeowner will be responsible for payment of a reasonable attorney fee plus costs relative thereto. WITNESS HOMEOWNER HOMEOWNER TIFFANY BY THE SEA HOMEOWNERS ASSOCIATION WITNESS By its :President/Developer //CITY OF 1�I iLf�C /3P.CZL.K 44,"1 Office of Building fficial REQUEST FOR IN ECTION / Date -'-� � Permit No. _ �! Time � � �M,,D` Received P.M. Job Address lit r r Owner's Name — Contractor �BUILDIN CONCRETE ELECTRICAL PLUMBING MECHANICAL ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel C Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday _P.M. Com / A.M. Inspection e Inspe or Final Inspection cy ❑ Date CITY OF X. Office of Building Officio- REQUEST FOR INSPECTION/-2 �Q Date J Permit No. Time A.M. Received P.M. r' Job Address Locality Owner's Name Contractor t"BUILDING/ CONCRETE < F�L PLUMBI MECHANICAL 1�— p�rtrrr� ❑ Footing ❑ firing F Rough 7 Air ❑ Re Roofing ❑ Slab ❑ Temp Pole C7 Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION -`j Mon. Tues. Wed. Thurs. Friday M? Inspection Made _ Inspector �rL '' Final Inspection o ccupancy ❑ Date /���,�/l� ���__ //CITY OF /� 4&Nu« Aear, l-�&'tom Office of Building Official (/ REQUEST FOR INSPECTION Date_ Permit No. Time A.M. Received _ ' P. . Job Addre / Cpcalit Owner's j�f e, J Name `^""` J _Contractor BUILDING CONC TE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Foo rng CJ Rough Wiring ❑ Rough 7 Air Cond. & ❑ Re Roofing - Slab X Temp Pole ❑ Top Out Heating Insulation O Lintel C; Final Sewer ❑ Fire Place C1 Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. AV7�; Inspection Made V n _ ___ P.M. ) Inspector— __ final Inspection ❑ —AS) Certificate of Occupancy C Date __, _ /� /CITY OF //��//__��� , � � 4& l3eG�l-"ft6L�L k Office of Building Official ' c REQUEST FOR INSPECTION Date �1i� —_ Permit No. Time // �®j ''� Com' A.M. Received _ L�7 _P.M. Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing C; Rough Wiring Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out 1 Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. on.;- Tues.. Wed. � rs Thurs. Friday P.M. �,A Inspection Made _ �� _ P.M. ( Final Inspection ❑ Inspector .�.-, �-- _ _ Certificate of Occupancy ❑ Date __ t 7 t 3 Tertiftratt of Orrupang (situ of Atlantic +1=4 — Nloriba Department of Nutldtng Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating buildingconstructionor use. For the following. Sl iii'�.f: 3�.2ttl .�. t',f:`. ,..t.C.tWi'i .'4� t()"1.44 Use Classification ��- 5' Bldg. Permit No. ; Group W/ T G MP- Type Construction f Fire District P.t.1 an t i.0 Beach Owner of Building ,+_o r r a inc IV. VUkULC l Address 1 Buildi ddress SiS Nicol;:: :Lam Locality Athlltt.[4 _BeachF;, 3`2-33 ; l y: � gC 'Building Official Date: f POST IN A CONSPICUOUS PLACE —, -"-wr VCV rrr rLm! :7VVl'. ci-Q t-AG'E5�4�_'}'yrf VF 17-iE RUOL,4 RECORDS OF !�JVAL COUNTY, FLOR,'DA CER77FIED FOR: /J y- Co NICO&6-7 Z.4AIE I r;vatz 3,9. z 7 .gda(. 41 g rrn+ z5. 4D' hi Lk Ss c. ro cnW"C� f It l ` /•{'iE LTJ"T f r�C�S.�'=''Jf` �� JAN 2 81994 17 Building and Zoning ►©T VALID (UNLESS EMOO.SSED WITH SEAL OF THE UNMF S:49NED. RJAsi/vcs BASEV 040 __ � UNE A5 5'HOVbh` 7HE PROPERTY" SHOW HEREON APPEARS TO LZ WITHIN FLOOD +4AZARD 71NE 4''`,4S FROM FLow INSURANCE RATE MAP44204 FOR 4r44rd7'1C, 5eFAG# FLOR10A, DATED TRI—STATE .SAND SURVEYORS, INC. 8411 SAYMEADOINS WAY SUIT #2, JACKSONVILLE, FLORIDA J2256 (9014) 731--- 7235 LECL'7VD 1 HERESY CER77FY TEAT 774E ASOVF LANDS ACRE 5{1RVEr11) UNDER MY ' arc Jnr RESPONSIDAE SUPERVfS%')H AND THAT THERE ARE NO " 0"OCR ENCROACHMENTS EXCEPT AS SHOWN AND THAT 77i£ suH 4fY SNCL wN tSff WIN CV it LS 4144) HEREON MFM THE MMAIJM 7E-CHNICAL STANDAr?pS SET FOR71H 5,Y c-FwaE THE FLORIDA BOARD OF LAND SURVI:Yt7RS PURSUANT TO SEC770N I Ow M' ) 472,027 FLORIDA STATUTE'S cwz ar OADOW Remonwv tavF 6430io►r �AP..R Y v. ESD Y; P.=•.5 No. 4.14 4 VOff ff WAY IHM AftA SCALE' f "DIROY c P O R6 ye VEYOR, 7EFuRfDA WTANM DATE: Jr�24- 3 i Y4 ORDER NO. TRI-TA TE LAND SURVEYORS, INC. 8411 BAlet,' , _ - 904 1J; 7235 ffe,,,r� Ya x, MAp SHOWDVG $O UNI) N' ON MAF' OF f BI,QGIf' -#-- A5 SjjoW 'LOT I i I I CITY OF ATLANTIC BEACH BUILDING PERMIT CALCULATION SHEET Address u 1 v t C 0 Date Heated Square Footage ?� Q @ $ �-� 00 per sq ft = $ 6 4 Garage Shed 3 @ $ f1. 00 per sq ft = $ __ t P2- c Carport(forc _ Z @ $ 17.00 er sq ft = $ .� Deck - @ $ per sq ft = $ Patio '- @ $ per sq ft = $ TOTAL .VALUATION: $ $ Total Valuation 1st $ /60;6)0 U Remaining Value $3t per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ (0) Fireplaces @ $15 .00 $ O r' BUILDING PERMIT FEE $ � ' c� BUILDING PERMIT $ WATER CONNECTION $ G 30.00 SEWER CONNECTION WATER METER/TAP $ C) U CAPITAL IMPROVEMENT $ � S'O � _ (70y) RADON (HRS) .0095 $ ,zg;i • • 17 ( py) RADON (CAB) .0005 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ OTHER $ GRAND TOTAL DUE $ 3 r ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool_ Septic Tank dell ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: II :Y " tEARTM NT 8 # � 'COY OF ATLANTIC AGM saaYs 3 - ° --- 'OCA �rNt. .. Ti QN ---------- IT*p�� tau abe�r: 7E 51 Addar�a .; 88 ,NI00LE LANA + 1�^1ttr ypr � SU ):I NC l�TLANT BEACH, 1PI60*1 DA 322 3 ast r, 7 •, ,1"14®D MANN Lot: I 81uck: Section: 3p ,* d T34.+ t SINOLE F1 LY �Tcitn �i 1�? RNO, 0 "I xtga `1 Coder: 4: Subdi vi,si,on TIFFANY BY THE SNA %inated' Valuer: $x.27345 4f w mp rou Ca ; t : Total t 81. x . 52 / " AW P - - APPA I CATI ON FENS Addre Agyy �r3 y NA 114 PACT �' 41- Xf RA OAS��-H.YR.FEJ SY $3.1.7 OAS 5% $0,35, w + ' LL aDY CONS", �C?N WAT��. X PONTZ 'yP lam, FL 32204. HYt�RA�L14 SHARE aC}.tl{t {� Type: 1 StC IR IMPACT, FEL awny�p yyya s�qrs aw,.wksA`sA.iw"r"tf.^�.4dr J AA { f iy Ga {d 1+ N.OTI,CIr-`ALL COI�#CRE1 .FOAMS A, 0,,f MUST lit 1'N +11wCT p NEF JRlI^ CURIWG, ' PERMIJT VQID SIX,M©N FiS AFTER SATE OF ISSUE #1#;'0.J+fG`MATERIALAULEp RUBBISH,AND DEBRIS FROM THIS WORK MUST 40T 63 #?6.A 1*G�IN!?UBLIC SPAGE"ANS M{�ST BE F#EE UF�/SND MIAWAY BY EfTH R CCINTRAGTQR OR OWNER'­_ # l RE " ? ONZPLY WITH 1'HE ME�MfiiN�lC�� `LA N � � 1� CAN,RESULT IN Rt}P TY t 1 '' y'J'N T'W'-ICE Ffl# BUt t ► I 'i MRt VE1 lENTS.' . n Y, "A ` 18 EL?ACCO.RDIN 1 Q,APPFif)VE� PLANS WHICH ARE PART C)f TNIS PERM#T ANI] 418J ? V 1 ftR - `TION OPAPPLICABLE OROVISI Cf LAVA. 7ttt. : � � . Ai'LA TIC B ACH ouiL, iVG D PARTMENT ; tpr 1pg;3 h R: j ►00 t . Vr ^v' A`` d, �, DIEPARTMENr of BUILDING CITY OF ATLANTIC BEACH » . 'LOCATION INFORMATION I� . » FERMI :I 1 FORNAT O ,,,,r___ , p a.t Numbir, 7.1$55 Adds: 80, NICOLE LANE lTIC ILAi{ ?LaRIDA 32233ATmytCLA . . 6f ,a ALTffiNATI4N w.� _.�.. ,� L AL, DESCRIPTION n tr. Thr *:,VOOD VtAMI S7 ok,� Lot-1TSP. .r8 o c►sed' L ae:810LE FAMILY Sa+cti an: � �ubd Rncl D ae2 l ix g Svibaliviaion TIFFANY BY THE SNA Sat . Value: 0.00 P opt. C+ ' 2 ,0D0>00 ti tat ' ` 3CI .00 Y I S I r AI?'P.L i Cd1 i WNFisl E4 'r"'+r.,...r.... ... a IT#L I D Vewlvt NP, 3t3>Q4 I low OR PTO R PORXAT I ------ PB, AT lit-I CH, FLORIDA 32233 � P M I � 4a.et'nw°+w4te.w eu.9SPYkN,R'&celatta.'OMmGi�`,^�ra YSm�'Rdtif�.Y#Y+t y� �y f R� F i A1.1.CCINCFRE1'E 11ORMS AND FOOTINGS MUST @E IA�SI�EGT>E��i BE�URE Pt?URIWG �5 PERIs IT�i©ID SIX MOPITHS AFTER QATF dl`J$ U ILDINO MATERIAL,kJOBISH AND DEBRIS FROM THIS WORK MUST NOT 8#Pt�AC 0 IN PUBLIC SPACE,AND MUST BE . AAED UP AN J 1 fAULED AWAY 13Y EI`t�ER CpNTRACTpR OR b1MNE1~# wrr"THIE ,ME AW EMW r` ft - _ T t1#Q ACCORIAG TO APPROVED'PLANS WHICH AREPART 4f T(-�15 PERi�AIT-AN D EIBJEC 1 Tt�,AEv ICrN QFt ' ALICABLE"PROV004$OF LAW. 5JEI` s tll '00 mm TIC B CH Bll1LDING PA ENT, CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET AddressS_Y 0�i- D L _�d� F Rom r o r Ad K-C �+ Date �--- I - C( (� Heated Square Footage @ S per sq)0 ft = $ Garage/Shed _@ $ per sq ft = $ Carport/Porch _@ $ .per sq Deck �. @ $ per sq ft = S Patio $ per sq ft = $ TOTAL VALUATION : Total V�a�luition 1st Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee S ( ) Fireplaces @ $15 .00 $ BUILDING PERMIT FEE WATER IMPACT FEE $_.— SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT S SEWER TAP $ ( ) RADON (HRS) .0050 $ SECTION H PAVING ( ) S — HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE S " l ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: Hr r 1f . -+F, 14 �1 hdo . _:1�_ ,s_�1 HHLL NTL ��iN : LL �a�_� . 4 - TYA L b TAPR 2 6 1996 Building and Zoning CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL , ADDITIONS OR ALTERATIONS DEMOLITIONS Owners) : rnrz V-s , i+ Address ., (-,9 A Phone : Lot # . Block or Unit # Subdivision:-3—T f Contractor :--M ) rJ C., +-W--- -- State License # G� 6-GS C (C Address: 1/O&J ego-4,4 � Phone No: (!�2L" 60 3 Describe work to be done: �aL � �`^-• � dt Gyet �C4+�` `j Present use of building: �CQ Valuation of Proposed Construction: Proposed use --- - -- - ---- -- Is this an addition? � If yes , what are the dimensions of I the added space . JV*6ft . X ft . Will the added area be heated and cooled? �a. - New electrical (or increase)? A) New plumbing fixtures ?A—fo New fireplace? New Heat/AC? GVU SUBMIT VJAZ COMPLETE SETS OF PLANS, INCLUDING SITE PLAN , SURVEY , — ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, ANIS OWNER/CONTRACTOR AFFIDAVIT, IF OWNER 15 COMTRACTOR . Signature OWNER: Date: '< —I lqj Signature CONTRACTOR: Date:_ SOFA MANSc�'R� 4 0 v ��� �Q kC G oV jXCA License Fuppl ied: Li,abi l i ty insurance:_ -- -- e �fa�9 r Worker' s Compensation Insurance:_____ 'No . 0 10 P 0 1 HALL RTL BCH Ti E L .1 o �12 4 7 5 Ht--,r 14, T�A 19� N�z LOT *1 _T ) FSM '`' Iff A P R 261996 Building and Zoning CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL , ADDITIONS OR ALTERATIONS DEMOUITIONS Owner(s) : �kf , , --,, Address - 01"Lt-; (-.q A j Z:-:r Phone :_2_41 Lot # Block or Unit Subdivision: Contractor :_ )!4L State License # Cl Address : 1/000 e—crW—r-� d_11-J- —Phone No:.&4_!w7'26C) Describe work to be done: 6veAo*,c,\ aA Present use of building, Valuation of Proposed Constructio Proposed use : Is this an addition?__Y�G� It yes , what are the dimensions of the added space :-- #*6ft . X 4__f t : Will the added area be heated and cooled? New electrical (ox increase)?_ /JC) New plumbing fixtutes%YL New fito.,place? New Heat/AC?-X)d SUBMIT � COMPLETE SET" rr PLANS , INCLUDING SITE PLAN , SURVEY , ENERGY CODE FORMS, N(;T7,-E. L. COMMENCEMENT, AND OWNER/CONTRACTOR AFF DhVIT , IF OWNER I-IS, YO RAi_1TQF_ 1:1 T A,-", Sicjnat4_ , OWNER:OWNER: Date., Signature CONTRACTOR: Date: License 'supplied :- LLability Insurance:_ _ Worker's Compew� ' ion Insurance .___ n II i IT G R-pV&D NSA CN I a ori` MA ul K�.l RT_StnENcE LOT'S I TIFFANY-BY-A-UA NIM RME 51-K(-TUQC AT ENTRY 5C.ALLl '/Za FVO NT E LSV aT IoN VIEVV S-�Ihx►t-96 t�EITN RESI,DE9CE LOVOA TIMO.BY -TNI-sEA NEW Ru SAUGTURe AT EMW SCALE I"=1'-0 INTEQIoR OF EXISIIN( H"'t 4 -o . �� M��ti HP1�G�tS T4 P PT ut �TV( Td wPL� Z- 2x6 6prn� AMU AP AT C, �A4� 23 u1�1 DAN oc� �� AY p 11996 1 afrPROUED A71AWTIC SACH UiLl�ING OFFICE MAY 011996 STCkKMe COrtC T1 jY4 ED TO I X-2PT � tTvm�N m�nn���� ave. SIS F��T gyp - IN dvE R `�g` UDP14w4�o MTL W P EKEr 6Vi R UIAM IX2- PT OVER IX4 OUfR �X% OTR ��' M LMk(MLE ZX 6 SV94WP AA ti�� MTLAArvwx PGL TE-0 �Ii)Fjr) ro Axl(>f ISG i , 2 X 4 To11T 47) 2 PLyW m,o NX %LV-R KIWEr 20 4 L'r OGS . I L/a,� 1�GG LE Bo c. tD To z)(157 IN STV kK-Tu h Mi-W RND(NCE L 3- I Tl'FfA1\`P M`V� .5 c.Ax- C . I . 1 -n Ssi-G11iD0 JOB: FTIA =701 PINNACLE LOT 1 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4X2 SO. PINE SS NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. _ BOT CHORD (2) 4X2 SO. PINE SS, EXCEPT AS SHOWN IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS 0 WEBS 4X2 SO. PINE #3. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. c N : 81-4X2 S0. PINE SS : : Wi- (2) 4X2 SO. PINE #3 * ODD WEB. o REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. VERTICAL DEFLECTION IS 5/8" DUE TO LIVE LOAD ru + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH AND 1/4" DUE TO DEAD LOAD AT 9.44' FROM LEFT END. to TO EACH TRUSS WITH 3-10d NAILS• STRONGBACK MATERIAL TO SPECIAL LOADS w BE SUPPLIED BY ERECTION CONTRACTOR. -------------------------------------------------- .. TC From 100 plf at 0.00 to 100 plf at 20.71 Q1 BC From 10 plf at 0.00 to 10 plf at 20.71 tD TC 156811 Concentrated Load at 2.50 0 v 10-6-0 10-2-8 TCENTER F 24'A X. OPEN CHASE 30.0" TYP. 1.5X4 3X5 7-7 1.5X4 5X6 5X8 3X4 3X4 3X4 1 .5X4 3X5 4X6 4X5 1-2-0 x1 e1 1-2-0 5X10 3X5 4X4 1.5X4 5X4 5X5 4X6 2X42X4 2X4 5X4 W=HS2512 4X7 m 5-6-8 9-6-0 5-8-0 20-8-8 OVER 2 SUPPORTS R=2505# W- 5.50" R-128611 W- 5.50" PLT. TYP,-ALPINE SEON-- 39989 REV 15.6.5 SCALE - 0.2500 ALPIIIE E1IGIIIEEPEO PRODUCTS, NIC, TRUSSES REQUIRE EXTREME CARE DESIGN CRIT:TPI-PCT REF 8012- 190607 O C= 1= = I:= =3 **IMPORTANT**SHALL HOT BE RESPONSIBLE FOR ANY WARNING III HANDLIHr, ERECTION ANO Y� I�ATRUSS C= DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC LL 40.0 PSF DATE 06/08/93 C= = FAILURE TO BUIL[i THE TRUSS IN COIFORMANICE WITH OSTSB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACIIJG RE C= O ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UIILESS OTHERWISE IIIDICATED, TOP TC DL 10 .0 PSF DRWG HCUSR012 93159007 C= � A445 OR A EXCEPT AS NOTED. APPLY COIWIECIORS TO EACH FACE OF CHORO SHALL BE LATERALLY BRACED NIT"PROPER 4/JL, (A./�. [ C= TRUSS AND UIILESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD I%� - BC OL 5.0 PSF HC-ENG411� C= CONNECIORS PER MAW114GS 130. 150 E 16OA-F. DESIGN 5TAI4OARDS WITH PROPERLY ATTACHED RIGID CEILNIG--SEE TOT.LO. 55.0 PSF 0/A LEN. 20-8-8 CONFORM N/APPLICABLE PROVISIONS OF HOS C TPI. AN ENGINEER'S ALPINE TECHIJ ICAL UPDATE (7/1/91) FOR PROPER J N SEAL DN THIS DRAWING APPLIES TO T14_COHPOIENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISADUR.FAC. 1 •00 DEPTH 14.0C= NI ONLY, AND SHALL IIOT BE RELIED UP011 IN Allf OTHER NAY, DESIGII TO THE TRUSS ERECTION CONTRACTOR. I � = T= C= o o i 1 51 r: I Icard, I .I., �- SPACING 24,0' TYPE SY42-- IPI - TRUSS PLATE I1151ITUTE. IWJS- 19131 UATIOIIAL DESIGII SPFCIFICATTOII FOR WOOD CONSTRIICTI01l i JOB: FT2 =701 PINNACLE LOT 1 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4X2 SO. PINE #2 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. _ BOT CHORD 4X2 SO. PINE SS, EXCEPT AS SHOWN IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS n WEBS 4X2 SO. PINE #3. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. c In : 81-4X2 S0. PINE #2 Dense : : W1- (2) 4X2 SO. PINE #3 * ODD WEB. D 0 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. VERTICAL DEFLECTION IS 1/2" DUE TO LIVE LOAD R, AND 3/16" DUE TO DEAD LOAD AT 8.77' FROM LEFT END. + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH In TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO SPECIAL LOADS w BE SUPPLIED BY ERECTION CONTRACTOR. -------------------------------------------------- TC From 100 plf at 0.00 to 100 plf at 19.33 BC From 10 plf at 0.00 to 10 plf at 19.33 0 TC 1568# Concentrated Load at 0.83 0 M 9-10-0 9-6-0 'r -- -� TO CENTER OF 24, 0" MAX. OPEN CHASE 1 .5X4 30.0" TYP. 2X4 3X41 .5X4 W=3X4 6X4 3X6 3X4 3X4 3X4 1 .5X4 3X4 3X6 4X5 1-2-0 "] B1 + 1-2-0 6X8 3X6 3X4 1 .5X4 ' 3X4 3X4 3X6 4X6 2X4 —_ 2X4 3X4 m W-HS2512 0 — m Z-- 01 0 m 19-4-0 OVER 2 SUPPORTS R-2555# W= 5.50" R-1084# W- 5.50" PLT. TYP.-ALPINE SEON-- 39992 REV 15.6.5 SCALE 0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIPE EXTREME CARE DESIGN CRIT:TPI—PCT REF 8012--90808 **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND fCATRUSS DEVIATION FROM THIS DESIGN ON THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC LL 40 .0 PSF DATE 06/08/93 C.7FAILURE TO BUILD THE TRUSS IN CONFORMANCE WIT.05188 BV TPI FOR ADDITIONAL SPECIAL PERMANENT BRACO4G RE ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMEIITS. UNLESS OTHERWISE INDICATED. iOPTC DL 1O O PSF DRWG HCUSR012 93]59008 A445 GN A EXCEPT AS NOTED. APPLY CONNECTORS TO EAC.FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPEA.TRUSS AND UNLESS OTHERWISE LOCATED 014 THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHO(ID ���JLBC OL .O PSF HC-ENG !}L- CONNECTORS PER DRAWINGS 130, 150 6 160A-F. DESIGN STANDAROS WITH PROPERLY ATTACHED RIGID CEILING -- SEE [p/' ���WVV"`����y� TOT.LD. 55 O PSF D/A LEN. 19-4-0 C0INFORM M/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECMICAL UPDATE X711191) FOR PHO;ER J �N2E-73 SEAL ONN THIS CRANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPE OF T4!5 V •JTA DUR.FAC. 1 .00 DEPTH 14.0" L"=� C=] O O G7 L_� IN ONLY, AIIO S.ALL NOT BE RELIED UPON IN ANY OT.ER WAY. DESIGN TO THE TR Is EREGIION COH1gpL 24.D" TYPE �TOr+i� C4'j` "`,i jl'1 j> �` !"-TPI - TRUSS PLATE INSTITUTE. 1105 - 1991 NAWONAL DESIGN SPECIFICATION M000 c01NSN"C', �— SPACING Y42 JOB: FT3 =701 PINNACLE LOT 1 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4X2 S0, PINE SS NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. _ BOT CHORD (2) 4X2 SO. PINE SS, EXCEPT AS SHOWN IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS 1s WEBS 4X2 SO. PINE #3, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. c U) : 81-4X2 SO. PINE SS : : WS- (2) 4X2 SO. PINE #3 * ODD WEB. o REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. VERTICAL DEFLECTION IS 1/2" DUE TO LIVE LOAD n, AND 3/16" DUE TO DEAD LOAD AT 8.77' FROM LEFT END. + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH In TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO SPECIAL LOADS w BE SUPPLIED BY ERECTION CONTRACTOR. -------------------------------------------------- TC From 100 plf at 0.00 to 100 plf at 19.33 cn BC From 10 plf at 0.00 to 10 plf at 19.33 1D TC 1568# Concentrated Load at 2.83 0 9-10-0 _ + 9-6-0 -- �I TO CENTER OF X24.0" MAX. OPEN CHASE �1 30.0" TYP. 1 .5X4 1 .5X4 4X4 �— 1 .5X4 W=3X4 5X6 5X10 3X4 3X4 1 .5X4 - 3X5 4X6 4X5 1-2-0 / ai 1-2-0 _ J 5X10 2X4 4X5 4X4 4X4 5X4 5X5 4X6 4X7 2X4 2X4 — m =_ W=HS2512 0 m 0 3-4-8 10-3-8 5-8-0 - ----- --- ---------19-4-0 OVER 2 SUPPORTS R=2389# W= 5.50" R=1251# W- 5.50" --- PLT. PLT. TYP.-ALPINE SEON-- 39993 REV 15.6.5 SCALE 0.3750 ALPIRE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE DESIGN CRIT:TPI-PCT REF 8012--90809 **IMPORTANT**SHALL IJlI7 BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND I--I C-3 n F—T C7 DEVIATION FROM THIS DESIGN UP MESE SPECIFICAIIUHS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC LL 40 .0 PSF DATE 06/08/93 FAILURE TO BUILD THE TRU55 IN CONFORMANCE WITH GSIBB BY TPI FOR ADDITIONAL SPECIAL PERMANEPT BRACING PE _ L=J G7 O O ALPINE CONNECTORS ARE MADE OF GOGA GALV. STEEL MEEIIHG ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP �j TC OL 10 .0 PSF DRWG HCUSR012 93159009 C:7 L—1 G3 U A445 GR A EXCEPT AS NOTED. APPLY COPHEC1OPS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER L P I N E f ] TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC OL 5.0 PSF HC—ENG di/+l E_7 L= CONUEC70HS PER CRANIIIGS 130• 150 C 16DA-F. OESIGI!STAPDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE yam, TOT.LD. 55.0 PSF O/A LEN. 19-4-0 I.� O COLIFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER �11�1 1Mli TRUSS SEAL CII THIS fiRAN11lG APPLIES TO THE COMPGHEtIi GEPICIED HERE DRYWALL APPLICATIOtJ. FURtl15V1 A COPY OF 7NIy �J���! ♦.�77.J DUR.FAC. 1 .00 DEPTH 14 .0" I--3 III ONLY, AHD SHALL 1101 BE RELIED UPON IN ANY UTHER NAY. GESIGH 10 1HE TRUSS ERECIIOP COPFAACTOR. 7 1_eslie licarLl, I .I:. SPACING 24 0" --IPI - IRUSS PLATE IN5IITNIE, IIII:. - iti01 NAI/OHAL IIE`i1G11 SPECIFICATIOH FOR WOOD CONSTPOCIICHI _ TYPE SY42-- JOB: FT4 =701 PINNACLE LOT i THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4X2 SO. PINE SS NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. BOT CHORD (2) 4X2 SO. PINE SS, EXCEPT AS SHOWN IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS n WEBS 4X2 SO. PINE #3, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. c m : BI-4X2 50. PINE SS : : W1- (2) 4X2 SO. PINE #3 * ODD WEB. 0 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. VERTICAL DEFLECTION IS 1/2" DUE TO LIVE LOAD AND 3/16" DUE TO DEAD LOAD AT 8.77' FROM LEFT END. + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO SPECIAL LOADS EA, BE SUPPLIED BY ERECTION CONTRACTOR. -------------------------------------------------- TC From 100 plf at 0.00 to 100 plf at 19.00 cn BC From 10 plf at 0.00 to 10 plf at 19.00 o TC 1568# Concentrated Load at 2.67 9-10-0 9-2-0 --I TO CENTER OF 24� 0_ MAN. OPEN CHASE +-i 30.0" TYP. 1.5X4 4X4 W=3X5 �` 1 .5X4 5X6 5X10 3X4 3X4 1.5X4 1 .5X4 3X5 4X5 4X5 1-2-0 /yl /i ai 1-2-0 5X10 2X4 4X5 4X4 4X4 6X4 5X4 4X5 4X7 2X4 2X4 _ W=HS2512 CD 10-1-8 __T_ 5-8-0 - --- ---- — -- - --19-0-0 OVER 2 SUPPORTS R=2381# W= 5.50' R=1222# W- 5.50" PLT. TYP.—ALPINE SEON-- 39994 REV 15.6.5 SCALE a 0.3750 ALPINE ERNIIILLRLO 1-141DUCIS. Ii[:. TRUSSES"E11111HE E1111ME CARE DESIGN CRIT:TPI—PCT REF R012--90810 **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR Ally WARNING IN HANOLING• ERECT IOU ARD C=ARUSS C] DEVIATION FROM HMIs RESIGN OR THESE SPECIFICATIOUS. UR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC LL 40 .0 PSF DATE 06/08/93 L--_ C_T FAILURE 10 BUILD INE TRUSS Ill COrIFOPMARCE WITH G!iTHH Df IPI FOR ADD111014AL SPECIAL PERMANERT DRACII✓r RE =j CI ALPINE CORRECTORS ARE MADE OF 20GA :.ALV'. STEEL MEEI IIY ASIM GUIPEMENTS. UNLESS GTHERW15E IttDICATED. TOP TC DL 10 0 PSF DRWG HCUSR012 93159011 E:'] !=7 A44`i GR A E/DEPT AS NOTED. APPLY C(1NrB.CTORS TO FAC"FACE (IF CHUND Sr1ALL BE I.AIEHALLf BRACED WITH PNOPEP 1- T-.:T MUSS ANO1'i11E OTRLRWISE LUCATI:I 011 Itll� RL.1111. POST 1111x1 LY ATTACREU PLYWOOD SIZEATHING• BOi1UM CH-0 B(. OL 5.0 PSF HC—ENG fill, i- CCtkllcl(415 Pie DRAWINGS 1]0 1.0 L iIrA I. 111' I(N IANDAt111S WI711 PROPERIY aIlAC11L0 NIGIO LERING ',E6 DT.Lq. rJ5 O PSF O/A LEN. 19-0-0 1 1-_':.1 cult"ERM W/APPLICABLE PROVISIONS Of ROS L IPI Atl LN131NLER'S ALPINE TEC11111CA1. UPDATE (7/1/91, FOtI I'RUERU�11� w � `/J/4'�r—I 51-A1 CN NOS BRAWIR4 APRLTES TO THE CUHPL1ILNT DLviCIEN HERE DRYWALL APDLICAIIUN. FUIIIIISII A CUPf Lr 11115 c �i (`' � ruR.FAC. 1 .OO PTH 14 .0" _ 111 Ulll f. AINI SRAlt ROT DE RELIC UPON 114 AI4f 010"WAf. DFSIGII 10 111E IIIRSS ERECTIOU CHITRf.- li". � IPI - iu.tl� PIa1L IusIu11N. Rn: - 11101 NAilrNal nt•�Tr,N••L•L''IFil:ail(lu fun WfiCI1 1.C9iC l�C�1tl(, ! .E`.. SPACING 24.0" TYPE SY42-- ;r,Rti I NJC T 1 fi14 JOB: FT5 =701 PINNACLE LOT 1 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4X2 SO. PINE #2 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. _ BOT CHORD 4X2 SO. PINE #2 Dense IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 SO. PINE #3, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. c w : W1- (2) 4X2 SO. PINE #3 * ODD WEB. D 0 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. SPECIAL LOADS N -------------------------------------------------- TC From 100 plf at 0.00 to 100 plf at 14,46 U, BC From 10 plf at 0.00 to 10 plf at 14,46 w TC 1568# Concentrated Load at 1. 17 0 0 7-2-4 7-3-4 PI TO CENTER OF 24,0" MAX. OPEN CHASE r =I 1 .5X4 30.0" TYP. 2X4 1 .5X4 5X5 3X4 3X4 1 .5X4 1 .5X4 3X4 3X4 3X5 1-2-0 \ wi 1-2-0 5X10 3X4 3X4 3X4 3X4 4X5 2X4 2X4 — o ----- --- ------.-14-5-8 OVER 2 SUPPORTS — ----- r = R=2233# W- 5.50" R-871# W- 5.50" PLT. TYP,-ALPINE SEON-- 39995 REV 15,6.5 SCALE 0.5000 O 111111E EIIGINEEPED PRODUCTS, INC. TRUSSES REOUIPE ERTPEME LAKE DESIGN CRIT:TPI-PCT REF R012--90811 O O O O C= *IMPORTANT***SHALL HOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTIOII Ana 1--'�ATRUSS L� DEVIATION FROM THIS DESIGN OP THESE SPECIF ICAs 10115. OP ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DES(GII TC LL 40 .0 PSF DATE 06/08/93 O FAILURE TO BUILD THE TRUSS UI CONFOPMANCE WITH OSTBB B/ TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING'RE y ALPINE COHHECTORS ARE MADE CF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. L'NLE55 OTHERWISE INDICATED. TOP TC OL 10 .0 PSF DRWG HCUSR012 93159010 1445 GP a EFCEPi AS NOTED. APPLE LQInlECTDRS tO EACH FACE OF CnORO SMALL BE LATERILLY BRACED NtTn PRGPEPC-7 IP'.155 AIID U11rE55 OIHERWISE LOCAIED 011 THIS DESIGN, POSIIION LY ATTACHED PLYWOOD SHEATHIIIG. BOTTU'NBC DL 5.O PSF HC-ENGrr'/1:- C.� CGtIJECTnPS PENURAWNIGS 130. 150 C 1F,OA-F. DESIGN SIANDAPOS WITH PPOPERL.Y ATTACHED RIGID CEILING -- SEE ITOTLO. 55.0 PSF0/A LEN. 14-5-8 CJ COIIFORM N/APPLICABLE PROVISIONS OF NDS 6 1P1. All ENGINEER'S ALPINE TECIWIICAL UPDATE 17/1/911 FOR PROPER=l -.� SEAL Un 11415 DRAWING APPLIES TO THE CUMPONENT DLPICTEO HERE DRYWALL APPLICATION. FUPr115H A COPY OF. THIS �_ L DNR.FAC. 1 DD DEPTH 14 0" 11!DI IL 1, 1110 SHELL t10T BE REL IED UPON Irl AII! OTHEP NAf. OESIGH 10 THE TRUSS ERECTION CONTRACTOR. C7 L] C-7 O O C=7 t.._IPl - IR!155 PLATE IHsiIIUTE, III15 - 1991 r1ArIGNAI. OtSIGN SPEC IPICA7I0r1 POR NG00 LDr151RULTIDN 1. .1, I'.I:. SPACING 24.0" TYPE SY42-- R JOB: FT6 =701 PINNACLE LOT 1 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4X2 SO. PINE #2 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. _ BOT CHORD 4X2 SO. PINE #2 N IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS n WEBS 4X2 SO. PINE #3. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. c- In : Wi- (2) 4X2 SO. PINE #3 ODD WEB. v 0 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 1v Ln w (R w 0 w �6-7-12 6-7-12 -- -1 TO CENTER OF 24.0" MAXI OPEN CHASE r - 30.0" TYP. 1 .5X4 3�4 3X6 3X4 3X4 1 .5X4 3X4 3X6 - --- — - 3X5 3X4 3X4 3X4 3X4 3X5 2X4 2X4 = Q Ln o = m ---- -- -13-3-8 OVER 2 SUPPORTS R=704# W= 5.50" R=704# W= 5.50" PLT. TYP.-ALPINE SEON-- 39998 REV 15.6.5 SCALE 0.5000 ALPINE EtIGINEEPED PPODUCTS, NlC. TRUSSES REOUTAE EXTREME CARE DESIGN CRIT:TPI-PCT REF 8012 -90814 U O n **IMPORTANT**SHALL NOT BE NESPDNSIBLE FDA ANY WARNING IH HANDLING. EPECTIOH AND ATRUSS C� GEVIAi10N FROM THIS DESIGN OR THESE SPECIFICAIIONS. OR AIIY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC LL 40 .0 PSF DATE 06/08/93 = FAILURE TO BUILD THE TRUSS IH CONFORMANCE WIOI GSIB8 BY TPI FOR ADDITIONAL SPECIAL PEPMAHENT BRACING RE L� ALPINE CUtRIECTUPS ARE MADE OF '0GA GAIN. STEEL. MEETING ASTM OUIREMENTS. UNLESS OTHERWISE iN01CATED. TOP TC DL 10 0 PSF DRWG HCUSR012 93159013 �� Aaati GR A E/CEPT AS NOIEO. APPLY CONNECTUAS TO L4(:H FACE OF LHORD 514ALL HE LATERALLY BAACED WITH PROPER �i("c� O TRUSS AND UNLESS OTHEPWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC OL 5.0 PSF HC-ENG.CONNECtOPS PER DRAWIUGS 130, 150 C 16OA-F. OESICII STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEETOT.L0. 55.0 PSF OSA LEN. 13-3-8 `� N25O COIIFOR14 W/APPLICABLE PROVISIONS OF HOS A TPI AN ENGINEER'S ALPINE TECHUICAL UPDATE (7/1/911 FOR PAOPERSEAL. 01I THIS DRAWING APPLIES TO IHE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Ct TH15 DUR.FAC. 1 .00 DEPTH 14 .0" --� 114 0111.Y. TNI SHALL NOT DE EEL UPON IN ANY t111.EH WAY DE51614 TO THE INUSS EPECTIUtl CON111ALTUR ) -3 L_I f-_, L-1 Leslie I frarc(, i .I:. SPACING 24.0" TYPE SY42-- --IPf - IPIISS PI ATE 111511 TIME, f111S - 1011 Ilf. IIiNAI OL}LGN SPFI:iF ICAI ION FOR W000 COt4`i H4.It 111111 ^q e JOB: FT7 =701 PINNACLE LOT 1 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4X2 SO. PINE #2 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. _ BOT CHORD 4X2 SO. PINE #2 N IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS n WEBS 4X2 SO. PINE #3, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. c m : WS- (2) 4X2 SO. PINE #3 ODD WEB. n 0 REFER TO DRAWING A15O FOR TYPICAL PLATE LOCATIONS. In w Tr 1n 0 a 6=1-12 T 6-1-12 ---1 TO CENTER OF 24,0" MAX I OPEN CHASE 3X6 3X4 3X4 3X4 3X4 3X6 1-2-0 w1 w1 1-2-0 3X5 3X4 1.5X4 1 .5X4 3X4 3X5 2X4 2X4 m c L* ----12-3-8 OVER 2 SUPPORTS— --- - -- * R=649# W= 5.50" R-649# W- 5.50" PLT. TYP.-ALPINE SEON-- 39997 REV 15.6.5 SCALE 0.5000 AL1111E ENGINEERED PRODUCTS. IK. TRUSSES REUUIRE EXTREME CARE DESIGN CRIT:TPI-PCT REF R012--90813 **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING III HANDLING. ERECTION AHD ATRUSS � OEVIAIION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC LL 40 ,0 PSF DATE 06/08/93 = FAILURE TO BUILD THE TRUSS III CONFORMANCE WITH OSTBB BY IPI FGR ADDITIO14AL SPECIAL PERMANENT BRACING RE O ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM UUIREMEHTS. UIILE55 OTHERWISE INDICATED. TOP TC DL 10 ,0 PSF DRWG HCUSR012 93159014 A445 GR A EXCEPT AS NOTED. APPLY COHNECTDRS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER ,TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC UL 5.0 PSF HC-ENG FSD,,,14, CONNECTORSPER DRAWINGS 130. 150 C 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE ' TOT.L D. 5 5.0 PSF D/A LEN. 12-3-8 L� � CONFORM W/APPLICABLE PROVISIONS OF NDS C TPIAN ENGINEER'S ALPINE TECHNICAL UPDATE (7X1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS, OUR.FAC. 1 .00 DEPTH 14 .0' 111 OHLf, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO TME TRUSS ERECTION GDNTRAG IDR. G7 �� -TRI - 10955 PLATE INSTITUTE. NOS - 1991 HATIGHAL DESIGN SHECIFICATIOH FOR MOOD CONSTRUCTION (,CS)It; �:f��1(1(, }�.1, SPACING 24 D" TYPE SY42-- JOB: FTS =701 PINNACLE LOT 1 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4X2 SO. PINE #2 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. BOT CHORD 4X2 SO. PINE #2 N IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS n WEBS 4X2 SO. PINE #3, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. c : WS- (2) 4X2 SO. PINE #3 * ODD WEB. D 0 REFER TO DRAWING A15O FOR TYPICAL PLATE LOCATIONS. ,;, LJ cn Lo O N I- 5-0-0 —- — V- 5-3-8 - �I TO CENTER OF 24,0" MAX. 1 OPEN CHASE 3X5 3X4 1 .5X4 1.5X4 3X4 3X5 1-2-0 W' 3E "' 1-2-0 _4 J- 3X4 3X4 3X4 3X4 4 2X4 2X4 — N * — ---10-3-8 OVER 2 SUPPORTS- * R=5390 W- 5.50" R=539# W- 5.50" PLT. TYP.-ALPINE SEON-- 39996 REV 15.6.5 SCALE m 0.5000 ALPINE ENGINEEPED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT:TPI—PCT AEF R012--90812 C-J 13 r--� U O C� **IMPORTANT**S„ALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING, ERECTION AND t—I O L C� r--) DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIOt6. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC LL 40. 0 PSF DATE 06/08/93 1-) t-) t=om t:3 FAILURE 10 BUILD THE TRUSS ID CODFORMANCE WITH GSTBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BPAC116 FE L.I CI C= [-� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENI5. UNLESS OTHERWISE INDICATED. TOP TC DL 10 .0 PSF DRWG HCUSR012 93159012 CJ T..I CI C7 A445 GR A UUPI AS 110TEO. APPLY CONNECTORS IO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC Dl_ 5 0 PSF HC—ENG FSD��. < C-1 ALPINE C-) TRUSS AND UNLESS OTHERWISE LOCATEO ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEA1H111G, BOTTOM CHORD 7 I F-� CONL_I1115 PER DRAWINGS 130, 150 6 tGOA-F. DESIGN SIANOAPLIS WITH PRPERLY ATTACHED RIGID CEILING-- SEE /_,�/44j� TOT.LD. 55. 0 PSF O/A LEN. 1O-3—BL� TRUSS I-� CONFORW W/APPLICABLE PROVISIONS OF HDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR vROPERL(�L! _ 5f AL UU THIS DRAW NIG APPLIES TO IIIE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY UI THIS AN DUR.FAC, 1 .00 DEPTH 14 .0” L) A L-=] T_� 111 011l.Y. AHO d"" "0, BE RELIED.IPDA IH ANY O111FR WAY DE1IGN 10 111E IHUSS ERECTION COH IRAf.I Uu. 1--1 L-] C-1 C] 1-) [--1 �_-IPI - iPUSy PI A1E 711511 I111t. "its- 1041 HAI IONM_IIEG If.II .,PF f,IT ICAl10❑TOP WODO CQIC.I N'.It;I II'�N �xt,14, l)�artl. PA SPACING 24.0" TYPE SY42-- JOB: FT9 =701 PINNACLE LOT 1 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4X2 SO. PINE #2 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. BOT CHORD 4X2 SO. PINE #2 N IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS � WEBS 4X2 SO. PINE #3. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR, c : Wi- (2) 4X2 SO. PINE #3 * ODD WEB. o REFER TO DRAWING A15O FOR TYPICAL PLATE LOCATIONS, w In fa 0 En 5-0-0 5-0-0 TO CENTER OF 24,0" MAX, OPEN CHASE r 3X5 3X4 1.5X4 1 .5X4 3X4 3X5 T 1-2-0 wl j wi 1-2-0 3X4 3X4 3X4 3X4 2X4 2X4 m * o —10-0-0 OVER 2 SUPPORTS----] R=5221,E W- 5.50" R=5221 W- 5.50" -- PLT, TYP.-ALPINE SEON-- 39999 REV 15.6,5 SCALE 0.5000 ALPINE EIIGINEEPED PRUDUCTS. IRC. TRUSSES REOUIRE EXTREME CARE DESIGN CRIT:TPI-PCT REF R012--90815 O C=) C::7) f� *)(IMPORTANT**SMALL NOT BE RESPONSIBLE FDR AtJY WARNING TR HANDLING, EPECIION AHD DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MIB-91 BY TPI SEE THIS DESIGN TC LL 40 .0 PSF DATE 06/08/93 L�AA o FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05108 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING ARE C7O ALPINE CONNECTORS ARE NAGE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - TC !JL 10 .0 PSF DRWG HCUS11012 93159015 A445 GR A EXCEPT AS NOTED. APPLY COIIIJECIOPS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC OL 5,O PSF HC-ENG FSO/ Y / 'TRUSS ANO UNLESS DIIIERWISE LOCATED ON THIS DESIGN. POSITIOR LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD = CONNECIORS PER DRAWIRGS 130. 150 C 1BOA-F. DESIGN S1AtJDAPOS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 55.0 PSF O/A LEN. 10-0-0 COIIFORM W/APPLICABLE PROVISIONS OF NDS G TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERr� SEAL ON 11115 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL AIWLICATIGtJ. FURNISH A COPY OF THIS OUR.FAC. 1 .00 DEPTH 14 .0�1 IH 0141 Y. MIDSMALL HOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION COIITRACTGR. c� o cI 0 11 I',I" SPACING 24.0" TYPE SY42-- --1P1 - 1RI14i PLATE INSTIIBTE, NITS NAlIO11Al. DESIGN SPECIFIf.ATIOII FGR W000 101111#11;110H L.CSIIC Lifi(I,,„�_ 0 JOB: FTIO =701 PINNACLE LOT 1 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4X2 SO. PINE #2 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. _ BOT CHORD 4X2 SO. PINE #2 N IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS n WEBS 4X2 SO. PINE #3. EXCEPT AS SHOWN MUST BE MARKEO BY TRUSS FABRICATOR. c N : W1- (2) 4X2 SO. PINE #3 * ODD WEB. a 0 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. In w Ts 1n 0 CID 7-0=0 T 7-0-0 TO CENTER OF 24.0' MAXI OPEN CHASE 30.0" TYP. 1.5X4 3,`�4 3X6 3X4 3X4 1 .5X4 3X4 3X6 1-2-0 wt /r X W' 1-2-0 3X5 3X4 3X4 3X4 3X4 3X5 2X4 2X4 Lo o - ------- -- - --------14-0-0 OVER 2 SUPPORTS--------------------------- Q1 R-742# W= 5.50" R=742# W- 5.50" PLT, TYP,-ALPINE SEON-- 40001 REV 15.6.5 SCALE 0.5000 ALPINE ENGINEERED PRODUCTS, ILK.:. TRUSSES REQUIRE E/IREME CARE DESIGN CRIT:TPI-PCT REF R012--90816 o L' **IMPORTANT**SHALL 1701 BE PESPONSIBLE FDR ANY WARNING IN HA timid. EPECTIOH ARD C] GJ =1 G7 DEVIATION FROM THIS DESIGN OR THESE SPEC IF ICA I101K:, OR ANY BRACING. `--IEE 1110-91 BY TPI. SEE iHIS DESIGN TC LL 40 .0 PSF DATE 06/08/93 L., O CJ L`-7 FAILURE TO BUILD THE TRUSS IN CONFORMAIICE WITH OS188 BY TPI FOR ADDITIONAL SPECIAL PERMAHEHT ORACItG RE —"—�-- C_7 = CJ = ALPINE CONIIECIORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP TC DL 10 . 0 PSF DRWG HCUSRM2 93159016 A445 GR A E/C.EPT AS NOTED. APPLY COHNECIOPS 10 EACH FACE OF CHORD SHALL BE LATERALLY BPACED WITH PROPER �ALPINE� O TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC DL 5,O PSF HC-ENG0 t � O COHHE CIORS PER DRAWINGS 130, ISO C 16DA-F. DESIGN SIA14DARUS WITH PROPLRLY ATTACHED RIGID CEILING -- SEE fi ��+y .TOT.LD. L24 PSF O/A LEN. 1 4-O-0 _ COLIFORM W/APPLICABLE PROVISIONS OF NDS G TPI All ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PPOPER N 2 S 1TlJ _ TRUSS _ SEAL ON 1HIS IN AWING APPLIES TO THE COMF`UNE111 DEPTCILD HERE DRYWALL APPLICATION FURNISH A COPY DI THIS Q�}4�,FAC. 1 .00 DEPTH 14, 0" 1=7 L—J F-7 IIl OIL f. AND SHALL NOT DE RELIED UPON IN Allf OHIE.R WAY OESIGH TO THE TRUSS ERECTION CONIHACIDR, I U — c-, T T c_3 c-_, L-3 L ml1111', I.CS(�Lt !1c:U'u, ( .I'.' SPACING0" TYPE SY42-- - TP15`i PLATE INSIIIIH E, - 1991 Na(.1 UN 41 OE SI(d1 SPEC IF L;AT1011 TDR WDOO CLH rSI R�.A:1 ICdl _� JOB: FT11 =701 PINNACLE LOT 1 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4X2 SO. PINE #2 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. _ BOT CHORD 4X2 SO. PINE #2 N IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS n WEBS 4X2 SO. PINE #3 MUST BE MARKED BY TRUSS FABRICATOR. c REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. * ODD WEB. o N (D W UI (D O V 8=0=0 _ _ 8-0-0 TO CENTER OF 24.0- MA? . OPEN CHASE ---�I 30.0" TYP. 1 .5X4 F 1 .5X4 3X5 3X4 3X4 3X4 3X4 3X4 3X4 3X5 1-2-0 �� � —;�` 1-2-0 4X5 3X4 1 .5X4 3X4 3X4 4X5 2X4 2X4 — 3X4 1.5X4 co C3 ----- ---- ----16-0-0 OVER 2 SUPPORTS----- p1 R=852# W= 5.50" R=852# W= 5.50" -- PLT. PLT. TYP.-ALPINE SEON-- 40003 REV 15.6.5 SCALE 0.3750 ALPINE ENGIEE.LO PR(IDP`Ts. INC IRUSSES REal1IRE EXTREME CANE OESIGN CRIT:TPI-PCT REF R012--90817 *)(IMPORTANT**SMALL HOT BE RESPONSIBLE FOR ANY W A R N I N G IN HANDLING, ERECTION AND DEVIAIIOTT FROM IHIS DESIGN UR IIIESE SPEIIFICAIIOIIS, MR ANY 8.,111111. SEE NIH-91 BY IPI. SEE TNIs DESIGN TC LL 40 . 0 PSF DATE 06/08/93_ C-I FA1LUTIE TO BUILD THE TRUSS IN CONFORMANCE WITH aSTB8 BY IPI FOR ADOITIOIML SPECIAL PERMANENT BRACIIIG RE I= t--� I= O ALPINE CONNECTORS ARE MADE OF 2DGA GALV. STEEL. MEEIING AST. GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP / TC {JL 1F) O PSF DRWG HC�UJSR012 93f590f7 L—=] C7 L-] L—_ TRUSA445S GR A EXCEPT11AS OTHERWNOTED,ISE APPLY CONNECTORS 10 IN. FACE OF [HO NO ACHED BE LATERALLY BRACED WITH PROPER tAJ Ir' qA L.. _- -' ALPINE C] ROSS ANO UIILE55 OTIJERNISE 111,1118 01! THIS❑ESI IJ, POSITION LY ATTACHED PLVNIlUO SHEAiIi[NG. OOTTOM CHORD BC DL 5. 0 PSF HC-ENG C=I I—, CGNNECi(IRS PER DRAWINGS 130, 150 C 160,1-F. ❑ESIGN STANDARDS WITH PRCPERLV ATTACHED RIGID CE ILIfJC, -- SEE �y.� TOT.LO, 55.OJPSO/A LEN. 16-0-0 C� CICOMFORM W/APPLICABLE PROVISIONS GF NDS C TPI. AN ENGINEER'S ALPINE TECHMICAL UPDATE (7/1/911 FOR PROPER �ltTRUSS SEAL ON THIS DRAWING APPLIES IO INE COMPONENT DLPICIEN HERE DRYWALL APPLICATION FURNT5H A COPY OT INNS n DUR.FAC. 1 .00DEPTH 14 .Ot_� l--l 111!OHLf, ANN SIIAI I. HOT BE RELIEF)UPON IN ANf UlNLR NAf. DES1G14 TO TMtC TRNSS ERECTION COHIPACTUR.L-D I--] I -j I T L-T L_, SPACING 24.0TYPE SY42-- -iot - IN MSS PL ATE IM-311 Pill. NOS - 19`11 .411.IIA I. IIF SIGN:;PEIaIICA iIJN 1OH.000 COlY31 RIlta 1011 JOB: FT12 =701 PINNACLE LOT 1 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4X2 SO. PINE #2 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. _ BOT CHORD 4X2 SO. PINE #2 N IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 SO. PINE #3. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. c Ln : W1- (2) 4X2 SO. PINE #3 * ODD WEB. o REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. T w Ln 1n 0 m 7-11-0 7-11-0 I�------ -- r – �I TO CENTER OF X24.0" MA . OPEN CHASE 30.0" TYP. 1.5X4 3X5 3X4 3X4 3X4 3X4 3X4 3X4 3X7 w1 1-2-0 1-2-0 4-3X6 3X4 1 .5X4 3X4 3X4 4X5 2X4 2X4 — 3X4 1 .5X4 CID DO C:, = -- —15-10-0 OVER 2 SUPPORTS- ---- -- 6 R=843# W= 5.50" R=843# W= 5.50" PLT. TYP.-ALPINE SEON-- 40004 REV 15.6.5 SCALE = 0.3750 ALPINE ENGINEERED PRO DUG IS, INC. 1RUSSES REOIII, EXTREME CARE DESIGN CRI T:TPI—PCT REF R012--90816 C3 O - — **I MPO R T A N T**SHALL NOT BE RESPONSIBLE FGR ANY WARN I NG IH MARGL IRO. ERECTION ARD C�ATRUSS DEVIATION FROM IRIS DESIGN OR THESE SPEC IF ICAT FOILS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS CESIGN TC LL 40 .0 PSF DATE 06/06/93 FAILURE TO BUILD THE TRUSS IH CONFORMANCE WITH GSIBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRALIt6 RE �+ALPINE CUHNECTORS ARE MADE OF 20GA GALV, STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP fC DL 10 .0 PSF DRWG HCUSR012 93159018 A445 GR A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERG BC DL 5 O PSF HC-ENGf '•; C] TRUSS AILD UNLESS OTHCRW15E LOCATED ON THIS UESIGII, POSITIOR LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 7/ '_PER ORAWI14GS 130, 150 6 16DA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - TOT.LO. 55.0 PSF 0 A LEN. 15-10-0 I= C� C011FORM W/APPLICABLE PROVISIONS OF NDS G IPI AN ENGINEER'S ALPINE TECHIIICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATIGN FURNISH A COPY OF THIS 111 i 7T7 OUR.FAC. 1 . 00 DEPTH 14. 0' IN INR 1, ANO SHALL IIOT BE RELIED UPON IN AiII OTHER WA i. DES IGII TO THE TPL'65 ERECT IOII CONTRACTOR. �_CS)]t; ilt.�1r(), (�.).,. U= C= o o F-T o SPACING ITYPE SY42-- --TPI • TRUSS PLATE INS1ITUTE. FIDS - 1991 HATIOIIAL DESIGN SPEC IF ICA TI OI!FCR WOOD COth TPOCTIOtl f JOB: FT13 =701 PINNACLE LOT 1 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS Q DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4X2 S0. PINE #2 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. _ BOT CHORD 4X2 SO. PINE #2 N IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 SO. PINE #3. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. c : W1- (2) 4X2 SO. PINE #3 * ODD WEB. 0 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. nl to w En to 0 w 7_11-0 — T 5-4-8 --I TO CENTER OF r 24.0" MAX, OPEN CHASE 30.0" TYP. 1 .5X4 3X4 3X4 3X4 3X4 3X4 3X4 3X6 j 1-2_0 w1 1-2-0 till --—--- 3X5 3X4 1 .5X4 3X4 3X5 2X4 2X4 — 3X4 1 .5X4 m o _ ------- ----- — -----13-3-8 OVER 2 SUPPORTS--------- ---------- m R=704# W= 5.50" R=704# W= 5.50" PLT. TYP.-ALPINE SEON-- 40005 REV 15.6.5 SCALE = 0.5000 ALPINE ENGINEERED PRODt/C15, INC- TRUSSES REOUiRE EdIREnE CAVE DESIGN CRIT:TPI-PCT REF 8012--90819 **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING Itl HArJDu rlF.. eRECTIDu AND DEVIATION IPU. THIS DESIGN ON THESE SPEC IFICAT101!3. UP AHY BRACING. SEE- HIB-91 BY TPI. SEE THIS DESIGN TC LL 40. 0 PSF DATE 06/08/93 CJ C=1 FAILURE 10 BUILD THE TRUSS 111 CONFORMANCE WITH 05188 BY TPI FOR AODITIO14AL SPECIAL PERMANENT BRACING RE C—=] C73 C3 O ALPINE COIIRECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE IIIDICATED, TOP / / TC DL 10.0 PSF DRWG HCUSR012 93159019 L.7 C-, A44b GR A ERCEPI AS NOTED. APPLY CCRINECIGRS I0 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER /� �j ALPINE [-� TRUSS AHD UNLESS OTHERWISE LOCATED ON 11115 DESIGN. POSITION LY ATTACHED PI-YWOOD SHEATHING. BOTTOM CHORD {(�� BC DL 0 PSF HC-ENG=II{+ [� C,� CONNEC1Du5 PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE ////�17�i�111777.���/ 11JT.LD. 55. O PSF O�Q LEN. 13-3-8 COFIFORM N/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/t/9t) FOR PROPER A49 {(. TRUSS '] a DEPTH 14.0" 5FAL GH THIS DRAWING APPLIES 70 THE CUHPOrJEIIi Gk PIC LEU MERE DRYWALL APPLICATION. FURNISH A C01'i DF THIS c, N. DUR.FAC. 1 .0 IN tiNf t, ANTI SHALL NUI BE IlE I.l ED BPDII Irl Arrl OI1iER NAY- DESIGN i0 71tE TRUSS ERECINUN GUN IIIA CT[iu. ( )Ir, �) �,. SPACING 24.0" r-_-1 f 1 C-.J t7-j C.:1 1._1 i �- I'll - U+r;`. PLale ulsnnlnr, uns - 16lN nA Iona ukc7l,N�:PIc1FN:Anuu FOR WOOD Eorr ;u TYPE 4 JOB: FT14 =701 PINNACLE LOT 1 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4X2 SO. PINE #2 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. _ BOT CHORD 4X2 SO. PINE #2 N IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS n WEBS 4X2 SO. PINE #3. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. c Tn : W1- (2) 4X2 SO. PINE #3 * ODD WEB. v 0 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. N LAI rr to 0 N O f� 3-7-Bf- 3-8-2 -' TO CENTER OF 24.0" MAXI OPEN CHASE r � 1 .5X4 2.5X4 3X4 3X4 3X5 1-2-0 \ X w1 1-2-0 J_ _ __ 3X4 1 .5X4 1 .5X4 3X4 2X4 2X4 o fV m O * ------7-3-10 OVER 2 SUPPORTS— R=3740 W- 5.50" R=374#1 W- 5.50" PLT. TYP.-ALPINE SEON-- 40006 REV 15.6.5 SCALE 0.5000 ALPINE EN6INEERED PIIl1Gl1CIS. INC, IRUSSEs REOl1iRE ERTREML CARE DESIGN CRIT:TPI-PCT REF R012--90820 **IMPORTANT**SHALL HOT BE RESPONSIBLE FOR ANY WARN I NG 1N HAHDUIIG. ERECTION AND I C-7 C:3 DEVIATION FROM THIS DESIGN DR 1HESE SPECIFICATIUIIS, OR AIIY BRACING. SEE 1,1I8-91 BY TPI, SEE THIS OLSIGN 1C LL 40 .0 PSF DATE 06/08/93 C-1 FAILURt. TO BUILD THE TRUSS Its CONFORMANCE WITH OSTBB BY TPI FOR ADDITIONAL SPECIAL PERMAHENT BRACING HE O =1 1=3 O ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING A5TM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP IC DL 10 0 PSF DRWG HCUSR012 93159020 C O r=I A445 GH A EICEPI AS NOTED. APPLY CDHHECTORS TO ERCrt FACE OF Lrt0R0 SHALL BE LATERALLY BRACED N11n PRDPEN f/ r-• r L� ALPINE L� 1.1151 AND UNLESS OTHERWISE LOCATE..11 THIS 011.(511P051T1.1I LY ATTACHED PLYWODD SHEATHTOG, B."Ll.CHORD TJ/p/1 BC OL 5.0 PSF HC-ENG FSD :1l.).,i 1 IJ O CDHNECTUPS PER DRAWINGS 130. 150 C 16OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE , TOT.LO. 55.0 PSF 0/A LEN. 7-3-10 F� TRUSS L-1 CONFORM N/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PRGPER (� yw�q SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE. DRYWALL APPLICATION. FURNISH A COPY OF THIS uN Z a iJJ1A DUR.FAC 1 .00 OEPTH 14 .0" f-] III DIILf. AHO SHALL NOT BE PELIED UPOII 1N ANY TITHER NAY. OESIGII TO THE TRUSS ERECTION CDHIaACTI�II F,�/^ A LJ L7 C] CJ 1-.-I L� __IPI - TR1155 PLATE 1111,111NIE. NDS - 1901 HATIONA1_NFSIGN 5PECIF LLAT IDII FDR WN011 CHN'.I H,�..I It'.N �.l'ti�ll: �'L_^,1I 11. '�-.'�- SPACING 24•0" TYPE SY42-- JOB: FT15 =701 PINNACLE LOT 1 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4X2 SO. PINE #2 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. _ BOT CHORD 4X2 SO. PINE #2 N IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 SO. PINE #3, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. LIT c : W1- (2) 4X2 SO. PINE #3 * ODD WEB. o REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. n, 1n w LIT to 0 N 2-7-8 2-8-2 TO CENTER OF 1 24,011 MAX. OPEN CHASE r - 1 .5X4 2.5X4 1 .5X4 1.5X4 3X5 T T 1-2-0 W1 1-2-0 3X4 3X4 2X4 2X4 N m * 5-3-10 OVER 2 SUPPORTS r * R=264# W- 5.50" R-264# W- 5.50" �Ic — PLT. TYP.—ALPINE SEON-- 40007 REV 15.6.5 SCALE 0.5000 ALPINE ENGINEERED PRODUCTS. IT![:. TPUSSES REQUIRE ERIREME cnaE DESIGN CRIT:TPI—PCT REF R012--9082i **IMPORTANT**SHALL 1107 BE RESPONSIBLE FOR ANY WARNING !N HANDLING, ERECTI DN Ae1D L-�AALPINE DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIOt6, OR ATI? BRACING. SEE HIB-91 BY IPI. SEE THIS DESIGN' TC LL 40 .0 PSF DATE 06/08/93 L= C_I FAILURE TO BUILD TME TRUSS IN CONFORMANCE WITH 05188 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRAC"tC, BE E"= Cl ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INOICATED, TOP TC OL 1O• 0 PSF ORWG HCUSR012 93159021 A445 GR A EYCEPT AS NOTED. APPLY COIRIECTORS TO EACH FACE (IF CHORD SMALL BE LATERALLY BRACED WITH/1ROPEaBC DL 5 O PSF HC—ENG FSD/ AFiC.] IHUSS AHD UNLESS OTHERWISE LOCATED UH TINS OE516N. POSITION LV ATTACHED PLYWOOD SHEATHiftG, 601'TOM CHOYID {I_ COIJNF—HS PEP OPAWINGS 130, 150 6 16DA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING'-- SEE TOT.LO. 55.0 PSF O/A LEN. 5-3-10 5EAL 0M W/APPLICABLE PROVISIONS OF NDS G IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 1ISH A 1 FORT IPERZr1DNR.FAC. 1 .00 DEPTH 14SEFL ON THIS GRAW1.'G APPLIES TO THE COMPONEIIT DEPICTED HERE GRVWALL APPLICATION. FURNISH ALU'(Oi TR7 90 TNI 0111 Y, AIIll SMALL HITT DE RELIED UPON IN ANI? OTHER WAY. UESIGII TO THE TRUSS ERECTION COHTRAf TDP.. C] C=) L'.-] E--] C"-) C=] r__IPI - IPUSS PLATE INSTITUTE. NDS - 1991 IIATIOIIAL OtSIGN SPECIFICATION FOR WOOD CGIfiTRIfi1tN1 .('AI�1.(; �'�:.111) 1'.I.. SPACING 24 0" TYPE SY42-- JOB: FG1 =701 PINNACLE LOT 1 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD (2) 4X2 SO. PINE #2 N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. _ BOT CHORD 4X2 SO. PINE #2 Dense IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS C-) WEBS (2) 4X2 SO. PINE #3, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. c Ln : W1-4X2 SO. PINE #3 x ODD WEB. o REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. SPECIAL LOADS -------------------------------------------------- TC From 743 plf at 0.00 to 743 plf at 6.83 BC From 10 plf at 0.00 to 10 plf at 6.83 w Ln In 0 N N 3-5-0 3-5-0 =; TO CENTER OF 18.O 1- OPEN CHASE 6X7 5X5 5X5 6X7 1-2-0 / w1 w 1-2-0 4X8 1 .5X4 4X8 2X4 2X4 1 .5X4 N �= N - JOB: Al =701 PINNACLE LOT 1 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFA. TOP CHORD 2X4 SO. PINE SS, EXCEPT AS SHOWN TC X-LOC L-R: 0.29 2.90 5.54 10.50 15,46 18. 10 20.71 x BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 2.90 5.65 10.50 15.35 18. 10 20,71 c : T1-2X4 SO. PINE #2 N D 2 COMPLETE TRUSSES REQUIRED PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. NAILING SCHEDULE: [16d COMMON WIRE NAILS] fu UPLIFT : 830# 830# TOP CHORD 1 ROW @ 5" O.C. BRG LOC: 0' 0" 21' 0" WEBS i ROW @ 4" O.C. t-0 UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND BOTTOM CHORD: 1 ROW @ 16" O.C. w SPEED=110 MPH. MEAN HGT=15.0 FT. Enclosed. (SBC) USE EQUAL SPACING BETWEEN ROWS AND STAGGER �- NAILS IN EACH RDW TO AVOID SPLITTING. D SPECIAL LOADSco -------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. w TC From 433 p I f at 0,00 to 433 plf at 5.50 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. N TC From 505 plf at 5.50 to 505 plf at 15.50 TC From 433 plf at 15.50 to 433 plf at 21.00 * THE TOP CHORD OF THIS GIRDER SHALL BE BRACED WITH PROPERLY ATTACHED BC From 20 p I f at 0.00 to 20 plf at 5.50 TRUSSES AT 24" THIS AREA ONLY. BC From 36 plf at 5,50 to 36 plf at 15.50 BC From 20 plf at 15.50 to 20 plf at 21.00 BC 448# Concentrated Load at 5.50 BC 448# Concentrated Load at 15.50 4X8 1 . 5X4 4X8 3X16 \ 3X16 1 . 5X4 1 . 5X412 \ T1 12 8.00\ \ \ 8.00 1-3-0 1-3-0 1 . 5X4 2 . 5X4 6X6 2 .5X4 1 . 5X4 4X7 4X7 1-4-0 5-6-0 � 10-0-0 5-6-0 1-4-0 --- ------21-0-0 OVER 2 SUPPORTS----- --t R=6095# W- 5.50" R=6097# W- 5.50" PLT. TYP.-ALPINE SEAN-- 65205 REV 15.6.5 SCALE - 0.2500 _ ALPINE ENGIFIEEREO PRODUCTS, TIC. TRUSSES REQUIRE ...REM. CARE DESIGN CRIT:TPI REF 8012 -00967 d - L-T **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND ', = DEVIATION FROM THIS DESIGN OR 1HESE SPEC IF ICA T 16t✓<j, OR ANY BRACING. SEE 1418-91 BY 1PI. SEE THIS DESIGN TC LL 30 .0 PSF DATE 06/18/93 U O FAIIVHE TO BUILD THE TRUSS IN CONFORMANCE WITH GS18B BY IN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPIIIE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEET114G ASTM OUIREMENTS, UNLESS OTHERWISE INDICATED, TOP GC OL 15.0 PSF DRWG HCUSR012 93169032 A446 GR A EYCLPT AS 140TE0. APPLY CONNECIOPS It)EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER {�/ L.l ALPINE L-� TRUS`S A1471 UNLESS OTHERWI5E LOCATED ON IHIS IILtiICIF PO%ITIOI1 LY ATTACHED PLYWOOD SHEATHING. BOTIOM CHORD ` BL OL 10 .0 PSF HC-ENG OAL LPINE PER DRAWINGS 130, 150 6 160A-F DESIGN STA14DAROS WITH PROPERLY ATTACHED RIGID CEILING. - SEE TOT.L D. 5 5•O PSF D S A LEN. 2 1-0-0 COUFORH W/APPLICABLE PROVISIONS OF NDS C TPI At! EHGIHEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER t- C� TRUSS C r� SE FL ptl lllly DRAWItIG APPLIES f0 711E COMI'pNENi Gt 1CtEU HERE OHIWALL APPLICATION FURIIISH A CpPf OF 711(5 '�� DUR.FAC. 1 .33 PITCH 8.0/12 III UIlLf, Alit] SHALL POT BE REI IEII UPOII IN ANf L17HfF1 WAY. OESION TO T11E TRUSS ERECTION CO 'I TON, /� p c I L -I Pt ATE u15n7uT E. uus - 1b`11 ru.I lul mL ueSl Gl!sPEC IF IC.AIIcu FOR WnOu C.nll;mucil',N ,C Sitsi E!L of l(, �'.�:. SPACINGS EE ABOVE TYPE HIPS-- EE JOB: .61 =720 PINNACLE LOT 1 (ROOF) THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE SS, EXCEPT AS SHOWN TC X-LOC L-R: 0.29 3.70 7.04 11.46 14.80 18.21 = BOT CHORD 2X4 SO. PINE #2 N n WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 7. 15 11 .35 18.21 c Tn : T1-2X4 SO. PINE #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. D UPLIFT : 540# 540# o BRG LOC: 0' 0" 18' 6" UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=21 .0 FT. (1991 SBC) Tn w THIS #1 HIP DESIGNED TO SUPPORT 7' 0" JACKS WITH NO WEBS. rn ED 0 LD 4X8 4X4 3X6 (A 1) 1 .5X4 Ti 1 . 5X4 3X6 (A 1) 12 12 8.00 \ a 8.00 0-4-7�- i - / O-4-7 ---- 4 X 4 5 X 6 _ -�- 1-9- 7-0-0 4-6-0 7-0-0 1-9-0 ----18-6-0 OVER 2 SUPPORTS m - R=2281# W= 5.50" R=2278# W= 5.50" == PLT. TYP.-ALPINE SEON-- 651B6 REV 15.6.5 SCALE 0.2500 ALPIIIE ENGINEERED PRODUCTS, ItA:. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT:TPI REF R012-00954 1EiE I MP OR T A N T 1EdE SHALL RaT BE RESPONSIBLE FDR ANY WARNING ,H HANDLING. ERECTION AND C.1 L-I _) C7 C3 DEVIATION FROM THIS DESIGII OR THESE SPECIFICATIONS. OR ANY BRACING. SEE 14IB-91 BY TPI SEE THIS DESIGN TC LL 30 PSF DATE 06/17/93 O FAILURE TO BUILD THE TRUSS Ill CONFORMANCE WITH OSTBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE C7 C:7 C7 L= ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL, MEETING ASTM OUIREMENTS. UNLESS OTMERN15E INDICATED. TOP ooTC DL 15.0 PSF DRWG HCUSR012 93168019 A445 GR A EXCEPT AS NOTED. APPLY CQUIIECIORS TO EACH FACE OF CHORD SMALL BE LAIERALLY BRACED WITH PROPER f�/�� CJ L. OL 10 PSF HC-ENG S� T -1 ALP IN E� IRUY,AND UNLESS OTHERWISE LOCATED OR THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD v� JO C7 CONNECTORS PER DRAWINGS 130. 150 6 150A-F. DESIGN STANDARDS WITH C'ROPERLV ATTACHED RIGID CEILING --- SEE V" TO f.LD. PSF OSA LEN. 18-6-0 L-I TRUSS COIIFORM N/APPLICABLE PROVISIONS OF NOS G TPI AN ENGINEER'S ALP114E TECHNICAL UPDATE (7/1/91) FOR PROPER {l ■ 1 n a DUp.FAC. 1 .33 PITCH 8.0/12 SIAL Otl THIS DHAWTNG APPLIES 10 HIL COM11ONIN1 DLPICIED HFRL DRYWALL APPL.[CAT ION. FOPPISH A COPY OF THIS r' AND SNAIL NOT OT. PE1110 UPON Ill ANY OIHFR NAY. OESIGII TO THE TRUSS ERECTION COPIRACTOR. ) I , v, SETBACK 7' 0" TYPE HIPS-- L- I_-! C� I ! L .-.I -f,S11G 1 1Ui1f((T ('.. - 11'I - Iiq^. PI AIF INS 11 IlTlt, lniS - Tv'H IIA IIIIIAI. ❑1:7GN SPEP.IF LCAT IlR!FOR Mt1UU Cern 1RVUI Ton R JOB: B2+B3 =720 PINNACLE LOT 1 (ROOF THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 4.83 9.25 13.67 18.21 _ BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 9.25 18.21 c In PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. D UPLIFT : 350# 350# O BRG LOC: 0' 0" 18' 6" R, UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=21.8 FT. Enclosed. (1991 SBC) to w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. �- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. O7 m 0 IU O 4X4 1 . 5X41 .5X4 2 . 5X4 (Al) 12 12 2 .5X4 (Al) 8.00. 8.00 0-4-7LH �0-4-7 5X6 ' g_ 9-3-09-3-0 1-9-0 CP --18-6-0 OVER 2 SUPPORTS * R-1475# W- 5.50" R-1475# W- 5.50" PLT. TYP.-ALPINE SEON-- 65187 REV 15.6.5 SCALE - 0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT:TPI REF 8012--00955 O 13 �� O o *%IMP 0 R T A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HAINILING. ERECTION AND OATRUSS DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE 1118-91 BY TPI. SEE THIS DESIGN TC LL 30.0 PSF DATE 06/17/93 FAILURE TO BUILD.THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE LC ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHER015E INDICATED. TOP _ ,- TC DL.. 15.0 PSF DRWG HCUSR012 93168020 A445 GR A EXCEPT AS NOTED. APPLY COINIECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER []L• OL 1O O PSF HC-ENG FSD TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDUCOIlECTORS PER DRAWINGS 130, 150 C 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LO. 55.0 PSF 0/A LEN. 18-6-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPIAN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1191) FOR PROPER OtiR FAC1 PITCH 8.0/12 o SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �`J�7 L!V J 7 III OIII.Y, At1U SHALL 1107 BE PELTED I1POt! IN ANY OTHER WAY. DESIGN TO 711E TRUSS ERECTION CnN7PAC T OP. r� r� r� c:7 r-� L-:� ' T SPACING 24.0" D•T - THUS,PLATE ulsn nn E. un5 - tv01 uar uaml. uE•;Tcu sPEGIF[ra n ou FOR WDan r.Ors rRucrlDN �.,CSlIC I Ic;:1(u,_L.(': TYPE COMN-- e JOB: .84 =720 PINNACLE LOT 1 (ROOF) THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 4.83 9.25 13.67 18.21 _ BOT CHORD 2X4 SO. PINE #2 N c, WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 9.25 18.21 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. m UPLIFT : 350# 2001 BRG LOC: 0' 0" 18' 6" IU UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND SPEED=i10 MPH. MEAN HGT=21 .8 FT. Enclosed. (1991 SBC) to w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. H- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 N 4X4 12 1 . 5X 4 a 8.00 1 . 5X4 2 . 5X4 (Al) 12 8.00 2 . 5X4 (Al) 0-4- A-A-0-4-7 5X6 179- 9-3-0 9-3-0 i, 16-6-0 OVER 2 SUPPORTS —" R-14751 W- 5.50" R-12581 W- 5.50" -= PLT. TYP.-ALPINE SEON-- 65188 REV 15.6.5 SCALE - 0.2500 ALPINE ENGINEERED PPODUCT5, INC. TRUSSES PEOUIPE EXTREME CAPE DESIGN CRIT:TPI REF 8012--00956 O C- O q q - **IMPORTANT*�SHALL NOT BE RESPONSIBLE FOR ANY WARNING I14 HANDLING, ERECTION AND C= DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE 1110^91 BY TPI, SEE THIS DESIGN C. LL 30. 0 PSF DATE 06/17/93 FAILURE TO BUILD,THE TRUSS IN CONFORMANCE MIT"OST86 BY TPI FOP ADDITIONAL SPECIAL PERMANENT BRACIAG RE O C� O O ALPINE C0194ECTURS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED, TOP -J- - TC DL 15.0 PSF DRWG HCUSA012 93168021 A445 GR A EYCEPF AS 110710. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC DL 10-0 PSF HC—ENG FSO ALPINE d TPUSS AND I111LESS OTHERWISE LOCATED 011 THIS DESIGN POSITIO14 LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 1� O CONNECTORS PER DRAWINGS 130, 150 S 16OA-F, DESIGN STA1404POS WITH PROPERLY ATTACHED PIGTO CEILING --SEE ' - TOT.LO. 55. 0 PSF O/A LEN. 18-6-0 CONFORM W/APPLICABLE PIIDVISIO14S OF NDS I. TPI AN ENGINEER'5 ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER fpf� OUR. 13 J^� PITCH 8.0/12 TRUSS 5EAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS 190 C� III 0I11 Y, AHD SHALL NOT 0E RELIED UPON IN ANY UHIEP WAY. OESIGII TO THE TRUSS ERECTION CDIIIPACIOP. Co 3 C , 4--TPt - muss aLarE tNsrtn4rF. nns - 1991 NATIONAL DESIGN sPEcrlrcntrml FOP WOOD car4sraur.nau i.CS(IC I(>r:1C<), � ;t:� SPAtTNG 24.0" TYPE CMN-- JOB: .65 =720 PINNACLE LOT 1 (ROOF) THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 4.42 8.88 9.62 14.08 18.21 = BOT CHORD 2X4 SO. PINE #2 N n WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 8.9B 9.52 18.21 c U) PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. D UPLIFT : 350# 200# BRG LOC: 0' 011 18' 6" N UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=21.6 FT. Enclosed. (1991 SBC) In w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. O1 co 0 N W 4X4 4X4 12 1 . 5X4 a 8.00 1 . 5X4 2 . 5X4 (Al) / 12 8.00��%=� 2 . 5X4 (A 1) 0-4-T¢ �L-- --- —� �._0-4-7 l / 5 X 4 2 . 5X4 8-10-0 0-1101-0 8-10-0 " - --- 18-6-0 OVER 2 SUPPORTS -- - R=1473# W= 5.50" R=1257# W= 3.50" PLT. TYP.-ALPINE SEON-- 65189 REV 15.6.5 SCALE 0.2500 ALPINE ENGINEERED PPUOUCI5. INC. TRUSSES REDUIRE EXTREME CARE DESIGN CRIT:TPI REF 8012--00957 **IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOP ANY WARNING IN HANDLING. ERECTION ARD C=7A� , TRUSS [-7 DEVIATION FROM 11415 DESIGH UPJ THLSE SPECIFICATIONS. OR AHY BRACING. SEE HI8-91 BY TPI, SEE THIS DESIGN TC LL 30 .0 PSF DATE 06/17/93 UO FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH O5T88 BY IPI FOR ADDITIONAL SPECIAL PEPMANENT BRACING RE [-3C-= ALPINE COIOIECTOPS ARE MADE OF ZOLA GALV. STEEL MEETING ASTH OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP Tl, DL 15. 0 PSF DRWG HCUSR012 93168023 A445 GR A EXCEPT AS NOTED. APPLY CONNECTORS lO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER O TRUSS AtJD UNLESS 0714ERWISE LOCATED OR THIS UESIGH. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC OL 10 .0 PSF HC-ENG CONNECTORS PERUPAWIIJGS 130. 150 C INOA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TUT.LD. 55.0 PSF 0/A LEN. 18-6-0 COIJFORM W/APPLICABLE PRO'lIS1UN5 OF NDS C iPl All ENGINEER'S ALPINE TECHIJICAL UPDATE 17/1/91) FOIJ PROPERL.'l -1 SEAI- UN HITS UNAWING APPLIL'. lU IIIE C(IMPGIILIJT HLPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS `A jua.FAc. 1 33 IH VIII Y, ANO !.HALL 1101 HE RE[It O UPON III ANY 1)[111:91 WAY DESTGII ID THE TRUSS ERECITUrl I:OHIPAC.IOR. -U-I - Ilq l`i', PIAIF IH&V1110It. NII`; - I'011 11AwHNM 011,11.H'PECII IIIATION FUR WOOD CQIISOHI11.11141 1.,e 511: l lssilrt,.(1. SPACING 24.0" j TYPE SPEC-- ! CO CU 41811 �' 7 ' 10 " 3 ' -m - 3 ❑ ❑ PORCH ROOF FRAMED BY BLOR F 1 LL LL F 6 LL m Q = 77 Cn •_ LJ y F14 F 12 F 94LL+ F 3 00 .. = LO 3EAM BY BLOR% ® � i�319 �U4�� 3 01993 Building and Zoiing 7 ' 3 " 10 23 ' 4 " ATLAS BLDG . & COMPONENTS PINNACLE LOT 1 �/ P . O . DRAWER 1427 :ANY BY THE SEA 0 . G . PALATKA, FLA . �• 33 ' 10 JACKS FRAMED BY BLOB . i F11 11 . cn CuLo JLJL 6' 10" FLAT GIRDER 93J129F trl E i '4 JOB: 701 LOC: TIFF DESIGNER: JOB: .86 =720 PINNACLE LOT 1 (ROOF) THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 3.62 6.88 11.62 14.88 18.21 = BOT CHORD 2X4 SO. PINE #2 N C, WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 6.98 11 .52 18.21 c In PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. a UPLIFT : 350# 200# 0 BRG LOC: 0' 0' 18' 611 nl UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND SPEED=1iO MPH, MEAN HGT=21.0 FT. Enclosed, (1991 SBC) (0 w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O,C. H- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1U IV 4X8 4X4 1 1 . 5X4 1 . 5X4 B.00 2 . 5X4 (A 1) 12 8.00 2 .5X4 (A 1) 0-4-7i- f �0-4-7 2 .5X4' 5X6 6-10-0 4-10-0 6-10-0 * 16-6-0 OVER 2 SUPPORTS m �c R-1465# W- 5.50' R-12501# W- 3.50' PLT, TYP.-ALPINE SEON-- 65190 REV 15,6.5 SCALE - 0.2500 ALP IME EITGIIIEEREU PRODUCTS, INC. TRUSSES REQUIRE EXTREME CAPE !DESIGN CRIT:TPI REF R012--00958 *)(IMPORTANT**SHALL NOT BE RESPONSIBLE FOR AHY WARNING IN HANDLING. ERECTION AND t� O T--3 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC LL 30 .0 PSF DATE 06/17/93 ELJ O CJ FAILURE TO BUILD THE TRUSS IN CONFORMANCE KITH OSTBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE O CJ O O ALPINE C01111ECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP -X- TC. DL 15.0 PSF ORWG HCUSA012 93168022 L_, O E::j O A445 GR A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER L_7 ALPINE O 1RUSS ANO UNLESS OTHERWISE LOCATED 011 THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC DL 10 0 PSF HC-ENG FSD O C3 CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LO. 55. 0 PSF O/A LEN. 18-6-0 TRUSS C= CONFORM K/APPLICABLE PROVISIONS OF NOS G TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/917 FOR PROPER IK t _ SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (� j j DUH.FAC. 1 .33 O 1 IN OHLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTPACTOR. 1 L� C7 C= O C='1 +--IPI - 7RIISS PLA IE IN571 TlI E, NDS 1791 NATIONAI. DESIGN SPECIFICATION FOR MOOD 0015 TalIC TION '-,(;S�((� ))Y..i1CC(, '�•(: SPACING 24.0' TYPE SPEC JOB: .87 =720 PINNACLE LOT 1 (ROOF) THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE 02 N TC X-LOC L-R: 0.29 4.88 9.25 13.62 18.21 _ BOT CHORD 2X4 SO. PINE #2 N T, WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 4.96 9.25 13.52 18.21 c PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. D UPLIFT : 350# 200# BRG LOC: 0' 0" 18' 6" N UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=20.3 FT, Enclosed. (1991 SBC) 1n w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O,C. �- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, rn w 0 N a 2 .5X4 (A 1) 4X8 1 .5X4 4X8 12 12 2 . 5X4 (A 1) 8.00q 88.00 0-4-7i- �0-4-7 1 . 5X4 5X7 1 . 5X4 1-9_ 4-10-0 B-10-0 4-10-0 CD 11.79-0 - 1n = 18-6-0 OVER 2 SUPPORTS o, _ * R-1456# W- 5.50" R-1242# W- 3.50" PLT, TYP.-ALPINE SEON-- 65191 REV 15,6.5 SCALE - 0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIPE EXTREME CARE DESIGN CRIT:TPI REF RO 12--00959 **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND O 1= O C:::D DEVIATION FROM THIS DESIGN OR THESE SPECIFICAIIONS, OR AHY BRACING. SEE H10-91 BY TPI. SEE THIS DESIGN TC Ll, 30. 0 PSF DATE 06/17/93 0 O 0 o FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05100 BY tPl FOR ADDITIONAL SPECIAL PERMANENT BRACING PE C] C7 O C7 ALPINE CORRECTORS ARE MADE OF 2OGA GALV. STEEL MEETIIIG ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP -X- -� TC DL 15.0 PSF DRWG HCUSA012 93168024 / d O L� O A445 GR A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER J ALPINE = TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHEO PLYWOOD SHEATHING, BOTTOM CHORD /, 8C bL 10.0 PSF HC-ENG FSO C� O CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PPOPEALY ATTACHED RIGID CEILING --SEE .i �y TOT.LLO. 55.0 PSF DSA LEN. 18-6-0 CONFORM W/ADPL iCABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE IECWT[CAL UPDATE (7/1/911 FOR PROPER ey�j (AUR.,FAC. 1 .33 C, TRUSS �s q SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS t777 111 OHLf, AND SHALL NOT BE RELIED UPON IN A11f UTH ,ER WAY, DESIGN TO THE TRUSS ERECTION CDNTRACIOR1 MI - 111111S PI All INSTITUTE. NDS - 1'.191 NATIONAL DESIGN SPECIFICATION FOR WOOD GOf6TNUCITOfI „(;5�1(, ((,i1:1�. 1 .F SPACING 24.0" TYPE SPEC-- ! JOB: C1 =720 PINNACLE LOT i (ROOF) THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 5.57 10.54 14.50 18.21 = BOT CHORD 2X4 SO. PINE #2 N r, WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 5.35 10.65 14.50 18.21 c w PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. a UPLIFT : 200# 240# BRG LOC: 0' 0" 18' 6" N UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=21.3 FT, Enclosed. (1991 SBC) to w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O'.C. ►- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. rn m 0 N In 4X4 2 . 5X4 4X4 LJ 12 8.00. 6X4 5-7-2 12 4.12 3X5 (A 1) 0-4-7 (�`,_ flfz 1 .5X4 3X8 6X4 2X4 5-6-0 ( 5-0-0 ( 8-0-0 0 18-6-0 OVER 2 SUPPORTS m _— R-1253# W- 5.50" R-12530 W- 5.50" PLT. TYP.-ALPINE SEON-- 65192 REV 15.6.5 SCALE 0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT:TPI REF 8012--00960 *'*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND O C:=] C= C3 I= DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC LL 30 .0 PSF DATE 06/17/93 O O O O FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY IPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ Q O D C=j ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP -� T^ OL 15. 0 PSF DRWG HCUSR012 93168025 O O O A445 OR A E/CEPT AS NOIED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC DL 10-0 PSF HC-ENG LC� ALPINE Cl INOSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHIIIG, BOTTOM CHORD /J/J/� 1� C0 14t W:CTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED PIGID CEILING -- SEE �(�". TOT.LD. 55. 0 PSF O/A LEN. 18-6-0 Lam_ TRUSS Q COLIFORM W/APPLICABLE PROVISIONS OF NDS C TPI. All ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/951 FOR PPOPER _ SEAL ON THIS DRAWING APPLIES TO THE COMPGNEHT DEPICTED HERE DRYWALL APPLICATION, FUAN15H A COPY OF THIS OUR.FAC. 1 .33 C, C7 r_I 111 ONLY, AND SHALL NOT BE RELIED UPON IN AHI D1HER WAY. DESIGN TU THE TRUSS ERECT 10t1 COiHPAf.TOR. _cslic )'.i{. SPACING 24.0" TYPE SPEC-- -IPl - IRII!+5 Pt AYE 11457f Tll'I E. 11115 - t�i'JI NAlIOt1Al DESI GII SPECIFICAi1O11 FOR WOOD COIY�IuI)GTIIiF/ JOB: C2 =720 PINNACLE LOT i (ROOF) THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 Dense, EXCEPT AS SHOWN TC X-LOC L-R: 0.29 3.06 6.83 10.71 17.04 = BOT CHORD 2X4 SO. PINE #2 N 0 WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 2.85 10,81 17.04 c m : T1-2X4 SO. PINE #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 290# 250# END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. BRG LOC: 0' 0" 17' 41' ti UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH, MEAN HGT=21.7 FT. Enclosed. (1991 SBC) m w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" 0'•C. �- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. rn C0 (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO N BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS, BRACING Cn MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A SUITQ�� SUPPORT BY ERECTION CONTRACTOR. 3X5 4X7 12 A) 6-5-13 8.00 3X5 (A 1) 5X4 12 4.00l^ A— T1 0-4-7 4X6 5X8 rl 2X4 -9-p 3-0-0 7-8-0 6-8-0 17-4-0 OVER 2 SUPPORTS R-1385# W- 7,75" R-1176# W- 3.50" PLT. TYP.-ALPINE SEAN-- 65193 REV 15.6.5 SCALE - 0.3750 ALPINE ENGINEERED PRODUCTS. I16. TRUSSES REQUIRE E%inEME CARE DESIGN CRIT:TPI REF R012--00961 **IMPORTANT* SHALL NOT BE PESPOt1S I BLE FOR ANY WARNING IN HANDLING. ERECTION AND C�ATRUSS DEVIATION FROM THIS DESIGN CA THESE SPECIFICATIONS, OR ANY BRACING, SEE HIB-91 BY TPI. SEE THIS DESIGII TC LL 30 .0 PSF DATE 06/17/93 C7 FAILURE TO BUILd THE TRUSS IN CONFORMANCE WITH OST88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE O ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENT5. UIILE5S OTHERWISE INDICATED, TOP TC OL 15. 0 PSF DRWG HCUSR012 93168026 A445 Gq A EXCEPT AS NOTED. APPLY CONAECTOPS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERrTRUSS AND UNLESS OTHERWISE LOCATED 011 THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTQM CHUROBC DL 1 0.0 PSF HC—ENG 1J CONNECTORS PER ORAWTIIGS 130, 150 C 16OA-F. DESIG1!STAIIOAPOS WITH PROPERLY ATTACHED RIGID CEILItTG --S'1'OE /0 TOT.LO. 555.0 PSF 0/A LEN. 17-4-0 CONFORM W/APPLICABLE PgpVI5I0t15 DF NDS C TPI. AN EtIGINEER'S ALPINE TECHtTICAL UPDATE (7/1/91) FQq PROPER N'0 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .33 III ONLf. AND SHALL NOT BE RELIED UP011 IN A-Af OTHER WAY. OES1511 TO THE TRUSS ERECTION COUTRACTOR. C] C� G7 = �� f=� --TPI - TRUSS PLATE ItISTITUTE, IIOS - 19'91 NATIONAL DESIGN SPECIFICATICH FOR WOOD CONSTR�,ICTION _f;S(Ic: , `�,)�-. SPACING 24.0" TYPE SPEC JOB: .01 =720 PINNACLE LOT i (ROOF) THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 5.00 7.04 10.00 13.00 y BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE 03 BC X-LOC L-R: 0.29 5.00 7. 15 13.00 c En PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SPECIAL LOADS D ------------------------------------------ UPLIFT 280 390 TC From 85 plf at 0.00 to 85 plf at 7.00 BRG LOC 0'0" 13'4" TC From 184 plf at 7.00 to 184 plf at 13.29 UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN BC From 31 plf at 0.00 to 31 plf at 7,00 In HGT=21.0 FT. ENCLOSED. (SBC) BC From 67 plf at 7.00 to 67 plf at 13.29 w BC 770# Concentrated Load at 5.00 �- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE M PROPERLY ATTACHED TO THE BOTTOM CHORD. 1O 0 LIT A 4X4 3X4 I .5X4 3X512 5-0-7 6.00 \ ' 3X4 (AIn 0-4-7 _ 1 . 5X4 3X7 3X4 Q -= 1-9-0 7-0-0 6-3-8 U') 13-3-6 OVER 2 SUPPORTS R-1586# W- 5.50" R-1636,E W- 3.50" — PLT. TYP.-ALPINE SEON-- 65222 REV 15.6.5 SCALE 0.3750 ALPINE EUGINEEREO PRODUCTS, INC, TRUSSES REQUIRE EXTREME CARE DESIGN CRIT:TPI REF 8012--01554 **IMPORTANT**SHALL HOT BE RESPONSIBLE FOR ANY WARNING IN HAIIDLING. ERECTION AND I�ATRUSS O GEVIATIOU FROM THIS DESIGN ORTHESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC L�- 30 .0 PSF DATE 06/18/93 O � FAILURE TO BUILD,THE TRUSS III CONFORMANCE WITH OST88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACIPIG PE O ALPINE CONNECTORS ARE MAGE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. L'IILESS OTHERWISE INDICATED. TOP TC OL 15.0 PSF DRWG HCUSA012 93169054 A446 GR A EXCEPT'AS NOTED. APPLY COIRIECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER `` DL 1O O PSF HC-ENG DAL C7 TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORDCONNECTORS PEP DRAWINGS 130, 150 6 160A-F. DESIGN STA14DAADS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 55.0 PSF 0/A LEN. 13-3-8 LOIlFGRM M/RPPLICABLE PROYISIONS OF NDS C TPI. AN ENGINEEq'S ALPINE TECIWIICAL UP04TE (7/1/9fi FOR PROPERDUA.FAL'. 1 33 PITCH 8 0/12 � SEAL ON TH15 DRAWING APPLIES TO THE COHPDNENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISAN2 t!_J 111 ONLY, AND 511ALL IIOT BE RELIED UP011 III ANY OTHER WAY. DESIGN TO THE TRUSS EPECTI011 CO" t J C7 (=7 O O O �__7P1 • TRUSS PLATE IISTITUIE, INIS- 1'.101 NATIGIIAL DESIGN SPECIFICATION FDR WOOD MIS-f-TNAI;iGRLHON („(�yII(� '�L�i)lI, f'.1;. SPACING SEE ABOVE TYPE -HIPM-- e JOB: .02 -720 PINNACLE LOT 1 (ROOF) THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 4.70 9.04 13.00 z BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 9. 15 13.00 c In END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. a UPLIFT 240# 220# BRG LOC: 0' 0" 13' 4" UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND n' SPEED=110 MPH. MEAN HGT=21.7 FT. Enclosed. (1991 SBC) w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. �- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. O1 00 0 w 0 4X8 1 .5X4 1 .5X4 6-4-7 2 .5X4 (A 1) 12 B.00� 0-4-7 T 2 . 5X4 2 . 5X4 1-9-0 9-0-0 4-3-8 13-3-8 OVER 2 SUPPORTS °' * R-1109# W- 5.50" R-892# W- 5.50" -� �c = PLT. TYP.-ALPINE SEON-- 65200 REV 15.6.5 SCALE - 0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAPE DESIGN CRIT:TPI REF R012-00965 O **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, EPECTION AND O O O O DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC LL 30 .0 PSF DATE 06/17/93 O O D O FAILURE TO BUILD-THE TRUSS IN CONFORMANCE NITM GS188 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE -- C O O O ALP114E CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP TC DL 15.0 PSF DRWG HCUSR012 93168030 A445 OR A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER AL P I N E BC DL 10O PSF HC-ENG F SD D TRUSS AND LNILESS OTHERWISE LOCATED ON THIS DESIGN POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD A C� CONNECTORS PER DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE ✓ TOT.f_D. 55.0 PSF 0/A LEN. 13-3-CONF8 �+S SEAL ON N/APPLICABLE PROVISIONS OF NDS C TPN. AN ENGINEER'S ALPINE TECHNICAL UPDATE (ISH A ) FOR PROPER OUR..FAC. 1 33 PITCH 8.0112 [� TRUSS S O O SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS If J7V AHO ER WAY GN USS IDI [N+ TPI - TRIUSSLPLATTE BERELIEDUP011NOS AIJ 1991t'NATIO NAL DESIGN SPECIFOICATIONH FOR WOOD CONSTRUCTIONCONTRACTOR. Leslie )fear<I )'.1:. SPACING 24.0" TYPE MHIP-- JOB: .03 =720 PINNACLE LOT i (ROOF) THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 5.70 11,04 13.00 m BOT CHORD 2X4 50. PINE #2 N C, WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 5.70 11. 15 13.00 c m END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. m UPLIFT : 220# 270# BRG LOC: 0' 0" 13' 4" " UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND nl SPEED=110 MPH. MEAN HGT=22.4 FT, Enclosed. (1991 SBC) w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. �- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CT m 0 w a 4X8 1 . 5X4 2 .5X4 2 . 5X4 (A 1) 12 7-8-7 8.00' 0-4-7L 1 . 5X4 2. 5X4 2 . 5X4 - g_g_ 11-0-0 13-3-8 OVER 2 SUPPORTS * R-1115# W- 5.50" R-897# W- 5.50" �- �c — PLT. TYP,-ALPINE SEON-- 65210 REV 15,6.5 SCALE - 0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CAPE DESIGN CRIT:TPI REF 8012--00969 C� C= = C= C� I= **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING 111 HANDLING. ERECTION AND C� C—) C) DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC LL 30 .0 PSF DATE 06/17/93 C� C7 C= I= FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE C� C= C= = ALPINE CONVECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - TC OL 15.0 PSF DRWG HCUSR012 93168034 A445 GP A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER per. A L P I NE O a TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITI8C ON LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD DL 1 OO PSF HC-ENG FSO . [� CONNECTORS PER DRAWINGS 130, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE `.� TOT.LD. 55.O PSF 0/A LEN. 13-3-8 0 SEAL ON W/APTHIS DICABLEAWING APPLIES TO OF 1105 G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (ISH A) FOR PROPER OUI�.FAC. 1 •33 PITCH 8.0/12 a TRUSS SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS C 7 LTi .7.7 "I211Y, AHD SHALL NOT BE PELTED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. { ' 11 TP - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION .e5(1C ('(('�11() (� 1:. SPACING 24.0" TYPE MHIP-- JOB: .04 =720 PINNACLE LOT i (ROOF) THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 6.70 13.00 = BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 6.70 13.00 C W END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. m UPLIFT : 200# 390# 0 BRG LOC: 0' 0" 13' 4" UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND "' SPEED=110 MPH, MEAN HGT=23.0 FT. Enclosed. (1991 SBC) to w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" 0'.C. �- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. m m (A) iX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH m Bd NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY 0 ERECTION CONTRACTOR. 2X4 RUN VERTICAL THROUGH TOP CHORD 5X4 (A) 9-2-13 2 .5X4 (A 1) 12 8.00 0-4-7-L 1 . 5X4 2 . 5X4 13-3-8 OVER 2 SUPPORTS m R-1121# W- 5.50" R-902# W- 5.50" PLT, TYP.-ALPINE SEON-- 65213 REV 15.6.5 SCALE - 0.2500 ALPINE EHGIHEEREO PRODUCTS, INC, TRUSSES REQUIRE EXTREME CARE DESIGN CRIT:TPI REF RO 12--00970 **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING l' HANDLING. ERECTION AND ATRUSS O DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DVSIGN TC LL 30 .0 PSF DATE 06/17/93 � FAILURE 10 BUILd THE TRUSS IN CONFORMANCE NIT.OST88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE � ALPINE CONVECTORS ARE MAOE OF 2OGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP TC DL 15.0 PSF ORWG HCUSR012 93168035 A445 GR A EXCEPT AS NOTED. APPLY CONIIECTOPS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER J/TRUSS AND UNLESS OTHERWISE LOCATED 011 THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDBC DL 10 ,0 PSF HC—ENG �CONNECTORS PER QRAWIUGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEETOT.LD. 55.0 PSF 0/A LEN. 13-3-8 CCNfORM N/0.PPLICABLE PROVISIONS OF Nps C TPI. AN ENGINEER'S ALPINE TELHIIICAL UPDATE 17/1/91) FOR Pg,RE.O SEAL ON TRIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS 1 pU .FAC, 1 .33 PITCH 8 .0/12 IN ONLY, AND SMALL HOT BE RELIED UPO11 IN AHI OTHER NAY. DESIGN TO THE TRUSS EPECTION CONIPACTOR. L= I� o o I,cslie l)cv`cl, VA: SPACING 24.0" TYPE MONO-- TP1 - tPOSS PLATE HIS E, 1115- 1'171 NATIONAL DESIGN SPECIFICATION FOR WOOD C(iHS iNIIC TION JOB: .05 =720 PINNACLE LOT 1 (ROOF) THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 5.74 11 . 13 13.00 = BOT CHORD 2X4 So. PINE #2 N WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 5.74 1.1.23 13.00 END VERTICAL MAY NOT BE EXPOSED TO WINO PRESSURE. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. m UPLIFT : 220# 270# BRG LOC: 0, 0" 13' 3" " UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND "I SPEED=110 MPH, MEAN HGT=22.4 FT, Enclosed. (1991 SBC) to w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. �- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. rn CID 0 w 4X4 3X4 2 . 5X4 2 . 5X4 (Al) i2 7-9-2 8.00. 0-4-7 1 5X4 3XB 2X4 1-9— 11—i-0 2-2—B to to * -13-3-8 OVER 2 SUPPORTS O1 = K R-1115# W- 5.50" R-897# W- 3.50" �c = PLT. TYP.-ALPINE SEON-- 65203 REV 15.6.5 SCALE - 0.2500 = O = = O [� ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CAPE .DESIGN CRIT:TPI REF 8012--00966 **IMPORTANT***SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND ATRUSS DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC LL 30 .0 PSF DATE 06/17/93 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACIFIG RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - TC DL 15.0 PSF DRWG HCUSR012 93168031 A445 GR A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERp IRUSSAND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LV ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC OL 10.0 PSF HC-ENG FSD CONIJECT ORSPERDRAWINGS 130, 150 6 f6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEETOT.LO. 55 0 PSF 0/A LEN. 13-3-8 CONFORM W/APPLICABLE PROVISIONS OF NDS G TPI AN ENGIUEER'S ALPINE TECWICAL UPDATE (7/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS k 2 3 190 OUR.FAC. 1 .33 IN ONLY, AIID SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. C= _eslic , --TPI - TRUSS PLATE INSTITUTE, N05 - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD C01l5 TRUCTION i f-ardP.F. SPACING 24.0" TYPE SPEC-- R JOB: E1 =720 PINNACLE LOT 1 (ROOF) THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 Dense TC X-LOC L-R: 0.00 4.00 6.00 8.00 10.00 12.00 16.00 = BOT CHORD 2X4 S0. PINE #2 N WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.00 3.23 4.00 6.00 8.00 10.00 12.00 c 12.77 16.00 1n PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. D UPLIFT : 520# 520# A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. O BRG LOC: 3' 0" 13' 0" MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. N UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH, MEAN HGT=20.8 FT. Enclosed. (1991 SBC) SEE DRAWING A115/R AND/OR 884, 080 FOR FILLER DETAIL. SEE DRAWING A115/R AND/OR 884, 080 FOR FILLER DETAIL. ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN w PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY rn GABLE WILL SUPPORT UP TO 1 '3" OVERHANG ALONG THE TOP CHORD. REFER 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND o TO A106/B-PLY** POR BRACING OF VERTICALS. GABLE END HAS BEEN SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. — DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE CEILING a AND ROOF SHEATHING DIAPHRAGMS. THE CONNECTIONS AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. NOTE: THE FRONT FACE OF THIS GABLE IS DESIGNED TO SUPPORT NO LOAD. 4X4 2 . 5X4 2 . 5X4 3X4 (F 1) 3X 12 3X 12 3X4 (F 1) 12 / 6X6 12 8.0 g� 8.00 5.00 12 5.00 0-4-7�-- �- 2 . 5X4 2 . 5X4 1 =q_0-4-7 1 . 5X4 2 .5X4 v 2 . 5X4 1 .5X4 3-0-0 3-0-0 8-0-0 8-0-0 1-9-0� 8-0-0 I 8-0-0 16-0-0 OVER 2 SUPPORTS °' = R=179211 W= 5.50" R=1792# W-.5.50" PLT. TYP,-ALPINE SEON-- 65181 REV 15.6.5 SCALE 0.2500 ALPINE ENGINEEREU PRODUCTS, ITIC. TRUSSES REQUIRE EXTREME CARE **IMPORTANT**SHALL 140T BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DESIGN CRIT:TPI REF R012-00949 C7ATRUSS O DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIOLIS. OR ANY BRACING. SEE HIB-91 BY IPI. SEE THIS DESIGN TC LL 30,0 PSF DATE 06/17/93 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BV TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE COIRIECTORS ARE MADE OF aGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP � TC OL 15.0 PSF DRWG HCUSR012 93168014 A445 GR A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER O TPUSS AND UNLESS DTHEPWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD OL 10 , 0 PSF HC—ENG C_ CONNECTOPS PER DRAWINGS 130. 150 C IGOA-F DESIGN STANDARQS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT,LD. 55.0 PSF 0/A LEN. 16-0-0 O COLIFORM N/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATIONFURNISH A COPY OF THIS r—, OUR.FAC. 1 .33 IN ONLY, AND SHALL N07 BE PEI IED UPON It!Atl/ UIHER NAY. DESIGN TO THE TRUSS EPE LTION CDfIi PaCTOR. , cI o E� I_� _estic, Huard, 1 .1':. SPACING SEE ABOVE TYPE SPEC-- --TPI 1PI1S5 PLATE IIISTIIUI E, NOS - 1991 t1AJ IOIIAL DESIGN SPECIFICATION FCA WOOD COIbTPIICTION , R JOB: E2 =720 PINNACLE LOT 1 (ROOF) THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE 02 N TC X-LOC L-R: 0.00 4.00 8.00 12.00 16.00 = BOT CHORD 2X4 SO. PINE #12 N n WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.00 8.00 16.00 c LT. WEDGE 2X4 SO. PINE #2 N In RT. WEDGE 2X4 SO. PINE 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. n UPLIFT : 330# 330* SEE DRAWING A115/R AND/OR 884, 080 FOR FILLER DETAIL. BRG LOC: 1 ' 0" 15' 0" N UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. SPEED=110 MPH. MEAN HGT=21.4 FT. Enclosed. (1991 SBC) In w ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. �- PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. O1 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND °D SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. Ir 4X4 1.5X4 1 . 5X4 2 . 5X4 (F1) 2. 5X4 (F1) 12 6X6 12 8.00 q 8.00 5.00 5.00 0-4-7- 12 12 -0-4-7 3X8 3X8 1-0-0 1-0-0 19_ 8-0-0 8-0-0 1-9-0 0 8-0-0 8-0-0 -- 16-0-0 OVER 2 SUPPORTS m R-1352# W- 5.50" R-1352#1 W- 5.50" �- PLT. TYP.-ALPINE SEON-- 65182 REV 15.6.5 SCALE 0.2500 ALPINE EIIGINEEHED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CAPE DESIGN CRIT:TPI REF R012"-00950 L� o o = F=l o **IMPORTANT�E 9E SHALL NOT BE REGPONSIBLE FOR ANY WARNING IN HANDLING, ERECT IDH Arra 30 .0 ] 1'-1 C3 DEVIATION FROM IRIS DESIGN On THESE SPECIFICATIONS. OR At1Y BRACING. SEE HI8-91 BY TPI. SEE THIS QESIGH TC LL 30 .0 PSF DATE 06/17/93 C� O Y=om 1= FAILURE TO BUILD THE TRUSS In CONFORMANCE XIII,OSTBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ C� C::-_] O C= ALPINE CLAWIECIORS ARE MADE OF aGA GALV. STEEL MEETING ASTM OUIREMEIITS. UNLESS OTHERWISE ILIOICATEO, Top TC OL 15- 0 PSF DRWG HCUSR012 93168015 O G7 O O A445 GR A E/CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER ALPINE Q TPUS5 AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC DL 1 O .0 PSF HC-ENG 1� 0 CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. OESIGH STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE /T�" TUT.LO.: 55. 0 PSF DSA LEN. 16-0-0 CONFORM W/APPL ICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER u 1 /'r �] CL�7 _� TRUSS _ a SEAT. ON THIS DRAWN+G APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS N • 'DUR.F'Ay. 1 33 111 Lf. AND SHALL HOT BE PELTED UPON IN Ail+ U1HER WAY. DESIGN TO THE TRUSS ERECTIGN CONTRACTOR. o � Y G-� 1 =, �' SPACING 24.0" -ml - nary, PNa1F u+:;nTINF. Hns - 1981 NAIImIAI nrsna+suecIFlCAnuN rnH WDGn r.DLnIPUcnn„ .CS)IC )(C:1f'T), .1_.-- TYPE SPEC-- e JOB: E3 =720 PINNACLE LOT 1 (ROOF) THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #12 N TC X-LOC L-R: 0.29 4.00 8.00 12.00 15.71 _ BOT CHORD 2X4 SO. PINE #2 N r, WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 8.00 15.71 c Tn PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. m UPLIFT : 320# 320# o BRG LOC: 0' 0" 16' 0" ro UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=21.4 FT. Enclosed. (1991 SBC) to LAI A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ►- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. m m 0 w 6X4 1 . 5X4 1 . 5X4 3X5 (F 1) 3X5 (F 1) 8.00 6X6 �B.00 5.00 5.00 12 12 0-4-7-L 0-4-7 8-0-0 8-0-0 1-9-0 m =_ * 8-0-0 8-0-0 ` — 16-0-0 OVER 2 SUPPORTS O1 = R-1310# W- 5.50" R-1310# W- 5.50" �c = PLT. TYP.-ALPINE SEON-- 65180 REV 15.6.5 SCALE 0.2500 ALPINE ENGIFIEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE DESIGN CRIT:TPI REF 8012--00948 O C7 = r= C� C= **IMPORTANT**SHALL NUT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND Ll C=7 C=1 _� C7 C—� OEVIATIDN FROM THIS DESIGN ON THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC LL 30 .0 PSF DATE 06/17/93 —1 [_I t� C=I FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI FOR ADDITIONAL SPECIAL PERMANENT SPACING RE' o [� [-1 ALPINE CONUECIORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP TC DL 15.0 PSF DRWG HCUSR012 93168013 C� O L� A445 GR A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PR{ToEP // PINE TRUSS AND UNLESS OTHERWISE LOCATED ON TH15 DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTIor,Cll)RLI // BC OL 10.0 PSF HC-ENG FSD ,/A �+�+ C� COtJNECiORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILIY!; SEE "`"`"' TOT.LD. 55.0 PSF DSA LEN. 16-0-0 C— UJJ (� COFIF ORH N/APPLICABLE PROVISIONS OF NOS G TPI. AN ITHOINEER'S ALPINE TECHNICAL UPDATE (7/1/91] FI)R MOPER 1 �� t-7 SEAL ON 1)iIS DHAN iNG APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A C01•Y OP TFC. /5 ,'y DUR.FAC. 1 .33 IN ONLY, ANL) SHALL NOT BE RELIED UPON IN ANY OTHER NAY DESIGN TO THE TRUSS ERECTION COHTr:ACiOR. G' E� + ( 1'.1•:. SPACING 24,0" TYPE SPEC- 4�--IPI - IHII!i�PL Alf IN5IIl11TE', TINS - 1!101 NAIIONAI.DESIGN SPEC IF[CAI 1011 FOR MOOD Cf!N51 N)I(:TTOW �S;S(((. (�(. f l — JOB: E4 -720 PINNACLE LOT 1 (ROOF) THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE M2 N TC X-LOC L-R: 0.29 4.00 8.00 12.00 15.54 _ BOT CHORD 2X4 SO. PINE #2 N r, WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 8.00 15.54 C m PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. m UPLIFT : 330# 200# 0 BRG LOC: 0' 0" 15' 10" N UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=21.4 FT. Enclosed. (1991 SBC) 10 LAI A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O,C. �- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. m m 0 5X4 1 . 5X4 1 .5X4 3X5 (F 1) 1 6X6 12 4X4 (F3) 8.00 a 8.00 5.00 5.00 12 12 0-4-7 0-5-13 T T Ir 1-9-0 8-0-0 7-10-0 * 8-0-0 7-10-0 15-10-0 OVER 2 SUPPORTS °' = * R-1298# W- 5.50" R-1082# W- 3.50" — �c = PLT. TYP.-ALPINE SEON-- 65178 REV 15.6.5 SCALE 0.3750 ALPINE ENGINEERED PRODUCTS, IrJC. TRUSSES PEOUIRE EXTREME CARE DESIGN CRIT:TPI REF R012-00946 **IMPORTANT* SHALL NOT BE RESPOtIS IBLE FOR ANY WARNING IN HANDLING. ERECTION AND = =— _ O = DEVIATION FROM THIS DESIGN OR THESE SPEC IFICATIOfF, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC LL 30 .0 PSF DATE 06/17/93 O c� = O FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE O C� = = ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP �r TC OL 15.0 PSF DRWG HCUSR012 93168011 [� O O = A445 GR A EXCEPT AS NOTED, APPLY CONIIECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER ALPINE TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OE5IGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD s BC OL 10 .0 PSF HC-ENG F S O O (� CONNECTORS PEP UPANINGS 130, 150 C 16OA-F. DESIGN STA14DAPOS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.LD. 55.0 PSF 0/A LEN. 15-10-0 CONFGRM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER TRUSS O (� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .33 IN ONLI, AND SHALL NOT BE RELIED UPON IN ANY OTIiLP WAY. DESIGN TO THE TRUSS ERECTION CUIITRAC70R. -__TI-I - TAD-6 PLATE INSTITUTE, IINS - 1'.191 NATIONAL DESIGN SPECIFICATI911 FOR WOOD CONSTRUCTION I,;l's)Ic: 1IC',11 LI l'.1?. SPACING 24 0" TYPE SPEC R JOB: E5-=720 PINNACLE LOT 1 (ROOF) THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 Oense, EXCEPT AS SHOWN TC X-LOC L-R: 0.29 4.00 9.38 15.54 _ BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 8.00 11.77 15.54 (7 (n : Ti-2X4 SO. PINE #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. m UPLIFT : 270# 230# o END VERTICAL MAY NOT BE EXPOSED TO WINO PRESSURE. BRG LOC: 0' 0" 15'10" _ UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WINO "' SPEED=110 MPH. MEAN HGT=21.8 FT, Enclosed. (1991 SBC) tD w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O+C. �- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. rn a0 0 6X4 N 3X5 12 8,00. 1 .5X4 6-7-2 5.00 3X5 (F 1) 12 6X4 12 a5.00 3X4 L 0-4-7 T — 2X4 1-9-0 9-4-0 6-6-0 ^ Q * 8-0-0 7-10-0 * 15-10-0 OVER 2 SUPPORTS �Ic R-1303# W- 5.50" R-1086# W- 3.50" PLT. TYP.-ALPINE SEON-- 65179 REV 15.6.5 SCALE - 0.3750 OALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT:TPI REF R012--00947 '*IMPORTANT*)(SMALL NOT BE RESPONSIBLE FOR ANY W A R N I NG IN HANDLING. ERECTION AND C=1 C7 C CA C7 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, 0R ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC LL 30 .0 PSF DATE 06/17/93 C= O [C C7 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05788 BY TPI FOR ADDITIONAL SPECIAL PERMANENT 8RACIf4G RE O C7 D � ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ -- TC DL 15.0 PSF DRWG HCUSR012 93168012 C� (� O C7 A445 GR A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER ALPINE C7 RU55 ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACffO PLYX000 SHEATMIIIG, BOTTOM CHORE BC DL 10 .0 PSF HC-ENG FSO C� CJ C0 NEC Tf1NS PER DRAWINGS 130, t50 6 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.LO. 55.0 PSF O/A LEN. 15-10-0 CDITFORH M/APPL.ICABLE PROVISIONS OF NOS G 1111. AN ENGINCER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER N Z Y DtiR.FAC 1 .33 TRUSS I SEAL ON IHIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY GF THIS o 1-1 r-� IN OIIl.f, AN[1 SriALL NOT BE RELIED UPON IN AiIY OTHER WAY. DESIGN TO TnE TRUSS ERECTION COII7 NaCIOR, c' `- `-' L 1 I'.I? SPACING 24.0" TYPE SPEC-- -N'1 - 1r+us,; mare tnsrt ntt e. uns - nr+t uannnat. ne st r.N sver.tE u:anau FOR WDGu corn Nnir.n Du ,(;tiIIC I ICa:L JOB: E6 =720 PINNACLE LOT 1 (ROOF) THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 4.00 8. 15 11.38 15.54 _ BOT CHORD 2X4 SO. PINE #2 N C, WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 8.00 11.48 15.54 c En END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. m UPLIFT : 250f 2BO# O BRG LOC: 0' 0" 15' 10 N UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=22.5 FT. Enclosed. (1991 SBC) w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. �- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. rn (A) IX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY aT ERECTION CONTRACTOR. 4X4 3X5 4X7 1 .5X4 12 8.00' (A) 7-11-2 3X5 (F 1) 5X7 5.00 1 0-14-TL125.00 12 4X10 2X4 g-Q 11-4-0 4-6-0 8-0-0 7-10-0-0 In 15-10-0 OVER 2 SUPPORTS R-1311# W- 5.50` R-1092# W- 3.50" �Ic = PLT. TYP.-ALPINE SEON-- 65183 REV 15.6.5 SCALE - 0,2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE DESIGN CRIT:TPI REF R012--00951 **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND OATRUSS DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS• OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC LL 30.0 PSF DATE 06/17/93 O FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST08 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE C= O ALPINE COtNIECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED• TOP . - TC OL 15.0 PSF ORWG HCUSR012 93168016 AggS GP A EXCEPT AS NOTED. APPLY LOtINECTORS i0 EACH FACE OF LHORO SHALL BE LATERALLY BRACED WITH PROPER / .O TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING• BOTTOM CHORD �v DL 10.0 PSF HC-ENG FSD CONNECTORSPER 0 ANINGS 130. 150 6 16DA-F. DESIGN STANOAROS WITH PROPERLY ATTACHED RIGID CEILING -- SEETOT.L0. 55.O PSF D/A LEN. 15-1O—O CONFORM N/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/91) FOR PROPERO SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. i 33 � IN ONLY. ANO SHALL NOT BE RELIED UPON IN ANI OTHER NAY, DESIGN TO THE TRUSS ERECTION CONTRACTOP. __TPI TRUSS PLATE INSTITUTE. NOS - 1991 IIA 710IIAL DESIGN SPECIFICATION FOR W000 CONSTRUCTION .(;S(1-:: )1�.ilI L)� ('.I•:. SPACING 24.0" TYPE SPEC - R JOB: E7 =720 PINNACLE LOT 1 (ROOF) THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 4.00 8. 15 12.96 15.54 = BOT CHORD 2X4 SO. PINE #2 N C, WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 8.00 13.06 15.54 c cn PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. n UPLIFT 230f 3201 END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. BRG LOC: 01 0" 15' 1011 rru UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=23.0 FT. Enclosed. (1991 SBC) u:) w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ►� MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. O1 (A) iX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH Bd NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 4X4 4X4 6X6 1 .5X4 2 8.00 8-11-13 (A) 3X5 (F 1) 5.00 5.00 5X7 12 0-4-4 12 4X 10 2X4 1-9- 12-11-0 2-11-0 N — * 8-0-0 7-10-0 BT * m 15-10-0 OVER 2 SUPPORTS * R-1316# W- 5.50" R-10971 W- 3.50" �Ic PLT. TYP.-ALPINE SEON-- 65184 REV 15.6.5 SCALE - 0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT:TPI REF 8012--00952 **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 30 .0 � OATRUSS DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC LL 30 .O PSF DATE 06/17/93 o FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE O = ALPINE COIUIECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED, TOP - TC OL 15. 0 PSF DRWG HCUSR012 93168017 O A445 GR A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER = TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC DL. 10 -0 PSF HC-ENG FSD 0o CONVECTORS PER UPAWINGS 130, 150 L 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LL. 55.0 PSF 0/A LEN. 15-10-0 CONFORM N/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEEP'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPERAN p �]O SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS1990 DU�t.FaC. 1 33 0 r'-, IH O)IL Y. At10 SMALL NOT BE RELIED Uv01J IN ANY OTHER NAY, DESIGN TO THE iPU55 ERECTION CONIHACTDu, 1 t--IPI - 711055 Pt.ATE IIISTITUIF. IIDS - 17'91 14ATIOIIAt. DESIGN!',PECIFICATIDN FDP WOOD COtJSIRlIC7101! '.,('S( )lf.:.1:I' ( .1 SPACTN`+ 24.0" TYPE SPEC-- JOB: E8 =720 PINNACLE LOT 1 (ROOF) THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 4.00 8. 15 10.96 15.54 _ BOT CHORD 2X4 SO. PINE #2 N n WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 8.00 11.06 15.54 c In END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. o UPLIFT 260A 270# BRG LOC: 0' 0" 15' 10" ro UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=22.4 FT. Enclosed. (1991 SBC) to w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. .. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Q1 a) (A) iX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY W ERECTION CONTRACTOR. 4X4 3X5 4X7 1 .5X4 12 8.00' (A) 7-7-13 3X5 (F 1) 5X7 5.00 12 5.00 2 0-4-7� 12 4X10 2X4 10-11-04-11-0 * 8-0-0 7 7-10-0 m 15-10-0 OVER 2 SUPPORTS —_ * R=1309# W= 5.50" R=1091# W= 3.50" PLT. TYP.-ALPINE SEON-- 651B5 REV 15.6.5 SCALE - 0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIPE EXTREME CAPE DESIGN CRIT:TPI REF R012--00953 C— O O **IMPORTANT**SI/ALL 140T BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND OATRUSS O DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, 09 ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC LL 30 .0 PSF DATE 06/17/93 O � FAILURE 10 BUILD THE TRUSS its CONFORMANCE WITH GSTBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OO ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. L41LESS OTHERWISE INDICATED. TOP - TC OL 15.0 PSF DRWG HCUSR012 93168018 OO A445 GP A EXCEPT AS NOTED. APPLY C0IJNECTOPS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER O TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC OL 10 .0 PSF HC-ENG FSO O CONNECTORS PER DRAWINGS 130, 150 C 16OA—F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.LD. 55.0 PSF 0/A LEN. 15-10-0 CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECH141CAL UPOATE (7/7/91) FOR PROPER O SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY DF THISN"Z �, OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY UTHEP WAV. OESIGtI TO THE TRUSS ERECTION CONTRACTOR. LI `_-' =' r ' SPACING 24,0" TYPE SPEC-- --IPI — TRUSS Pi ATE INSi1TlIT F. NDS- 19'17 NAiIOtl A I. DF5i Gls SPEC IFICd T1 U11 FOA W000 CONST RTIC 110N �.,f',ti(I('. f 1L%iT�(� ( .'. f JOB: E9 =720 PINNACLE LOT i (ROOF) * THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 3.83 7.00 9.54 13.00 15.71 = 80T CHORD 2X6 SO. PINE #1 WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 3.83 7.00 9.65 13.00 15.71 m END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 2 COMPLETE TRUSSES REQUIRED [_ s 3333 SPECIAL LOADS NAILING SCHEDULE: [16d COMMON WIRE NAILS] R, -------------------------------------------------- TOP CHORD 1 ROW @ 16" O.C. TC From 85 plf at 0.00 to 85 plf at 16.00 WEBS 1 ROW @ 4" D.C. 8C From 31 plf at 0.00 to 176 plf at 7.00 BOTTOM CHORD: 1 ROW @ 6" O.C. w BC From 240 plf at 7.00 to 240 plf at 16.00 USE EQUAL SPACING BETWEEN ROWS AND STAGGER " BC 752# Concentrated Load at 7.00 NAILS IN EACH ROW TO AVOID SPLITTING. Q1 BC "2615# Concentrated Load at 13.00 NOTE: (1) - 1/2" DIA, THRU BOLT MAY BE SUBSTITUTED p0 FOR (2) - 16d NAILS IN BOTTOM CHORD ONLY. W THIS HIP GIRDER DESIGNED TO CARRY 9' 6" HIPSET WITH #1 HIP v AT 7' 0" SETBACK FRAMING TO BOTTOM CHORD FROM ONE SIDE, PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. AND 2' 0" SPAN FROM OPPOSITE SIDE FRAMING TO TC/BC SPLIT. UPLIFT 640# 1210# ALSO 2615# (**) FROM ORWG. 93168028, PROVIDE FOR 700# UPLIFT. BRG LOC 010" 16'0" UPLIFT BASED ON 25 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN * 1028# FROM #1 HIP, PROVIDE FOR 250# UPLIFT: HGT=21.9' FT. ENCLOSED. (SBC) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE 4 X eROPERLY ATTACHED TO THE BOTTOM CHORD. a 2X4 6X6 ZI) 6-8-7 3X4 2X4 3X4 ! '3X5 6X8 2 .5X4 6-6-0 CU Cn 16-0-0 OVER 2 SUPPORTS R;2656# W- 5.50" R-4829# W- 3.50" PLT. TYP.-ALPINE SEON-- 65215 REV 15.6.5 SCALE 0.2500 ALPINE ENGINEERED PRODUCTS. INF.. TRUSSES REOIJIRE EXTREME CARE DESIGN CRIT:TPI AEF R012--00972 **IMPORTANT**SHALL NOT BE RESPONSIBLE FOP ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPEC IF ICAs TOAs, OR ANY BRACING, SEE HIB-91 BY TPI. SEE THIS OFSIGN TC LL 30 .0 PSF DATE 06/18/93 O G7 L� I.= FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE O o C� Q ALPINE CODNECIORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP ,,eC DL 1 O O PSF HC-ENG D A LT�C DL 15.0 PSF DRWG HCUSR012 93155037 A446 ON A EXCEPT AS NOTED. APPLY CORNECTDPS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER N ALPINE d TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LV ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD p �j C:= CONNECTORS PER OPAW114GS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 55 0 PSF 0/A LEN. 16-0-0 I� COIIFORM W/ADPL.I CABLE PROVISIONS OF HOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPEM r� # Z OUR,FAC. 1 33 P ITCH 8.0112 TRUSS SEAL UN THIS DRANING APPLIES HE CGHPDNENI FiEPIf,1ED NE RE DRYWALL APPLICAiTON FURNISH A LOPV OF TN15 lU IN ONL t, 4110 SHALL NOT BE RELIED UPON IN ANY OTHER WAY. OE SIGH i0 THE TRUSS EPECIIUN CDIIT UA[TON. .. .c tic hearO, !'A SPACING SEE ABOVE ITYPE HIPM-- --IPI - TPUss PLATE IIISTlltll L. UDS - 7091 NAIIONAI. DESIGN SPEC IF ICAI IDN FOR WOOD COt LSINUCfl(lN �_ _ JOB: F1 =720 PINNACLE LOT 1 (ROOF) THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 3.70 7.04 9.21 x BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 7. 15 9.21 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. D UPLIFT 260# 320# BRG LOC: 0' Orf 9' 6" f) UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=21.0 FT . (1991 SBC) Io LAI THIS #1 HIP DESIGNED TO SUPPORT 7' 0" JACKS WITH NO WEBS. ITT m 0 N V 4X8 1 . 5X4 1 . 5X4 2 .5X4 (Al) i2 5-0-7 B.00� i 0-4-7 !C_ - j�� 4 X 4 2 . 5X4 1-9-0 7-0-0 2-6-0 N m -9-6-0 OVER 2 SUPPORTS R=901# W- 3.50" R=1370# W- 3.50" PLT. TYP.-ALPINE SEON-- 65194 REV 15.6.5 SCALE 0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIPE EXTREME CARE DESIGN CRIT:TPI REF R012--00962 **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION ANO DEVIATION FROM ]HIS DESIGN OR THESE SPECIFICAIIUf FG, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC LL 30 PSF DATE 06/17/93 C-7 C=l [--1 O FAILURE TO BUILD THE TRUSS IN CORFORMANCE WITH OS1B8 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRAC114G RE _ C� O CL-1 = ALPIIIE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOPTC DL 15. 0 PSF DRWG HCUSR012 93168027 r-=) O A445 GR A EYCEPT AS NOTED. APPLY CONNECTOR5 TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER L/'6/YJ//'!'/ BC DL 10 PSF HC-ENG D LT AL PINE = IPUS`.i AND UNLESS OTHERWISE LOCATED ON THIS OE5IGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD n O CGNNECTORS PER UPAWINGS 130. 150 C. 150A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.L D. C)5 PSF 0/A LEN. 9-6-0 CONFORM W/APPL ICAB LE PAC)VISI OF NDS C TPI AH ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER �1 E� TRUSS 1� r i��TTJJ OUR.FAC. 1 .33 PITCH B .0/12 SEAL UN 1111 DRdN INC APPLIES 77 THE CGMPUNF:NT UEPIC IED MERE DRYWALL APPLICATION. Fl1RNISH A COPi 01 7.115 F"1 r_1 T 7 Ifl UNI Y, Allll SHALL IlOI BE BELIE[ IIPIiN II!Atlf ONI!_Il Mf.Y. DESIGN 10 THE TRUSS ERF.GTIUN GUNINAf.t UR, ' csiic (lau< 1'.1.. SETBACK 7' 0" --IPI - IPII',:PI dIE Ih5llllllt NUS - tb'I1 1U ICIIAI I7f 51 GN SPEC 711GAllUN FOR WORD ffYh lPlJf,ilNll TYPE MHIP-- e JOB: F2 =720 PINNACLE LOT i (ROOF) THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 4.79 9. 17 = BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3. EXCEPT AS SHOWN BC X-LOC L-R: 0.29 4,79 9. 17 C Ln : Wi-2X6 SO. PINE #1 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 7° UPLIFT 200# 240# END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. BRG LOC: 0' 0" 9' 6" ro UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WINO SPEED=110 MPH, MEAN HGT=1B.5 FT, Enclosed. (1991 SBC) to w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O:C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. m 0 w m 1 . 5X4 2 . 5X4 W� 6-e-2 2. 5X4 (A 1) 12 8.00 f� 1 :5X4 2 . 5X4 1-9-0 -= CID — 9-6-0 OVER 2 SUPPORTS -- R-B15# W= 3.50" R-605# W- 3.50" __-- PLT. TYP.-ALPINE SEQN-- 65214 REV 15.6.5 SCALE a 0.3750 ALPINE ENGIOEEPEO PRU(lUGIS, IIA:, IRUSSES REO(IINE EXTREME CARE DESIGN CRIT:TPI REF R012--00971 L=-7 C= f-U C'1 C� *('IMPORTANT'**SHALL HUT BE RESPUNSIULE FDR ANY WARNING IN NATIDLITIG, ERECTION AND L-.7 C- T-. L_i] E_7 DEVIATION FIIOM THIS DESIGN UH THESE SPECIFICAT1DFis. OR ANY BRACING. SEE I/IB-91 BY IPI. SEE THIS DESIGN TC LL 30 , 0 PSF OATE 06/17/93 C] o L3 E� FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING PE CJ C� ('� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL. MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP TC OL 15•0 PSF DRWG HCUSR012 93168036 L:1 r—U C_7 [.7 AAAS Gn A EXCEPT AS NOTED. APPLY LUIIIIECTOPS TU EACH FACE OF CHORD SHALL 8E LATERALLY BRACEb WITH PROPER BC OL 1 O ,O PSF HC-ENG ,� C-I A L P I NE C-1 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. 80}7014 CHORD I-_I E_� CONNECTOPS PER DRAWINGS 130, 150 C 1HOA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LO. 55.0 PSF OSA LEN. 9-6-0 TRUSS 101!111411 W/APPLICABLE PROVISIONS OF tins G TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE (711191) FOR PROPER 1 ,33 PITCH 8 .0/12 i lit C-7 ,.7 SI:AI UN MIS DHAWING APPLIES 10 THE. LDMPON[NT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS DUR.FAC I f !It OM/. ANN St1A!L !!OT BE RE!)Et)fli'till IN A!!Y NN11 R WAY DELIGN 10 ltE IPUSS ERECI Int!CONIRAC.7UP. 7 1 , / , -) [.. _, L., I cs.u; elcarL, ! . .. SPACING 24.0" TYPE MONO-- IPI - IHII!:.PI ATL IW01 ll11. IA Ib - I'Iv1 IIAA IONAI. OFSIGN sPEC1FICAI ION FOR WNnI)LOLP,114I9.11M' JOB: F3 =720 PINNACLE LOT 1 (ROOF) THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 4.81 9.21 z BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 4.B1 9.21 U) PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. D UPLIFT ; 200# 260# MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BRG LOC: 0' 0" 9' 6" r, UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=21 .9 FT. Enclosed. (1991 SBC) 1n w END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. rn DO 0 w w 1 . 5X4 2. 5X4 6-8-7 2 .5X4 (A 1) 12 8.00' 0-4-7 1 .5X4 2 . 5X4 i-9-0 41 9-6-0 OVER 2 SUPPORTS — * R-8431! W- 3.50" R-627# W- 3.50" — �Ic --- PLT. TYP.-ALPINE SEON-- 65209 REV 15.6.5 SCALE 0.3750 ALPINE ENGIHEEPED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT:TPI REF R012--00968 d C7 CC C� C- O **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND C� Q DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC LL 30 .0 PSF DATE 06/17/93 C] C� O O FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST86 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACIAG RE C] O [� = ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - - TC 'OL 15.0 PSF ORWG HCUSR012 93168033 C� C7 C� O A445 GR A EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC D'r_ 10 .0 PSF HC-ENG F S D ALPINE — TRUSS AND UNLESS DTIIEIIWI5E LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD Cj = CONNECTORS PER DRAWINGS 130. 150 G 16OA-F. DESIGN STANOAPOS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT-LO. 55•..0 PSF 0/A /L'+EN. 9p-6-0 q �+ CONFORM W/APPLICABLE PROVISIONS OF NDS G TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER DUR.,FAC. i 33 PITCH 8.O/12 C� T RUS S O SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS it, 2 5 M IN,OtILvt AIT7ORUSSLPLATTE INSTITUTE,UaaIHOS At11991 NATIONAL DESIGN SPECIFICATIONR FOR WOODT CONSIPUCTIONDR. 0 = = � � `� L,es(ie F{carelyl'.1':.� SPACING 24.0" TYPE MONO-- . JOB: F4_=720 PINNACLE LOT 1 (ROOF) THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 4.93 9.21 m BOT CHORD 2X6 SO. PINE #1 c WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 4.93 9.21 c ITT PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. r m UPLIFT : 400# 700# 2 COMPLETE TRUSSES REQUIRED F BRG LOC: O' 0" 9' 6" NAILING SCHEDULE: (16d COMMON WIRE NAILS] ru UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND TOP CHORD 1 ROW @ 16" D.C. SPEED=110 MPH. MEAN HGT=21 .9 FT. (1991 SBC) WEBS 1 ROW @ 4" O.C. to BOTTOM CHORD: 1 ROW @ 5" O.C. w END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. NOTE: (1) - 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED FOR (2) - 16d NAILS IN BOTTOM CHORD ONLY. N THIS GIRDER HAS BEEN DESIGNED TO SUPPORT: FROM ONE SIDE--18' 6" OF SPAN FRAMING TO THE BOT CHORD OPPOSITE SIDE-- 2' 0" OF SPAN FRAMING TO THE TC/BC SPLIT GIVING A TC LOAD OF 85 PLF AND A BC LOAD OF 501 PLF 2X4 3X7 12 8.00 6-8-7 2 . 5X4 i 0-4—T} 3X6 3X4 m iD 9-6-0 OVER 2 SUPPORTS — R=2615# W- 3.50" R-2615# W- 3.50" = PLT. TYP.-ALPINE SEAN-- 65197 REV 15.6.5 SCALE 0.2500 ALPINE ENGIIIEEREU PRUNUCTS, INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT:TPI REF R012--00963 G7 I= !-� C� L=J o **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDL I tJG, ERECTION AND Z OEVIATICU FROM THIS DESIGN OR THESE SPEC IFICAT IOftS, OR ANY 9HACING. SEE HIB-91 BY TPI. SEE THIS DES ICN TC: LL 30 PSF DATE 06/ 7/93 AA O FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI FOR ADDITIO14AL SPECIAL PERMANENT BRACING REO ALPINE CONNECTORS ARE MACE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. U14LESS OTHERWISE INOICATEO, TOPAN2 / TC DL 15.0 PSF DRWG HCUSR012 93168028 C7 =7 A445 GR A EXCEPT AS NOTED. APPLY CONVECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERG� O PSF HC-ENG TRt5 tlE55 OTHERWISE LOCATED OTJ THIS DESIGN. POSITION LY ATTACHED PLYW000 SHEATHING, BCITOM CHORDCONECTORS PERDRAWINGS 130. 150 E HrA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TO.T.LO. 55 PSF D/A LEN, 9-6-0 CONFORM M/APPI ICABLE PROVISIONS Of NOS G TPI. AN ENGINEER'S ALPINE TEC)(tICAL UPDATE 17/1/91) FOR PROPERI� r SEAL ON THIS CRAWTNG APPLIES TO VIE CCMPOHENT 1APICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF 1nn5 DUR.FAC 1 .33 PITCH 8.0/12 ltJ 01LLY, A1JD SHALL tIDl BE RELIED I)POP IN ANY OCHER WAY DESi GIt TO THE TRUSS ERECTIOti CTNIi RACIOn. ' T-13 T,� esllc I-leacci, I'.)=. .GPACING SEE ABOVE ITYPE MONO-- -IPI - IRU'SS PLATE .1111i11111. 11111 - 1191 VAj ICV0.1. VE SIGN SPEGIFiGAilpll 11111 MOND CC151R11(:TIpIJ JOB: GS =720 PINNACLE LOT 1 (ROOF) THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 5.04 6.71 = BOT CHORD 2X4 SO. PINE #2 N c') WEBS 2X4 SO. PINE #3 BC X-LOC. L-R: 0.29 5. 15 6.71 e In PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. m UPLIFT : 240# 200# BRG LOC: 0' 0" 7' 0" n] UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=20.4 FT, (1991 SBC) ED w THIS #1 HIP DESIGNED TO SUPPORT 5' 0" JACKS WITH NO WEBS. �- rn to 0 cn w 4X8 1 . 5X4 \ 8.00 1 � 3-8-7 2 . 5X4 (A 1) 1 . 5X4 2 . 5X4 1-9-0 5-0-0 _ 12-0-0 N 7-0-0 OVER 2 SUPPORTS —= R=650# W= 5.50' R-770# W- 3.50" PLT. TYP.-ALPINE SEON-- 65220 REV 15.6.5 SCALE 0.5000 ALPINE EHGI+EERED PROf1CJCT5, I" TRUSSES PEOIIIPE EYTREME CARE DESIGN CRIT:TPI REF R012--01553 C7 1_=1 C=] i=] - L-71 **IMPORTANT**SHALL HOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING, EPECTION AND 300 L_] (__7 OEVIAIIOF?FROM THIS OESIGti OR THESE SPECIFICATIOtIS, OR AHY BRACiIK,. SEE HIB-91 BY TPI. SEE THIS DESIGN TC LL - PSF DATE 06/18/93 C7 C"=1 C.] O FAILURE 10 BUILD THE TRUSS IN CONFORMANCE NI TN 05T88 BY IN FOR ADDITIONAL SPECIAL PERMANENT BRAG114G RE _ G3 [.-J ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL ME.ETIt+G ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 'TC DL 15.0 PSF DRWG HCUSR012 93169053 A445 GP A E/CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BPACED WITH PPOPER CjL'7 ALPINE L--1 1Rl+SS ANT)U++LESS OTHERWISE LOCATED Of! THIS OES]GN, P0517IOU LY ATTACHEO PLYWOOD SHEATHING, BOTTOM CHORO B-- }' DL 10-0 PSF HC-ENG D- L� L_,1 CDNUICIOPS PER DRAWINGS 130, 150 F )FOA-F. DESIGN STANDAPOS WITH PROPERLY ATTACHED PIGIO CEILING -- SEE L!!u( TOT.LD. PSF O/A LEN. 7-0-0 C� TRUSS LOtN 7+PM N/APPLICABLE PROVISIONS !1F (JOS G 7P1 Af!E+/G]fNEER'S AI.P]NE TECHNICAL UPDATE TV/1/911 FOR PRQPER y )� Z:5_ L_I _ 1� iii333MMM CIUR.FAC. 3 PITCH 8.0/12 L] ] SEAL ON THIS DRAWING APPLIES f0 111E COMPDNC NI DEPICTED HERE DRYWALL APPLICATION FURI115H A COPY OF 1HI5 III+)HI.Y, AND!;HALL NOT HE PEL IF[)UPON IN AIIY HIllill MAY. CESIGI+ 70 INE IPU5S ERECTION CU++TPACIUR, ) L SETBACK 5' 0" TYPE HIPM-- I�'1 - IRII';S PLATE IHIT1IHH. INS - 111-11 HAA IGIIAI HESIGH 91CIFICATiON FOR WOOD i.Utt,TM.1CTl0lj ^y JOB: .G2 =720 PINNACLE LOT 1 (ROOF) * THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TO X-LOC L-R: 0.29 4.71 x BOT CHORD 2X4 SO. PINE #2 N n WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 4.71 m JACK CONNECTION: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. m (2) 16d TOENAILS TO THE TOP CHORD UPLIFT 200# 200# (2) 16d TOENAILS TO THE BOTTOM CHORD BRG LOC: 0' 0" 5' 0" ti UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=20.4 FT. Enclosed. (1991 SBC) to w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O:C. �- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. to0 Ln N 12 8.00' 3-8-7 2. 5X4 (Al) 1-9-0 .= �— — In — 5-0-0 OVER 2 SUPPORTS R=520# W- 5.50" 8-306# W-. 3.50" PLT. TYP.-ALPINE SEON-- 65218 REV 15.6.5 SCALE 0 0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEUIIIRE EXTREME CARE OFSPGN CRIT:TPI REF R012--01551 **IMPORTANT**SHALL NOT RE RESPONSIBLE FDR ANY WARNING IN HANDLING, ERECTION AND OEV[AfION FROM THIS DESIGN OR THESE SPECIFICA IfOtI,, OR ANY DRACING. SEE HI6-91 BY TPI. SEE THIS DESIGN TO LL 30.0 PSF DATE 06/18/93 UAALPINE C= FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY IPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE C� = ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP / TC DL 15. O PSF DRWG HCUSR012 93169052 C7 A445 GP A EXCEPT AS NOTED. APPLY CUHNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER B O^L 10 .0 PSF HC-ENGLJ IPOSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD C_3CONHECT(NSPERDRAWING, 130, 150 C 16OA-FOESIGH STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T DT.LDr55.0 PSF O/A LEN. 5-0-0 _ C0tlFONM W/APPLICABLE PROVISIONS OF NOS C TPI AN ENGINIER'S ALPINE TECITf1ICAL UPDATE 1711191) FOR PROPER �!—J SEA[ ON THIS NRAWING APPLIES TO 114E COMPONENt bEPICTLO HERE DRYWALL APPLICATION FURNISH A COPY OF THIS1� our�.Fa'c. 1 33 PITCH 8 O/12 f.7 If!Ufli�. AIN7;,r tdLL fN7T RE REI.ft.O UPUfI IN Af//OfNEH NAY OESlGJ! Tp THE 1NlISS ERFLIIUIJ(:UIJTRAC ION, 1 ,cstic itc;uT., i�.t`:• S'PACING 24.0 TYPE MONO-- i, - IP[ - na•s HI AtF 114,111111 E_ unc - tJv1 nea ntnAl inti wN ,PTC[r tF.allaH FOR WraO cal r;Inur.i mu _ � JOB: G3 =720 PINNACLE LOT 1 (ROOF) * THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2XA SO. PINE #2 N TC X-LOC L-R: 0.29 4.67 _ BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 4,67 c m JACK CONNECTION: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. D (2) 16d TOENAILS TO THE TOP CHORD UPLIFT 200# 2001 0 (2) 16d TOENAILS TO THE BOTTOM CHORD BRG LOC: 0' 0" 5' 0" N UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=20.3 FT, Enclosed. (1991 SBC) to w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. �- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. °1 to 0 Ln 12 8.00 3-8-2 2 . 5X4 (A 1) N 1-9-0 0 U, 4-11-8 OVER 2 SUPPORTS R-517# W- 5.50" R-3031! W- 3.50" PLT. TYP.-ALPINE SEON-- 65219 REV 15.6.5 SCALE - 0.5000 ALPINE ENGINEERED PPODUCTS. IIIC. TRUSSES REOl1IRE EXTREME CARE DESIGN CRIT:TPI REF 8012--01552 O C� C� O L—] C=] **IMPORTANT**SHALL NOT BE PE5PONSIDLE FOR ANY WARNING Irl HANDLING, ERECTION ANO —71 C� C� C� I-'� DEVIATION FROM THIS oESl GtI OR THESE SP EC IF ICA MONS, OR At1Y BRACING. SEE 1110-91 BY TPI, SEE THIS GESIGN TC LL 30 . 0 PSF GATE 06/18/93 o C=] O C� FAILURE TO BUILD THE TRUSS tri CONFORMANCE Wl in DST BB By TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ [-7 O O o ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP TC DL 15.0 PSF ORWG HCUSR012 93169051 L=� (� Q O A445 GR A EXCEPT AS NOTED, APPLY CONNECIONS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC E1L 10 . 0 PSF HC-ENG S� A L P I NE O TRUSS AND UNLESS OTHERWISE LOCATED O11 THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHIIIG, BOTTOM CHORD vv� F� f� CONNECTORS PER UPAWI14GS 130, 150 G 160A-F. DESIGN 5TANDAPDS WITH PROPERLY ATTACHED RIGID CEILING --5EE TOT:,LO. 55.0 PSF O/A LEN. 4-11-8 CONFOPH W/APPLICABLE PROVISIONS OF NOS C. IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER UN Z TRUSS 1� !+ OUR.FAC. 1 . 33 PITCH 8.0/12 L� .._� SC AL ON IRIS DHANING APPLIES TO THE COMPONE IiT DEPICTED HERE GN yWALL APPLICATION. FURNISH A COPY OF 11115 G:J r=7 IN OHLf, AND SHALL HOT BE RELIED UPON IN AH( O ME.R WAY. CE51GN TO THE TRUSS ERECTION CONTRACTOR. ) 'es d,IIc;. Li; 1 .(.. SPACING 24.0" TYPE MONO-- --fill IP{i•!S PI AIF' 111',171 III IE. Ili 1•.i 14011 NA11O11AL NC SIGN SPEf.IF II:AIIDII FDR WOOD f.Dlt;il R�,1(;1 TDN t JOB: FTS =7.01 PINNACLE LOT 1 THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTEO BY TRUSS MFR. TOP CHORD 4X2 SO. PINE SS NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. _ BOT CHORD (2) 4X2 SO. PINE SS, EXCEPT AS SHOWN IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS WEBS 4X2 SO. PINE #3, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR. c m : 81-4X2 SO. PINE SS : : W1- (2) 4X2 SO. PINE #3 ODD WEB. o REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. VERTICAL DEFLECTION IS 5/8" DUE TO LIVE LOAD ro AND 1/4" DUE TO DEAD LOAD AT 9.44' FROM LEFT ENO. + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO SPECIAL LOADS w BE SUPPLIED BY ERECTION CONTRACTOR. ------------------------------------------------- TC From 100 plf at 0.00 to 100 plf at 21 .00 L11 BC From 10 plf at 0.00 to 10 plf at 21.00 1O TC 1568# Concentrated Load at 2.50 0 rn 10-6-0 10-6-0 TO CENTER OF 24.0" MAX. OPEN CHASE I- W-3X6 30.0" TYP. 1 .5X4 F I 1.5X4 5X6 5X8 3X4 3X4 3X4 3X4 3X5 3X5 4X6 4X5 1-2-01 w1 e1 1-2-0 5X10 3X5 4X4 1 .5X4 5X5 5X5 4X6 2X4 — 2X4 2X4 5X4 1 .5X4 W=HS2512 to 4X7 0 m = 5-6-8 9-9-8 5-8-0 m . 21-0-0 OVER 2 SUPPORTS R=2523# W- 5.50" R-1300# W- 5.50" PLT. TYP,-ALPINE SEON-- 39988 REV 15.6.5 SCALE 0.2500 ALP IAIE EIJG INEEREO PRODUL IS, INC. usRE PEOU]RE EXTREME CARE DESIGN CRIT:TPI-PCT REF R012 —90605 **IMPORTANT**SHALL NOT BE RESPOtISIBLE FOR ANY WARNING TN HANDLING. ERECTION AND --^ C_]ATRUSS DEVIATION FROM THIS DESIGN DR TNESE SPECIFICAIIDIIS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNJ LL 4O O PSF DATE 06/08/93 O FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BPACING RE1O O PSF DRWGALPINE COIAJECTDRS ARE MADE OF 2DGA GALV. STEEL MEETING A5TM OUTREMENTS. UNLESS OTHERWISE INDICATED. TOP TCOL HCUSR012 93159006 A445 GR A EYCEPT AS NOTED. APPLY CONIECIOAS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED NITN PROPERBC D� 5,O PSF HC-ENG f1 TRi tSS AND LORESS OTHERWISE LOCATED ON IHIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD �yCOtAIECTURS PER DRAWINGS 130. 150 C 150A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILIIIG - SEE ■... 'TOT.'LD. 55.0 PSF O/A LEN, 21-0-0 I 1O C01070AM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINFEA'S ALPINE TECHNICAL UPDATE (7/1/91) FR PROPER Z i 190 n SE%ON IVIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS OUR.FRC. 1 .00 DEPTH 14 ,0r� ! IN DIA.Y, AtIU SHALL NOT BE RELIED UPON IN ANY OTNEq NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. , f;S)�L )���{I(), )..) 1_-:� F E� o r•=� �, SPAM NG 24.0" TYPE SY42-- --IPI - IRUSS PLATE INSTITUTE, TINS - 1`J'Jt NAV OVAL OISIGN SPECIFICATION FOR MOOD CDtJS1RlICT1011 �� JOB: WMR _ 7-0-0 SETBAQK TOP CHORD 2X4 SO. PINE *1 DENSE BOT CHORD 2X4 SO. PINE #2 N-DENSE BEARING #2 HIP TRUSS OR COMMON i WEBS 2X4 SO. PINE #3 NO WANE, KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN 2-0-0 / THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. O.C. #1 NIP TRUSS ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. 7' SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " J3 THIS HIP JACK IS DESIGNED TO SUPPORT A CORNER SET WITH 7' SETBACK FROM BOTH SIDES. CORNER JACKS HAVE NO WEBS. 5. J2 v a 3' T JI a PROVIDE CONNECTION FOR550# UPLIFT. ANCHORAGE MUST BE CONTINUOUS TO THE FOUNDATION. J1 J2 J3 J4 1' "« PROVIDE CONNECTION FOR 355# DOWN AND FOR :420#UP: �IMPSON THJL/R HANGER MAY BE USED IF #1 HIP HAS 2X6 BOTTOM CHORD) " 2-16d TOENAILS ---� ---� •� —� 1 ' 3' S' 7' 2-0-0 RI THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING O.C. USING THE 1988 STANDARD BUILDING CODE. DESIGN WIND SPEED PARTIAL FRAMING PLAN IS 130 MPH AT 0-17' MEAN HEIGHT. R1 NOTE: WIND ANALYSIS MEETS THE REQUIREMENTS SET FORTH IN LOCAL ORDINANCE #83-21 OF THE CITY OF SANTRE 3.00 12 44- A3X4 I t6.50 (j 2.12 " A-2X7 to ++ A-2X5 4.60 142 11 JI J2 J3 J4 ... A-3X8 R1 + PROVDE CONNECTION FOR 310# 1 ' 3' S' 7' NIPJACK 2 EQUAL T.C. PANELS r- DOWN AND 450# UP. RI ++ 3-16D TOENAILS. ENO AND CORNER JACKS 9-10-13 OVER 2 SUPPORTS RI REVISED WLB R=3824 W- 3.50' 9/18/91 PLATE TYPE--ALPINE . WOODLOC FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 14.0.7 urtK INSIKEIEO vwpOLCTS. IWC. TwLGB[f RroutaE EkTRONE CAM DESIGN CRIT TPI REF 0 0 o — o — **IMPORTANT*X BNALL 0O1 K AESPONSIBLE FOR Amy W AR N I N G tN HAIQIN0. r"ECIIOH AM ATRUSS 09VIATiam room TKR PwapicATlams OrtAMIIEviAT1om rmw sPActws.sw •snT-Tl•.BrOActms UM TPufEC TC LL 30.0 PSF DATE 08/i1/88 THIS OELION 0« MY IwILUM TO KILO TK TIUGI Io COWOM04" COMEMAnY "RCWlTWTIOwF-T/1I. BEr AJW IK •ACTUMr tONTnoL O SAL• Br Tat. 110 S EEL UNI " TEs 1PUCI ran ACOt11S. % s[% UT v[nu- � TC DL 7 ORI�J.0 PSF DRWG 868. 187 A+E 14HUFACTu"[0 THOm 70 BMIB[ BALVAmII[O lira UKER wQR BMCINB ROJI"EKMB. VLIR OTworKIBIIBE aOMt wrrnw iEBulr<wrwTc ar Aclw aus GYIAOE a, BTON( Tav clal"o a.ILL eE La1ERurr B+Waa BC DL 10 •0 PSF HC-ENG WMR A"ILT COM9CIOK TO BOTH FkMS AT /ACH JOINT AM LOCATE ►B WIT14 PPW%PLV ATTA040 PLYWOOD ptAIVIM. i TOT.LC47or 55.0 PSF 0/A LEN. 9- 10-13 SHDWN. BEARING WIDTHS AM 4'W)KNAL UHLEYB OTKAW16c pow. MOTION avv WITH nIG1O CEILIwO On B«ACINB !M accllm SIMOAMW COWDAm WITH 0PLjCMLE r"OV1s1ON6 As S"CIr1E0 a mus", 00 mal u" THIB -_ DUR.FAC. 1 . 33 IPITCH 2 . 1/12_ •wu AHo TPj ft-11. # PATENT PI TALOG PLAT! IWe�Wnc aB.Brooms H TIOMML OEBI Iw 00 4.OM 5331 c19H9MCIr�CATiw PCA vaaa WST`nELICw_R ';i'C§(le Ile cl rc(. P.I.:. SSPACING SEE ABOVE TYPE 7 , SETBACK 0 0 0 cl 0 0 JOB: EJ5 =701 PINNACLE LOT 1 THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 5.21 a BOT CHORD 2X4 SO. PINE #2 N In WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 1 .33 5.21 c cn JACK CONNECTION: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. D (2) 16d TOENAILS TO THE TOP CHORD UPLIFT : 200# 200# o (2) 16d TOENAILS TO THE BOTTOM CHORD BRG LOC: 0' 0" 5' 6" N UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND SPEED=i10 MPH. MEAN HGT=15.0 FT. Enclosed. (1991 SBC) w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. H. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. m 0 0 CD 12 8.00 4-11-0 2 . 5X4 1-3-0 El 1 .5X4 2X4 1-9-0 "' -- ----- Q 5-6-0 OVER 2 SUPPORTS m R=450# W= 5.50" R-270# W- 3.50" PLT. TYP.-ALPINE SEQN-- 65175 REV 15.6.5 SCALE e 0.5000 ALPINE ENGINEERED PRODUCTS, INC, TRUSSES REQUIRE EXTREME CARE DESIGN CRIT:TPI AEF R012 -00943 L CJ [� C1 d E=7 **IMPORTANT* SHALL NOT BE RESPONSIBLE FDP ANY WARNING IN HANDLING, ERECTION AND DEVIATION FPOM jHIS DESIGN OR THESE SPECIFICATIOtIS, OR ANY BPACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC LL 30 .0 PSF DATE 06/17/93 OA � FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY IPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , _ DO ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP TC DL 15.0 PSF DRWG HCUSR012 93168008 QA445 GN A EXCEPT AS NOTED. APPLY COIIHECTOPS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED 011 THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC OL 10 .0 PSF HC-ENG LL� QCONIILCTNRS PER DRAWINGS 130, 150 G 160A-F. DESIGN STAt1DARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 55 O PSF 0/A LEN. FJ-6-O O COIIFORM N/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALP NIE iELHfIICAL UPOAtE 17/1/911 FOR PROPER �l SEAL 011 THIS DRANING APPLIES TO THE COMPONENT DLPICTED HERE DRYWALL APPLICATION. FURNISH A COPY 01- THIS 1f OUR.FAC. 1 .33 P ITCH 8 .q"2 IN OIILI, AHD SHALL HOT BE RELIED UPON IN ANY OTHER WAY CES16N TO THE TRUSS ERECTION COIN HACTGR, -+. 1) 4; eslic ilr+[: T II SPACING 24.0" TYPE MONO-- I, -IP - INt155 PLATE I1511IUTE, HOS - 1591 Ila 1O11A 1. nFSIGN SPECIFICATION FOR NOQU CGr5fu11i:TI0N JOB: CJ3 =701 PINNACLE LOT 1 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 3.21 = BOT CHORD 2X4 SO. PINE #2 N n WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0,29 1 .33 3.21 c JACK CONNECTION: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. m (2) 16d TOENAILS TO THE TOP CHORD UPLIFT 200# 200# 0 (2) 16d TOENAILS TO THE BOTTOM CHORD BRG LOC: 0' 0" 3' 6" N UPLIFT BASED ON 25.0 ASF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=15.0 FT. Enclosed. (1991 SBC) ED w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O X. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. O1 CID 0 0 ID 12 / 8.00 2 . 5X4 3-7-0 1—�—0 ---- —— 1 .5X4 2X4 1-9-0 Q 3-6-0 OVER 2 SUPPORTS m -= R=340# W= 5.50" R=160# W- 3.50" PLT. TYP.-ALPINE SEON-- 65176 REV 15.6.5 SCALE - 0.5000 ALPINE EIIG111EEREO 'ROI CIS, !PUSSES REQUIRE EXTREME CAPE DESIGN CRIT:TPI REF R012--00944 CT C F-, **IMPORTANT**SHALL POT BE RESPONSIBLE FDR ANY WARNING IN HANDLING, SPECT IDU All = LJ DEVIA110N FROM THIS DESIGN DR THESE SPECIFICATIONS. OR AtlY BRACING. SEE HIB-91 BY TPI. 5EE THIS DESIGN 7C LL 30 .0 PSF DATE 06/17/93 E= O O FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05!88 BY IPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE o O o ALPIIIE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIPEMENTS, UNLESS OTHERWISE INDICATED, TOP 7C OL 15.0 PSF DRWG HCUSR012 93168009 A445 OR A EYCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER p�^ —' ALPINE r� PV55 AND IIt1lESS OTIIEANISE LOC AT EO UI! THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHIIIG, BOTTOM CHORD t]l DL 55.0 10 .0 PSF HC-ENG L1 C-1 CONNECTORS PEP DRAWINGS 130. 150 C 160A-F DESIGN STANDAPOS WITH PROPERLY ATTACHED RIGID LEILING -- SEE y�66 TOT.L D. 5J 5.0 PSF O/A LEN. 3-6-0 T T Russ C.7 CONFORM N/APPLICABLE PROVISIONS OF NDS C TPI A1!ENGINEER'S ALPIPE iECHNtCRL UPDATE (7/1/91) FpR PROPER �! sEA1 OII THIy DRAWING APPLIES TO THE CCMPDI1Eln i,[FICTED HERE DRYWALL APPLICATION FURNISH A CGP?OF THIS n + 717 puR Fae 1 33 PITCH 8.0/12 L] f-> III UPL/. AND SHALL PUT BE RELIED UPOR 1N AHf UNILP NAY. DESIGN TO THE TRUSS ERECTION CGIIIRACTOP. L T-.7 �-) r:-1 L-] r-, eSlie I'p,; 1-ki, 1'.I SPACING 24.0" TYPE MONO-- -IPT - IHUY'S PLATE INSTITUIE. NOS - Vol NAj TONAL DESIGN SPECIFICATIOM FOR WOOD CCfl;'INUCTIOI! R JOB: CJ1 =701 PINNACLE LOT 1 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 1 .21 = BOT CHORD 2X4 SO. PINE #2 N n WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 1 .21 c En JACK CONNECTION: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. v (2) 16d TOENAILS TO THE TOP CHORD UPLIFT : 200# 200# o (2) 16d TOENAILS TO THE BOTTOM CHORD BRG LOC: 0' 0" V 6" N UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=15.0 FT, Enclosed . (1991 SBC) LO w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. O1 CO 0 0 2 . 5X4 12 T e.00G� / 2-3-0 1-3-0 2X4 1-9-0 2.5X4 1-6-0 OVER 2 SUPPORTS m R-230# W- 5.50" R-50# W= 3.50" PLT. TYP,-ALPINE SEQN-- 65177 REV 15.6.5 SCALE 0.5000 _ ALPINE ENGINEERED PHUDUCTS. INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT:TPI REF R012--00945 **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND ATRUSS DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIOt15. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC LL 30 .0 PSF DATE 06/17/93 L� FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING REo ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP TC OL 15.0 PSF DRWG HCUSR012 93168010 A445 GR A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER //��O TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD Bos DL 10 .0 PSF HC-ENG C: CONNECTURS PER DRAWINGS 130, 150 C 1600.-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT,LD. 55 O PSF 0/0. LEN. 1-6-0 COLIFORM W/APPLICABLE PROVISIONS OF NOS C TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROERn SEAL ON H115 DRAWING APPLIES 10 THE COMPGOENI (il-P IC7ED HERE DRYWALL APPLIf,A1I0N. NRtN511 A COPY OF ,1115 31� DUR.FAC 1 .33 PITCH 8.0/12 — tl UIII.Y, AIIU bHALL. NOT BE RELIED UPON IN ANY OUIEH WAY. DESIGN 10 THE TRUSS ERECTION CONTPAGIOH, ) _1I_ctil! llcanl f -I!' SoACING 24.0" TYPE MONO-- --IPI - IRVti:, PL AIE IIIbIIIIIIL, HITS - 1191 NA IIiTIAI IIESICN SPL(:IF II.AIIHII FOR WHNN C,TN5Iu11t:1 TIN! JOB: HJ5 =701 PINNACLE LOT 1 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE SS TC X-LOC L-R: 0.29 3.89 7.42 s BOT CHORD 2X4 SO. PINE #2 N n WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 7.42 C Tn PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. m UPLIFT 200# 200# MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, o BRG LOC: 0' 0" 7' 9" N UPLIFT BASED ON 25.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH, MEAN HGT=15.0 FT. Enclosed. (1991 SBC) LD w THIS HIP JACK IS DESIGNED TO SUPPORT A CORNER SET WITH 5' 6" SETBACK FROM BOTH SIDES. CORNER JACKS HAVE NO WEBS. m 0 0 V 1 . 5X4 2 .5X4 12 4-11-0 5.66 1 . 5X4 1-3-0 - ] — f 2 . 5X4 2 . 5X4 2-5-11 N m 7-8-9 OVER 2 SUPPORTS--------- R-536# UPPORTS ---- -R=536# W- 7.78" R=424# W= 3.50" PLT. TYP,-ALPINE SEON-- 65174 REV 15,6.5 SCALE m 0.5000 ALPINE EIIGINEERED PNOOUCTS, 1" 1111111 REQUIRE I'TREME CANE DESIGN CRIT:TPI REF 8012 -00942 c-] r� �� **IMPORTANT**SHALL NOT BE RESPONSIBLE FON ANY WARNING IN HANDLING, ERECTION AND CI L-.7 C:-/]"4C--J C__] C= DEVIATION FROM THIS OESIGN ON THESE SPECIFICAI[oN5, OR ANY BRACING, SEE HIB-91 BY TPI, SEE THIS RESIGN TC LL 30 .0 PSF DATE 06/17/93 CA1----71 =l .� FAILURE TO BUILD THE TRUSS IN COIIF ORMANCE WITH OSTdB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING PE - C [� r-T ALPINE COHNECTDRS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP �/� ' TT OL 15•O PSF DRWG HCUSR012 93168007 _7A445 GN A EKCEPi AS I101EO. APPLY LUIIt1EClOHS TO EACtt FAf.E OF CHONO SHALL BE LATERALLY BRACED Mlin PROPER ✓ BC DL1O O PSF HC-ENG L�CI TPUSSAND UNLESS OTHERWISE LOCATED 011 THIS DESIGN. POSITION LV ATTACHED PLYWODO SHEATHING, BOTTOM CHOHO CE=7C� CONNECTORS PER DRAWINGS 130, 150 C IE.DA-F. DESIGN STANDAROS WITH PROPERLY ATTACHED RIGID CEILING -- SEETOT,LD. 55 0 PSF 0/A LEN, 7-8-9 CITFORM W/APP?ICABLE PROVTSIDNS OF HDS G IPI AH ENGINEER'S ALPINE TECWIICAI LIPOATE (7/1/91) FOR PROPERn RI H A ��PSEAL OH 11115 GRAM111G APPLIES lU IRE CONnUUENI fiCl'ICIED HERE DRYWALL AP LICAIiUN. FU !15 LL V OF THIS DUR.FAC. 33 5 7 1 . PITCH 1'] IR ON Y, ANO STALL NUT OE PELItO UPOH IN Alit rHn_P WAY DESIGN TO ItiE TNUSS ERECTION cornHAf.10H, CS)ro )-((!�rd 1'.t.. SPACING SEE ABOVE TYPE MONO- I J I I L-I I__.) f_-] 1-.-1 IPI - 1141.27 Pt ATE II+BI I TIHF, u1S - nut na.IDIIAL IIt STEN tintCli IcaIIOn ion WON..G)IP.7.HlICrIn4 CD m - cn 5fort L �Jp( ' 1 ( 2 , 8., i iscs m CD Q)Q O O O O ({� CU ( Q u U ( Fl 7 ' ' ( ( W O ON F3 w U w F2 CD F 1 h � �7 i � _ 9 , 6 „ 23 • 4 �� ATLAS BLDG . & COMPONENTS INNACLE LOT 1 /�� �/ P . O . DRAWER 1427 NY BY THE SEA D . G . PALATKA, FLA . 29 ' 21' ----------------------------------- i i i i i i N 3 v i m m m Lo �-+ i i i i i i 1 93J 129R w m 21 ' 2 " - . . _ _ 1Z T1 L'e ICiDaF r., JOB: 7: :. 2 2X4 hfA, LS LOC: TIFF DESIGNER: