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Permits 1657 Linkside Cir N (vault folder) EUILDING PERMIT NUMBER / / Z-26 TNSPECIIONS : 9902ING O222E SLAB 229RSI§G SEAS Z 9 jT 2022E-92 :gS2Ga2IC" y EI§AE BUIL NG " SERTIZICAT 0E CSSQea322 eE3cIEICAc 2EEZ:T 4 lgS2322:SMS ROUGE FTNAT MECHANICAL -PERMIT # PLUMEI9g PERMIT # ROTES : ADDRESS BUILDING PERMIT NUMBER INSPECTIONS : FOOTING UNDER SLAB PLUMBING -7 SLAB 7 / 5�' 5;�J 1 FRAMING COVER-UP INSULATION___ ' FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH___ -��f_ FINAL- MECHANICAL INAL_MECHANICAL PERMIT # ff1� C PLUMBING PERMIT # NOTES : t CITY OF Fead - 9&ud4 800 SEMINOLE ROAD ATLANTIC LEACH,FLORIDA 32233-5445 TELEPHONE (904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 May 28, 1998 Coyce and Carol Bryant 1657 Linkside Court North Atlantic Beach, FL 32233 Re: 1657 Linkside Court North Screened Enclosure Dear Mr. and Mrs. Bryant: Please be advised that a final inspection has not been performed on the above construction. An inspection was attempted on April 7, 1998 at 10:50 a.m. but no one was home and the gates were locked. Please contact me at 247-5826 to schedule the inspection. If you have any questions please do not hesitate to contact me. Sincerely, Cl a-- C. 14-2��- Don C. Ford Building Official DCF/pah xc: Lifetime Enclosures VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED Z 425 122' 60E US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do of use for International Mail See reverse Street& m r s ce ate C -3225 3 Postage $ Z Certified Fee Special Delivery Fee Restricted Delivery Fee to Return Receipt Showing to ! y� Whom&Date Delivered Q Retum Receipt Showing to Whom, Q Date,&Addressee's Address O TOTAL Postage,&Fees $ a-.7 Postmark or Date E 0 LL n. 01 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH BERI!IIT INFORMATION - ------ 'LOCATION INFO MA TON -------- Permit Number.: 16019 Address165 7 L'INKSIHE CURT NORTH Permit T-no,05CREEN ENCLOSURE ATLANTIS' (BEAM FLORIDA 32233 CIa'ss of 'Wbrk'N w ...��. - LEGAL DESCRIPTION - _-_�- ___ +" . Type:CC�PICRETL Block* Lot: Tvip: 'noosed Use: Section. 0 Subd.O Rn�;b Dwellings : 1 subdivision':Septa L'inkside Ee t . 'V a I ue Icr� tu r cast : 4A93 ,00 Total Fees : 67 . 50 67 , 50 Date ' i/m .998 $ g gas w IS ,'° LOSTJRE s b i . . . O ---------- ---- �-- _- .--_ - APPLICATION PEES : iNam PERMIT 67 . 50 FAdd aaza l B FLORIDA322 � � m .. s iPhon, % % 7 . R, , ORMATION i Name. L I IMC, SURNS, � . JACKSON � ) , FL 32-256 T� ;fir � � � d ?,a� �. aas �( A���`�, `' ��re8 �; ,.. rr,,, r n a ."paa � ;� •„+ � ;t '. f NOTES,. a , NOTICE'-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION f ; BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE `r CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAWRESULT IN THE PROPERTY`OWNER'PAYING TWICE FC►R BUILDING � PROYEII�ENTS:' ISUiD,ACCORDING TO APPROVED PLANS WHICH'ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLA O OPLICABLE PROVISIONS Of LAW. 1674911 14 .. F . 114 ATLANTIC UACH BUILDING DEPA TM NT By: ` CST" OF ATLANTI-C BEACH PERMIT CALCULATION Ss:-"-E'T Audr=ss h /AJC,<St L �7 / J- Heated Square Footage 1 d �- a• v- - 1 t�"araae/ Shed -- a _ v _ = Tctais=uat on 1st a / .066 - 60 Rema-ining Value �q- �'ne= thousand or porticn theraui TOTAL BUILDING FEE sSrO + 1; = Filing Fee S 2 Y a 1 Fireoiaces @ SiS . 00� a BUILDING PERMIT FEE 0 WATER IMPACT FEE S _ SEWER IMPACT FEE S� WATER METER, TAP CAPITAL IMPROVEMENT - RADON HFS GGA . SECTION H PAVING S HYDRAULIC SHhRES S CRC-QS CONNECTION SL 7 R/..``*a'YTL^1\A p VL . C 1 1 J'.J✓�i OT iER GRAND TOTAL DUES ' ADDITIO_VAL PERMITS OR FEES . Mechanical P.w,�ina Eiectri C/New Electric/Temt Jwimmincr-poo - — - �.:l?TJ 1. l f� Tan11 '^�el 1 J 1 4 11 P 1 ni J h L' 1 •,.J v L r.. "l7'a Cn Sul:vev ether CALCULATIONS and/ or NOTES : CITY OF ATLANTIC REACH PERMIT APPLICATION RM10DEL, ADDITIONS, OR ALT.RATIONS MOVING, DEXCLITIONS Owner (s) NrQ ��(" yA �ddress: U'nk 'Ic\e. Phone: Zoc # 131cck or .'nit- * — Subdi'7ision: —� Ccntzactor: State lic�2ynse' UL-D �L-1—11 '11 address V�t%�' t ` ��l✓� -_.or.e �4c l V`�1/ �j -�j,✓ tJ Descr_.�e wor`< ,:o to done: P:ese : .:5'e ,._ 7 aC_Cr -CCC5e't on s3tzuCt_Jn *' _ccosed 52: _3 :.__s ar. aCG;t_ .. o ..-ne.^_s:....S -,-e _ne aa-Jed area t? :"?2e.9C =nC JF.®GSl ccc:ec7 New e_ec~__..-=_ New _ �:w- y --:{� .:es?'V New =_=aC L a.^a New Svz2dTT C NeL1Z,Tv SETS CE LAMS, �VCL G STS PLAN, SURVEY, COrE FORMS, yCTI= OF CWNER/CCNTRACTCR Ar'-'ILtAVTT, Z CWNER IS CONTRACTOR. c, ^.at�re C�ro�ISR Date' ` Signature CCNTP.ACT'CR: Date_.' -21;-,,/�F Y Sworn to and sunscri-'-e .afore ne this ,day of FarUQ.r V I99� RE"r-WED �JC7�7�'f PJSLLC STATS CE ..=.CR=DA '.T ',-u?CE FEB 1 1 1998 O,��pY PUB`i ALTHEA ALBERT City at Atlantic Beach * My Commission cC511541 Building and ZoningExpires Nov.28,1999 Nr'lE Of F%f) 9 \ MAP SHOWING BOUNDARY SURVEY OF LOT f -- BLOCK — AS SHOWN ON MAP OF SEL V4 L /iWSiOE 4/i//7 2 AS RECORDED IN PLAT BOOK -47- PAGES B5& OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR O'EMWX M0ME5 CORfWA//OA/ NOTE. BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. gr-RT-IF IED. 00YCE OAR-OZ 5WyAMr CTS( MORTGAGE CO. ME TRopu ITA4 T'I rLE 4 GUARAN TY CO. 5TEINAKT TITLE OR JACK-sorJVILLE , INC. APPROVED CITY OF ATLANTIC BEACH BUILDING OFFICE ,04,e7 9,,c- .f,6C)r14W /7, 7V^IVSN/P t SOU7A/, P-4,v" e.9 E.OST FEB 2 6 1888 _ _ { (��•'/• //�y�am„ `+ Js'lIrs" /!Ives �'woo �► /yrNtl Fie OPOSc 1e etre PAtio S_p£ 11� I >rN'ccOSIJ� !'� n � O �� i•smAr stucco !�' � ►. N �s• ,e A yes O •MN V � , \I N �/N/SN fCLAO.P/(.1/1.ae� s,�• /! O �ce J•� S 8 9'24'A0'id P C 9lv !07a' 120.2/ r o f�LN-174" .56�9-ZG=Do -.5-40 -400' kECE' 4/NfIS/DE COUF?T NORr41oiM-4Y) FEB 1 1 1998 City of Atlantic B Ch QUitding and Zon g 3cA OIL 6- pescripoon and Framing Component Scheduia Configuration: i �� ' Length; VOM: /"r 1 TWO of Root Parn1: 'r I'm$Pon$: 13057 STQAk-Tia" VWLLL Has Overhang a Bearing Wall a: Wall Components,Roof Dearing Wait. 1)Edge Deism: LD2)Posts: Y Wall Components Non osarin Wau. Pc 'r I o _ 1)Top Plata: 2 X,a COLI G GL-T G -- 2)Pom; -✓ C"�5 � Elements common to all walla: - 11 sole Plate: 2)Kickplats Rall and/or Clair rail _ S)Kkct&M: i Q-A;f COIL - Lt�t4�'It f'-lppTl fJy - ScFI£Ma't lL R�IJ L iii o E�liSTi1Jl1 1Jo�5E �eNoST�ST0.JC.TLJR£� Pr<R)lAt7ER 1�/ot� - I — � e0 d � I+ st Roos libAlWy v.s isense � _d� � �8 Q r P – Q PL.A. 0 ViEw1 - ScQeeij Roo►A _ fdTry Rooc f1 KP1�51 i f SLoPE e {kAOEQ gcsM Moat eppa.0 nr X [W.R14 POSTS SaFs xn.L fasT 'a Y � r Z*2 Z • f"""�'Z.-" 710 Gcr,tC>ZE=!. FLE\/,&T 101J C.OWIGW N*&.CW~l IN1•MWwef f101Mr pts fr Ah.-%—A--W-srf Aa AwNe �ei o Aluminum Association of Floeda,Inc.-WoAheaat Florlds Chapter Company Name `� semn Room-Master Plana for Duval.Cgounty / CINnt Name / N►� sheet I 1 of /j• Date: _:f�ll,2/ cS Job g: /� ►� 1 0 wimp sw MO srEgli C01ll t.Ill dm 7•gal tr•..10AMs RIO N -- u 1A�s .•.r.ew•.■10 e.r NM mom Worm"111 r JM•rwl ff 1e(S•n'.Y uetr 41ta 1•.r.0•..•,x41 MO AO.M i Tr ell.uSr!.11AOls• 41, e r•I Sc.00 10 UFA r on to not 6=0~l WIN me„•41Ct.f Illi i.1'.0•..•,I.MO - s elm 1./r 00 in e. a Stun MMI MWGr e•1 r)JM.I./r so , r ■v a MSAs r-t•c SPAM4101 14U UK L40M'A' •tole am%.oaM.•,car of "a ar vJ a,e/J.feRan eMl lw.M.er eD4 DAISAA V !� /e loaf Alf wow v No lel L twom to!A Y SO1RM ll 09MM 1K11a w t •x4141 J 1/Y aOOI! 1\011 me Ml d ellsl WS 9J r. RAs u 1Atlt. .11.00 N CwM R eM.r •( \U GNP—4lfs —� 1/4*.1./i 41.301.1 anti!1 r-e Ma —+ s a•nal[10- 3 Aa An.ee JY K •• "� M J./r srr i '�MARr.r •Y I m cm i alms r qA. 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I 0 1fOl.9 CO.eI[R MM 10114.a 140 Mee pil•41.0.0 N IWNe i )'.•041'11ls OAp 1- =b• ``\ r 10/lA•1041 Moo.fq'�0M•wAl r SQemm e!S I e/r allows - e ae nR11 QM IOK a fOt •/1/4'.)•/r r wow some WK micteps g: •R 410 e0011c lO.Rs Irl" O 1.7M O U IOP fl a•11.1.0. W,f •.. '^ L:w 2 U eu Amle31t..1 Il0lee •J.'ec wMeM J.•oc*mom ItT4CK 1/Wfill B[IAf KIEWAIE POS( TO FKAY POST TO BASE AND - '- Alp ILAII 10 CO O ETE DEMI POST 10 BEAM alA4 V ' laotiT �irtJt:1J1L F t Ree. + FlMII W g x\441.441. sfs.•.•le] Y _ =*010 17 1._ o .A...e. r •.r t+AN ► •' i• i s N wl •e * 6 C O. Ibr I(R•,�� r.• 11•......41.41 { t b L=-L• c 1 i ;, ♦�wy ..., • ES 444 Y ` y gib_ Z o N Its - H rA.e..e S - • 7 OVee Me V� • �~ Z • M yyr 1^ O/tOA-Ibd COIMKfIO/ TY 01 r_K%- FooT1 J(! FOt ScateE.l Qoo...! Cf0(ZER.oSIo(,1 lF NEIEDEDJ\ 2 �^:'x� � ;3���33��s l-i—' (Gei10ew/2►.1441N �7i n I Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368 SOUTH DAYTONA, FL 32121 TELEPHONE 1-904-767-4774 FAX 1-904-767-6556 1.) ENGINEERING PRINCIPLES AND ASSUMPTIONS This manual was prepared to select the various structural component parts of Aluminum Speciality Structures. The manual is applicable to any building code that has the same wind load and/or dead load plus live load as the Standard Building Code 1994 edition. The following is the designers interpretation of said code. All values assume a mean roof height of 0- 15'. TABLE 1: WIND VELOCITY / PRESSURE TABLE WIND VELOCITY ' WIND LOAD (#/ Sq. Ft) 102 MPH 21 #/SF 110 MPH 25 #/SF 120 MPH 29 #/SF Unless local codes require a specific wind velocity load, this designer selects a wind load of 110 MPH for the coastal areas of North & Central Florida South to Lake Okeechobee and 25 miles inland. For the inland areas perviously described, a 95 MPH wind load is selected. For the area from Lake Okeechobee South a wind velocity load of 120 MPH is selected. All tables furnished are for extrusions most common to this area and available to contractors and suppliers. The aluminum alloy that all suppliers and contractors should specify when ordering is shown in the applicable tables. If your area building department allows '00 MPH design then mu,tiply the span of the 102 MPH wind load spans by 1.03 to obtain the 100 MPH span. If your area building department allows 95 MPH design then multiply the span of the 102 MPH wind load spans by 1.08 to obtain the 100 MPH span. Wind loads for screened surfaces are the same for all wind conditions. 11 � 7 SECTION 3 SCREEN, VINYL d GLASS ROOMS Table 3.1.1: Allowable Beam Spans -Hollow Extrusions for Screen and/or Vinyl [Open] Rooms with Solid Roofs Aluminum Alloy 6063 T4; b Wind Zone = FIC MPH 110 MPH ! 120 MPH 125 MPH 140 MPH Apptied Load = 17 # I Sq. Ft. 20 #!Sq. Ft. 23 #1 Sq. t. ! 26 #/Sq.Ft. 2 I Sq. t. Load Width 1 2"x 2" x 0.044" 6' 4" 5'-10" 5'-2" 6' -4" 4'-8" i 4'-3" -10" 5' 7' 5'-5' 4-11" 4'-8" 44" 3'-11" 8' 5'-0' 4'-8' 4'4" 4'-1" 3'-8" 9' 4'-5' 4'-1 3'-10" 3'-6" 4'-2' 3'-1 3'-8" 3'-3' 11 44" 3'-11" 3'-8' 3'-6" 3'-2" 12' 4'-1" 3'-9" 3'-6' 3'-4" 2'-11" Load Width 2" x 3" x 0.050" Tilt Beam or 2"x 3" x 0.050" a-0, T-6' T-1" 6'4' 6' T-11" 7'-4' 6'-10" 6'-5" 5'-10" i . _ 7' — —-- 7,4. 6-91 6-4^ I 5'-11" 6'_4 6-11' 6-4' 5r_11" 5'-7" 5'-0,-- -- 9' 6--b' 5'-11" _5'-7' 5'-3'" - - 6-2` 5-S' 4'-11" 4'-6' 5-10, 5-51 5_11' 4'-9., ---4--3.3.-- - 12' 5-7 5-2' 4'-10' 4'-7" Load Width 1 2" x 3"x 0.070' 1c,-5' 9-7' 6-11" 8'-5" f 7•-7"- 6' _ 9 7-7' 7-1" 6'-8" 5'-11.• 9' - T-9 7-2" 6-8" 6'-3,. 5.-8. - 10' 7 6-9, 6 4" 5'-11.. 5'4,. - - 6.5, 6-0' 12 - --- 6-6 -- - - --b-2' 5.6" - --- - 6_5., Load Width 2" x 4" x 0.050" Tilt Beam or 2"x 4"X-0.650" 6, - - - - - 9 B' -- --8 11' 8.4,_` T-10" T-1 - -- -7,---- 8-11' 8-3" T-9" 7'-3" i 6'-7" 8' 8-5' 7-9' T-3' 6'-10" 7'-11" 7.4.. 6-10" 6'-5" 5._9..-- - -- 6'111, 6'6' --y 115A., 6-6 - 11' i 7'-2" 6'-T 6'-2" 12' __ 6'-70., -- - -6 4 5'-11,. 6-7" ----- -5'-- Example: For 2"x 2"x 0.044"Extrusion beam spar) is distance between uprights;to enter table roof panel projection of 14'-0"find load width, L.W. = 1472 + 2'0.H. = 9'Enter table on left under bad width. Load Width=9'-0"and read span under appropriate bad, Live Load @ 17#/Sq.Ft. 1102 M.P.H. Load Beam Span Note: Tables assume extrusion oriented with longer extrusion dimension parallel to applied bad. Lawrence E. Bennett, P.E. Cr& &"M" -DrARA Off D0NBILTAW PD.DOX 4400,10UTH DAYTONq FL U121 1B-EPHOW CPU)107-4724 SEALSAX COW) 107-OW \ PAGE ©00PYMQM W97 70 NOT To K FEP =XM N WH= Ora N PART WMHMn of WRrM 11MASS ON OF LAWPOOM E STT.Px SCREEN, VINYL & GLASS ROOMS SECTION 3 l Table 3.2: Allowable Post/Upright Heights for Screen, Vinyl and Glass Rooms, Hollow, Snap and Self-Mating Extrusions Aluminum Alloy 6063 T-6 _ Extrusions I Load Width = Post/Upright Sacing Hollow Sections 36" 42" 48" 54" 1 60" 66" 7.2" 78" 84" 90" i Allowable Height"H" [Span] 2" x—2- x 0.044" 7'-10" 7'-3" 6-10"" 6'-5" 6'-1" 5-10" 5'-7" 5'-4" , 5'-2" 4'-11" 3"x 2"x 0.050" " 10'-5" 9'-8" 9'-0" 8'-6" 8'-1" 7'-9" 7'5" T-1" 6'-10" 6'-T' 2" x 3" x 0.050" ---__T11'-3" 10'-5" 9'-9" 9'-2" 8'-9" 8'-4" 7'-11" 7'-8" 7'-4" 7'-1 3'x 2 x 0.070 11'-9 10'-11 10'-2 9'-7 8`- 9'-1" 8'-8" 4" 7''11" 7'-8" 7'-5" . .„ 14'-1" 13'-0" 12'-2" 11'-6" 110'-11" 10'-4" 9'-11" 9'-7" 1 9'-2" 8'-11" " Note: Screen splines on 3"side -extrusion turned w/3" side parallel to sole plate. Load Width = Post/Upright Spacing Snap Sections 36" 42" 48" 1 54" 1 60" 66" i 72" ( 78" Allowable Height"H" [Span] 2" x 2" x 0.044" 9'-3" "8'-7 8'-0" 6' 7'-7" 7'-2" -10" 6-6" 6'-3" j 6'-1" 5'-10" ----7" -'— " ------- 2" x 3"x 0.045" 12'-2" 11'-3" 10'-6" 9'-11" ! 9'-5" 8'-11" 8'-7" 8'-3" 1 7'-11" 7'-8" 2"x 4" x 0.045" 15'-3" 14'-1" 13'-3" 12'-5" ,11'-10" 11'-3" 10'-9" 10'-4" 9'-11" 91-811- 7 '-8"T Load Width = Post/Upright Spacing Self-Mating Sections ~ 36" 42" 48" 54" 60" 66" _72" 78" 84" 90" Allowable Height"H" [Span] 2"x 4"x 0.055" x 0.12" ,17'-11"; 16'-8" 15'-7 14'-8" 113'-11" 13'-4" 12'-9" 12'-3" 11'-9" 11'-5" --- 2 x 6"x 0.055"x-0 12" — 24'-1123 2, X21,-8,'�, 20,-5" 19'-4; 18;-5 17'-8,' 116'-11"�16'-4" AF-10.1i 2"x 71, x 0.062" x 0.12" 27'-4 25'-4 23'- 22-4" 21'-2 20'-2" 19'-4' 18'-7" 117-11"! 17'-4" , 2"x 8"x 0.072" x 0.224" 36'-2" 33'-6" 31'-4" 29'-6" 28'-0" 26'-8" 25'-7" 1 24'-7" 23'-8" 27-10", 2"x 9" x 0.070" x 0.224" 40'-2" 37'-2" 34'-9" , 32'-9" 31'-1" 29'-8' 28'-5" 1 27'-3" 1 26'-3" 25 5 2"x 9" x 0.070" x 0.310" 44'-8" 41'-4" 38'-8" 36'-5" ! 34'-7" 32'-11 31'-7" 30'-4" j 29'-3" 28'-3" ' Maximum chair rail spacing is 6'-8" o.c. Thus with chair rail @ 2'-6" the maximum wall height without additional chair rail is 9'-2". Notes: Glass Rooms-, The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Using screen panel width "W" (See typical glass room drawing.), select upright required from the maximum height allowed for each extrusion. Lawrence E. Bennett, P.E. CIM o"AMR - DEVEi-OP6Errr CONSLL TMNT P.O.BOX 4388, SOUTH DAYTONA. FL 3M TELEMiO1E (804) 787-4774 FAX (804) 767-6558 SEAL @ COPYPJG rT 1997 PAGE NOT TO BE REPRODUCED N WHOLF OR N PART WITHOUT THE WRITTEN PEFMGSION OF LAWRENCE E BENNETT, P.E 75 �tue �f ���auac�jnc�t rrwrws w w�s� To •&M u ara &Sam Back 8849 Pg 1793 Tho crud WOO muw w you that >mpm mmm wW be me" a DRUM 9w prp➢ v. mw m MCM "ac. With mcuoa 7",U at W. rlarWr &W"4 Wr iojl WS 1p�W�11oq 11 west W {til �+f�►rux ar cawWcnc�wwz. Gawirai aaMigh" at owevemano ...wr.«..a...w. wr No awavemismi too TWa&*AsC cx wtwr wear►owa ♦ N.M...M....Nw.r. rrN.�... No" ` �..-` .r.r+r........NNr....�.........r.wr A" m ..................MNN.M....r._.MY...i.rN. iirw4lraCt9r �JJ �/ L' ....N CLIJ � ...............+...r..........:.�...�........_» -_. ��� ��aay� wr...r•. _.w.w..._._...r..N�...r......rwNw.w �.N�. Sol momme ..... Aaarxa�t ....�..........,.---•--.».r«.,...........r....N«........... at Oww i........._... Nam ares addrw of any"Awa MAiAQ#a iwa lar tpc wpww wa of uw imptwrcaams. Hraw .....w...... N..�M�.Nt.�M�..w I.M..�.w...r.M' w...rN.M.b.........�.....N..M.r.oM.M....M....�... Nm of pnbw wind tic Snit of Fior" aibm fYlo b►rtk do-jw+W by woo Va wh m amm w who Awwaww aLy at av &"raw ...........�.. b Wdu+wn to hwmu, wswr d"janst" the falmmial Pwawo w rwwvo a owl/ qt Y1! lwtt w& $Gwo M �ptaYtwart w+SaCr�+air 7�i.11o Izl ib)• Flwaai �1►Wttl. IrW w •t Gwaar'� opiMwa• • Nares ... _.. • ----------------------- _--- ............ ....... t N11;lAGa/On kiG•]wa(#'�VM►WIw'f u C11f J P .�r 14--f— Tatt-firatt of Mccupancu Tito of 3 Atlantic nkat# — ,Floriba Department of Nuilding Jnopertion This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard ,4 Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family REsidence Bldg. Permit No. 10422 GroupW.fraffie Type Construction s/f Fire District Atlantic Beach Owner of Building Centex Homesaddress 6620 �Southuint Drive South F--3221-6 B ng Addres 657 Linkside Ct. N. Locality Atlanitic Beach, FL 32233 By: DON C. FORD �. - Building OffibDate: POST IN A CONSPICUOUS PLACE CITY OF 4&0914C Ad Office of Building Official / 0 Z- l / YY- REQUEST FOR INSPECTION /b 4,z S 2- /' Date ` / — ), Permit No. Time p', A.M Received Li i P.M Job Addres ocatity Owner's Name Contractor — -SUILDit�fa --MNCRETE ELECTRICAL PLUMBING MECHANICAL ra rng _ noting Rough Wiring Rough C Air Cond.& r Re Roofing - Slab 7 Temp Pole Top Out n Heating Insulation F\ Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. Tues Wed. Thurs. Friday PM Inspection Made /G_�� / 2.'-3 C, 1�9' 19 actor_. r4. - ---- - — -- -- Certificate of Occupancy -" " V.LPIRJ!_IIV 137 P03 . MAP SHOWING BOUNDARY SURVEY OF LOT //# BLOCK I A5 SHOWN ON MAP OF 114 Z /Ni4 S 4' 4/A//2r Z AS RECORDED IN PIAT BOOK , PAGES ASK-Al OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., Fl A. FOR: Cs',�4/f r 6j 5_CX5NA&k6 NOTE BEARINGS IMOV01 HEREON XRE OASW ON A90W MEN'nMWPLAT. CERTIFIED To= i0o-eCE 0 Cr A0A4 49APe4NT Cry( MORTS ACvE Co. MerRoPoLiTAnl rl rLE 4 641ARANTY Co. 9TP_WART TITLE or- JACKso4v1LLEE , INC. A4R7 Or . etrIOXI /1, 7t NVSf/jP d S,1417W, 0,4M ' t O E,OST � e o.r• �O.40 ' • • ' ~ l,1 �t OINE�L/Nii' � •• 4 4 14/457 y o tL W.J.K A#fWM _ ' tl '�1l ,.. . • y r'+1,7 '/ENT co.�ra ., S�99'�G=da iV•5"d•da 44.11VAIS/d L'�OC/�T �DiP7 r�o N�ofw,�r� A �� 0.0 01F 1O Aeok 00 t� of Dui\d�n9 + A 001�e FOR 1NSpE �, .S petm`t N0 Da d , CAnd.& ae,ewe �� �ontraetot pLU�g1NC" Ne G boa Add�eti. �R1A` a°P Qut Pce Fab A!�` �� Roo9h�uin9 $ewer pM net'` CRE pole CO '"`t pw T1 Temp N Fina\ C(10N Friday oCm9 U\1- tNG Stab FOP 1NSpE jh`xs Fra .n9 — ontei PEpo`f Fe AQ4f n9 wed iat�on pM. lnso01 -Toes �cc�PancY Sues Merit";care° Date insPeci,on i<sr f� /CITY OF 4�/_ !Seac,4a"9& Office of Building Official ,,REQUEST FOR INSPECTION Date Permit No.-51 �. Time A.M. Received �! __ P.M Job Address ... Locali Owner's Contractor BUILDING CONCRETE ELECTRICAL PLUMBING M�NICAL Footing Rough Wiring - Rough Air Cond. & Re Roofing Slab Temp Pole 2 Top Out _ Heating Insulation Lintel G: Final C7 Sewer Fire Place Pre Fab R=INSPECTION Mon. Tiles. Wed, Thurs. Friday P.tvt. A.M. Inspection Made _ _P.M. ��, - _, Final Inspcafe of O u Inspector �_-.— _ Gertificat6 of Occupancy Date CITY OF 4&4#t4.0 Beac.4-A;&vda Office of Building Official REQU T FOR INSPECTION Date— Permit No. Time r A.M. Received Job Address Locality Owner's -7) Name Contractor BUILDING CONCRETE' ELECTRICAL ��— PLU�MBIN MECHANICAL Framing 11 Footing 0 Rough Wiring 0 Rough 0 Air Cond.& 0 Re Rooting 0 Slab -7 Temp Pole 0 Top Out 0 Heating Insulation 0 Lintel 0 Final 0 SewerFire Place 0i I>< Pre Fab READY FOR INSPECTION Mon, Tues. Wed, Thurs. Friday----�—L: 11--� KK Inspection Made PM, Inspector Final Inspection C] Certificate of Occupancy C Date CITY OF f�i�a�rtc'c �►�ack - �l rtid4�. Soo SE MUNOLE ROi&D ATLANTIC BUCH,FLORQk132233-SW ---- TELF.MNE(" )217-SM FAX(M)WSW NOTICE TO: Water Department FROM: Building Department DATE: l© - 0 )--q1 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 J �D � zz S erelt, Building Department � _ 5 _ `i5 DATE: -�--- ------- FRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUI-HONI7-Y 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE: BEEN MADE: AND ARE SATISFACTORY: ------------ ------' ------------------------------------------------- ------ ' -------------------------------------------------.-- ------ ' ------------------------------------------------- --- ------ ' -------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION = FILE s TRANSMITTAL DOCU49NT FOR JEA DATE: 9 The following permits have passed "rough" inspection: Permit No. Address x)mx:(*dmo =D dxmxoo[xx*kocVa=W*u. Please update your records accordingly. h k CITY OF ATLANTIC BEACH /vcb A ' . 1 L�Z-L CiTI' OF Office of Building Official _ REQUEST FOR INSPECTION Date _ b_. __t- r Permit No. -—1_� r .1 — Time A.M. Received _ P.M. t Job Address Locality Owner's Name __ ontractor != T BUILDING CONCRETE LECTRICAL PLUMBING MECHANICAL FramingFooting ❑ Roug Wiring C,, Rough E Air Cond.& Re Roofing Slab ❑ Temp Pole U Top Out C Heating Insulation C Lintel D FinalSewer L Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. /N Friday P.M A.M. Inspection Made _ (J ✓ < _PM. ln-pr,rfor Final Inspection ! Certificate of Occupancy C. Date ��— CITY OF Office of Building Official j REQUEST FOUR INSPECTION )ate 7 '� Permit No. me ?eceived . ��� PM. 1 Cn �`�_ _ c � Job Addres l Lo ty owner's n �! lame �_-- r<f _ Contractor I 3UILDINf CONCRETE ELECTRICAL PLUMBING MECHANICAL i =raming Footing Rough Wiring Rough ❑ Air Cond. & 3e Roofing _: Slab Temp Pole _ Top Out G Heating nsulation Lintel Final Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION Aon. Tues Wed. Thurs. Friday P.M. P .--� A.M. -- I 27 Final y C Inspection; icate of OccupancyI' Date — --------------------- CITY OF _ _ fL_ Office of Building Official REgUEST FOR INSPECTION `0� � Date V [ ` f� Permit No. Time A.M. Received P.M Job Ad res 114P lity Owners Na ntractor UILDING CONCRETE ELECTRICPLUMBING ECHANIC Framing C Footing _ Rough Wiring Rough C n Re Roofing a Slab Temp Pole Top Out ❑ Heating Insulation 7 Lintel ❑ Final ❑ Sewer Q Fire Place ❑ Pre Fab READY FOR INSPECTION A. Mon. Tues. Wed. Thurs. Friday M. A.M. Inspection Made - PM. Ins ctor_ Final Inspection Certificate of Occupancy ❑ Date CITY OF Office of Building Official REQUEST FOR INSPECTION ❑ate 7 Permit No. "' 2— Time !ZL(� A.M Received 5`2 Job Address Loc lity Owner's i Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBI MECHANICAL Framing Footing Rough Wiring oug Air Cond. & u Re Roofing Slab — Temp Pole _ Top Out Heating Insulation iF] Lintel Final Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION CD 0Tues. Wed. Thurs. Friday P.M. _ �^— A.M. Inspection. Made -- ��J— P __ Final Inspection 7. Certificate of Occupancy C� Date CITY OF ATLANTIC BEACH, FLORIDA APProwdby APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_,C,./ - IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 3 C' _c G r.�� t Ea.S DL�OA& ELECTRICAL FIRM: MASTER EL991RICIAN SIGNATURE NAME.6" 1neS ADDRESS:1*e57 � f�4� 4,,-/1«RFD-50 X BLDG.SIZE BETWEEN: RES. APT.( I COMM.( ) PUBLIC( ) INDUS.I ) NEW OLD 1 I REW. ADDITION( ) TRAILER I ) TEMP.I 1 SIGNS ( ) SO.FT. SERVICE: NEWN' INCREASE( ) REPAIR ( I FEE CONDUCTOR SIZE AMPS COPPER I I ALUM WTCjj OR BREANE AMPS PH W IVVOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.sO AMPB. 3I.I00 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT 6 M.V. FIXED 0.100 AMP8. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PNS NO. 111.P. VOLTAGE PNS p5 _ 10611 OEPARTM9NT OF auI Q i CITY OF ATLANTIC B€tai � .`..�. .� �.., �. ► tCATfl �. NO�TON ---- Perrittub+ r t # Add.ri LINS' S CtU ` .NORT P > n�ti e: l C C TM"Tr S C PLORIDA. 322 3 C1�t rad Work,: y�Nyy W!��yy ..,yF:: f w : t ♦ yt 1 Section:..,.y_�� .w_w� Cons t L vi Type 4 11 W lYrDr" AXZ' i {W k iW 6M �3{f 0praposod Uset SI"Qtoz rxmMY VoanshipRNO e � ��A L��' + � NASID, ` iti", ted V;a ue�' f�-SAO lmpro . Cost*' tea.00 AM $47'roo ' It AIR 7S x F '' X47 .00 COtT N0 N � AC e ?*r 00 P n ' P, 291 - "VON S. $0 . 00 T N �t?N RAT 15 0.00 Name 7 d ',� 011 $0.00 Ad ' 'JAC I� r 257 � CROSS CC1N CTIOtt 10.60 , , i' re. . CONST,SURCHAR0 $0. 0 NOTES; r ` NOTICE ALL G©NCl ETE FORMS ANO FOOTINGS MUS`t 1IE INSf�CTE©SEFOWPOUOING PERMIT VOID SIX MONTHS AFTER,DATE©F ISSUE i ` WILDING MATERIAL, RUB�iISH AND DEBRIS.FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE;AND MUST BE . ` CLEARED UP AND HAULED AWAY BY EITHER GONTRACTOR OR 0, R : # ► .0RE o c �P - � E n ECHArev "LIEN LA + Esu�`r r 1 PI QP RTY P�AYtNG T NICE FQ T BU 1. ► 1 PR 1W M N 'S' a ISSUED ACCQRDING TO APPRC3VED PLANS NVHICH ARE PANT OF1141S PERMIT AND SUBJECT TO RIE.VOCATIQN MR ; VIOLATION.OF,APPLICaBLE PROVISIONS OF LAW. F i . A'TL4g"IC;,B.IEAC-H;;PU#LDING DEPARTMENT'. j, Y ,fir Dix'Rt ria' z,x "?ec:��,�a BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC DEACH. FLORIDA 32.33 APPLICATION FOR MECHANICAL. PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in suctions I, 11, III cinch IV, LOCATION !'Ir••' Add,.»:____�j_(S __� K�T11F _� �-NT-___--------.------_______—______._�_...__.__ ____ __ OF Intersecting streets: eelw4e01 S E M I N U E ROAD And ATLANTIC BLVD . CUILDING — --------_ s�b.d;.;ucn S F J yA _LI NX T[1F _ - -- 11. IDENTIFICATION — To be completed by all applicants in cons;deset;on of permit g;�on for doing the wort as described ;n the abcn we hersby ogre• to roc" teed ..o•s .oto the aUactied plant and speeilleaCons wh;eh are a part hereof and ;n accordance .;ti, tt,e C:ty of Joclion.,;'s mrd^.-ces 4-z of good practice listed therein, tia.we sf 1A►chaa;cel Confreclon c.aM.Cte11►riail MANDARIN HEATING & AIR Matter CACA 12623 Nsaw of ha y.rty O.ner S.jasturs of Owner m!+ signature of e+ AW W404 Agent Atch;tecf or Engineer IIf. QINERAL INFOR"TION A' Type of A+atinq fuel: B. IS OTHCRCONSTRUCTION ICING DON[ ON fiactnc THIS WILDING OR SITET yes Q Gat--❑ U ❑ Natural ❑ Central Ufil;ty If YES, GIV ,tfu1 R 0/ CONSTRUCTION Cl Oa PERMIT 1U1�4} D 04-of — sp•uFy IV. 1.4CKAJ40CAL EQUIPIAWT TO It INSTALLED NATURE.OF WORK y►rove"campLeta Kit of componeah ort back of All form) faoyidonlial or Commercial Meet ❑ spats ❑ R•cau•d )k Control O F;ow Now building ,if Condrf;o.;ng: ❑ Room -I!f Control ❑ Exl3ling Building I Wct irf•m. mal,*i t h n a r d &f 1 e'jickaaaa.1� ... (] Replacement of existing system W4&imww capacity 11200 _�fm Now Installation(No system previously installed) { ❑ Refrigenl;oss EJExtension or add-on to existing system Cl Coot;.g to.w: Capac;fy �. ❑ Other — Specify _ ----__-.- 4P [) fen spnnWers: NYTber Of 0 Hwetoe ❑ I.tanlift ❑ Escatatot—)numb•e) TifIS tiACE fOR OFftCE USE ONLY I Q Gsu,Gee pumper tnumbar) ( �' p Talo (nu+nbar) Roenaria 0 lt6 cLata;a•n (Isssmbar) D UefenJ pine"Wre yowl D i4•ra ?emit Appmyod by pa►. D C}Jbo", — Specify Permit As- LIST ALL EQUIPMENT Aa COND;T;ONLNC AND REFRIGERATION EQUIPMENT WtrasDat Vti1t• DeacrfPtlon Model Ntu»br (�boajY Appel X"ufactur,er �cr I— WR030 IRANL z 2 F ; CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT �Lo o , 50LO-4 - JOB LOCATION. r7 U OWNER OF PROPERTY: on BUILDING CONTRACTOR: 1 j PLUMBING CONTRACTOR AND ADDRESS: �� r TELEPHONE NUMBER: ZLI"Q6YJ�� �� G STATE LICENSE NO: i TYPE OF BUILDING: TYPE OF WORK: n4a, �.l 0 oTn- )nL1?4 HOW MANY OF THE FOLLOWING FIXTURES INST LED SINKS SHOWERS !LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS JWASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER 5 00 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 Psak ` 10452 DEPARTMENT OF BUILD" . CITY OF ATLANTIC BEA�Cw LQCATION. INFORMATION - ------ P nu ux b+�r: A d + ,: 1 S 'LIN SID COURT NORTH armi TTp PLUM t!I C3 AT ANT I-C: SEACH `LOI I1?A -3 2 o r► k; I �.« I+ GAb DEISCR I P'TI ON --------- # tr. Type: N/A Lat BIoa 5 pct rn Pr a� a3ed Use; SINGLE FAMILY �tNG. +� F I erl in w I Cade. 3 Sulad��r�.`iiot. S IV L r�k�idat E'stimated Valuta: $0.00 Improv. Cost , SO Of? Total s 7 .00 Amo ~ 7 .00 w J M411 'R ATION .:.:.. APPL ICATIt9N FEZS' A s � $T D -COURT NO TR : C'lI r` ?LCRIjq , ` TAP 0 . N OAS—Hl.R.S. 0.00 T 00Ni+� ION, RI P'LU'MB I A I I ro SO 00 ; JAC .. ' ILL r 'LA» 1{1 CI"OSB 'CONM�CTIOI� 50 .00 . i TTp a: SIC H IMPACT FLE � 00 , , e CONSTUR Ako 410 $0'. Q: NOTES: P A 1 0, JULv 4:,A995 . city NOTICE-=ALL CONCRETE FORMP AND FOOTINGS MUST BE IN PECTED,BEPORE POURING i d + PERMIT V NO SIX MONTHS AFTER DATA OF ISSUE BUILDING MATERIAL;RUBBISH AND©EBRIS FROM THIS WORK MUST.NOT BE" _LACE, IN PUBLIC SPACE,AND MUST BE ; CLEARED UP ANL?HAULED AWAY BY'FIT HER:CC)NTRACTOR OR OWNER "FAILURE TO C ''PI ' !�T�L THE MECHANICS ,�L�,I IV L�'�1t i►C�►N' t��S��.'�" IN THEPRO Pk bOOERN-YINGTWE fSSUEb PROVell ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION"F ` m UIfJLATION fat=APPLICA81.E PROWSi(?NS:OF LAUD � V P ATC.Al�tTIC BE QH BUILDING DEPARTMENT NOW' t � r ass✓ r '21 r 0 . 10,42 ' al � �� ����� �? yPAF�X�I+�T��O}�F��v ��s ow y� yypy .. r•wA14.a r r�; n iR�YV xd • we n:.w. IT: {y 'LOCATION f� yp� �+'� P '. # � �N �f.n.ww�wF:s rw.+r..rw. Yw#M r W i�1✓ rarl^'M V Poftil l uw or: y�{X44 .Addrii 140,1 ^y)'*►51 LINKSIDS C't3 RT �LANTIC TTQ��RfiH2 / 4 Cft4S 1� Lot 114 glo k: Section:- ar ; odo t Sdi + s ; SLA LN>? ', s Aii tee Valum. 8 ' 4t o a t prov" ,Cost. �b �► Tot : '4 { f I"PliZ IM _---]PERAPPLICAT�t3N FOS -. . K` rM ' + 7 A ` C3fi � # AC 1 FM Ap AfM ION - - 006m, CAS ' t3 w 7 L '� �" '" ., rrro EE CT 10 OT,Slu N6 : 9 7 { I; nla�r�cE-- �.CONCR",g Fo$ s AND FOOTIN s M Be��sPECTED I > F0flF POvflil is PERMIT Vp .SIX MONTHS AFTER.DATE OF ISSUE tNG,A11ATlrFttAL;RUI SISH&I' O Q $-RIS FR WTHIS WQ�iK M 1 PV�►� D IAV-PUBLIC SRAC�,AND MUST, D UP AND HAULED AWAY BY EITi=1R CANTIACTOR,OR WITH,THE. E -AESU 1'ii R _ 'WN A P" ' 'INC TWIG FSR U tVING P '��IE777 N'�'�" k } �ACCORDING TO AF?PROVED PLANS WHICH ARE PART OFT, PERMIT AND SUWECTTd REVOCATION FOR 11Q111 OF APPLICABLE 14 OW OF l AW. , A't�LJdTIC BEA NTii 71 rr � .06.14 IrI NAN CIA1.PRINTING Q> 'VdY RAW of Commencement (PREPARE IN DUPLICATE) To whom'it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property __ ±:!!t-L1-14____�-�hoo... -q L -k �_��_ ------------------------ --� `--7 Lin_ S.t.s --� ---�-------------------------------------------------------------- According to plat thereof recorded in plat book4 - pages Es--W(� of the current public records of ► Co",r+y _SIU" �------------------------ General •General description of improvements __________________________..____________________________________--___-. Construction of Single Family Residence with Garage on concrete slab ----------------------------------------------------------------------------------------------------------- Centex Real Estate Corporation • Owner ---------------------------------------------------------------------------------------------------- 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 Address ------------------------------------------------------------------------------------------------- Fee Simple Owner's interest in site of the improvement _______________________________________________________________• Fee Simple Title holder (if other than owner) _____________________________________________________________. Name ---------------------------------------------------.,..------------------------------------------------ Address -------------------------------------------------------------------------------------------------- sc1me as owner Contractor ------------------------------------------------------------------------------------------------- Address ----------------------------------------------------------------------------------------•----- Surety (if any) -------------------------------------------------------------------------------------------- Addi•ess -----------------------------------------------------------------Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvements. Name ----------------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: n - Name _ f SrZ'���2�! =='=1--�-= , -=4=- y=-`L r ==L�-��--` -------------------------------------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address ---------------------------------------------------------------------------------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [2] [b], Florida Statutes, (Fill in at Owner's option). Name ----------------------------------------------------------------------------------------------------- A sa.,...... CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address -Z;; Date Y.s vV Heated Square Footage @ $ �� per sq ft = $ (50) 7 (?J Garage/Shed ' _C� S " per sq ft = $ l `� p e r s q f t = $ Deck @ $ per sq ft = $ Patio @ S per sq ft = $ TOTAL VALUATION : 86 5,50 �-&° Total Valuation 1st S J51e C, Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ ( ) Fireplaces @ $15 -00 $ /3" Gr C-7 BUILDING PERMIT FEE $^ 639--00 WATER IMPACT FEE IS730 ` v SEWER IMPACT FEE S /. 6 WATER METER/TAP $ g 5,0 CAPITAL IMPROVEMENT S_______3 �2 fp SEWER TAP S� _ (,' 1q(4 RADON (HRS) . 0050 SECTION H PAVING HYDRAULIC SHARES CROSS CONNECTION $_ ' ( SURCHARGE . 0050 O S_ hEr � T' GRAND TOTAL DUE g -- ADDITIONAL PERMITS OR FEE,s : Mechanical PiwrJ�ing�f__ Fl ectri c/New E1 ecr t: ci`�ernr° ; SwimmingPool Septic Tank wet i ; Si_gn__ Finish F 1 ooi Septic .- __ Survey Other CALCULATIONS and/or 'NOTES ' � I ?ROPERTYCITY OF .0ESCRIPTIOH rgtf�tsctic �eacls - �Eozcda -- _� T _ot IG OCEAN BOULEVARD 97& /_ _ ___Blook I__�,__ Section I P.O.BOX 25 `� ���� ATLANTIC BEACH.FLORIDA 32237 g � K c �, TELEPHONE(S;041249-2J95 'aubdiviolons Building and Zoning street flame • • DESCRIPTION OF WORK sr It in a FLOOD HAZARD 'food Zones____-___-area comsplety page 3. Brief Description: i�rZg�r0. P� Class of Works �T (Now/Remodel/Add ition) _ TONING INFORMATION Type of (^ Conatruotion s,ys, 1x�<_r�M_� ��S lining Proposed District:__��Uaes �_�_,•,_,__ EatimRated Yilue B :xceptions or Materialss_l,C���, ariances Oranteds T-'- - Solid or ------- Filled f t3rounds�Q,�'Z,__� OWNER INFORMATION Method of Heating s_C]IC Property Owners �,/' "�� �1 ��—------------ PhoneMailing G�.1�lL .L_'1i.:_..�.�---_----- Address t !S :i... (� J— ----------- zips za �o CONTRACTOR INFORMATION Contractor ling s Ma ------N------------- Phones______________ Mailing j�[� �)l v►.I� - 'S�n��.!_.�s_tF�....----------------•--_--- Zips ------ _ /�/�� __-_..,._______ Expiration License Numbers __---__-_ _5.LS1_ �v - Dates I NtREBY c"rxrY TWAT I RATE READ AND EXAMINED TRIQ APPLICATION AND KNOW THE SAME TO BE TRVC AND CORRECT. ALL P*ovzsIONi OF rUk LAWN AND ORDINANCES OOVERNINO THIS TYPE OP WORK WILL BE ` ^ COMPLIED WITH, WHETHER EPECIrstD REREIN OR NOT. THE ORANTINO Or A PERMIT DOES NOT PRC:UMC TO _.A t GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS Or ANY FEDERAL. STATE OR LOCAL RULED. ^J{ «♦ REOULATIOWS. ONOINANCES, OR LAWS IN ANT MANNER. INCLUOINO THE OOYERNiMO Or cONSTRUCTION OR 7NC .�' .. PERPORmmAMCC OR CONSTRUCTION OP THE PROJECT. I UNOERBTAHO THAT THE ISSUANCE Or THIS PCRnIT 15 v } •,��. CONTINOEMT UPON THE ABOVE INrORMATION BEING TRUE AND CORRECT AND TNA THC PLANS AND SUPPOR72RG 4. fJ` . •'� DATA HAVE BEEN OR SHALL- BE PROVIDCD AS REOUIREO. Owner Signature _ ,E`A_ Dote Z� y 3� Contractor Signature- - -- - -- -- ---- - ----Date__6A 3 hy 4 F[.00DP[.AIN DEVCLOPME NT INFORMATION Type of Developments__ ---------------------------------- Flood ZoneX- Required Lowest Floor Elevations_ It building In located within a flood hazard zone, a survey must be wade AFTER THE BLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the bas* flood elevation established for that zone. No final inspection will be made and no oertiticate of occupancy will be issued until the survey is on 'file with the Building Department. COMMENTS% Applicant Acknowledgements I understand that the issuance of this permit is contingent upon the - above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisioner of Ordinance No. 23-7-11 and all other laws or ordinances affecting the proposed development. Date______._........_Applscant•s Signature-------------------------- -------------1------------------------------ _____________________------------------------------------------- ------- Department Use R4quirvd Lowest Floor Elevation ------------ Avg Built Lowest Floor Elevation _________________ Survey Filed with Building Department ___________ Building Department Reprcruentative . page 3 CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. ,„BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY i BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) }/ BATHTUB/SHOWER (2) URINAL WALL LIP (4) Qvi Sl DE --��SHOWER GROUP PER HEAD (3) �f FLOOR DRAIN (1) SHOWER STALL 60MESTIC (2) LAUNDRY TRAY (2) 61 A-/ LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) �r POT, SCULLERY SINK (4) _,DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) ----�NtITCHEN SINK (2) DENTAL LAVATORY (1) _„„_KITCHEN SINK WITS WASTE �DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) URINAL STALL, WASHOUT (4) —';:;�'—IR.USNING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) /8LOWOUT (2) 4- LAVATORY, BARBER/BEAUTY MICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) ,_,,,LAVATORY, SURGEONS (2) JACUZZI (2) , .z; _URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITSj2 Q $20.00 EACH $ JOB INFORMATION-./ Iwn�r.r� y• , y � ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99.7 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . .Double Clear I -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 13.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 11 .0 -----------X--------- I AIR CONDITIONER. . . . . . . . . . . . . 9.7 EER 16.0 EER. . . . . . . . . . . . . . . . . . . . . . . 10.0 IX------------------ I HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 I ----X---------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: (a(e�c�S«_�l�Ao� „� p�,; Signature: 0Q,t Gt S9c'j Date: City/ZipL�"Lh� __32-2-/ (_ Florida E ergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 114 SL 2 BUILDER: CENTEX AND ADDRESS: 1657 LINKSIDE CT N PERMITTING 1CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 2I_1 31_1 OWNER: CENTEX PERMIT N0. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1469.00 6. Predominant eave overhang (ft. ) 6. 1.33 7. Porch overhang length ( ft. ) 7 . 5.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 134 .00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 114 .00 ft b. Wood, raised (R-value, area ) 9b.R=11.00 , 380.00 sqft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=13.00, 1493.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=13.00, 173.00sgft 11.Ceiling type area and insulation: a. Under attic ( Insulation R-value) lla.R=30.00 , 868.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C EER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 99.67 a. Total As-Built points 19a. 28140. 66 b. Total Base points 19b. 28234 .78 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: QaA's�kaz'kp compliance in accordance with Section DATE:-to -_-)3 -q�` 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: CJQA► 4LC,11 BUILDING OFFICIAL: DATE: (a-a 3-9 5 DATE: Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 114 SL 2 BUILDER: CENTEX AND ADDRESS: 1657 LINKSIDE CT N PERMITTING ICLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_I OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5 . 1469.00 6. Predominant eave overhang (ft. ) 6. 1.33 7. Porch overhang length (ft. ) 7 . 5.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 134 .00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 114 .00 ft b. Wood, raised (R-value, area ) 9b.R=11.00 , 380.00 sqft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=13.00, 1493.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=13.00, 173.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30. 00 , 868.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C EER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6. 80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 99.67 a. Total As-Built points 19a. 28140.66 b. Total Base points 19b. 28234.78 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: C�,� �JQ � compliance in accordance with Section DATE: 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: �'cu�Q � BUILDING OFFICIAL: DATE: w 3.95 DATE: SUMMER CALCULATIONS ******************************************************************************* BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------ -------------------------------------------------- S 84 .00 65 . 8 5527 .2 DBL CLR S 10.0 66.2 .93 617 .3 DBL CLR S 10.0 66.2 .93 617 .3 DBL CLR S 9.0 66.2 .92 546.6 DBL CLR S 35.0 66.2 .94 2178.0 DBL CLR S 10.0 66.2 .77 509.7 DBL CLR S 10.0 66.2 .77 509.7 W 50. 00 65.8 3290.0 DBL CLR W 5.0 79.7 .65 260.3 DBL CLR W 15.0 79.7 .97 1155.6 DBL CLR W 15.0 79.7 .91 1083.9 DBL CLR W 15.0 79.7 .91 1083.9 ------------------------------------------------------------------------------- . 15 x GOND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,469.00 134 .00 1.644 8,817 .20 14,499.03 1 8,562.48 -------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1493.0 . 9 1343.7 Ext Wood Frame 13.0 1493.0 1.50 2239.5 Adj 173.0 .7 121. 1 Adj Wood Frame 13.0 173.0 .60 103.8 DOORS---------------- Ext 21.0 6 . 1 128. 1 Ext Wood 21.0 6. 10 128. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2 .40 45. 1 CEILINGS------------- UA 868.0 .6 520.8 Under Attic 30.0 868.0 .60 520.8 FLOORS--------------- Slb 114 .0 -37 .0 -4218.0 Slab-on-Grade .0 114 .0 -41.20 -4696.8 Rsd 380.0 -4 .0 -1516.2 Rsd Wood Adjacent 11.0 380.0 .70 266.0 INFILTRATION--------- 1469.0 8. 0 11752 .0 Practice #2 1469.0 8.00 11752.0 TOTAL SUMMER POINTS 22,675.65 I 18,921.00 TOTAL x SYSTEM = COOLING ( TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 22,675.65 .37 8, 389.99 1 18, 921.00 1.00 1. 100 .340 1.000 7,076.45 WINTER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- S 84 .00 -10 .6 -890.4 DBL CLR S 10.0 -28.4 .97 -275.5 DBL CLR S 10.0 -28.4 .97 -275.5 DBL CLR S 9.0 -28.4 .96 -246.2 DBL CLR S 35.0 -28.4 .97 -967 .5 DBL CLR S 10.0 -28.4 .87 -247. 1 DBL CLR S 10.0 -28.4 .87 -247 . 1 W 50.00 -10.6 -530.0 DBL CLR W 5.0 -9.2 .03 -1.3 DBL CLR W 15 .0 -9.2 .90 -124 .2 DBL CLR W 15 .0 -9.2 .74 -101.7 DBL CLR W 15. 0 -9.2 .74 -101.7 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,469. 00 134 .00 1.644 -1,420.40 -2,335.71 -2,587 .67 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1493.0 2 .2 3284 . 6 Ext Wood Frame 13.0 1493.0 3.40 5076.2 Adj 173.0 3 .6 622 . 8 Adj Wood Frame 13 .0 173.0 3.30 570.9 DOORS---------------- Ext 21 .0 12 . 3 258.3 Ext Wood 21.0 12.30 258.3 Adj 18. 8 11 .5 216 .2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 868 . 0 1 .2 1041. 6 Under Attic 30 . 0 868.0 1.20 1041.6 FLOORS--------------- Slb 114 .0 8.9 1014 .6 Slab-on-Grade . 0 114 .0 18.80 2143.2 Rsd 380.0 1.0 364 .8 Rsd Wood Adjacent 11 .0 380.0 3.60 1368.0 INFILTRATION--------- 1469.0 7 .4 10870.6 Practice #2 1469.0 7 .40 10870.6 TOTAL WINTER POINTS 15,337 .79 18,957 .33 ------------- TOTAL x SYSTEM = HEATING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 15,337 .79 .55 8,435.79 1 18,957 .33 1.00 1. 100 .500 .950 9,905.21 ******************************************************************************* WATER HEATING ******************************************************************************* BASE ___ __= AS-BUILT NUM OF x MULT = TOTAL ( TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409 .00 40 .90 1.000 3719.7 1.00 11, 159.00 ******************************************************************************* SUMMARY ******************************************************************************* BASE ___ __= AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 8390.0 8435.8 11409.0 28,234 .78 7076.5 9905.2 11159.0 28, 140.66 ***************** * EPI = 99.67 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99.7 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear I -------------X------- i INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 13.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 11.0 -----------X--------- I AIRCONDITIONER. . . . . . . . . . . . . 9.7 EER16.0 EER. . . . . . . . . . . . . . . . . . . . . . . 10.0 IX------------------ I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- i WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 I ----X---------------- I 0.54 0.90 GasEF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: G,�Q_ a,'h�e �r_S Signature: Date: 43 city/ZiP0a- k'-; Yt AALe �2 z/ 40 Florida E ergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME : 114 SL 2 ADDRESS : 1657 LINKSIDE CT CITY :ATLANTIC BEACH, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1469 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida ( Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 .3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 22013.45 STRUCTURE SENSIBLE 11796.92 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 15976.92 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1100.67 DUCT GAIN 1897 .69 TOTAL LOSS/BTUH 23114 . 12 TOTAL SENSIBLE 20874 .61 TOTAL LATENT 13010.67 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4622 .82 20% SENS.OVRSZE FTR: 4174 .92 ACTUAL + 20% OVERSIZE: 27736.94 SENS. + 20% OVERSIZE: 25049.53 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- West Double Clr Drapes/Blinds 1 5.00 145.00 230.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 South Double Clr Drapes/Blinds 1 10.00 290.00 250.00 South Double Clr Drapes/Blinds 1 10.00 290.00 250.00 South Double Clr Drapes/Blinds 1 9.00 261.00 225.00 South Double Clr Drapes/Blinds 1 35.00 1015.00 875.00 South Double Clr Drapes/Blinds 1 10.00 290.00 250.00 South Double Clr Drapes/Blinds 1 10.00 290.00 250.00 Infiltration : Winter Htm ( 33.04 ) x 134 .00 4427 . 36 Infiltration : Summer Htm ( 8 .69 ) x 134 .00 1164 .46 --------- --------- --------- Window Frame : Metal SUBTOTALS: 134 .00 8313.359 5564 .46 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 13 1493.00 4777 .60 3284 .60 Wood Stud - Adj . 13 173.00 553.60 259.50 --------- --------- --------- SUBTOTALS: 1666.00 5331 .20 3544 . 10 D0 0 R S---------------------------------------------------------------------- Solid Core/Wood - Ext. 0 21.00 598.50 266.70 Solid Core/Wood - Adj . 0 18.80 417 .36 78.96 Infiltration :Winter Htm( 33 .04 j x 39.80 1314 .99 Infiltration :Summer Htm( 8.69 ) x 39.80 345.86 --------- --------- --------- SUBTOTALS: 39.80 2330.85 691.52 CE I L I N G S---------------------------------------------------------------- Under Attic 30 868.00 1128.40 1388.80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 114 .00 Lin.Ft. 3693.60 000.00 Raised Wood - Adjacent 11 380.00 Sq.Ft. 1216.00 608.00 --------- --------- --------- SUBTOTALS: 114 .00 Lin.Ft. 4909.60 608.00 SUBTOTALS: 380.00 Sq.Ft. * TOTAL STRUCTURE SENSIBLE ------------------------------------------------------------------------------- 22013 .45 18976.92 ------------------------------------------------------------------------------- CONTRACTOR: CENTEX HOMES JOB: 3705A&C-HOLMES DATE: 06/23/95 HURRICANE ANCHORAGE TRUSS NO. UPLIFT TRUSS STUD TO STUD TO TOP PLATE SHOE T1G 200 TRUE TIE RT2418 RT1818 T1 280 TRUE TIE RT2418 RT1818 T2 850 TRUE TIE RT2418 RT1818 T3 470 TRUE TIE RT2418 RT1818 T4 470 TRUE TIE RT2418 RT1818 T5G 200 TRUE TIE RT2418 RT1818 T5 340 TRUE TIE RT2418 RT1818 T6 360 TRUE TIE RT2418 RT1818 T7G 200 TRUE TIE RT2418 RT1818 T8 830 TRUE TIE RT2418 RT1818 T9 820 TRUE TIE RT2418 RT1818 T9A 820 TRUE TIE RT2418 RT1818 T10 650 TRUE TIE RT2418 RT1818 T11 670 TRUE TIE RT2418 RT1818 T13 1250 TRUE TIE RT22 RT22 J1 270 TRUE TIE RT2418 RT1818 J3 220 TRUE TIE RT2418; RT1818 15 230 TRUE TIE RT2418 , RT1818 J7 EJ 260 TRUE TIE RT2418 RT1818 J7 HJ 880 1 TRUE TIE I RT2418 RT1818 HUGHES/SEMCO CONNECTORS MAKE NUMBER UPLIFT CAPACITY SEMCO TRUE TIE 320 W/2-8d SEMCO TRUE TIE 640 W/4-8d SEMCO TRUE TIE 960 W/6-8d SEMCO TRUE TIE 1280 W/8-8d HUGHES RT2418 865 W/18-10d HUGHES RT1818 865 W/14-10d HUGHES RT22 1208 W/18-16d 1 J U N 2 7 1995/ r,.. t "' <w n r'.»� "�,� •waw•^! FaAM JIG CflNv j6 18 'co 19 co �Sa j5 j%i j 15� 1 rN pEN1E 13 ESV p,�C j2 j%G Job: 4-3599 LOT TIG 8' GABLE THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): .11 WEBS 2x4 SP #3 BRG.LOC (FT): ��� '200 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. OR FULLY OPEN --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- *xx UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(10d !ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550/(16d !ply) MTS12 - -2000#(2 Each I HHUS48 - + 4299# -16600(10d 2ply) MTT.28B - -3786#(2 Each (10d)l HHUS48 - + 51800 -20000 16d 2ply) MTT28B - -44550(2 Eachl (16d)l HGUS48 - + 66400 -21990110d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) --- ---------------------------------------------------------- REPERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS —4' -4- T 4'T 3X4 Q 6 � O 1N 2X4 (01) X4-(01) 8 R=94 plf W=8' TAG = T10 SED: 61437 PLT . TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = i REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 12/12/94 TC LL 30 .0 PSF REF )(*IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING• ERECTION AND ttllti n TC DL 7.0 PSF DATE 12/12/94 \v^N DEVIATION FROM IRIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN (� FA1l URE t0 UJILO :�IE tgU55 IN CONFORMANCE WITH 05788 By TPI. !OR AOUITIDNAL SPECIAL PERMANENT BRACING RE V� 10 .0 P 1\\ ALPINE CCNNLCIOHS Atli- MADE OF 20GA GALV. STEEL MEETING ASIM Oi1:HFMENTS. UNLESS OTHERWISE INDICATE O. LOP — BC DLSF DRWG ^�\\V_ A44E' G % AS 0.1 Y CONNECTORS 10 EACH rACL U; CHIC; YIAL.L BE LATERALLY BRACED WITH PROPER - 5606 - (\J\\\ 11 i A1'111� 1 OI RMI OCAILJ ON IRIS DI.SIGN, POSI1[ON I Y AfiAGliLO PLYWOOD SHEA110NG• UOIIOM CIIO{ID M BC LL 0 0 PSF NPW CUNNI ClOil til HAWING 11U 1 0 C 160A-l- DESIGN SIANDANRS Willi 4•li(N4P Y ATTACHED RIGID CEILING - SLE STATE of _ TOT LD 47 0 PSF O�A LEN. 8-0--0 \\\V\V CCN#UI•v w/R��I�'. I�i14YI S1UNS Ut NDS 6 IPI- AN LNG IN!11;S A,Pt Ni ILCHNICAL UPDATE (7/1/911 (OR PROPER P P'� SEAI U IS 11•IA N( f 1L II- ID II IE COMPUNL NI DL ICiL: i�l_ WAI APPLICAIION. FURNISH A CUPY UI THIS CO RIO a OUR.FAC. 1 .33 In N.1 0- !!a GPUN IN LNY Ci11LH 'AY AI :GN l0 mf IHUSs.ERECTION CUNIHAJT"" GINEEA�'�: -.... . . . ,�... . ._.. .._____._ ..._. sPACTNG 24 0" 1TV017 doab I Job: 4-3599 LOT Tj 8' COMN GIRDER THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 280 280 WEBS 2x4 SP #3. BRG.LOC (FT): 0.00 7.71 - TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS GIRDER DESIGNED TO CARRY 07-00-00 TRUSSES FRAMING TO ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT --------------------------------------------------------------- FROM OTHER SIDE. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *x* UPLIFT (Err I *x* HANGER *** H5 - -455#(Jacks Only) HUS26 - + 2751# -1286#(10d 1Ply) MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d (ply MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -37860(2 Each) (IOd11 HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)) HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(164 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4 4' 4X4 m 6 v N2X4 (A1) X4 (A S) 4"3 X4 8' �- 8' R=819# W=3"8 R=819# W=3"8 TAG = T21 SEO: 61441 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 30 .0 117.2m SCALE =0.5000 ALPINE ENGINEERED PNODUCIS. INC. TRUSSES REQUIRE EXTREME CARE 12/12/94 TC LL 30 .0 PSF REF **IMPORTANT**SHALL NOT BE RESPON51BLE FOR ANY A RN I N G IN HANDLING. ERECTION AND t �'' us j'''4 TC DL 7.0 PSF DATE 12/12/94 IAllDEVIATION1 FROM IHIS DESIGN OR THESE SPECT:Wll,,0N5. OR ANY FRACIND. SEE HIBPEC AI ER SEE INIS DESIGN I AILUI.E 10 ODILD IHL iRU55 IN LONI�ORMANCE klli.OSIFF OY TPI. FOR ADDITIONAL SP(CIAL PERM4NEN1 FRACTNG RE AlPlhi CONNCIORS ARTMAUI. IN FOGA CAIV SfLii v i11NG ASTM OUIREMENTS. UNIFSS II -01WISE INOICAIF0. TOP _ BC OL 10 •0 PSF DRWG A44L GH U IYCL P1 • hU;IJ A I,Y uNNEC U,1' 0 LAL-,SALE Gi CtbHD SHALL BE IA11•iAILY LIIALEU WITH PROPER - S6O6 - NP W IHII'iS AND I✓III!•G 01 lull, lUC.1 11 ON lH OE ilUN. PUSI[ION I A]IACIi10 PI.YW000 SI.EAMING. Hal IBM CUM � BC LL 0 .0 PSF I.IINNI LIIIHS 1'11111(AMI N' - IIU. It,()f: 1FUA 1 IN..1!•N'SIANIIAI III' WIIII PIl01M.1$Y AIIAI:f IIU 01 16111 ICLII INfi - SFE scare of _ TOT LD. 47 O PSF D/A LEN. B-0-0 i::IN.O..M W/A111+I ILAIO, .'fOVI:,!UNS Lr NUS L 111 AN INL[Nttll 5 ALPINE IECHNICAI. U:'OAIL. t!/1/`911 IUU PROPER Q� Si A; ON tHIS U1iAhiNG Ai�PI;{�; IU I'll COMPONFNI OF,11CIF0 i.l RE DRYWALL APPLiCAI JON IJRNISH A COPY QF 111:5 l0 Rio" F Q DUR.FAC. 1 .33 -1 s �. �i L;��ur IN iaY , .AY DESIGN 10 'n1 ilu!,; I11,L11ON LCN1 .LIIH1 GINEEa`'• N 111.1 AI RN H,H!11,, uC"•IN 1.1I.I SPACING SEE ABOVE ITYPF Comn Job: 4-3599 LOT T2 21 ' HIPS 7'SB THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS)_ SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N ; T2 2x6 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 850 840 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH WIND• 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- **m UPLIFT KKK I KKK HANGER xm* H5 -455#(JackS Only) 1 HUS26 - + 2751# -1286#00d )ply) MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d )ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10(j 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B -44550(2 Each) (16d)1 HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(160 2ply) CS150 1650#(Each) I HGUS5.5- +113350 -3945006d 3ply) -------------------------------------------------ANGER TAIL-- REF£RENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 21 ' _! 7 7 7 6X8 (R) T2 6X6 (R) m 1 .5X3 1.5X3 6 p m 4X5 (A2) 4X5(A2) 3X4 4X4 3X7 er 21 ' 2 21 ' 2 ►� �—7 l R=2105# W=3"8 578# 578# R=2105# W=3"8 TAG = T7 SED: 61445 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/12/94 TC LL 30.0 PSF REF _ **IMPORTANT** SHALL NOT DE RESPONSIBLE FOR ANY WARNING IN HANDING. ERECTION AND Ab TC OL 7 .0 PSF DATE 12/12/94 1AllURC T FROM Tul$ DESIGN ON CONS[ MA CIE(CATIONS, OR ANY $OACIND. SEE LHIB-91SJOEC DY TPl SEE iH15 OESIGN ��IAll URC TO Dll ll.l7 I,II. 111U$:i IN(:DNI Ot+MANCI W!III 0$f88 BY IPI 1011 AUl71 TI0NAL $T'CCI AI I'1 NMAM NI gNAC 11Wi RE 10.0 O� AI PING CQAIN/CIOi1S AHI WA.)• 01 2C::A LA.Y �If rl MF E.I TNG ASTM OU IRI MiN15. UMESS OT11E I1N 151 INIIICAIE U. IOP - - BC DL PSF ORWG A44G GH U I YCI t•I A!i N0110 A I,O�I i'.N't:I IN t�; IU k ACII f AIA IN D1011)SHAI I. III. 1 Alt 14AI t Y HVAC:O W1111 P14UIKH - 5506 IIIHS'.i AND UNI1:,!;t71.nitNl:it I UI.AtI t.UN 1.111., HLSIGN, PUSIIION I Y AI IAG1Y.0 IN.YW000 511kAMING. UOIIOM CIIOHU _ M = BC LL 0 .0 PSF NPW v CONNkCIOHS VLP 1), WINGS 1:f0. 150 6 IbOA i DESIGN STANDARDS W1 fit PROPERLY ATTACHED RIGID CEILING - SEE STATE OF _ TOT.LD. 47 .0 PSF 0/A LEN, 21-0-0 C01,1017N WIAPPI lCffki, PROVISIONS J NHS & II: AN iN'GINCCR'5 Ai.01NE TECHN(CAI. UPDATE f//1/911 FOR PROPER Sf At 17N IH1S 0-;AW f (. 0. 4' ,I IJ 1' 1:0 H N UE KIEL` TIE Hf. Il lYWAlI APPk(CATION 1HNIS A FURY 01' THIS , �.^O RID,, 1 .33 11 I11,Y AN. --./, h \ I::? I MAY I ).',KILN 10 I.N. MUSS F it,I. ION CIN HAf.I(1H UINEE /� SPACING SEE ABOVE hi 5 • '• „ .•:. `. --0! 1nilUNn' Ix Jlh .,_I.II A'�If1N 1HHwOO.I '.2 ,1H.,C,_ItlN _ '••,, ,.,,t, TYPE P Job: 4-3599 LOT T3 21 * HIPS 9'SB THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 470 460 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- *NEE UPLIFT EE*m M** HANGER MMM H5 - -455#(Jacks Only) HUS26 - + 2751# -1286#(100 1ply) MTS12 - -1000# I HUS26 - + 33151 -1550#116d 16d 1ply) MTS12 - -20000(2 Each) i HHUS48 - + 42990 -16601 10d 2ply) MTT28B - -3786#(2 Each) (10d)1 HHUS48 - + 51800 -2000# 2ply) MTT288 - -44550(2 Each) (1601 HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650# 16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) -------- ---------------------------- REOERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 3' --�- 9 4X5 (R) 4 X (R) T m 1.5X3 1 .5X3 O 6 F,- Q. 3X4 (A 1) �4 (A T 4 3 3X4 3X4 3X48 21 ' �2 21 2 R=1140# W=3"8 R=1140# W=3"8 TAG = T8 EO: 61448 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 117.2m CALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/12/94 TC LL 30.0 PSF REF *IMP 0 R T A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND YYlllllllf Il OF VIAIIGN fHt)M IRIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY IN SEE THIS DESIGN S I TC OL 7 .0 PSF DATE 12/12/94 1All UHI 10 HI)III) 11-1IIIU!i`; IN(:UNIDIIMANCI WilliU:illlff IlY 11;1. 101iAOUIIIONAI. SPICIAI 1411MANINI WAVING Id' ` `mus f 10 0 Pte• At PINI I:UNN 1111111. AHI MAIII 111 ,'06A LAIV !:II II MI IINI. A;.IM 1)Illl"MI.NI:i UNII!iS llll"HWI!,I INOICAIIO. TUI` _ _ BC DL SF DRWG \V_ 4 t,(; ■L ill AS NUll0 AI',' Y LUNNILIUHS :0 I.AL,I i AL: UI I:INHU SHALT. UE IAll.HAI:Y ATTACH)MI I.1 IHUIrLH _ 5606 _ t TLSS ANO UN,j5%Ot,g:Hwl SE IOCA;t,0 UN 1141S DESIGN PUSH iDN LY ATIACHEO PLYWOOD SHEATHING, BOITOM CHORD * BC LL 0.0 PSF NPW /�\ LUNNf C1U II)JHA NUS 110 1�0 C IGOA- DESIGN STANZA-40'; Wllll PRGPERLY ATTACHEO RIGID CEILING - SITE STATE OF _ TOT LO. 47 0 PSF D/A LEN. 21-0-0 \U\ v CU 01 '/ I I. .IDV S.JNS Oi N:,S p if I. A !NG N it 5 A!.PINE TECHNICAL UPOA1l IA/1/911 F07 PHUHEH ' P� Si A'. QN I,1.1.I•IAwI NI; Ai.l IIS 1'U H1, CGMIGNLNI Uf1lC1LQ 111.'lL JLIYWALL APPL LCAT ION FU.INISI, A CIN'Y' Ul T ITS '�� E0 Q � t JP:)N IN 01.11 wAY ) IGN 10 1.11 fHU� 11't TUN LUNI iALI()H F 1 .33 1 INE EA`' �y j/� U FAC. u 1rA11nN 111) w.11 .1:1I 11,A SPACING 24.0" TYPF II AADS Job: 4-3599 LOT T4 1 ' LITE STOR. THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP #2 N UPLIFT (LB): 470 460 WEBS 2x4 SP #3 TRUSS DESIGNED FOR 100.007MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 S8C) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- xx* UPLIFT *** I *** HANGER *** H5 -455#(JackS Only) I HUS26 Al + 2751# -12860(10d ;ply) MTS12 -1000/ I HUS26 - + 3315# -15500 16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -16600110d 2ply) MTT28B - -37860(2 Each (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MIT 8B = -4455#(2 Each) (16d)1 HGUS48 - + 6640# -2199#(10d 2ply) MST60 = -4688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) GS150 - -1650#(Each) I HGUS5.5- +11335# -39450(i6d 3ply) 7--------------------------------------------- RCFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS �-- 10,6" -+- 10 *6" --� 4X5 (R) m 1.5X3 1 .5X3 Ei 3X5 (A i) X5 (A i) X 4X F 2- R=1770# W=3"8 R=1770# W=3"8 TAG = T9 SEO: 61450 PLT. TYP.-ALPINE DESIGN CRIT=TPI _QTY = 4 TOTAL = 4 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/12/94 TC LL 30 .0 PSF REF **I MPORT ANT**SHAT I NOT OI: RL SPONSHII I I Oli ANY WARNING IN HANDLING. ERECI ION ANO DIVIAIION 1140m II I. Oit,JLN 011 ilXJl. SPLCIf ICAIIONS. (111 ANY IIIA(:tNG. till. IOU-91 UY IPI. :TLE 11115 DISfGN ,` ,III IIIIIIY TC DL 7 O PSF DATE 12/12/94 f All UHL 10 O 1) IIIU S IN CONI"ORMANCL M1111 OSIO6 HY IPI f OR A0011IONAL SPECIAL. PERIUNACING f7l'. �"t!� A,PINI CON (. .-•y 11" MAII. 01 2f1GA GALV S111L MI IINI ASTM L 11il iNiS UNI.ES$OTHERWISE .,CAI,-O. 1OP - - BC DL 10 .0 PSF DRWG A 9C GII D tX " \ ITU APi•iY CONNECIO7S 10 1F It IACt UI ( IUIL, :•Ii Aa.L UL L.AILRAILY ORACLO Wll.t PRUPIH - 5606 _ TRUSS AND UN c •.+ISI :_OCATED ON THIS OLSIGN POSIIION iY AIIACHEU PLYWOOD SIfEAIHING. OOITOM CIYIORO * BC LL 30 .0 PSF NPW /\\ CONni:(:inl -.1 ; ^5 3" 15O 6 160A F LXSIGN STANDARDS WI)Ii PROPERTY ATTACHED RIGID CEILING SEE STATE OF _ TOT.LD. 77 .0 PSF 0/A LEN. 21-0-0 \\U V CCN-OIL- !A _1. iUV SIONS Oi NOS 6 IPt AN INGINf'.R'S A' 'INT. It CIN I. L.POAIE t7/1/911 FOR PRUPER p Q. SI A. ON i w .. . 10 11-1 I.0 t'ONI Ni :A;11(.11 D 11 it I-ill � API'I ILAIION. I u11NiS1 A COPY UI THIS COpto Q� DUR.F AC. 1 .33 11 1:—Y . ID UPUN IN A.' 0.11 -nom 1.,N 0 1 1. tHUSs E:RLCIIDN C(TNIIIACIw: �GINEER`'��`,; -I il• ,n nr: '.1r 1,v n 1111 Inn .cor COvtiniuoI0N SPACING 24.0" TYPE COMn Job: 4-3599 LOT T5G 8' GABLE THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): A WEBS 2x4 SP #3 BRG.LOC (FT): 0700 V� UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. OR FULLY OPEN ----------------------------------- --------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- *** UPLIFT %** I *** HANGER *** H5 = -455#(JackS Only) I HUS26 = + 2751# -12860(10d ipiy) MTS12 -10000 1 HUS26 - + 3315# -15500(i6d 1ply) MTS12 = -20000(2 Each) I HHUS48 - + 4299# -16600(10d 2ply) MTT288 - -3786#(2 Each) (10d)) HHUS48 - + 5180# -20000(16d 2ply) MTT288 = -4455#(2 Each) (16d)I HGUS48 = + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4 ' �} 4 -� T3X4 V 6 p O CU 2X4 (D1) X4 (01) �10' —6=4 8 R=94 plf W=8' TAG = T14 SED: 61454 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = I REV. 17.2m SCALE -0.5000 AIPINE INC INEEPED PRODUCTS, INC_ TRUSSES I$OUIRE EUTREME CARE 12/12/94 TC LL 30 .0 PSF REF **IMPORTANT*:41AI1 NUI RE RESPONSEBIE FOIE ANY WARNING IN IIANULING, ERECTION AND DEVIATION TROM IUIS IIISIGN OR (IASL SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY IPE. SEE THIS DESIGN TC DL 7 O PSF GATE 1212/94 FAIL BRE 111 O,I II I) I'll iNUSs IN CBM O,IMANCE WE III OSiBB 8Y 1P1. FOH All(11110NA1 IPI:CI AI. (�ERMANL NT 11 ACT NO RE _ 10 .0 PSF DRWG At PINE CONMCI;t�I', ARt WAOi 0. :';1(;n(.AIV S(LLI. MEETING ASTM ;1111RIMINIS, UNti.SS OIIdRMISE INUICAIEU. 1013 - _ BC DL �\\V A446 GN U YL t A N'1 11 A' L• Y .:,%NtCIOQS 10 EACH FACC 01 .Udl; S,Al l If, I A I All Y HOACEU WITH PTu1PEH 5606 BC LL 0 .0 PSF NPW IIW,SS AND 111U ( ;S I WIs! U it ON Ii IS IM SIGN. POST ION I Y At IACr1E1)III.-YW000;:IU AIMING. BOTTOM CHORII M CUNNf CIDH- 1 ,UI h T'IJ. 11,C, 6 1EUA I LN SIGN SIANUAMRs Wt Hr PR(IPEREY AIIAF,t 11 RIGN)CFII ING -- SEE STATE OF TOT.LD. 47 .0 PSF 0/A LEN. B-0--0 CO.ORM /A CAI - 1(lv ISIUNS J NIS G IPj AN ENGINEER S Aj PINE ( C 1NICAI UPDATE 11/1/9%) FOR PROPER OF Op P SEAI ON 1 5 F w ( O Uv NI RE ICTED ERL 1Y AM CAT U (NIS A COPY OFTHIS Q 33 IN a'. I. N ANY 0 .1 WAY %sE(h l0 11E h15 i t ON CUh(HACIIIR OUR.FAC. 1 L1 SPACING 24.0" TYPE dgab I Job: 4-3599 LOT T5 8' COMN THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, BOT CHORD 2x4 SP #2 N UPLIFT (LB): 230 340 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 6.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+)-Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING *** UPLIFT *** I *** HANGER *** INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860110d 1ply) MTS12 - -10000 I HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) MTT28B - -4455#(2 Each) (16d)1 HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) -----7--------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4' 4' - � 5X6 T In v CU 6 2X4 (A I) X4 (A I) 4'310' 1 1 . X ri 1.5X3 6'8" -�- 1 '4" -� R=428# W=3"8 R=630# W=3"8 TAG = T16 SEO: 61456 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 3 TOTAL - 3 REV. 17.2m SCALE -0.5000 eAt PINC ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/12/94 TC LL 30.0 PSF REF _ *)f I MP 0 R T A N T X*SIUIL N01 BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND 1l itllt DEVIATION FROM THIS DESIGN OR 1HE5C SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY IPI. SEE THIS DESIGN 1N` Us f TC DL 7.O PSF DATE 12/12/94 FAILURE TO BU11D (I,iTRUSS 1N CONFOHMANCI, WITH OSIBB OY IPI. FOR A11D11IONAL SPECIAI PERMANENT BRACING RE10 0 PALPINE CONNECIOH5 A11t wAOE Of ?O::A GAIV 'i IF E'.. MEETING ASTM CUIREMINIS UNLESS OIHCRWISE INDICATED. TOP - _ 8C OL SF DRWG A446GRB E%CIP' A nU IU A -(`NNcI JI 10[ACI LACE Uk fI N1NU !: A1.1. H[ l4It HA,.tY OHACED WIIM PROPER - 5506 _IRUSS AND TNI f SS GI RW 15L 1UCA.t 1 ON 1 ' IkSIGN POST]ION 1Y AT IACHL0 Pt YWOCO SI'LAIHING. 00110-CHORD * BC LL 0 •0 PSF NPW CONNECTORS i' DI A Nf 1tU A 11.0 1 1 IDN SIANOAPDS WIYH P1:04LFIY A1;ACI!FD RIGID1:1ILVYG - SEE STATE OF _ TOT.LO. 47 .0 PSF 0/A LEN. 8-0-0 CONIORM W/4 It f: !4'V-S 1111 'Ati n I AN INGINIIH'y n,l INt ICHNILA,. UI'0AI: I�/1/911 iOP PROPER SI*AI ON , S 1'AW .e C.1 011 1 'IC 1kD,Rli OV ALI AI t,ICAIRUN GNISIACO W N,IS GDplo Q OUR.FAC. 1 . 33 IN ON,Y •c 'rr: .I .-u W Y :.n u t n 1 G uN GIN RAGIOR "'(�GjNEEa`',`` . ..IIIc.. L . ,A :III A,IIC 701.H:,r11DN I „I I SPACING 24.D" TYPE C:OfTif1 Job: 4-3599 LOT T6 14' COMN RHC THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 360 350 .WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 13.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (0-Gravity (-)-Uplift --------------------------------------------------------------- xxx UPLIFT xxx 1 xxx HANGER xxx H5 -455#(Jacks Only) I HUS26 - + 27510 -1286#(10d iply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d (ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#00d 2ply) MTT28B - -37860(2 Each) (1001 HHUS48 - + 51800 -2000#06d 2ply) MTT26B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 7' 7' 4X5 cn 0 6l7 5X5 m 2X6 (A 1) N X6 (A 1) _ --14.61 . 4"3 j±�8' 5X6 14' �---2' 5'6" 3' 5'6" 2' -� 14 ' R=811# W=3"8 R=811# W=3"8 TAG = T23 SEQ: 61458 PLT . TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL 1 REV. 17.2m SCALE -0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/12/94 TC LL 30 .0 PSF REF (�2 **IMPORTANT**SHALL NOT BE RESPONSIBLE F014 AN' WARNING IN MANGLING. ERECTION AND `11111j„ /,' DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI, SEE THIS DESIGN 1 (� F T C DL 7.0 PSF DATE 12/12/94 fAIIUNF 10 BUI10 Ilk TRUSS IN CONFORMANCE WITH OST88 BY IPI. FOR ADDITIONAL SPECIAL PERMANFNT BRACING RE 1 v ^O 41P1`.1 lDhYtL1U41S Alit. MAUL 01 20GA GAIN 511 1 1 M 11141. ASIM OWIRFMLNTS. UNLESS OTHLRWIS N111[Af(U. IOP _ BC DL 10 .0 PSF DRWG P I l f X(-,-1 AS NU LU A-I Y CONNECTOI' U I A A 0 C TORO SHALL BL I AIENALLY UHA )Wll P1iW1ER _ 5606 _ L ASII Ih L I Wlti1. Ol S -A(l 1 ON I I IJI ICK IO II IUN I.Y ATTACHED P.YWOOU SHLAII1jN( (l U C110141) W BC LL 0.0 PSF NPW '0 1 p ih I.IJ 0 I, I(0A I 1 I:N I1h Alll 'I Ill 14I(XI.RLY At IACII(U 14I1;1.1 i Ih SII' - /Al ,LA i 1,Y:SIL ll hl!S C i AN!NL.N ;', A 'INT It CIINIEAL UPDAu fl/1/ i ' X, OH PIPI IT STATE OF TOT.LO. 47 .0 PSF O/A LEN. 14-0-0 4 -AI ❑h 1 0IAW hI A,".'It ( Lx CO—01,i%I 11.!ICT:I 4 11 YWAII A4'LTEAT TOM LAIh!S A ( Il( TI,:S '• CORio � Q v 1 .33 DPACING 1 4 0 I:N Il AT MUSS IHLLI,o S 2 •• TYPE spec 61NEER`',••• .. !•` h � ,•l• � .. ,-\ s.'•rKATIONfur wOClt COR. Job: 4-3599 LOT T7G 37' GABLE RBC THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N **WARNING! 1 UNPLATED JOINT(S)** SOT CHORD 2x4 SP 02 N WEBS 2x4 SP 03 PROVIDE UPLIFT CONNECTIpOtaAT BEARINGS AS INDICATED. Y UPLIFT (LB): 100-4 A SRG.LOC (FT): ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED SEE DRAWING A115/R AND/OR 884, 080 FOR FILLER DETAIL. OR FULLY OPEN ------------------------------------------------- ------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+l-Gravity (-)-Uplift --------------------------------------------------------------- CONTRACTORS WARNING: *** UPLIFT *** *** HANGER *** THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS H5 - -455#(Jacks Only) HUS26 - + 2751# -12860I10d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -1000# I HUS26 - + 33150 -15500 16d 1ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600110d 2ply MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply MMO. -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply l CSS1 0 -1650#(Each) I HGUS5.5- +11335# -3945#116d 3ply)) --=------------------------------------------------------------ 20'6„ REgERENCE HOLMES LUMBER j[gAgSHEET FOR UPLIFT/HANGgR DETAILS 3X5 o 0 3X5 v 5X5 m 3X4 0 3X4 5X5 3X4 (DI) X4 T�10' 2, I . XQ 2' ---6=4 Q4.61 2X2 ---8'5"8 -- -5 2"8 ter- 23'4" 13'B" �^" 23'4" _I �5.6„ 31 .6M _I 37' -� R=34B# W=3"8 R=678# W=3" R=106 Of W=23' i" TAG = T29 SED: 67726 PLT. TYP.—ALPINE DESIGN CRIT=TPI QTY = i TOTAL = I REV. 17.2m SCALE -0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAME 12/29/94 TC. LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGNAT„TT„ TT��i TC OL 7.0 PSF DATE 12/29/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI.. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` F �% - ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED rITH PROPER - . 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THI5 DESIGN, POSITION LY ATTACHEO PLYWOOD SHEATHING, BOTTOM CHORD * BC LL 0.0 PSF NPW CONNECTORS PER DRAWINGS 730. 150 G 160A-F. DESIGN STANDARDS MITH PROPERLY ATTACHED RIGID CEILING- SEE SEE STATE OF _ TOT.LD. 47 .0 PSF 0/A LEN. 37-0-0 U V CONFORM w/APDL I[ASLE PROVISIONS OF ADS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE Ll/f/911 FOR PROPER C O RtO* SEAL ON THIS DRAWING APPLIE5 TO THE COMPONENT DEPICTED HENS DRYWALL APPLICATION. FURNISH A COPY OF THIS Q DUR.FAC. 1 .33 IN GNLY..AW SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE Taus ERECTION DONTRAcrOR. 7MEEp`'�<�` ..,. .. _ ... . .,.,..,.,., , 11��o.�.�.�.,, "— �.e,r.."" SPACING 24.0" ITYPF stlec Job: 4-3599 LOT T8 37' COMN R8C THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T4 2x4 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 360 830 600 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 13.67 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED ALL PLATES ARE 3X4 EXCEPT AS NOTED. OR FULLY OPEN --------------------------------------------------------------- SEE DRAWING A115/R AND/OR 884,080 FOR FILLER DETAIL, TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO --------------------------------------------------------------- BE EQUALLY SPACED. ATTACH WITH (2) 80 NAILS. BRACING *** UPLIFT *** I *** HANGER *** MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A H5 455#(Jacks Only) I HUS26 - + 2751# -1286#(104 1piy) SUITABLE SUPPORT BY ERECTION CONTRACTOR. MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d (ply MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660# SOd 2ply A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTTZBB - -37860(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#06d 2ply CONTRACTORS WARNING: CS150 1650#(Each) 1 HGUS5.5- +11335# -3945#(16d 3ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS -------- ----------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. I- 20'6" 16'6" 5X5 3X5 3X6 m 3X6 (A) (A) CD T4 6 X5(A 1) X10' 3X5 (A 1) 2' 1 .5X4 X6 X 1. X ' �3 4 4.61 —i- 3X3 5X5 3X9 �--8 5"8 -}-- 5'2"8 23'4" J �---- 13'8" -{� 23'4" J _I-TU �N—+-- 5'6" --�- 31 -6" --� 37' R=503# W=3"8 R=2200# W=3" R=1081# W=3"8 TAG = T30 SEG: 67715 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 5 TOTAL = 5 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUTAE EXTREME CARE 12/29/94 T C LL - 30 .0 PSF REF *I M P O R T A N T*X SHALL NOT BE RESPONSIBLE FOR ANY A RN I NG IN HANOLING. ERECTION AND I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE H113-91 BY TPI, SEE THIS DESIGN 01%, 1 TC OL 7.0 PSF DATE 12/29/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10.0 PSF ORWG A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED MIT"PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, 00TIOM CHOW BC LL 0.0 PSF NPW CONNECTORS PER DRAWINGS 130, 150 C IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF .. TOT.LO. 47.0 PSF DSA LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS G TP:. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER L 0 pT�' P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q �� DUR,FAC, 1 .3 3 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �� INE A, A--TPI - TAUSS P.ATF TNSTITUTF, NOS • !991 NATIONAt. DFSTGN SPECIFICATION FOR WOOD CONSTRUCTION Iitt.il� SPACING 24.0" TYPE spec Job: 4-3599 LOT T9 37' COMN RBC THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 350 820 620 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 12.67 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO OR FULLY OPEN BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING --------------------------------------------------------------- MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SUITABLE SUPPORT BY ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. 11W 1t UPLIFT 119* I MWM HANGER Km* MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455*(Jacks Only) I HUS26 - + 2751E -1286#(fOd 1ply) NTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply CONTRACTORS WARNING: MTS12 - -2000#(2 Each) HHUS48 - + 4299# -1660#(fOd 2piy THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -3786#(2 Each) (10d11 HHUS48 - + 5180# -2000#(16d 2ply AT SPECIFIC LOCATIONS, PARTICULAR CARE IS ADVISED DURING MTT28B - -4455#(2 Each) 116d11 HGUS48 - + 6640# -2199#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(160 2ply)) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------- ------------------------------- REFERLNCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 20 '6" 16'6"- 16,6" 5X5 3X4 3X5 X5 cn 3X6 (A) 0 3X4 6 F'- 3X5(A 1) �101 , 3X7 3X61 .5X 3X5 (A i) J 2' B, 13X5 � �-— — 12' 11" X3 24' 1" f-N 37' N� R=687# W=3"8 R=1819# W=3" R=1319# W=3"8 TAG = T31 SEG: 67745 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 7 TOTAL 7 REV. 17.2m S ALE 0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/29/94 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HAUDLING, ERECTION AND ^ 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN Y11j11i 1TC DL 7.0 PSF DATE 12/29/94 FAILURE TO WILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _t , ce - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10•0 PSF DRWG A4A6 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BACEO WITH P110PER5606 nTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHIMO, BOTTOM CHORDsBC LL 0•0 PSF NPW CONNECTORS PER DRAWINGS 130. 150 C 16DA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEEATE OF TOT,LD. 47 0 PSF 0/A LEN. 37-0-0 CONFORM M/APPI!CABLE Pg0VIS10N6 OF NOS L GPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE P/7/91) FOR PROPER0 RlO' :SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .33 !N ONLY, ANO$HALL MOT BE BELTED UPOM IN ANY OTiffR MAY. DESIGN TO TFIE TRUSS ERECTION CONTRACTOR. IA' �`• TPI • TRUSS M AIF INSTITHTF. NK • t997 NATI"NAI nFSTfNSPFCTFICATION FOR WOOn CONSTRIICTTON AT/il��.�T�,, SPACING 24.0" TYPE spec Job: 4-3599 LOT TGA 7' COMN RB —THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFq, TOP CHORD 2x4 SP #2 N : T3, T4 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 420 820 650 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 12.67 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO OR FULLY OPEN BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING --------------------------------------------------------------- MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SUITABLE SUPPORT BY ERECTION CONTRACTOR. (0-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *** UPLIFT *** I *** HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) HUS26 - + 27510 -1286#(3Od 1ply) MTS12 - -1000# I HUS26 - + 33150 -1550#(16d 1plyJ CONTRACTORS WARNING: NTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(10d 2plyll THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT26B - -37860(2 Each) (10d)I HHUS48 - + 5180# -20000116d 2ply ) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -4455#(2 Each) 16d)1 HGUS48 - + 66400 -2199:00d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +1133511 -39450(16d 3ply) -�-------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 20 '6" 16'6" --, 5X5 T3 3x4 3X5 3X5 m 3X6 (A) 0 3X4 T4 r-N 6 3X5(A 1) X10' x 3x 1 . X T 3X5 (At) X3 _L e' 1 . X X3 L ---- 12 8 24-4" J 37' N-1 R=739# W=3"B R=1734# W=3" R=1352# W=3"8 TAG = T28 SEG: 67748 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17,2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/29/94 TC LL 30.0 PSF REF X IMPORTANT-X)t SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN STT' 1 e/��,�, TC DL 7.0 PSF DATE 12/29/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST6B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - \\\\\`/� ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLVWOOO SHEATHING. BOTTOM CHORD *606 - BC LL 0.0 PSF NPW CONNECTORS PER DRAWINGS 130• 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE - STATE OF TOT.LO. _47 O PSFrTV.. /A LEN. 37-0-0 \U\ v CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/l/911 FOR PROPER CORSO� P� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FINNISH A COPY OF THIS Q � DUR.Fac. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER.WAY DESIGN TO THE TRUSS ERECTION CONTRACTOR. '�•,.. .,1RPAI TNR ?4 O" SCIP_C Job: 4-3599 LOT T10 37' COMN RBC THIS DWG, PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N : T3 2x4 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 590 650 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 28.55 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH OR FULLY OPEN 8d NAILS 9 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity H-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT N** I xrx HANGER xrr H5 - -455#(JackS Only) I HUS26 - + 27510 -12860(10d iply) CONTRACTORS WARNING: MTS12 - -1000# 1 HUS26 - + 33150 -15500(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(10(3 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -37860(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16(3 2ply) CS150 - -1550#(Each) I HGUS5.5- +113350 -3945#(16(3 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS — 20 '6" 5X5 3x4 T3 3X5 cn 3X6 X6 t� 1.5X3 (A) 6 F,- X5 (A1) 3X5 (A i) 2' X4 2X4 �- —28' 11"8 -JX3- 8'0"8 ---� f+cu 37 CU R=1502# W=3"8 R=1797# W=4"15 R=484# W=3"8 TAG = T27 SEG: 51828 PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/12/94 TC LL 30.0 PSF REF **IMPORTANT**SHALL NOT BE RESPONSIBLE TO$! ANYWARNING IN HANDLING, ERECTION AND t DEVIATION FROM L1RS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN `1,' TC OL 7 .0 PSF DATE 12/12/94 FAIL URF10 IIH ITU HIF: TRUSS IN CONFORMANCE WITH OSIBB BY IVT kOR ADDITIONAL SPECIAL PERMANENT BRACING ITT ` � f !'AI 01 NL CUNNICIUHyANi: MAUI. Of 20GA GAI V. ;111`11 MILANG ASIM CUIREMENISUNLESS 01HERWISF INIMCAFFO. IDP _ _ BC OL 10 •0 PSF DRWG Ad4b GO li 1AI:1I': A!; NOILU JUIPtY CONNLCIGUb IU IAC11 IALI ()1 F:110140 SHALL BF. LAIFRALLY HOACtD Will,)IR01.R - 5606 MUSS ANi)UN LSS 0:,k RW 15tLUCATLD ON TRIS DI SIGN, 110SI!ION IY ATTACHED PLYWOOD 511LATHING. BOIfUM CIIDIIR M BC LL 0 •0 PSFNPW CONNEC.IOLS 1417 HaAWINUS ,70. 150 C ,GOA F Of:i!GN S7ANi;A1a0s WlI11 PROPERLY ATIA[HEO R(GID LE It TNG -- SEL STATE � C TOT LO. 47 .0 PSF 0/A LEN. 37-0-0 CUM URM M/.Pli::LA.1:1 rRUYIS10V9 U! NDS 4; 1111 AN IN iNi.H'S A;PIM. IF.C)INICAL UPDAIE WI/90 IDR PRUNI.R +Q.'` SLAT UN . lk-AW %G 11 If`5 10 FlL COMIUN Ni );;11C1k1; 'it IL �1HYWALI. APPI[CATION. iN:$�1 A COPY UI TH;� 4ORIo"Q�` DOR.FAC. 1 . 33 iN UN, 1. —. IP I:' I..D UPI" :1 1;:."1 'AY Ui-SIGN 10 It,[ FRUSS E U..:•1.C N"RACTU'i ' F GINEEpr � SPACING 24.0" ITYPE SPE'.0 AI 1Ililf Tl11f ♦0S 1�141 N4110N.1 lf.:(;N 5111 CIF[CATION FGR WOOTI COISIP."C110N Job: 4-3599 LOT T11 37' COMN RBC THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS_& DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 550 670 210 WEBS 2x4 SP 03 BRG.LOC (FTI: 0.00 26.55 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH OR FULLY OPEN 8d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NNN UPLIFT NNN I NNN HANGER NNN H5 455#(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply) CONTRACTORS WARNING: MTS12 - -10000 1 HUS26 - + 33150 -1550#(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 -44550(2 Each) (16d)l HGUS48 - + 66400 -2199#(30d 2ply) MST60 46880(Per 2ply) 1 HGUS48 - + 80000 -2650#(16d 2ply) CS150 -1650#(Each) i HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 20 '6" 16'6" 5X5 3X4 X5 m 3X6 3X5 1.5X3 1 .5X3 (A) s F,- X5(A 1) ��l o 3X5 (A fl e X4 3 76 3X8 5X4 2X/4 26' 11"8 -T- 10'0"8 -I I—N 37' R=1416# W=3"8 R=1751# W=4"15 R=617# W=3"8 TAG = T24 SFEO: 61821 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL i REV. 117.2m S ALE -0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 12/12/94 TC LL 30 .0 PSF REF *)(IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 11%II III)f'' OEYIA110N FHOM 11115 DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN Y F TC OL 7.0 PSF DATE 12/12/94 fAll Ui Nl IU UI•i.O Hh 14USS IN CONFORMANCE WITH 05188 Ilv 1+1 FUR ADDITIONAL SPECIAL PERMANENT BRACING RE ` �us /� AT I'! Cl1N\I CIUH5 AHL MADE OF 20GA GALY SrLEI. MEETING A$ M 1;JIREMCNTS. UNLESS OTHERWISE INOICAII.O, IOP - - BC DL 10 .0 PSF DRWG A44U Gil 0 f%Crr" A'; NUIEU APPLY CONNfCi&iS 10 tACrr IAT.Al, .Ir 0,10,10 SHALE BE LATERALLY BHACED M1Ir,PRUPLA - F5606 _ TRUSS A111:,W 1.55 ONN.4MI5L LOCATED ON 1r11S UlSIGN, POST I ION LY ATTACICO PLYWOOD SHEAIIIING, BOf1OM CHORD N BC LL 0 .0 PSF NPW CONNHCTORB PLH D.JAWINGS 13U. IB0 c 160A F DESIGN SIANDAROS WiRI PROPERLY ATTACHED RIGID CEILING SEE STATE OF _ TO .LD. 47.0 PSF D/A LEN. 37-0-0 \\UU\U\ VVV CONFGHM WlAPPl ICA,.k PROVISIONS OF NOS s IPI. AN ENGINELII'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' Q.'� SEA, IN 0S IDIAW.NG APP/IES 10 IHN' COMPONCNi DEPICFFD.If RF UAYWAIL APPI.ICATION. FURNISH A COPY IN IMS �ORI 9 Q DUR.FAC. 1 .33 ;N :r \ 1 '1: r :E II UI'UN IN ti ;Ii HI..1 MAv 'i.'GA 10 1111 TRUSS LIU CT;ON GONFRAG IDR n c .1111 NA1 CNI I r(I,1fAn0N IDP WDOD EONSHa,srION SPACING 24.0" TYPF spec Job: 4-3599 LOT T12G 37' GABLE THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 N : T2 2x4 SP #2 N: 2 Complete Trusses Required BOT CHORD 2x4 SP 02 N •82 2x8 SP #2 N: WEBS 2x4 SP #3 : W19 2x4 SP #2 N: NAILING SCHEDULE: (0.131x3.0 y_Tails) ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. TOP CHORD: 1 ROW @ 16• o.c. BOT CHORD: 1 ROW @ 16" o.c. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. WEBS : 1 ROW @ 4• o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. SPECIAL LOADS -------------------------------------------------- PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. TC - From 74 PLF at 0.00 to 74 PLF at 37.00 UPLIFT (LB): BC - From 20 PLF at 0.00 to 20 PLF at 41.00 BRG.LOC (FT): SC - 3279 LB Concentrated Load at 21.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- xxx UPLIFT **M I *w* HANGER xxx H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(lOd 1ply) MTS12 - -1000# 1 HUS26 - + 33150 -1550#0 6d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT288 - -3786#(2 Each) (10A HHUS48 - + 51800 -20000(16d`2ply) MTT288 - -4455#(2 Each) (16d)1 HGUS48 - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#((16d 2ply) CS150 -1650#(Each) 1 HGUS5.5- +113350 -39450(16d 3ply) --------- ------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS = 37 - � �- —20'6" --'--- 16-6" -� T 5X5 v 5X54X5 m e p 3X4 3X4 (D 1) r, T „v10' 3X5 (D 1) 2 `$4 (011 10X10 0 HS2512 _� 2X3 �e �- 37' if �---- 21 ' 16' ---� R=2375# W=3"8 yN R=626 plf W=7' TAG = T1 REO: 62193 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY= 1 PLIES= 2 TOTAL= 2 REV. 17.2m -0.0946 *IMPORTANT**ALPINE ENGINEERED PRODUCTS. TMC. TRUSSES REouIFIE ExTREME CARE 12/13/94 TC LL 30 .0 PSF REF SHALL NOT BE RESPONSIBLE FON ANY A RN I NG IN HANDLING. ERECTION ANO d LTIIIII DEVIATION FROM THIS DESIGN OR THESE SPEC IFICAIIONS. OR ANY BRACING. SEE HI8-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF GATE 12/13/94 V I1\ FAILHIIC TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 HY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CBNNICIRu:, AIII MAOF 01 POGA CATV bilI1 Mn ZING ASTM OUIHCMENTS. UNI ESS OIHLIIWISL IN11CAnG. la' BC OL 10 .O PSF DRWG AA4U GR H LXLLPI AS NOILU. APPLY CUNNECIORS 10 1ALH IAL_. UI CHORD SHALL BL LATERALLY BHACLU WI HI PHUPLII - _MUSS AND UNLESS 011,UAWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEADIING. BOTTOMCRORDBC LL 0 •O PSF NPW CONNICIONS DLII D:+AWINGS 13U. 150 C _GOA-F. DESIGN SIANRARDS WIIH PROPERLY ATTACHED RIGID CEILING -- SLE TOT LD. 47 .0 PSF O/A LEN. 37-0-0 CONTOIIM W/APPt ICAB,E PROV IONS OF NUS E IPI AN ENGINCLII'S AI.PINE TECHNICAL UPDATE /1/911 FOR PROPERSIAI ON THIS WiAMINC AIPLIES 10 THE COMPONENT DtPICTED IILRC DRYWALL APPLICATION. FURNISH A COPY OF TM TS FAC. 1 .33 IN CN:Y ANO S AI l NRI t1F It!111)UPON IN ANY 01111 R NAY III SIGN 10 IHE TRUSS 1IIECTION CDNIRACTOR. S Y u:i. N;v, rl• .L•:,. Ir (N :rlrlrlcAlinu,miw,,U�IrnNsnulcrlgN SPACING 24.0" ITYPE gab Job: 4-3599 LOT T13 71 MONO GIRDER THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. BOT CHORD 2x8 SP 01 N MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WEBS 2x4 SP 03 SPECIAL LOADS -------------------------------------------------- BEARING BLOCKS: NAIL TYPE: 0.131x3.0 nails TC - From 74 PLF at 0.00 to 74 PLF at 7.00 BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK BC - From 906 PLF at 0.00 to 906 PLF at 7.00 0 0.000' 1 12" B NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES, SIZE 6 GRADE AS CHORD. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 1150 1250 BRG.LOC (FT): 0.00 6.75 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED OR FULLY OPEN --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift *xx UPLIFT N** I *X* HANGER *wx H5 = -455#(Jacks Only) I HUS26 = + 2751# -12860110d iply) MTS12 = -10000 1 HUS26 = + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 = + 4299# -16600(10d 2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) MTT283 = -4455#(2 Each) (16d)I HGUS48 = + 66400 -21990(lOd 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5= +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 2X2 5X9 cn 6 p O r t*1 4X5 (A 1) T 4 y"3 8 1 4X14 7• _I 5X6 R=3575# W=3"8 R=3278# W=3" TAG = T6 SED: 62196 PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/13/94 TC LL 30 .0 PSF REF )(*IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 1II T 11111 \ DCVIAIION FROM 111S DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN Y us f Y TC OL 7 .0 PSF DATE 12/13/94 FAILURE TO UUIFD IRE TRUSS IN CONFORMANCE WITH OST88 13Y TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` \ - O\\\\\V� ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10.0 PSF DRWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - (\��(/\�\\ TRUSS AND UNLESS 0111FRWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD If 606 8C LL 0.0 PSF NPW CONNECTORS PLR DRAWINGS 130, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LD. 47.0 PSF 0/A LEN. 7-0-0 \U\ v CONI ORM W/APPI;CA;TIF PROVISIONS OF NOS 6 10V AN ENGIMEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAT. ON THIS IIRAWING APPLIES TO (FIE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS C R1('1 Q• DUR.FAC. 1 .33 IN ONI Y, AND`; NOI BF :TPI.IFD UPON IN ANY OIHER MAY. DESIGN TO 111E TRUSS ERECTION CONTRACTOR ' 1NE C`•SY ' r n: 'N1'I1'..INI1^•. - "int 1A1!n— :1FGi1:N•;11F1'IFIfAIInN FDR W(Inn !'RNSTRIII TI[IN "111!,", SPACING 24.0" TYPF Ol�nC! Job: 4-3599 LOT J1 ' CJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N MMWARNINGMM AN UPLIFT REACTION OF -2280 OCCURED ON A BOT CHORD 2x4 SP #2 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 270 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+)-Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MMM UPLIFT SIMM I MMM HANGER MMM INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#00d 1ply) MTS12 - -10000 1 HUS26 - + 33150 -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT288 - -37860(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) M9T60 - -46880(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) ( HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p 8'6"4 T 2X4 (A 1) 10 3 4"3 8' 2' I 1 I R=505# W=3"8 R=-228#-6®#"8=1"8 TAG = T19 EQ: 61852 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 4 TOTAL = 4 REV. 17.2m CALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/12/94 TC LL 30 .0 PSF REF **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND 111111 DEVIATION FROM 1111S DESIGN 041 THESE SPECIFICATIONS, 01T ANY BRACING, SEE HIS-91 BY TPI. SEE THIS DESIGN 11` TC DL 7 .0 PSF DATE 12/12/94(TTA ^ FAILURE t0 BUILD THE TRUSS IN CONFORMANCE WITH OSTOB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE At PINT, CONNECTORS A{Il MAZY 01 20GA GAIV S1111 M1111NG ASTM OUIREMENIS. UW.FSS 0I14.11WIS1 INOICAIEO, IOP - - BC DL 10.0 PSF ORWG A446 GH 0 EXCEPT AS NUIED APPLY CDNNLCIOIIS 10 EACH RACE (A CHORD SHALL BE LATERALLY BITACED WITH PROPER - 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD IT BC LL 0.0 PSF NPW CONNECTORS PER D:iANINLS 130. 150 C 16UA-i. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF - TOT LD. 47 .0 PSF D/A LEN. 1-0-0 - COW'ORM W/APPLICABLE PROVISIONS OF NOS 6 U+I AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' Q'� SEAL ON THIS DRAWING APPL TO TIE COMPON[N( DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �0RID Q DUR.FAC. 1 . 33 IN(N.Y 1) 511 v RT 1T,. IEU UPON IN AN. G,,,1;1 WAY OFSIGN to HIE TRUSS ERECTION CONIHACIO(T s NI •tiH• NA;mNA; ;0SIGN%PtCTFIrATi_oN FOH MnoH roas:WlcITON 11,1 SPACING 24.0" TYPE e j c Job: 4-3599 LOT J3' CJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORO 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 220 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 3.00. 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTION OF 37.25. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *** I *** HANGER *** CONTRACTORS WARNING: H5 = -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10001 1 HUS26 - + 33150 -15501(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16601(IOd 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 = -37860(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -4455#(2 Each) (160)1 HGUS48 - + 6640# -2199 (10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 T(h9 6"4 0 6 p r1 T 2X4 (A 1) R=384# W=3"B R=14# W=1'18 TAG = T18 SEG: 61850 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL = 4 REV, 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC TRUSSES REOUIRE EXTREME CARE 12/12/94 TC LL 30 .0 PSF REF X I MP O R T A N T X X SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 11jEE TC DL 7 .0 PSF DATE 12/12/94 OEVIA110N FROM THIS DESIGN OR THESE SPECIFICAIIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ,1`luc� eY. ^ FA(LURE TO BUILD Ttic THIISs IN CONFORMANCE WITH OSTBB BY IP1. EOq AUDI IIONAt. SPECIAL PERMANENT BRACING f# V AIPINI LONNLC1016 AHI MAUI Of 20GA (',ALV. SIFEL MELTING ASTM UUIHEMt NIS. UNLESS OTHERWISE INDICATED. TOP _ - BC DL 10 .0 PSF DRWG it A44b GH LXCt HAl" 'LY AS NUTiO A +LY CONNECTORS 10 EACH iACI OL CHOHO SHALL 13t LATERALLY BRACED WITH PROPER - 5606 _ TRUSS ANO UNI ESS CI14:IIWISE tOCAILO ON 1HIS DESIGN, POS(110N I Y Al IACHEO PLYWOOD SHEATHING, BOTIOM CHORD * BC LL 00 PSF NPW CONNt L10HS 1104 0•!AMINi;S f:iU. Tho L 16GA-F DF.S!GN SIANOARDS Wirt,PHOPERLY AtTACHED RIGID CEILING SEE STATE OF _ TOT.LD. 47 .0 PSF 0/A LEN. 3-0-0 CON%OH ,1 M W/APPI IC11PRUv11,10ti5 OF NOS C TPI- AN ENGINEEH'S At P I NE TECHNICAL UPDATE (7/1/91) FOR PROPER SIA: ON IH IS IIHA.IM; APPI It 10 114 COMPONENT Of III RE HH ICTED HE APPLICATION. FURNISH A COPY OF THIS CORD'Q `� DUR.FAC. 1 . 33 (N::ti v S.A. \i" U! !! :L ., U ..DN N ANY (11Lu1.H MAY 5:1:1 I0 IHL 11 1RUSS EIIE[iTDN[ONIHAC 10.1 '' F 67kEE?`'. SPACING 24 O" rvoC P 7 e3Ck Job: 4-3599 LOT J5' CJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 230 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 5..00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTION OF 133.72. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- *xm UPLIFT mm* K** HANGER r*11 CONTRACTORS WARNING: H5 -455#(Jacks Only) HUS26 = + 2751# -12860 10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MT512 - -10000 I HUS26 - + 33150 -15500 16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -3786#(2 Each) (10d)1 HHUS48 - + 51800 -20000(16d 2ply) MTT28B -4455#(2 Each) (1601 HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply C5150 - -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply) --------------------------------------------------------------- REt(;RENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=134# W=1118 10'6"4 m 0 6 p N T 2X4 (A1) 4"3 8' R=445# W=3118 R=44# W=1118 TAG = T17 SEO: 61849 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL = 4 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCIS. INC. TRUSSES REQUIRE EXTREME CARE 12/12/94 TC LL 30 .0 PSF REF *I MPO R T A N T**SIIALL NOT DE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION ANO T+fE111 1YA 21011� DLVIATION FROM IrIIS DESIGN OR (HESE SPECIFICATIONS. OR ANY GRACING. SEE HIB-91BY TPI. SEE THIS OESIGN i� TC DL 7 0 PSF DATE 12/12/ 4 FAILUTA TO 80110 Ilq TRUSS IN CONIDi1MANCE W11I1 OSTOB OY II'I IOil ADDITIONAL SPECIAL PI-RMANENI BRACING RE V� 10.0 1AII'INL L111"ElOR', ANI MADL Of ?OGA GAI V. SIi LI MI L TIN( ASIM OUIMMENTS, UNIESS OIHERMISE INIIICAIED. TOP _ — BC DL 10•0 PSF DRWG OA44G GH I1 IAC.III AS NOTED A1'+I.Y CONNLCIOIIS 10 EACH IALI. U, L11000 SHALL BE LATERALLY MACEU WITH PIroPLO 5606 IRUSS AN IA.ESS 01,y1FWISL LOCATED ON IVIS DESIGN, POSE I:ON I Y ATIACIIED PLYWOOD SI+EAMING, BOIIOM CHORD M BC LL 0.0 PSF NPW /\\ CphNLl:10+15 P!R 11<1AWINGS 13U. 7S0 6 1tiUA—F DESIGN SIANIIARUS WITH PROPERLY AIIACIIEO NIGIO CEILING -- SEE - STATE OF TOT .LD. 47 .0 PSF 0/A LEN. 5-0-0 \U\ V UNTOHV /Ai> CAR: PROVISIONS OF NOS C TOT AN ENGINLEI1'5 A.P1NE TECHNICAL UPOAIE U/1/911 FOR PROPERQ.SfAt ON Ts N lnc A+lE Ia TD Tilt, COMPONLHT DEPICTEE: .Ielu '1YMAlI APPLICATION rURNISH A COPY of Trus �, �O AIS p .::.r A., �, f, Ht i1:.:t l 1,.,1. !N A... ,l���i1 WAY I;n!4;N 10 1,1E 1HIISS IFi I'1)UN C:%i"Llwl '. OUR.FAC 1 33 �1"E `' spArTNr, as n', ,. , a i ark Job: 4-3599 LOT J7' EJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 260 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTION OF 212.01. I --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** CONTRACTORS WARNING: H5 -455#(Jacks Only) HUS26 - + 2751# -12860(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#00d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#06d 2ply) MTT2'8B - -4455#(2 Each) (16d)1 HGUS48 - + 66400 -2199#00d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- R#ER_b4W HbL49RUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 411'6"4 m ' 0 6 m T 2X4 (A 1) 4"3 B' 2. 7, J R=526# W=3"8 R=73# W=1"8 TAG = T20 SEG: 61855 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 9 TOTAL = 9 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/12/94 TC LL 30 .0 PSF REF )(*IMPORTANT*)( SHALL NOT BE RESPONSIBLE F014ANY WARNING IN HANDLING, ERECTION AND j111f11j 7 .0 PSF DATE 12/12/94 DEVIATION F140M I.,1, OLSIGN iUSS OR THESE SPECIFICATIONS. OR ANY OHAC IND. SEE L SPEC AL PER NEE THIS DESIGN r��tus f TC DL (� FATIURE TO UU ll:l list. IIIUSti !H CONFORMANCE WITH OSTBB BY IP1. LOR AODLIIONAL. SPECIAL PERMANENT BRACING RE VO\ ALPiNL CONN(CTO:i`, 40t MAui 01 JUGA GAL Y. STEEL MEETING ASIM OUIREMENiS. UNLESS OIHLRWISE INDICATED, IOP _ _ BC DL 1O O PSF DRWG4 \ 4446 GR iI i%.'�++1 At, NUIEO A•-i',Y CUNNECIOi15 TO EAGI FACS. OF GROTTO SHALL BE LATERALLY BRACED w/111 PROPk.R = r.T606 _ BC LL 0 O PSF NPW TRUSS ANA UN11 Sti GT.�fl,WISS RCAIEO ON IRIS OLSIGN, PUSIIION I Y ATIACREO PLYWOOD SHEAIHING, BOTTOM CHORD W CONN,CIUHli PIR:h�nwlM.:S :Y,', :00 6 16UA F. OI SIGN SIAN0610S Willi PROPERLY ATTACIIE13 RIGID CEILING -- SEE STATE OF _ TOT.LO. 47 .0 PSF O/A LEN. 7-0-0 CUhr URM w/AI•PI{C niD1 9WVISiUNS GI Niri l' till AN LNG I Ni I Il'S AIPINL IECINICAL UPOAII lY/1/911 FOR 1101W+1:R O' It SLAT ON 1111t,Ul+nwi'+G AI•P,ILS IO Ort, CO.PUNLNT OEPICIt.O i1I HI DRYWALL APPLICAI ION FURNISH A COPY OF THIS n^Opt 9* ouR.FAC. 1 .33 1:' I.. +V':IN IN ANY OTI,!R IY LSIGN TO Ilk IH055 tOICIIUN CONIRACIUII. l `+INE ` . ., r;�.; •�T•n .n 'r:.. a ,.',; .q rU!cnliON Iuu wrul, rRNs na rc.!ION SPACING 24.0" 1YPF a jack Job: 4-3599 LOT J7' HJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 340 880 810 WEBS 2x4 SP #3 BRG,LOC (FTI: 0.00 9.90 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 3 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 323.69. --------------------------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (+)-Gravity (-)-Uplift SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- *** UPLIFT N** I *** HANGER *** A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(10d iply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 - + 33150 -15500(16d 1plyl MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) CONTRACTORS WARNING: MTT288 - -3786#(2 Each) (1001 HHUS48 - + 51800 -20000(16d 2ply) THIS TRUSS IS DESIGN Lq PEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -4455#(2 Each) (16d) H��{{11SdA�gg,, + 66400# -219901(10d 2ply)) AT SPECIFIC LOCATIO �P F FICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) H61)541�1 #+ �ftb 26500 16d 2ply) INSTALLATION TO ENS UUUUUUPPPPPP , A THIS TRUSS IS ERECTED PROPERLY. C5150 - -1650#(Each) 1 HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- �� 12-8" 12 PFFEPFbIrF Hni MFS I 11MRFA nFTAT1 0,HFFTFT/HANGER DETAILS 411'6"8 1.5X3 m 0 4.24 p - m T 2X4 (A1) 4 y"3 8' X4 �--2'9"15 9' 10"13 �- 4'21115 5'7"14 R=559# W=4" 15 _ 123# R=324# W=1"8 TAG = T15 SED: 61858 PLT. TYP.-ALPINE DESIGN CRIT=TPI (QTY = 2 TOTAL = 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 12/12/94 TC LL 30.0 PSF REF **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND I\ DEVIATION FROM THIS DESIGN OR 7F,ESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN A7.'('L11"'77Y DL 7 O PSF DAT1C/12/74 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PE'nMANENT BRACING RE , Vus f TC E E O� Al PINI. CONNECTORS ARL -ADI 01 ?OGA GAIN 511.1 i MLL I ING AS7M GLIIREMENIS. UNLESS 0711LAWISE INRICAILO. IOP _ - BC OL 10.0 PSF DRWV $ O A44B GR 8 EXCEPI AS NOTED Ao'.'l Y CONNI.CIUHS 10 EACH FACL OF CTIORD SHALL BE LATERALLY BHACIU-1111 PAUPER = 5606 TRUSS AND UNLESS OIHII ERWISE LOCAIED ON THIS E.SIGN. POSITION LY ATTACHED PLYWOOD SIIEAIIIING. 00170-CHORD M BC LL 0.0 PSF NPW '] \\ CONNECTORS PER DIIAWTNGS 130. 1S0 6 160A OLS1GN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of TOT LD. 47 O PSF D/A LEN. 9-10-13 VVV CONFOR"W/APPLICABLE PROVISIONS OF NDS C [Pl AN E-GINEER'S ALPINE TECHNICAL UPDATE {//1/911 FOR PROPER SEAL ON 7HIS DRAWING AIIPLItS 10 I IE COMPONENT DEPICTEU HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS <UAIU Q \ OUR.FAC. 1 .33 1% UNIY AND SIIAII MIT BC ill IF' .IPRN IN ANY RH,{.R MAY I DESIGN 10 THE TRUSS ERECTION CONIRACTOF7. SPACING SEE ABOVE TYPE Tack D0 CITY OF � ► n lSA 7` &o4c -&;&u'&#4 k ,/� , Office of Building Official REQUEST FOR INSPECTION Date ` I P t No. Time / A.M. Received t z P.M. r j(, ,-7 L, ks r c fQ C h.) S�nl0 c." S�_.1 Q_ Job Address Locality '"Owner's Name Contractor L %P t,{ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole -F' Top Out ❑ Heating Insulation Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. Q A.M. Inspection Made 'Y ` / P.M. Inspector Cal ertificate of Occupancy ❑,_ - -���- to —SMD— R: I also wish to receive the ■Complete items t ancUor - liia�l c a ■complete item 3.4a, 4b. following services(for an ■Print your name and address on the reverse of thi t we can return thus extra fee): card to you. ■Attach this form to the front of the mailpiece,or on the space does not 1.Bei Addressee's Address 4 ■wnte tHetum Receipt Requestaa•on the mailpi `'the article number. 2. ❑ Restricted Delivery -The Return Receipt Mdil show to whom the article Bred and the date delivered. Consult postmaster for fee. 0 3.Article Addressed to: 4a.Article Number i 4b.Service Type r v <CL�C���� a��,�.E �'�� �isteredp � Certified � �Y Mail ❑ Insured A O fd eceipt for Merchandise ❑ COD ' D Delivery 0 5. ived By:(Print Name) p� essee's Address(Only if requested l nd fee is paid) t Sig re: Add ssee or t ~ X Form 3811,December 1994 102595-97-B-0179 Domestic Return Receipt