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Permit 1057 Little Cypress Key (vault) ADDRESS BUILDING PERMIT NUMBER 11,�2 41- INSPECTIONS: FOOTING UNDER SLAB PLUMBING Orr - � SLAB C4 / _ �� , FRAMING- COVER-UP- INSULATION RAMINGCOVER-UPINSULATION FINAL BUILDING `7 " CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH FINAL MECHANICAL PERMIT # / �� PLUMBING PERMIT # 11299 NOTES: r :...-s„_-....�.�-.v-Baa;..µ-.: ;...,r�s...a.,,-.,.,aF..rr•-.-.�»�,a,.e:x,.-....;r,�ta....:..u..-+**-.•,:,:s_.,+�.�.-a.-,� ae:.rr-.a..;._..�..,,T.....r:....,.:�-,. a,.,�:..,A..,-..,+..., .r��»...••...w..,,-,.+.w.-,,....r-.-.•.....-,-_....-,..,�,,,. y 1 Tatt-ficate of Mcrupanq Titff of Atlantic +Neoc4 — foriba 19PVttrtment of 'Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Attached Bldg.Permit No. 11247 GroupW- frame Type Construction tnhse Fire Distp�t Atlantic Bt'cich Owner oAgl;i�p Florida Classic H(Mre sJac sone e, FL 6 eu� g Address 1057 Little Cypress L lity Atlantic Beach, FL 32233 By: DON CCtFORD Building Offi ial Date: POST IN A CONSPICUOUS PLACE z _ JUd 733r 73:5 \u 1 L I_LdS51I_ �J��U: MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK "� AS SHOWN ON MAP OF S4.-IM ZAA-475 41 AS RECORDED IN PLAT BOOK 4f - PAGIES OF THE CURRENT PUBLIC RECORDS OF-DUVAL CO., FLA. FOR: .� AF.FER ,�D/c/5 ��rERPI�'/sE5 NOTE: BEARIWGS M40WN 41EREON ARE $A5E75 ON THE ABOVE. MEN1110NE6 PLAT. /VdTom' -LEV,0A,91V5 .9.4E .fllaN/rV rf/US: (/-'41) .dNAREFf-,C' Flt morlol✓AG c,rrtrrl=moo ro= sok y w. d 1, 41,1 V/ aov'y NA r•1OIv5jA1v 4oR rcrA GC- MErROPOZ.1MAI rirt,= csuve5Vn17y Cts. sEC710A! 17, rI,0VIVSNiP 2 S IuTi�, Ra,vGE 9 E,457 MAR 2 91996 c� 4.��e-34*� Building and Zon �s w� g a g 4 11.14 ! Y -V ti y6 k �o is :h q' ,• � In y 0 0 h . •P �`V H `n V •f• / •S7 kl- ' p}Z d:dA=21'09":A•l7.yy f A `• �'.•- r �• �p til a. ey ,b�Jy� #` L�rr� • Cr.OIQ4555 kir ,rr�r/aL sU�?t/'EY ,>� 2!• 9G ..____—�__,T..,.,----- .._ ...___ ,�1�"�': SE f I `K"Ci/1' ['ao SEA! P'�UNa a�.a � ��-� roo,✓errr s• 5 T :&17' !vett,w& fe?- -9 •vu!e fOuNG ALe e' /�`t1t/�f4A YQrt( SU�c!/£Y I-2c° gL ktllrt :fC4'NO Ai: CdPh<+PS I HEREBY CEJ TWY THAT THIS SURVEY.PERFORMED UNDER MY RESPONSIBLE DIRECTION,MEETS THE MINIMUM LEGEND: TECHNCAL STANCMRDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61Ca17.8.FIA.ADMINISTRATIVE CODE CONCRETE No"U11SMT (PURSUANT TO SEZTfON 472.027,FLORIDA STATUTE$),AND FURTHEA CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. � 1/1•POUND IN" O 112"SET low-LA.I nm FLOOD Ctrs 1 IFICATE; THE WT SHtjWN HEREON IS IN FLOOD 1 R.1 WALD"m REETRICTIOM Lm ZONE 'X ^ AS SHOWN ON THE FLQOD~INSURANCE RATE CL...AASON AND ASSOCIATES, INC. cgoffw•ANOLE R MAP CpM#AVNITY PANEL 14o t 2007 S• QDO/ ja OAiEO,0.IR 89 1"3 11A11f0 AVE JACKtONVI41 E,IIA 53907 RADIUS L lura RNSTWI CK. CNOMO oryTAMwi P.C. POINT Of COVATiMI[ SURVEYED •� /L 4 1995 4' f.T. POW o,TAhotxcv M 20 i 16TOW SUON MR No d36/, FLA. FAC. POW"(w IIIVIRMI w" SCALE: Jas a0• •GJ/z G a,C.C, rows Of eoopou o call" Fd_SG3, Aars• 3,29 M1.><11 900K 537 ft. M [ r //�� ,,__ //CITY__OF ��}} 4&a& ,8e4C14-tet" Office of Building Official REQUEST FOR INSPECTION 11Z (17 Date _ Permit No. Time M 4 Received _ PM. Job Address Locality Owner's r Name ' Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing D Footing 0 Rough Wiring Q Rough 0 Air Cond.& CI Re Roofing +❑ Slab O Temp Pale Q Top Out 0 Heating Insulation 0 Lintel ❑ Final 0 Sewer 0 Fire Place 11 MJ Ufi`6 READY FOR INSPECTION Pre Fab A.M. Man. /Tues. *Weed. Thurs. Friday PM. ^'nectionM c}a ,� ~f� 4 T�! 3�'' PQM. t� !i �---✓ Final!n Certificate of Occupancy_ Date`" 320 r J A 0tt�ce 190. F.M NtGpt. fond.& fou Addfess 4� K\�P\- FSoP aut PCe Fab r�uro9 $eget vkoug,v,ner e ON FkE� n 1emR F�tday C ot�n9 FMat �qtON \NSP Ttiurs. ,an„n0. ` �, unset NE.Afl d• P•M, Rootm9 e t Sns e& su�at�on F'ma Sues ou 't Date spect�o�hgade sP-601, CITY OF � ctic Vead - 74va4 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE / - �L i 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 / y7 /OSS Sincerely, xzf Building Department DATE: PRE-;SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: /G y ------------ - -- - ' -- ----------- ------------------------------------------------------- ---------------------------------------------------- -----------------------------------_-------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc: FILE - ,a. TRANSMITTAL DOCUMENT FOR JEA DATE: ,;2 -,;� / - 9 6 The following permits have passed "rough" inspection: Permit No. Address 1 1 165-7 11 ,-183 l� Enx%1=ejcxxxexxx=xXAxkae* pdxmx=fxxbrxex4)axmA;#=. Please update your records accordingly. r HUITh , a -e LDIN CLERK j , CITY OF ATLANTIC BEACH /vcb DATE: PRL'-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 2:33 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY : % �- ------------------------- --- - ----- - _ - ---------------- I - �'-�t.°=�° -------------- ----- - ------ - - ?�----- Enclosed are the blue copies of the permits. 11N11REL1, �� Q�thcy BUILDING INSPECTION DIVISION cc:FILE l jj/` CITY OF 4,it� •�s� - C Q /3¢,CcA-I&IiLJC!s Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time r A.M. Received 720 PM. 105-1 Job Address Locality Owner's Name Contractor BUILDING CONCRETE e ELECTRICAL PLUMBING MECHAN L Framing - Footing ❑ Rough Wiring C Rough ❑ Air Cond.& Re Roofing – S1:11) ❑ Temp Pole is Top Out G Heating Insulation _ Lintel a Final _ Sewer ❑ Fire Place C Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday__ PM. A.M. n, m inspectioade —�/� — -------P M. Final Inspectio ;pector`�1 ---- Certificate of �r-p-ncy Date __ b n CITY OF lQ�� /3�-49&lda Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time 1 A.M..f Received / P.M.. Job Address !� Locality Owner's 1t�� G K Name _ _ Contraof6r BUILDING CONCRETE RICAL LUMBING MECHM KCAL Framing ❑ Footing Rough Wiring 1 Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday r A.M. Inspection Made _ / P.M. Inspector Final Inspectio Certificate of ceupancy ❑ Date b t DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: / - 1- -- - = �- 77- ------------------------------------------------- --------- --------------------------------------- ------------------------------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc:FILE CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address )�.� �. i 1 c L F_ �.j 1 rL F_ 5 S C Date l ` °r Heated Square Footage @ $ 3 j'�� per sq ft = $ Garage/Shed y�' @ $ f t1 �dper sq ft = $ Carport/Porch@ $ /� . co per sq ft = S �� r Deck G @ $ per sq ft = $ U Patio s T(d $ per sq ft = $ TOTAL VALUATION : S _ fo Co Total Valuation 1st $ 00 o a� �1 (, o Remai ing Value $ .oa per thousand o portion thereof TOTAL BUILDING FEE $ ,0 + 112 Filing Fee .00 ( ) Fireplaces @ $15 . 00 BUILDING PERMIT FEE 0 WATER IMPACT FEE $�_,15�q 0.0b SEWER IMPACT FEE WATER METER/TAP $ �0 CAPITAL IMPROVEMENT S._ .� .a0 SEW a R TAP (p) RADON (HRS) . 0050 4__3 SECTION H PAVING HYDRAULIC SHARES CROSS CONNECTION ($j?) SURCHARGE . 0050 S OTHER GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical Plwnbina_ Electric/New Electric/Temp ; SwimmingPool Septic Tank Wel. l ; Sign__ _.„Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : �~ ^ CITY OF .,RCPEkTY DESCI?IPTZOH I�tf�1�tL'CG oc'ctd: - �7t'a; -ea 800 SEMINOLE ROAD Lot 0-Ul__Block #--------Section #t________ ATLANTIC BEACH,FLORIRX 32231-5115 . l r TELEPHONE(904)237-5800 Subdivision: ��/WG-/ - �� C j _ FAX (904)247-5805 Street dame (' DESCRIPTION{ OF WORK or hddress:---- �-L `� -____ _ i If in FLOOD HAZA Flcod Zone:--------------area complete page 3. Brief Single Family Dwelling Description:______________ Class of Work: (Hew/Remodel/Addition) New ZONING INFORMATION Type of Construction:_ Zoning __Proposed District: PUD___ (Use: Single Family Residence Estimated Value $-1 � 0 Exceptions or Material8: Sprucez Pinez FurS_ Pine ; Variances Granteds Solid or ------------------------------------------ Filled Ground:_Fjj],Q� Rool:_ahlIIgjQ&__ OWNER INFORMATION Method of Heating:__Eli.=iD________ Property Owner s- 4h-----Flo-r- ------ PhoneT ida Classic Homes 733-7300 -r-t- -- -------------- Moiling Address------ .� 14--------------- ____ Jacksonville__Fl_ _ p'-- Zi 32256 - ---------- ------------%.-- CONTRACTOR INFORMATION •- f Contractor:----North--Flor------ Phone: ida Classic Homes 733-7300 Mailing --- - ----------------------------- -------------- Address%___-g(Ig-1- nl,il lacILW------------------------ ___ Jacksonv_ille�Fl______________ --------.----- Zip' 32256 ---------- CRC042504 Expiration 8_96 Lieenee Number:----------------------------------------- DateT-------------- I HEREBY CERTIFY THAT I HAVE READ AND EXAMIRED THIS APPLICATION AND KNOW THE SAME TO Be TRUE ` AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES OOVERNIHO TNIS TYPE OF WORM. WILL BE COMPLIED WITN. WNCTNER !P8C:rZX0 HEREIN OR NOT. ?He GRANTING OF A PrRMIT DOES NOT potcxvnr TO •y 7� .V► GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULE:;. _ ••'(',(�,� FREGULATIONS, ORDINAHCESo OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION O:t TItr PERFORMANCE OF CONSTRUCTION OF THE PROTECT. I UNDERSTAND THAT THE ISSUANCE OF TIIIS PERMIT IS VI.,• y•, .,,. CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING is jal• DATA HAVE DEEM OR SHALL BE PROVIDED AS REQUIRED. r• Owner Signature __ _ Date L 1 Contractor Si re_ -- - -------- te------------ 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) 2- WATER CLOSET WATER CLOSET. TANK OPERATED (4)� VALVE OPERATED (8) ® BATHTUB/SHOWER (2) URINAL WALL LIP (4) (C SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) )-- COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) 3 POT. SCULLERY SINK (4) DISHWASHER (2) '2--- WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) 9 _„_KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (�) ______URINAL STALL, WASHOUT (4) w FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. PEDESTAL, SYPHON JET U DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) —SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) _=JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS_ r@ $20.00 EACH = - �� JOB INFORMATION_ S } L C Y SS V 12/28/95 THU 14:08 FAX 904 733 7733 NO FL CLASSIC [ 1004 r MC ULMOM'� t lvr�C rHUr- U J 12l.�.8/1395 11:41 yrJ41ltl�J:�bb *•)(•i(•-x-•K•i+•�-�E X••!<'-+(•ac••w.w.IF i,a,.x•�r•aF�rt•K-iF-K'•IE-x-iE-3f-#;t-��4-•)F-x-i(--1F•lE'-r'�••x••x•ii�4 a[•if••1(••i{-i�••iF•h iF�l••1F#-•IE--M.i..1t..*.x..11..n Jl,3(.,y•M..k..M..x.l�'x.1�.�,.ac+'.r...k it.x SUMMED GALC:ULAT I ONS i•iF.e+•i••x•.K•a•�[••lt••x-•x•a�•x-t k•iF if"!E••3E••14.11••M•il•�4-•At'it•i["x--K-i-�•�•x-•+�-�,ac-•1�is i-�['-�i�-a•�•i[-i(-•fr it t•Y-•1�-St J�3F•4•�••vr�r•k-!E!F-k i�-iE•k'•f('iE-fE�('iE�(,:�(.,;i,�.�i..K* ___ iCaA�F= � AS-BUILT ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA r, SPM :i SOF == POINT N 34.00 FBF/. 8 27.2 1 DBL. C:LP. N 1a. 0 38. 3 . 77 177.8 1 DBL C:L.R IV :3. {:t 38. 3 .FJ,:) DSL CLF: N 5. 0 2S,. 3 L''_) DBL_ CLR N 2(--). 0 3F3. 3 ' 0C.) 616. '3 E 67. 00 C;,5.2 4400. C, I DLL C':LR E 20. t y 79. 7 .%D4 2 ,,5. 6 1 ADSL CLF: E 15. 0 7.7. 7 . Sfi 1c:+:2a. 1 AB i L CLR E '3. O 79. 7 75 `-''7."' DBL C:LF' F_ 1^.G 7'x. 7 .8�1 S'7Ct, S 108. 00 6518 7106. 4 DBL CLR S I S. Q E r_.. : .9 ; ��:26 DDL C'-LR S 15.0 66.2 ,'90 9,M,.0 DHL CLP. I DBL CLR S 1_. 0 66. 2 .77 7t1 F, 1 DBL '::LP. S _20. o . 2 . 77 15�2" . <. W 62.00 65. S 4079. 6 1 09L CLF. W 40. 0 79. 7 .45 14 Wit. :_ 1 n81. CLF: W i i . 0 79.7 . 96 e42.8 1 SGL GL.R W 11 . 0 84.9 .86 803.:2' ---------------------------------------------------------------- 1 i x COND. FLOOF. i TOTAL GLASS = ADJ. x GLASS AW GLASS 1 GLASS AREA APIA FAC-,TOP PO I NTS POINTS PO I NTS . 15 1 , 766. 00 271 . 00 . 977 17, 1331 . St t 17, 430 4'.� 1.' , 737. 64 :.�-�-__..,.....+....-.. w--_T.w_..-.._-�»^��-._.......•:.�___:.F�^.�_.._.._.,_.:,.:..wr..-1.GGS^..._=..w..:w.=_�.-Y...,.._.....'.L':.-.-.:.. �.�...:.r.�_..�._... JON AREA x BSPM = POINTS TYPE R--•VAL.UE AREA x SIPM POINTS Ly;t 1005.Ct .9 904. 5 1 Er.t Wood Frame 11 .0 1o05. C1 I . 7C1 1700.5 Ad j 158.G . 7 1 It").6 1 Ad j Wc,._.d Fr izme 11 . 0 1 ata_ 0 , 70 110.61 DOORS t :20. 1) Ems_ 1 122-0 1 Ext Insulated 20.0 4. 7U 3'2.0 Ad j 10. t,1 2. 4 43. 2 1 Ad j Insulated 13.0 1 . 60 3.0 CEILINGS------------- JA EILINGS---••-------- UA 1018. 0 . 6 6- 10. 0 1 Under Attic :3 4) 102r_ 0 .6ti C1a. 2 ' Under Attier� 1'D. t+ 345. 0 1 . 10 .,, �. .J --------------- I-ii b --,-.....-_ -- 5I-iib ��n -Gr'csQE . r+ Iof; - 41 . ,.'.0 -4"(.-.-,7. �.sd 345. 0 -4. 0 -1276. 6 1 R5d Wood {St Fm-UFI I'S. 0 34`_=,.0 -1. .5C+ _517x• J NF'I LTRAT I ON---------- ; 1766. 0 1-3. 0 14128.0 1 Practice #2 17t;t'._ C+ V4. Ot i 14128.0 -��'t Y..•-.r.:v.:.' .S AOt RR!NN asT,.S'".::.?.{G.C97¢¢-....___-__--:i.:.".1 Y.,r...�.�r„r.:T'a_:�. - .,,,_._.__......-____,.n........�____..._..-_... 70TAL ;iUMMEF•: PO I N T':a 1 2B, 05,0. -3f'7 1 25, 9 03. J4 -OTAL +: 17-YSTEM COOLING TOTAL x C-AP x I)UC-T _ SYSTEM x W`C:PE()I l - COUI._I NG SUM P7S MULT POINTS 1 C OMPON RATIO MULT mUL.T MUI-T POINTS ------------------- 1.P, o50. 97 . 37 10, 878. 66 i 25, 0->.. 5-; 1 . 00 1 .070 . 04o1 �00. ( ... 'J, 4�7.7i 12/28/95 THU 14:05 FAX 904 733 7733 NO FL CLASSIC aoo3 12/29/1995 11:47 9042IHU:Obb MCraOWAt14'S HVAC r,Acat 0:z I NF I L.TRAT I ON REDUCTION PRACTICE COMPLIANCE CHE'►KL I ST COMPONENTS SECTION REQUIREMENTS FOR EAI'-'H PPAC:T I -_:E: C l IE0V;:. sW....-.W�..-��tFaxm3nsrnaaaa�==--•---ssau�acr.�.�x��-----__�..�._.-�........��..—...._..—:--A+:sanu....emst>;.--_—'--___._.-__.—'-._ PRACTICE #1 6%I6. 1 ►W OMPI-Y WITH ALL INFILTRATION F-_'PESC:R X P'T I VFT3 Windows faO6. 1 maximum of Q. '34 CFM per, linear f,=,r,t of op#� rahie' S,�StI crack: (includes sliding glass doors) . Exterior °-: G06. I Mc-,iv:im►_►m of 0.5 CFM per sq. ft . of dcc:r arF-2r. rrJlld Adjacent Dooris core, wood panel , insulated --r glass doors +.poly. Exterior Joints 666. 1 To bQ cAwrlkr-d, gasketpd, -eathor-,stripped .,r other - & Cracks wise sealed. PRACTICE #2 G.06. 1 ComPLY WITH PRACT I C:E #1 AND THE FOLt._OW I N6: ------------------------------------------------------------------ Exterior Wal) % 606. 1 Trip plat, penetrations sealed. Infilt.ratiori barrier & Flours installed . Sole plate/floor jcint caulked or sealed. Exterior Walls 606. 1. Penetrations, .joints and cra,_-k-s on interior surfz�,::e Ceilings caulked, sealed ,ar gaskceted. Dur.tWork; 606. 1 DUCtWOrk in unc*nditiczned insist be sealKad- Fireplaces 606_ 1 Equipped with outside c-Dr7ibUSti_,n weir, doc-riw and flue damper %.. ---------------------------- Exhaust Fans, 606. 1 EgLii pp4ed with dampers. t_:ombusti on devi ceT. see 606. i . A. 2. ----------------------------------------------- Co(lrhusti,r,n 606. 1 Combustion space and mater hoating system,;,; prc)vtdrd Heating with outside c1,,mt7usta �;,n air , r•;�;xcPpt dare,„t vent appl i eiinces. �* OTHER-: PRIF''SCRIPTIVE ME:ASUPES (must be met or eexc:r.-eded by all residences. �.*. -------------------------------------------------------- hater Heziters 612. 1 COMPly With efficiency in Table Switch or clearly marked circuit bre Aker cPlr�ct,-i, -I)- Cutoff (9av) must be p, o-vided- f;:;ternal or built- in hecot triE:�p required. Swi mmi ng Fool s C.1?. 1 Spas and heated pcnol s must have c,,,vers ►:r;.?x,.ept spas heated) . Non-commercial must Viave a pump t i rfler . Gas spa & pool heratel-s must Fjavr a minimum thr:�rmAl efficiency of 78 percent . SF'►r_,wer Heade, G12. 1, Water flow rmu%t�be re`itr-icted t:.-I no ymc-,,,,?T tklri(l�:=r long per per minute at SO FIMICi. - Air Distrjt.iLt'tic.n 610. 1 All duCt5, fitting, mechanical cKgt-Aipment �Md I)Ienum Systems chamber-:7, St',all be rTtpchanically attar_: ied, saf�!itht ulated anr:i installed in ai::cordan e with tl,ir:, ►. �er�� c,f Section G10. Ducts in lAn, ,:,nditi:,_,nr?d art:5i:s rr►u t be insulated to a minilTIUM _,f >w: -6. Air hanolers _.t7a11 not be ir►wtalled in attic: unless :in closet, HVAC C*ontr l s 607» 1 Separtate readily ac,_essible^ manLl;�J �_.... __._. Y �r thermostat for ea-,h system. Insulation 604. 1. Ceilings minimum R�1'�. C:c:,mmc,n Wnl1s�- _!-, me -- 602. 1 CBS P—:3 bc_,th Sides. Corn—,_,n ceiling NO FL CLASSIC zoos 12/28/95 THU 14:08 FAX 904 733 7733 MuUuksan MWNk; "" �� ` ` 12/29/1995 11:41 8042780356 SERIAL 4 7116 kesmanuJ'(c) * 00-11-190o WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FL_A/RRS( ) DATA FILE (BASED ON A.C. C. A. MANUAL J - SEVENTH EDITION (c ) 1996 by ------------------------------------------------------------------------- PROJECT : 1546 WITH BONUS ROOM ADDRESS :LOT 119 SEL.VA LAKES CITY OWNER a BLDG C:ONTR : NORTH rLOR I IIA CLASSIC HVAC CONTR :McGOWAN Cond Flr Area: 1766 SF * GLASS/SF" RATIO - 15, 5% * House races: Cast * Climatic Conditions & Design Condition, .- Geographical c al Loc at i,onFloridaF ----------------------------------------- .Ac k sonvi l l e ' - _ -'M North Latitude / Elevation 1 O Dent. / 24 Ft . Above Bea Level outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 1 70 Deg. F Winter CActual ) Temp.Diff. 1 30 Deg. F Winter Temp. Diff. (WTd i 1 40 Deg, F E7utd6ar Summer Dry Bulb S4 Deg. F Outdoor Summer Wet Bulb 1 77 Deg. F outdoor Summer Hum, katiu lir/Lb 124 Indoor Sumner Rel al t x ve Hum. b0IX Indoor Summer Design Gr/Lb. 1 49 Indoor Summer Dry Bulb 1 75 Deg. F Indoor Summer Wet Bulb 1 62. 3 Deg. F 0 64 Gr/Lb Summer Daily Range 19 Deg. F - M Summer (Ac•tazl ) Tomp. Di f f. 1 29 Deg. F Summer (User Bel ) Temp. Diff. (sTd) 1 0 Deg. F M~-_- * HEATING SUMMARY * 123. DAT * COOL I NO SUMMAPY A. SUBTOTAL 2579906 1 STRUCTURE SENS I DL.C 18330. 76 1 MEC:H. VENT._ 200 O f m 4180.00 SENS. + MECH. VE=NT ; 22510. 76 7G 1 TEMP.SWING G S DEQ. 1 - 00 OCCUPANT/APPL_I ANCE. ,`000,I 0 DUCT LOSS 1385.99 !DUCT GAIN . 2151 . 00 TOTAL LOSS/BTU-1 t 27 99.75 ! TOTAL SCNSIBLE 20061 .84 TOTAL_ LATENT 12164.60 } (� ' 1 SENSIBL,.E 4 LATENT 41426. 52 20% OVE1=ST7-E~ FACTOR 5417.95 00% SENS. OVRSZE FTR: 612. 17 ACTUAL_ + '.tet % OVERSIZED: 32507. 70 0E='NS. + 00% OVERSIZE. 33F=14. 2i x EQUIPMENT SELECTION � w EOT MANUF" JAN I TPOL. CU MOD # CPE42-1 F AHU MOD # A42-10 HTG INP/BTUH HTO OUTP/BTUH 40000 ArUE/H&PF 7. 5 TYPL:: HP " SENSIBLE S"+TUH LATENT BTUH 40000 TTI. CLU BTUH 40000 TONABE 0. 3 (S)EER 10 CLS CFM 14070 HTG i:FM 1.400 12/28/95 THU 14:08 FAX 904 733 7733 NO FL CLASSIC 4007 12/28/1995 11:47 90427803GG MC(GUWAN':j HVAC: r•A6L uo ENERGY GUIDE F,.,r ciEtail�wGl i,-tfW,rmatie,n of the ErI rating number or for any ITEM 1 i sted, ark: Your Builder far E PX= 99.9 Dr-:A Form 606A-93 or Form C500ft-- 9 3 C) 30 40 50 GO 70 00 go loo The maximt-tm al ;towable (---5AT ice, 100- The 1,�:,wer the Er-"T f:iic, me-r•r effi,::ivi-vt: tFc- tj,jtj)c P:ES I DENT I Al.. ENERGY PERFORMANCE PAT I N13 SHEET ITEt1 HOME VALUE Lou Effi-ienc'y iligh E-:ffic:ic.- tncy SlNGL t`"LF. DBL TINT WINDOWS. . . . . . . . . . . . . . . . . I . . . D,_,uble Clear INSULATION. . . . . . . . . . . . . . . . . . P-1 n Ceiling R—Val tie. . . . . . . . . 30. 0 I m.._. ----- -------- --- . ....X P 0 P-7 Wall P--Value. . . . . . . . . Floor 1 -V;kIue. . . . . . . . ,. 19.0 AIS' QQ1,401TWNER. . . . . . . . . . . . » 0 SEEP, SEEP. . . . . . . . . . . . . . . . . . . . . . 1 C). HE=ATINS SYS1'EI1. . . . . . . . . . . . . . 6.0 H0PF WATER HEATER. . . . . . . . . . . . . . . . E1ettriEF. . . . . . . . . . . . . . 0. 94 ----_ . .._ �- ----X-- --- ; 0. 5-1 Gas El... . . . . . . . . . . . . . G. 00 - h.X30 il- tic;, r�}liar Ei . . . . . . . . . . . . . . OTHER f E:ATURP: . . . . . . . . . . . . . . 3 I certify that theSe enL-r'gy 5avinq features regUir-f:3r1 f t•' the F-Io►..ida Energy [:,_,de havq been ins:,ta1lc-,ci in this F ouT,(s. Fadcir s: 1__ _{ � 9 - —Sr c7nryt,-►rc: Q1��!Si_� .��LGQ� _ Date .1 VI)LU-, S FI,:irida Energy Gorr(_ for Nu:ildii-lca ��•n�tructi �,n -- 1'�'ly Florida DeFa�r tme-nt -+f Cr--,mmQi- 1tY Affairs 1Z-,Zo/ba ltlU 14:v rA.i klV4 I JJ I I JJ AV rL IJLAaalll vj7 ..v 12/29/1995 11:47 904270C�3GG K.XiUWAN'S HVAC rHiat au �f 3E af..x..x•i[X•M If•iS••K ICK 1F if IE M iE•k.r.aH 4(*.**k R.w.h it. N N .� y,.•K WATER I•AEAT I NG .Kk•�w9b•1e�4-kiFiF•IF'It•.tl.•3C.•�f••iE•3!•-M•�lFa(••if••It•lE•iF3FiF•If••iF••k••ki!-iFiFi!-i(••f(••Y••lMiF it 9r•!F•1F*-M�•aF•Ir•1�•-)f••k•1F-%#-IF.a..lc..x•,Y•.Y,il•-1(••1(-�Ei€*-1F•K••N•-1(-•k�:k..IF.1rt.-IF•k•1( x.rril.iF BASE —__ ; AS—BUILT — — s��-.ss....._......r----......,.....,......._------ NUM Or x MULT = TOTAL TANK- VOLUME EF TANI". N MUL "T• x 1 REDIT = TOTAL, SEDPMS i RATIO ih1.lL O 3803. 0 11 , 409. ()o 40 .94 1 .00(1 O_GC?. �> 1F•rtiF•M••iF3p•�•�•�•a!•i(•-�Fi1-iEif--1',•1s,.i•a1••rt•fF��•V-a4.iRsi1••+F•k1EiE•F��•Y•;•af•+F•k•It-IF�F-�!--1Fii�f••I[•dF•k15•it•kjf-�4•!�-•i(•X•#r•k-�f iFiE iE IF�(--N••k••b•r�rt••If••kyt-iE if 7l iF-ii SUMMARY •1F 9F�E••fi•k#••k'1F-il-�f•�•tr•�4.1[•#••![•-k•1�iF•1f••M•�F••iF aE•�f••�•�F aE-•k•'K••!!•a!•3f-#•�-J(••lF•1F if••i!�9i••11.4f•1f••1[^iE iE-i!••i{•aF•�E'�F•�F•fi•k�lF•3t-if-•lt--1E 9i••Y•7F•�F•.1�:K:.x.k�1--M-it-1t-YF iF?I••tt•#�l--�- BASE i --_-- AS-BUILT COOLING HEATING RIOT WATER TOTAL. COOLING HEATING HOT WA'C-r.;:P TOTAL.. POINTS + POINTS 4. POINTS POINTS POINT'S •t- POINTS +• POINTS - fi(:llNl-s 10378.9 8794.2 11409.0 3Cs r n82. Cts, ; 9423. 7 I(3141 _ 5 1 CiGigO_ 0 3(,), ....,.,:.:.-. ...._,�':..A..=—.........�.-._:..-.....��_._y...::3G�..-��---._:1'1.7~'7.~7.:.y:...y:�_—.--�:A::.•:-..a,.., ..__—___._ :n......,,...,.--'—_—'--__.. .....�....�..._—._—_ EPI 9G. 9U 7' f2/29/19y'a 11.47 - 51�427801E,E, vv MLCaiiWAlv'� H✓�� raut ny"' V il-•Y..,ii••14..�.#..MiF:[..M..lf..l�•.�l..w--k;:•K..il••11.•A••}4••k--K-i:--1E-1[-#-Yrl4-If-•1F#•�F#••R•�(••!f•aF••f69t iF-1tiF•IF--If-iFaf-�[--k-iE-IF df-•M••I(-•1F•lF iF iF-iFil-4F 1! 1F#-Y•=iF#lf#Y-jF.M..N..l�.•M..y..1F i1•it WINTER CALCULATIONS •�•-�(-�•µ•�•►t•�-#-x•##9b#-�•�-��!•*•k•�•�•x••�ar-3�-x-#•lE-�#-�-�F-R•�••�••x••��t--K•jE-rr-x-•ltit••1E�f-�c-•x-�F•�•�-i(-�-�•w fit••x•�••1r•YE#a(-�r-?f�-ft-•►!-�E k-�1-�f--��i•**•K•�•-u..K. wOASE AS-MILT +.CLASS-•--•---._.__.__........__.••••,^._ 1 ORIEN AREA x OWrM = POINTS 1 TYt=E GC: CF1 :IrN AREA x WPM x 1400 I"(.1IraT�1 N a4_ 00 -10. G -3CC). a• DBL CLR N C. 0 7. 3 1 .• �a•1l SO 0 DBL C-L.P, hl S. 0 7.3 1. .40, 6BL C,LP N 5. c. 1. . /-1 n `:a4. DBL CLP N 2C,.C) 1~_ G7.task -Io. G -710. IDSL CLR, E O(y. G - 01 DELI_ CLR E 7.5. Ci -9. _E,,,; DBL_ C:L.R E 9. 0 • 9. _. . 3":s •,::7. 1 DBL CLP r= i'-1. 0 . 57 -x,7. 63 S 109. 00 10.E -1144. 8 1 DSL CLR S 15. 0 4 til -41. 1 DHL CLR S 15^ 0 --28. 4 .'37 - 47.. 1 DBL CLP 5 '3^. C) -2A. 4 ::i f:►{i_ 1 DBL CLR S i�i.c? -20. 4 ,07 -3:'70. 6 DDL C:L.F S 3C+. �:£]. 4 . 117 741 .2 I,1 E.,._0o --10.,6 -657, ._ ; LDL^)L CLF` W 4o. C} C,'� 1 DHL CLF W -89. 8 SGL. CLP. W 11 . C) --5.8 . 1 G 1. Y, COND. FLOOR / TOTAL +tiL.ACjS = ADJ. M, GiLASS x= ADD r�LAG)G 1 GLASS AREA AREA FACTOR POINTS F'10INTS 1 f-'01 N T S Ito 1 .7F,G�00 271 ,00 . 1177 -2),872. f 0 `I'J2 NON , Af?E;A v; E-(WPM - POINTS TYPE Fr:-VALUE AREA WPM rCI I NTS; , Ext 100 5. ti2 2211 -0 £ Ext Wood Ft 005. Q u. :' 5 ;,713. Ad j 1!58. 0 569. 8 J Ad•j Wo--d Fr arne 1 1 .n 1 1 ..:t :_C). Q 1... ' .'.-IG. c:} E,xt Ynsu1 EAted ='t)_ C) £::I_ 41.3 i.E•,.1. t �d j wC3. 0 11 . 5 207. 0 1 Ad j In--ulz�tc-:d 10. 0 0. 00 ;44. rj , UA IQ113. 0 1 . 2 122:1 . E. 1 Under Attic 30. 0 10)22. C) 1 Under Attie: 1'�. Ca 34`5. C) _t)n ; >1.b 106. 0 8. 3 04n. 11 ; S1 8b--,_,n-Gr ade . �� 1 o6. 0 F.?,Fln - 3 h, n 1 , i) 331 - 2 . £3 R d R,�d Wr,r.d (Stam-UFJ 1'�. �:> ::a�.a_ u INFIJ_TRATzora- ---- - ; 17E6. 0 7. 4 1.:3C)E,S_ 4 : f='r ,'�,-ti _� 1IE6. C+ 7. .:1t►• 1"liFa314_ T-C1TAl•_ WINTER PO I NTC) _- TOTAL, x SY 7171-1 = ME_ATIN)= ; TOTAL x CAP .: UUCT 9YFsTEc.I"1 x CF:EDII _ HC.:F,TIN+- W'I'N PTS MULT POINT:; 1 £ :OMf Ohl RATIO MiJI-T MOLT Mul...T 0INT5 _. ._ _-..... .._ 7'D4_ '<<: ; 2C). 000. 57 1 - 00 i ,(.)7+-) . 47-2 1 _i�c,;, l,_, -_--------.__--.__'-^`LiL}:11:n"L•^;maw,n:n�.....<r..•,.,__.._.._....._-.�-..-._........,....._..._-.-..__�.-_-_- r 012/28/95 THU 14:04 FAX 904 733 7733 It FL CLASSIC 11002 f 12/20/1995 11:47 9042790366 MCGOWW'S HVAC PAGE 01 Department of Community Affairs 5N: 7116 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTF?t, CTION FORM 60OA-93 Residential Whole Building Fier f cr me` nc a Method A N(]F:'04 PROJECT NAME: 1546 WITH BONUS RM QUIUDER: SHAFFER AND ADDRESS: LCT 119 - 1657waz«s- ! PERMITTING !CLIMATE SEL.VA LAKES 41 Aaass 1 OF'F"ICE; DUVAL ! ZONE: 1 1 _ 1 2 -- 1 1 ftcy OWIuER., 01114 f PERMIT NO. 1 JURI DICTION No. I. New construction or addition 1 . New Construction __.. . 2. Single family detached or Multifamily attached 2. Single-Family ---- 2. Multifamily--Na. of units 3. ___-- 4. If Multifamilyy is this a worst case (ye%lno) 4. �_-- f. Condi.tioned flQVr are�isq. ft. :? 5. 17F�+G. t:yt?✓ ___ _ 6_ Predomin nt eave over�,�a g ( ft , ) 6. 1.- 7. PCirch Overhang length (ft ,. ) 7. 11 . :33 0. Glass area and type: Single Pane Dwble PAnw a. Clear Glass 8a. 1 1 . 0sq f t 60. 004q t t b. Tint , film or solar screwri Ob. C,. t=sgft 0. 005gft ---- 9. Floor type and insul4tion: a. Slab on grade (P-value. perimeter) 9a. R= 4�. C,t� , 1.06. 00 Ft - - b. Woody rai%od Q-vhoe, area ) 9b.F?=:L'�.c_�i, , 45. C)C) sr. tt 10Net Wall ,'type area and insulation: a. Exterior ; 2 Wood frame ( In5ulation R-value) ' 10a-2 b. Adjacent: 2. Wood frame ( Insulation R-'-value) 106-2 150. UC►sq ft-„___ ii-Ceiling type area and insulation: a. Under attic ( Insulation R-value ) 11a. R=19. 00 , 245. Q0sgft_ _-- a. tinder attic QnsulAhion F-value ) 11a. r- 0. 00 , 10 . 00_,qtt---- 12.Air distribution systems a. Ducts ( Insulation 0 Location) 122. R- 6. 00 , ,_ir• cond 1:3.L'001ing system 12. Type: (ventral ASC SEER: 10. 00 14.Heating syatem: 14� Type: Heat Pump -_-- HSPF". 7. 20 15.Hot water system! 15. Type: Electric __-- EF; Q.94 ----- 16.Hot Water Credits: (HR-Heat Recovery, 16. ---- DHP--Dodi r.a,t e!d Heat Pump) 17, In•filtrat,iQn practice: 1 , 2 10 3 17. I8.HVAC Credits (CF-Ceiling Fan, cv--Cr_ass vent , 18. _-- HF-Whole house fan, RB--Attic radiant barrier , M2 -Multizona) 19EPI (it1ust not exceed 100 points) 1s. 90. '90 ---- a. Total As-Built points 19a. 30245, 20 } h. Total Oase points i9b. 00582. 06 ---- ------------------------------------------------------------------------------- I Hereby certify that the plans and 1 Review of the plans and specification_, specifications covered by this ca.lcu - 1 covered by this calculation .indicate% lation are in compliance with the 1 compliance with thn Florida Energy Florida Energy Co e. 1 code. Before construction ice, completed ��r+��, +-I ; this building will be inspected fot PREPARED BY= - -� _ .Gr=�'�-- 1 L:C+lTp1 �:YnCe in c .: rdanct�; with DATE: . ..��-`-��----_ 1 553. 900 F". S. I hereby certify that this building i5 1 in compliance with the Florid Energy 1 Cind e. 1 ,�WNER/Ai3ENT:_ ? Q ��_-_- ; SU1LDING OFF'TCIAL/: _Q , C __ ____ DATE: ._ � _,j- � 1 ---....---_._.....__,-_ 1 DATE": ---_� _- `€'. - -------,_-------- 12/28/95 THU 14:06 FAX 804 733 7733 NO FL CLASSIC 2004 12/28/1335 11.41 yb4.2ftJUJbb fr1LG7UWF11y'Z:� riVHr; rHut c.; ****.w-**•Y-a1•-g-***,*aF#.,H•fbaGal K kit !E!f if ****Y-****4F****.kaF-!F 1! .*.,*,x •'K,M'VI-M--*•1f rt .A..i�*•n- SUMME R CALCULATIONS �t,�. .K,a..�.�.�,x•�,at t M-**-*****-9,iE !c****** ai•*****-***-*-it*****•Yr *** **.K.*K. x.*.K..* _,,,wr.«w.+..._.-.--_-w.....r....r.r4_.___-`__-.. �-...-w^J.e�...�.w..,....--...--.__+.-...,..r.,...,....✓w+w,+.-.___--_____-•._.�...,....:.:.,..�..i,=.-.:.-_:---w:.:=1LC C1 A'd I:I:I VIM:•l1YlC OP I EN AREA x BSPM = F'Cl C nlT TYPE SC: OR I EN AREA r. SPM SC)F P(J I NT _N_ ._..3 4. f?O+Y�M-F,Tj.8 ;'L:37DBL, C:Lr,: N E,. 0 30. : . 77 177.8 DDL 0L,Fe. N :3.r,:r 38. 3 :3 DSL CLR 5. 0 200. 132. 1 DSL_ C'(-R N QQ C 1 G.3 67. (.)0 C-"!5- 13 4400n G I Dy}L�L C:LIZ,': E ?,{r, s_r 79. 7f . '-14 . :11t5l6 1 DHL CLR E< 1510 7 75. f BE 3,C.r2,a. 1 1 ADL CLP E 3. CI 79. 7 . 7 'i7.3 D5L GLS' E 1:D. 0 7'x. 7 .�3• H7Q. 3 6 1 t i@. 60 bpi. 8 7106. 4 1 DBL CLR a 15. Q DBL CLR S 15.0 6FS.i' DHL CLR S 33. 0 �r✓. 21 . 1301 0_:,5.0 DBL. CLR a 1 1. C) F,(,. w .77 764.6 3 DBL 1::L•.P. S 7;}6. �? . 77 W f,�.,t, 0 S5. 5 4079. 6 i DBL_ CLR w 40. U 7 S. !y .4 r 14 G. .,_ DBI, CLF: W 11 . 0 79.7 .9r, G4.3.EJ 1 SGL l LIQ: Ll 11 .0 Sri.9 .9f., 903.2 . 15 �COND. F"LC3<:)I'-: i TOTAL GLASS = ADJ. x GLASS - ADJ GLAG") GLASS AREA AF'EA FACTOP POINTS POINTS r''O I NT's . 15 '1, 766.00 271 . 00 . 977 17, 0?1 . 8 1.714^0. 4::: 1.' , 737.6-4 NON AREA BFjPM = POINTS 'rYF'C R---VALUE AREAS x SPM PQ I N'rS Ext 1005.0 .9 904.. 5 E%t Wood Frame 11 . 0 1(:)<:r5. 0 1 . 7c) 1708.'=, Ad j I r's.0 . 7 110.6 Ad j Wvi::.d Frame 1 1 . V16. 0 . 70 1 1Q. C f Ext :20. 1) G.- 1 122. 0 E:.xt Ins4ulatQ-d 20. 0 41 . j X32.0 Ad j 12. 2. 4 43. 2 1 Ad j Insulated 10.0 1 .6 0 , , CE IL I r UA 1018. 0 G10. 0 I LJrrder' Attic10 0 . Et_y 0.11. 2 3 Under Atti,; 345.0 1 . Ic_t ! , , `II<i IGS,. c, 2:7. Q .-.3922.0 0 SI iL) Or ado . q lof,_ p _4,1 . ,:_'0 -4'.41 F:sd 34',;x. 0 --4. 0 -1476. 6 3 R.sd Wcod {Stem--UFI 1.9. 0 34`_=,.Q -1. .50 -.5i7. INFTLTRATZIaN 1766. 0 B. 0 14123. 0 1 Practice #2 17GC,,_ G t1. G1_s 141<;8.0 TOTAL SUMMER. F'U I NTG 28 t 050.-97 ; :25,9073. 54 TOTAL x rYSTCM - COOLING TOTAL x CAP x DUC-,T _ GYS1"E;M x C.'RE V I T - t--001._X NG aUM r='TS 1"tUL`T' 1=OINT6 1 COMF'UN RATIO MULT t"uL.T MUt..T POINTS -28, 050. 97 .37 1013,78. 86 1 25,903.t54 1 .00 1 .070 . 340 1 . 3, 42 71 c.71;1-�=:;==11===1 r= ===2==:.-========= =====....._.W====---- _,__...,..,,......,.,. ,::.y,.........::..,..,. 12/28/95 THU 14'05 FAX 904 733 7733 NO FL CLASSIC 11003 12/29/1995 11:47 90421bUJbb MCGOWAN-t HVAC rA(at eiz +� INFILTRATION REOUCT 1 ON PRACTICE COMPLIANCE CHECKU I ST COMPONENTS SECTION REQUIREMENTS FOP EACH PFACT I CE: CEiE0r . 47: PRACTICE �#1 606. 1 COMPLY WITH ALL INFILTRATION PPE.SC R x FST I VF2, Windows --_......__- _...w,._..606 .1 606. 1 maximum of , - -- ^ •C�' 34 OFWM-(.7f-r linear foot of QPwreable Sash crack Cincludes sliding glass; doors) . r9 ,.W 606. :L � ,....-,_._,_ . .� �. Max Exterior imum of 0. 5 CFM per sq. ft . of c1oc:r ares: solid Adjacent Doors core, wood panel , insuldted or glass do=5 only. Exterior Joints Yr�Y_606-1 To bow cawlkwd, gasketed, Weather-stripped or other - & Cracks wise sealed. W ..-.W W-_- 6J+ � PRACTICE #.�' 606. 1 COMPLY WITH PRACTICE 01 AND THE FOLLOWING: -------------------------------------------------------------------------------- Exterior- Wall.% 606. 1 Tromp plate penetrations sealed. Infilt:rat_ion barrier Floors installed . Sole plate/floor joints caulked or sealed. Exterior�Walls .r�,..606. 1. Penetrations, .joints and _racks on interior surface v, Ceilings caulked, sealed or gasketr'ed. ----------------- DuctWori,; Este,. 1 Ductwork in unnondi 'tioned space must be sealQd- Fireplaces 606- 1 Fquiipped with outside combustion air , do rs and fluor damper%. Exhaust Fang; 606. 1 Egmi ppwd with dampers. Combustion devises seP €06. 1 . A. '2. ------------------------------------------------------------------------------- Ionlbust i cln G06. 1 Crnmbust i on space and water heating systems Provided Hwati.ng with outside combustion air , except direl.t vent appliances. * OTHGR PRESCRIPTIVE MEASURES (must be mot: or w.:c&edwd by all residences. ) --------------------------------------------------------------------------------- Water Heaters 612. 1 Comply with efficiency requirements in Table 6--1. 1 . 5ui•tc.h or clearly marked circuit breaker (ol.octr;ic) or cutoff (gas) must be pvovidad. E tgrnal or built- in heat trip required. Swimming Pools S12. 1 Spas and heated pools must have comers (except solar ?< Spas heated) . Non-commercial pools most have a pump timer . Gas spa & pool heaters must have a minimum thermal efficiency of 7S percent . Shower Heads 612. 1 Water flow must be restricted to no more than 2 gal- lons per minute at £30 PSIC. - _..-----------------------....._...,....-.....,.......,......._...--..._..---...,., -----------.- - ......._--.....--_ Air• Uintrxt. ut;ion 610. 1 All ducts. fittings,, mechanical equipment and plenum ystem_: chambers shall be mechanically attachyd, s,ealti-d! Un - ul{ated and installed in accordance with the criteria f Section G10. Ducts in unconditioned attics must be insulated to a minimum Qf K--6. Air handlers :_hall not be installed in attics +mess :in m"c;:hanigo1. closet , ----------------------------------------------------- HVAC Control; 607,. 1 Swparate readily accessible manual or automatic thermostat for each system. 1:r,si..il a•t:i on 604. 1. Ceilings minimum R--19. Gammon Walls - Frame R-11 or 602. 1 CBS R--T both sides. Common ceiling & floors P--11 . 12/28/95 THU 14:08 FAX 904 733 7733 NO FL CLASSIC [ 1008 12/2e/1995 11:4/ 0042780366 ML�uwr�ry � hvH.; rwu� YERIAL * 7116 * ResmanUJ(c ) �r 08 1 1 1'Jf�c:a WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLWA/1=PS C& DATA FILE,,] (BASED ON A.C. C. A. MANUAL .J - SEVENTH EDITION (c ) 1986 by ------------------------------------------------------------------------------- PROJECT : 1546 WITH BONU$ ROOH ADDRESS : LOT 119 SELVA LAKES CITY OWNER a BLDQ C ONTF., :NORTH FLORIDA CLASSIC HVAC GONTR s McGOWAN Cond F Ir Area: 1766 SF * GLASS/SF RATIO - 15. 3% * House races: E5t * Climatic a,onditions & Design Condit :iona * ------------------------------------------------------------------------------ Geograph i al Location . Florida Jack sonvi l l e m North Latitude / Elevation 1 O Dern. / 24 Ft . Abi_',ve Aw Level Elutdoor Winter Day Bulb 1 32 Deg. F Indoor Winter Dry Dwlb 70 Decd. F Winter CAc:tual ) Temp.Di ff. 1 3S Deg. F Winter Temp. Diff. (WTd:) ! 40 Deg. F Outdo= Summer Dry Bulb S4 Deg. F Outdoor Summer Wet Bulb 1 77 Deg. F Outdoor Summor Hum. Ratio Gr/Lb 114 Indoor Summer- Rel al t i ve Hum. 50% Indoor Summer Design Or/Lb. 1 49 Indoor Summer Dry Bulb 1 75 Deg. F Indow Summer Wet Bulb 1 62. 0 Deg. F Ci 64 Gr/Lb Summer Daily Range 19 Deg. F - M Summer (ActQal ) Temp. Di f f. 1 19 Deg. F Summer (User Bel ) Temp. Diff. f.qTd) 1 20 Deg . F- _..,----.._.._..----_-- * HEATING SUMMARY * 1 2G. DAT * COOLING SUMMARY * . SUSTOTAL 25799.76 ! STRUCTURE SENS I DL..0 1 B2 30. 76 1 MEC:H.VE::NT- 200 O f m . 4180.0Ca 1 SENS. + MECH. VE=NT 22510. 76 1 TEErtP.SW I NU G 3 DEG. 1 . 00 !OCCUPANT/APPLIANCE ^i500.00 DUCT LOSS . 1205.99 ! DUCT GAIN =1 .Cita TOTAL UOSS/Et00 2 27089. 75 1TOTAW :CNSII:LE 20061 . 04 ! TOTAL LATENT 10164. 60 ' !SENSIBLE + LATENT 41426. 52 20% t;'IVE:RST.7_Ew FACTOR 5417. 95 120% SENS. OVR aZE FTR: 5612. 17 ACTUAL + :0% OVERSIZE: ^250�. 70 :SrN5. - � )� U / FSdZ�: 210 4. . 1 EQUIPMENT SELECTION � E QT MANWF" TAN I TPOL. CU MOD # CPE4: -1 F AHU MOD 4 A4::�.-1 t a HTG INP/EiTUH HTO OUTP/PTUH 400C)+ra AFIJE/HTPF 7. $ TYPE HF:, SENSXBLE STUH LATENT BTUH 40000 TTL CLU BTUH 40000 TONAGE 3, 2 (S)EER to CLS rW F"M 1400 HTG r_F M 1.400 NOTES: . 12�28/05 T8U 14:00 FAX 004 733 7733 NO FL CLASSIC �v*� r*m� u ��»»7 - l2/2R/I� o� n = s5 11:47 e�427SW��s � ��* ENERGY GUIDE Fcr detailed information of the EF,I rating number or for any ITEM listc-d, a�* Your Builder Yc,r EP1= 913-9 OCA Fl--lrm 6004-93 or Form 600B-^�3 0 �0 0 30 40 50 GO 70 00 90 100 The maximum al C,wab1e Errn1 is 100~ Them l�::,*er the- EPI th� mo,'e ef f iciVnt the home RESIDENTIAL, ENERGY PEPP'ORMANCE RATING �HEET ITEM 1-40MG[ VALUE Lou Effic.ie--ncy *igh Efficiency DIAL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . . Doubloy Clear | -------------x------- | INSUL/\TTON- ' . . . , . . . . ^ ' - - . . . . R~10 Ceiling R-VA' I Lie' . ' . . ' ' . , 30. 1> \ ------------------�^� / P-o R-7 Wall R-Walue. . . . . . . . . % 1 °0 X" R-19 Floor r-,-VRkI1,Lm. . . . . . . . . 19.n | ----------------�---X | AIR C'QNDITTC1NF-ZR' . . . . . . . . . - . . SEEP. 17. 0 SEEP' , . . . . . . , ' . . - . . . . . . . . . 10" � | �-------------------- � HEATING . . ' . . . HSPF 12' 0 Eler:tric HSPF. , . . . . ' . . . . . 7. 2 � -X-------------------| WATER HEATER. . . . . . . ' ' . . . . . . . n' Bs 0. 96 r-' I EF. ' . . . . . . . ' ' - . . 0. 94 � ---------------�----- | <)- 54 0. 90 Gas EF' ' ' - ' - ' ' ' , ' . ~ . 0'O0 | --------------'------| 0, 40 o' U� . . . . . . . . . . . . . . OTHER FEATLIRES- ' ' ' ' . ' ' ' , . . , . v ' ^ - ' ' . . . . . . . . . . . . . ' . . . . . . . . ' I certify that these enorgy sav1n9 featurew requ1r-w,d fo, tHcr� FlOrida Energy �ode have tie-en in��,tal lcd in this house. Builder ^ Addr�s�, gn�t�re: mate: Clity/Zip ___ Flor1da Energy �od(m for Bqi1�1ng �on�truct ion - 19�9� Florida Depa,tment of Com~LAni ty Affairs FL-EPL CA r-'.,.D9� I Zi*Zb/VO hill 14;vi rAA VV4 iJJ ilJJ nu rL 4LA,70il, 12/28/199S 11: 47 9042780366 Mf.:UUWAN'S HV47, m.it, ***-*46,*A-A, 4-4-s.. WATER PAEATING SASE AS-DUILT NUM OF x MULT TOTAL TANK VQL.UME Er TANK. N MULT x '--:FEDT"r = TOTAL, 2 E 1)P.m S, PAT 10 ————--————— 3 3SO3. 40 . 94 1, c('10 =160' a 1 . L')o 10, 680.0C, SUMMARY BASE Any-BUILT COOL I NO HEA'r I NG HOT WATER TOTAL. COOLING HEATING HOT WATr,-,'",r':. TOTAL POINTS + POINV3 4- POINTS POINTS PnINTS + POINTS POINTt., PC.)I N I'S 10378.9 6794.2 11409.0 30,lf,132. 0 [Dl A;1 5 10 G8 0. C) 3 EPI 90. 90 12/28/1519h 1.1:4 7 504L7803F6 =UWAN'A PWAU romr- WINTER CALCULATIONS BASE AS-BUILT GLASS----------------- ORIEN APPA x EWPM = POINTE TYPE GC ORTEN AREA Y wrm x wor POINTS ------------------------------------------------------------------------------- N 34- 0Q -10. 6 -360. 4 1 DRL CLR N 6. 0 7. 3 1 . 24 SG.G DBL QLR N 3. 0 7.3 1 . 40 32.4 DBL [".::L k, N 15. 7, J5 1. . 1-1-8 !,,;4.() DBL CLR N 4). 1=1 7. ?1 1 . 29 1 f-48, I E G7. 00 -io& -710. 2 1 DBL CLR E 30. 0 -9. 2 . 01 -222. 6 1 DBL CLR E 15. 0 -9. 2 .62 -85. 6 1 DEL CLR E 9. 0 -9. 2 . 33 -27. 2 1 DBL CLR 5 13. 0 -9. 2 .57 S7. 1.-I S 108- 00 -10. 6 -t144. 8 1 DSL CLR S 15. 0 -28. 4 . 97 -413. ! DSL CLR S 15. 0 -28. 4 . 97 1 DSL CLR S 33. 0 -28.4 -. 09 H0. 9 D8L CLR S 0.0 -20. 4 . 87 -370. 6 DD4 CLR 5 30. 0 -20. 4 .87 -741 .2 W 62-00 -10.6 -657. 2 DRL CLR W 40. 0 -0. 2 -.61 252. -1 DBL CLR W 11 . 0 -9. 2 . 89 -89.8 1 SGL CLR W 11. 0 -3.8 . 16 -6. 7 . 16 x COND. FLOOR I TOTAL GLASS = ADJ. x GLASS AD GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS 1 POINTS -------------------------------------------------------- . 15 11766, 00 271 , 00 . 977 -2vS72.S0 -2. 807. 94 1 -1 , 772M, NON GLASS------------ APEA x BWPM = POINTS Typr R-VALUE AREA wpm roINTS WALLS------------------ Ext 1005. 0 2. 2 2211 .0 1 Ext Wood Frame 11 . 0 1005. 0 3. 70 27:18. 5 Ad 118. 0 1. 6 %0. 0 1 Adj Wood Frame 11 . 0 150. 0 2.GO v6s. ri Ext 20. 0 12. 2 24V0 r Ext Insulated 20, 0 0- 40 1G i. 0 Adj 18- 0 11 . 5 207. 0 1 Adj Insulated 10.0 8. 00 144. CEILINGS----------------- UA 1018. 0 1 . 2 1221 . 6 1 Under Attic 00. 0 1022. 0 1 . 20 1226. 4 1 Under Attic 11. 0 245. 0 2. 00 600. ' Slb 106. 0 0.9 94n. 4 t Slab-on-Grade . 0 106. 0 le.00 1992. 0 Rad 245. 0 1 . 0 331 . 2 1 Rud Wood (Strim-UF I 19. Q 345. 0 . 80 276. 0 INFILTRATION----------- 1766. 0 7. 4 13062. 4 PrActice H22 176610 7. 40- 1206G.,-1 TOTAL WINTER P01=3 11, 909. 4E TOTAL x SYSTM HEATING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT - HEATIN-i WIN PTS MULT POINTS 1 COMPON RATIO MULT MULT MULT POINTS 15,9S9. 4S .55 ES, 7S4. 20 20, CSO. 57 1 .00 1 .070 . 472 1 -000 10, 141 .4-D f s CITY OF 77��(G4i�IWW 12&=4—"y- Office of Building Official REQUEST FOR INSPECTION Date _/a " � Permit No. t 7- Time L71 0 A.M. Received ` P.M. Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing - Footing Rough Wiring Rough Air Cond. & Re Rooting Slab Temp Pole Top Out — Heating Insulation - Lintel Final = Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. aon. Tues. Wed. Thurs. Friday A.M. inspection Made _ _ P.M. J Final Inspection Certificate of Occupancy C Date _�� <, M CITY OF 4 Office of Building Official REQUEST FOR INSPECTION Date Permit No.T Time A.M Received _ �^ �_ Ptat J b dress l/xfity Owner's Name Contractor BUILDING CONCRETE ELECTRICAL MECHANICAL Framing -- Footing Rough Wiring ; Air Coed.& C Re Roofing Stab _ Temp Pole Top Out Heating Insulation "7 Lintel - Final Sewer Fire Place C Pre FabREADY FOR INSPECTION--, Mon. JJ T ' Wed. Thurs. Friday inspection MadcF.M. Final Inspection Certificate of Occupancy Date OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE TH6 J06 HAS N BEEN CO FLET The following additions or corrections shall be Made before the job will be accepted i4-7'�'r�L 2t�"ST c'rzr� 6- AJct—: i,, XJ $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUM T ment for an inspection. Field Inspectors EL are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG PSFi- 11320 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - -_- - PERMIT ;INFORMATIO14 --- -------- -LOCATION INFORMATION �- Pertti t Number: 11320 Address: 1057' LITTLE CYPRESS KEY Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of; Nary. NEW ----------- LEGAL DESCRIPTION --..__ .__- coilst.r'. Type: WOOD FRAME Lot : 19- 11 Block: Section: Prdpoged Use: SINGLE FAMILY 'Iowiship. RNO: 0 Dwelling's: 1 Cade, 0 , Subdivision: SELVA LAKES Estimated Value: $t1.t30 ImproIv. Co9t tr Total Fees : $51.00 Amount d $51.00 D 1/17/9+6 Nark p NTRAL NIA AND AIR INN RESIDENCE APPL I CAT I ON` FEES ----- N CASSI OF, PERMIT $51.00 Ad E CY PRES$ EY NATER IMPACT FEE $0 .00 FLORID 33 S IMPAC �E� �*,Ojlloj 2 RADON GAS-H..R I S. 6 $CI . . �.. .-- INFO ON - RADON' CAL7 % $0.00 Name, CG EATINo AIR�CO I9 CAPITAL IMPROVE. $0.00 Address: 485 LLINS, ROA 09 ARK,, GRID 32073 CROSS CONNECTION $0 .00 Lice :, CAC 9 Type: 3 Std, 11 IMPACT FEE $0 .00 CONST.SURCHARGE .00 new S $f3 0 NOTES: NOTICE--ALL.CONCRETE FORMS AND FOOTINGS MUST 8E INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AF'T'ER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S:LIEN LAW CAN RESULT IN THE PR PER` Y OWNER P,1 YINGTWICE I~ORTHE BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART DF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. KIP AMENT r, x BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLA14TIC BEACH ATLANTIC BEACH, f:_ORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, II, III, and IV. I. Street Address:. � �//_�� LOCATION OF Intersecting Streets: Between _ And BUILDING-diJ Sub-division II. IDENTIFICATION — To be completed by all applicants , In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical McGowan ' S Heating & Air— Contractors Contractor (Print) Cond . Inc . Master CACO-18970 Name of Property Owner Signature of Ownerignature of or Authorized Agent Ar 'tett or Engineer III. GENERAL INFORMATION A• Type of heating fuel: e IS OTHER CONSTRUCTION BEING DONE ON t�Electric THIS BUILDING OR SITE? ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) Residential or ❑ Commercial Hest ❑ Space ❑ Recessed 9 Central ❑ Noor New Building I 9�1"r Conditioning: ❑ Ropm �7Centrel / ❑ Existing Building Duct System: Material's 4'e'--d 'I- 1� ❑ Replacement of existing system Maximum capacity /� U`� c.f.m. New Installation(No system previously Installed) ❑ Refrigeration Extension or add-on to existing system ❑ Cooling tower: Capacity g p m ❑ Other — Specify ❑ Fire sprinklers: Number of heads ❑ Elevator ❑ Menlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps —Inumber) ( �) ❑ Tonle (number) Remarks ❑ LPG container (number) ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Dal$6 ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capacity Number UnItA Description Model Number Manufacturer (�oeuw �r� L 3 b 33 HEATING - FURNACES, BOILERS, FIREPLACES - ty App Number Units Description Model Number Manufactum (9m) A� 0 �� i�lf,�i✓i�'3G'' -�s. � TANKS Now Many NotcinW Capacity Type Liquid Drams of Serial Ap ovmg and Dimanioos Contained Ma:sufaeturer No. fancy &?- CITY OF ATLANTIC BEACH, FLORIDA �t Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE 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. LECTRICAL FIRM: MASTER'ELECTRICIAN SIGNATURE NAME",2DYJ7 a 4nADDRESS: a.,-�F:D�;Box- BLDG. SIZE BETWEEN: RES.( APT. ( 1 COMM. ( ) PUBLIC ( ) INDUS. ( I NEW GOLD ( 1 REW. ( 1 ADDITION ( ) TRAILER (' 1 TEMP.( ! SIGNS ( ) SQ. FT. SERVICE: NEW( +---'INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ) ALUM. SWITCH OR BREAKER AMPS PH W C% VOLT ' -RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA I NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH I FLASHER EACH SIGN FORWARDED TOTAL FEES PSR-$844' 112' COMMENT OF OLl1L61` c CITY OF ATLANTIC BEACH _ PERMIT INFOIIA' I CSN _-_..,._ _-_ ._ _w LC)CAT I ON I NP'tIT I ON PI I< fu tb r , A,ddreos4 �.o5`t' LITTLE CYPRESS KEY--SI F P! rm t TYp : PLUMBING' ATLANTIC BEACH., FLORIDA 32233 Clans of Work: NEW _� _,.�.�. �� _ LEt3AL DESCRIPTION - -'-„--- Covert Type: WOOD FRAMELok r 151 ock Section: Proposed use: SINGLE IAXI,LY ' Tortslxi p : RNG: D D l re s : 1 Code. " C" Stabdiviti row., $ELVA LAKES Zstimat d Valu' : ImprdAv. Cost b:l7t� Tall Poses Amouht d X64 00 D 1/ / dark LtI1 IIC IN NEW HOMES APPLICATION PEES rn " LASSI` � ��0 F, P ITS $64 .00' Add CYPRESS TE 'IMPACT SEE $0 .,00 EACH, PLO ID 2 3 S IMPAC FEE 0 .00 g� 3', -S 57 4 T IN `C T ON _ RADON CA95% Sty k oQ Name,. ' 'E r LtM NG INC. CAPITAL IMPROVE- $0 .00 Add es ,� 364 MUCH �S� � � " 111 R, IJLPI 111 117 CROSS CONNECTION -,$0 .00 Lin Type c 4 SEC H, IMPACT PER $0 .00 CONST.SURCHARGE 00 $CHARt3X/ATS u BCH $td Q NC`STi:S: ALL CONCRETE FOIRMS AND FOOTINGS MUST,B€INSPECTED ,B€FCIA€PQIJRIIN+G PERMIT VOID SIX MONTHSAFTER DATE OF'$ BUILDING MATERIAL;RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AMD HAULED AWAY.BY EITHER CONTRACTOR OR OWNER; I'LUA ' O COMP 1�'1TH.T�IE M��HAl�1� '� �.� L AN ►!�1 fit �#.T IN THE PR+ I*0i Y 0WNR,AAYII�GT1NICE Ft�F�T�� 1!f i IIUIP Ip►1/��11ENI aSt D ACCO RDING TO APPROVED PLANS.WHICH ARE PART OF THIS PERMIT AND.SUBJECT TQ RIrV{�CATfUN Ft�f� II LATKK3NN C}f=APPLICABLE PROVISIONS OF L ►W. �` k7 w. . .. �l1`I.Af ffC ACHBUILDINGDEPARTMENT ' yfI�. tS 1/tI9J96 4f a CITY OF ATLANTIC' BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION : ! OWNER OF PROPERTY:. PLUMBING CONTRACTOR CONTRACTOR' S ADDRESS : STATE LICENSE NUMBER: �eo 16-4-el S4/ TELEPHONE HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS I DISHWASHERS URINALS DISPOSALS CLOSETS 1 WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904) 247-5834 r1HLL HIL NCH TEL No .2475805 Apr 3 ,95 15 :31 No -010 P .04 SECTION a - (All other Applicants) 1 . Property Zoning: 2 . SubmiL the following: SITZ FLAX/TRUR BURVU iadiceting: a) Site topography, existing and proposed grades b) Existing and proposed structures c) Location of all trees w/DBl1 of sin Inch** or more d) Tree species and sizes e) Trees to be retooved should be clearly worked f ) frees to be relocated should be olearly nwrked q) Location of any proposed replacement trees h) identify traao of special or unique characteristic i ) Idenity trees within 10 teat of donrtrvetion areas j) Show location and type of tree protective barriers k) Location of utilities, accesses and easements 1 ) Location of vehicle travel corridors M) Location of commercial sprinkler/irrigation systems n) stna;&.� ) o) Staging areas for equipment end matortal storage s . All trees identified for removal must be marked on site by X" tiagging or tape. SECTION C i agree to comply with the rules and practices established in Chapter 23. ArtxCAe 11 df the Code Ot Oroinaheas of Atlantic Beach. Own s pnature Date CITY via vilix Applicant has complied with all provisions of Chapter 22 and requxrements of the Tree Conservation Board. Tree Conservation Board Designee Date NOTE: "free protection tot guilders and Developers' is available at City Nall or grow the Divisl,00 at forestry, 8919 Nest shover Street, Jacksonville. !b 32220. (981-1434) 0 3 ' 4 � Y W w VIA r3 co 0 W cow w ' S Job: (5-1060) UNIT B T1 20'8" HIPS 7'0" 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. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 780 760 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.38 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) , DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. 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. *** UPLIFT xxx I *** HANGER *xx H5 = -455#(Jacks Only) I HUS26 = + 2751# -12860(10d 1ply) MTS12 - -1000! 1 HUS26 - + 3315/ -1550#(16d ipiy) MTS12 - -2000#(2 Each) I HHUS48 - + 4299! -1660#(JOd 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 2ply) MT7288 = -4455#(2 Each) (16d)I HGUS48 = + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) , 1 HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 20'8" -1 7, T 6'8" 7• 5X4 3X4 5X4 to 1.5X3 1.5X3 to 7 U7- 3X6 3X6 (B 1) 3X6 (B 1) a 5 '8' 1" X X5 20'8 7 !`-_ ___6 8" --7 ---�� R=1991# W=3"8 -2115# -2150 R=19910 W=3"8 TAG = T1 SED: 10166 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY - 1 TOTAL = 1 REV. 17.3_q SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. RE INC. TRUSSES OUIRE EXTREME URE 04/14/95 TC LL 30 . 0 PSF REF *IMPORTANT*X SHALL NOT BE RESPONSIBLE FOR ANY A RN I NG IN NANOLING, ERLCTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE HIB-91 BY TPI. SEE THIS DESIGN Slttl111"T�� TC OL 7.0 PSF DATE 04/14/95 FAILIAIE TO BU/LO THE TR1155 IN CONFORMANCE WITH OST88 By TPI. FOR A0011IONAL SPECIAL PERMANENT BRACING RE ` F •�� O� ALPINE CONIECTORS ARE MADE OF 20GA GAL V. STEEL MEETING ASTM DviREMEWTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10.0 PSF ORWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORO * BC LL w 0 .0 PSF CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARD'S WITH PROPERLY AtTACHEO RIGID CEILING-- SEE - $TATE OF j0 T.LD. 4 7• 0 PSF O/A LEN. 2 0-8-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER - SEAL ON THIS DRAWING APPLIES TO TME COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ACT Q'` OUR.FAC. 1 .33 IN ONLY, AND SWILL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. IANEE�.�• SPACING SEF AHnVF IT110c HT PS Job: 5-1060 UNIT T2 20*8* HIPS 9'0" THIS DW, PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP f2 N UPLIFT NA: 410 410 WEBS 2x4 SP 13 BRG.LOC (FZI: 0.00 20.38 TRUSS OESI611ED FOR 100 MPH WIND• 15.00 FT MEAN HEIGHT• WITH DEAD t9AD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED ON FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8-50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ----------------------------------------------------------- ---- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (0-Gravity (-)=Uplift ---------—-------------------------------------------------- 11xr UPLIFT W*x ) N1t11 HANGER X*w H5 455f(Jacks Only) I HUS26 - + 27510 -12860(1Od 1ply) MTS12 - -tM# I HUS26 - + 3315f -15501(]6d 1ply) MTS12 20001(2 Each) I HHUS48 - + 4299f -]660100d 2ply) MTT288 = -37861(2 Each) (10d)I HHUS48 = + 5180f -2000#(16d 20y) MTT26B = -4455#(2 Each) 06d)I HGUS48 - + 66400 -21991(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) C5150 - -1880#(Each) I HGUS5.5- +]13351 -39451(16d 3ply) -------------------------------------------------------------- REFERENCE iQMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9' - -i- 2-8-- -Im 9. -� 4X5 4X5 to 1.5X3 1-5X3 7 p to 3X4 (A 1) 314 (AS) � 5 4 X4 3X 4 7 1" f �7� 20.8 R=1070# W=3"8 R=1070# W=3"8 TAG = T2 SED: 10170 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17,3q SCALE =0.2500 ALPINE ENGINEERED PROOUCTS. INC. TRUSSES REQUIRE EXTREME DINE 04/14/95 TC LL 30.0 PSF REF )(*IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION MW DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS OES01 �1,tTU5„� •� T C OL 7 O PSF OA TE 04/14/95 FAILURE TO BUILD THE 781/55 IN CONFORMANCE MITH 0$tB8 BY TPR. FOR AOOIT IONAL SPECIAL PERMANENT BRACING - ` v 5(i06 - ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE tN01CATE0. W - _ BC DL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRAZED WITH PNMDIL /. M S K E TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTA0O PLYWOOD SHEATHING, BOTTOM CNW W BC LL 0 0 PSF CONNEC70PS PER DRAWINGS 130. 150 C ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --a STATE OFTOT.LD. 4 7•0 PSF D/A LEN. 2 0-8-0 CONFORM*/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PREyI L 0 RIOT P SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TNM Q OUR.FAC. 1 .33 IN ONLY. ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. .... ISPACING ?4.0" Tvar HTPZ'i --- --- -•-- •.r..-••-� .." _ .�� MATIMAN OFCIGM OD SPECIFICATION FOR MOCONSTRHrt'TINM Job: 5-1060 UNIT 8 T3 20'8" COMMON 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. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 410 410 WEBS 2x4 SP #3 BRG•LOC (FT): 0.00 20.38 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. -------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+1-Gravity (-)-Uplift --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 - -455#(Jacks Only) I HUS26 = + 27510 -12860(10d iply) MTS12 - -1000# I HUS26 - + 3315# -1550#06d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(i0d 2ply) MTT288 - -37860(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 2ply) MTT268 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500060 2ply) CS150 - -1650#(Each) . I HGUS5.5- +113350 -3945#06d 3ply) -------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10'4" + -10'4" —1 4X4 1 .5X3 1 .5X3 0 Q 7 F,;- U:3 t3X4 (Al) 3X4 (AI) 4 58 1 X �- -T 20'8" R=107O# W=3"8 R=1070# W=3"8 TAG = T22 SEG: 10172 PLT . TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL = 4 REV. 17.3Q SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIREEXTREME CARE 04/14/95 TC LL 30 .0 PSF REF X I MPOR T A N T lE X SMALL NOT BE RESPONSIBLE FOR !MYWARNING IN HANDLING, ERECTION AND �n -VIIIEEVF,' TC DL 7 .0 PSF DATE 04/14/95 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI SEE THIS DESIGNFAjLURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05T88 BY TPI. FOR ADDITIONAL SPECIAL PERMAMEBI SPACING RE - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE MICATEO. TOP - - BC OL 10 .0 PSF DRwG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY GRACES IRTH PROPER 0 .0 PSF MSK TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL CONNECTORS PER DRAWINGS 130, 150 G 160A-F. DESIGN STANDARDS KITH PROPERLY ATTACHED RIGID CEILING -- SEE _ TOT.LD. 47• 0 PSF O�A LEN. 2O-8-O CONFORM M/APPLICABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/4p FOR PROPER ?`SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORYMALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 . 33 IN ONLY• ANO SHALL NOT BE RELIED UPON IN AMY OTHER MAY. DESIGNTO THE TRUSS ERECTION pHRACTOR, SPACING 24.O" TYPtr COMM •--TPI - TRUSS PLATEINSTITUTE NOS 99 NATi NA OE GN PE i ATI F i N �NNN NNNN�� Job: 5-1060 UNIT 8 T4G 6'0" RBC 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. (1991 SBC) BOT CHORD 2x4 SP 12 N UPLIFT (LB): 120 PLF WEBS 2x4 SP 03 BRG.LOC (FT): OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. -------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. TYPICAL SIIPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift -------------------------------------------------------------- SHIM ALL SUPPORTS TO SOLID BEARING. *** UPLIFT **x I NOW HANGER N*N H5 = -455#(,lacks Only) I HUS26 = + 2751+1 -12860(10d 1ply) ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. MTS12 - -1000# 1 HUS26 = + 3315# -15500(16d #ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(fOd 2ply) MTT288 - -3786#{2 Each) (1001 HHUS48 - + 51800 -2000#06d 2ply) MTT288 - -44551(2 Each) (16d)I HGUS48 - + 6640# -2199#(JOd 2ply) MST60 - -4688#Wer 2ply) I HGUS48 - + 80001 -26500(16d 2ply) CS150 - -16500(Eachl I HGUS5.5- +113351 -39450(16d 3ply) --------------------------------------------------------------- �� 14 •S"9 REFUCNCE HOLMES_LUMBER ?FTAJ�H JHEET FOR UPLIFT/HANGER DETAILS 4X4 3X4 3X4 r+ r, 7 m 3X4 (A0 10'1' 3X4 (A 1) ro _r5 8'1" 3X4 3X7 3X3 m L 20 4"8 _f1 26. R=1069# W=3"8 R=860# W=3"8 R=134 Of W=5'4" TAG = T3 SEO: 10176 PLT . TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL = i REV. 17.3a SCALE =0.2500 ALPINE ENGINEERED PROOUCIS, INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF AEF t X I MPOR T AN T NX SHALL N07 BE RESPONSIBLE FOR ANY ARNING iN HANDLING. ERECTION AND �7DEVIATION FROM iNiS DESIGN q7 TNESE SPECIFICAT10N5, OR ANY BRACING- SE£ NTB-91 BY TPI. SEE SNIS DESTGN �T � - TC DL f .0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH QS7B8 BY 7P). FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , � - ALPINE CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM OUIREMEWTS. UNLESS OTHERWISE INDICATED. TOP BC DL 1O •O PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER I 5606 - 0.0 PSF MSK 7RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.L D. 47 .0 PSF D/A LEN. 26-0-0 C0T60RN W/APPLICABLE PROVISIONS OF NDS C 7P7. AN ENGINEER'S ALPINE TECTNICAI UPDATE 17/5!411 FOR PROPER 0 qlop ?` SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �' Q ;= DUR.F AC. i .3 3 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTTER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. I7VEE -TP . MUS AT NSi TUT NOS " NAT A IF ATION FOR* TRUC7ZON_,__.-_. ,'��/�r�,�.TTT``` SPACING 24.0" TYpF SPEC Job: 5-1060 UNIT B T4 26'0" RBC THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. " TDP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 400 400 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.38 25.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- (A) 1X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS Bd NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY (+).Gravity (-)-Uplift ERECTION CONTRACTOR. --------------------------------------------------------------- *** UPLIFT **1I I xxx HANGER 1[x1[ A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 = -455#(Jacks Only) I HUS26 = + 27510 -1286#(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 - + 33150 -1550006d iply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) SHIM ALL SUPPORTS TO SOLID BEARING. MTT260 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 = + 66401 -21990(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5= +113350 -39450(16d 3ply) --------------------------------------------------------------- �� 14'8"9 REFER NCE HOLMES LUMBER ?YAIL.�HEET FOR UPLIFT/HANGER DETAILS 4X4 1 7 1.5X3 Ln 1 .5X3 (A) 7 p m 3X4 (A S) 10' 1" 3X4 (A 1) rd A3 I" X4 X4 3X3 ( r 20'4"8 V3r 5'4" ----{ I— }- 26' R=1051# W=3"8 R=1274# W=3"8 R=316# W=3"8 TAG = T23 SEQ: 10178 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 1 TOTAL = 1 REV. 17.3a SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIPE EXTREME CAPE 04/14/95 TC LL 30 .0 PSF REF 1E I MPOR T AN T WK SHALL N07 BE RESPONSIBLE FOR ANY 14ARNING IN HANDLING, ERECTION AND ,I„ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE HIB-9i BY IPI. SEE THIS DESIGN _ � s �.�,' TC OL 7 .0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE W17H OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMEMTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG \\U\\ A446 GR B EXCEPT AS NOTED. APPLY CONKC70PS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 55606 MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOW W - BC LL 47 .0 0 .0 PSF CONNECTORS PER DRAWINGS 130. 150 0 1BOA-F, DESIGN STANDARDS WITH PAOPEFLV ATTACHED PIGIO CEILING -- SEE STATE OF TOT,LD. `�7 .O PSF 0/A LEN. 26-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/911 FOP PROPEP �, P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED FERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' t O p10 Q'` OUR,FAC. 1 .33 IN ONLY,.AND SHALL NDT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. I"rt ` SPACING 24.0" 1TV0P SPFr " Nk Job: 5-1060 UNI T5G 6'0" DTC GABLE THISOMG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TR SS MFR. TOP CHORD 2x4 SP 012 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 120 PLF WEBS 2x4 SP 43 BRG.LOC (FT): OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100 MPH WINO, 19.53 FT MEAN HEIGHT, 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. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS GABLE END WILL SUPPORT UP TO 2'0" OVERHANG ALONG THE TOP (+)-Gravity (-)=Uplift CHORD. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD -------------------------------------------------------------- VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO sum UPLIFT xxx I xxN HANGER NNW TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING H5 - -4554(Jacks Only) I HUS26 = + 27514 -1286#00d 1ply) DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE MTS12 - -1000# 1 HUS26 - + 3315f -1550#06d 1ply) RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO MTS12 - -2000f(2 Each) I HHUS48 - + 4299# -1660#(IOd 2ply) SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. MTT288 - -37864(2 Each) 000 HHUS48 - + 518001 -2000#(16d 2ply) MTT288 - -44554(2 Each) (16d)I HGUS48 = + 6640# -21994(10d 2ply) THE BUILDING DESIGNER 1S RESPONSIBLE FOR THE GABLE SHEAR WALL MST60 - -4688#(Per 2ply) I HGUS46 - + 8000f -26500(164 2ply) DESIGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS. AND CS150 - -1650#(Each) I HGUS5.5- +1133501 -3945#06d 3ply) ALL TRUSS TO WALL CONNECTIONS. -------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS FOR GABLE STUD VERTICALS. UNLESS OTHERWISE NOTED: FOR VERTICALS LESS THAN 4'0": 1.5X3 ALPINE, 13 WOOOLOC. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. FOR VERTICALS GREATER THAN 4'0': 2X4 ALPINE, 23 WOODLOC. 1�3' � 3' 3X4 v 7 p CHI .N 2X4 (D1) X4 (D1) ---e�e �18'7"12 6 R=94 plf W=6' TAG = T18 SEO: 10182 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.3a SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXINENE CARE 04/14/95 TC LL 30 .0 PSF AEF t xIMPORTANTxx SHALL NOT BE RESPONSIBLE FDR ANr ARNING IN HANDLING. ERECTUN AND II,,,, ^7DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE FORS DESIGN ��' �� - TC DL ! .0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OS188 BY TPI. FOR ADDITIONAL SPECIAL PERMANENI OWING RE ` � '� /�ALPINE CONNECTORS ARE NAM OF 20GA GALV. STEEL MEETING ASTM QUIPEMENTS. UNLESS OTHERWISE INOW,41$ TOP - - BC DL 10 .0 PSF DRWG M46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATEPALLY BRACED WON PROPER - 5606 - BC LL 0 0 PSF MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGK POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W CONNECTORS PER DRAWINGS 130. 150 C 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILIM-- SEE - STATE OF - TO T L D. `�7 •0 PSF D/A LEN. 6-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/9tl FOM tAROPER S E O RTO SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A C®Fw THIS �, � Q � DUR.FAC. i .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONROCIBR. E-corn , "--TPS - TRUSS PLATE INSTITUTE NDS• 1 1 NATIONAL DES SPECIFICATION FOR ONST ''N'MNN 11N,H,� SPACING 24.0" TYPE DG A BL i w on: 5-1060 UNIT B T5 '0" COMMON 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. (1991 SBC) 80T CHORD 2x4 SP #2 N UPLIFT ILB): 210 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 6.00 TRUSS DESIGNED FOR 100 MPH WIND, 19.70 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIR A 4.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ---------------------------------------------------------4---- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EDUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)=Uplift -------------------------------------------------------------- *** UPLIFT *** *** HANGER *** H5 455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -15501(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(IOd 2ply) MTT28B - -37660(2 Each) (10d)1 HHUS48 - + 51800 -20000(16d 2ply) MTT26B - -4455#(2 Each) (16d)1 HGUS48 - + 6640# -2199#(fOd 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 3 1 16d TOE-NAILS AT TOP CHORD. --3' ------�-k- 3' 1"8 ---� T 3X4 N 2X4 (A 1) X4 (Al) 4'5 18'7"12 1 -4- + 6� R=412# W=3"8 R=251# W=1"B TAG = T19 SED: 10190 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = i TOTAL = 1 REV. 17.3o SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF AEF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FRGM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE 1MIS DESIGN �TUS� E��,, TC DL 7 .0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE*ITN OST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENE OWING RE , - ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. U.LESS OTHERWISE tNwuTED. TDP - - BC DL 10 .0 PSF ORWG AAA6 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED 111TH PROPER S6OB 1( TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHOP * - BC LL O •O PSF MSK CONNECTORS PER DRAWINGS 130. tS0 C t60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE - sraTe OF _ TOT.LD. 47 .0 PSF D/A LEN. 6-0-0 CONFORM W/APPLICABLE PROVISIONS OF HAS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER * TT SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A ODP, OF THIS EO RIO IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CO.1111KTO7. INE11r ems` OUR.FAC. 1 33 .__ioi - TRH,ea a ATF TNST7TUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR HOOD CONStR11Ci/Ok ,�'11t 1,RHHU�` �` SPACING 24.0" ITYPF COMN Job: 5-1060 UNIT B T6 6'0" )-IIPM 4'0" THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 200 WEBS 2x4 SP 03 SRG.LOC (FT): 0.00 6.00 6.00 TRUSS DESIGNED FOR 100 MPH WIND, 19.99 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' ENO ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. -----------------------------------------------------------r--- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- XXX UPLIFT XXX I XXX HANGER XXX H5 = -455#(Jacks Only) I HUS26 - + 27510 -1286#(10d iply) MTS12 = -1000! I HUS26 = + 3315! -1550l1i6tl iply) MTS12 -2000#(2 Each) I HHUS48 - + 42990 -1660000d 2ply) MTT286 -3786#(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 66401 -21990(JOd 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -26501060 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 3 116d TOE-NAILS AT TOP CHORD. R=78# W=f'RBVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. ------ 4' ---�---2' 1"8 --1 4X4 21'0"9 Uf7 Ul OD � P 00 CV CV -F- 2X4 (A 1) 4"5 18'7"12 1_ ii T 2X2 1 I` -4" 6 '-1 I` R=406# W=3"8 R=179# W=1"8 TAG = T20 SED: 10188 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.3a SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF AEF \2 )(*IMPORTANT)()( SHALL NOT BE PESPONS18LE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNdtIE TC DL 7 .0 PSF DATE 04/14/95 FAILURE TO BUILO TIE TPU55 [N CONFORMANCE WITH OSTBB BY TP]. FOR ADDITIONAL SPECIAL PEPMANENT BRACING/E - - ALPINE CONNECTORS APE MADE OF 2OGA GALV. STEEL MEETING ASTM WIREMENTS. UNLESSOTHEPMISE INDICATED. TOP - BC DL 10 •0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED MITH PROPER - - MSK TRUSS AIA UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDBC LL 0 •0 PSFCONNECTORS PEP DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS MITH PROPERLY ATTACHED RIGID CEILING -- SEE - T 0 T.LO. 47 .O PSF O/A LEN. 6—O-0 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.1 NAT A 5 GM C F AT F T T N '��IR �R,1111�� SPACING 24.0" TYPE CONN .__101 - TMK%PLATE INSTITUTE._ __. `C_ Job: 15-10601 UNIT $ T7 6'0" MONO 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. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 310 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 6.00 6.00 TRUSS DESIGNED FOR 100 MPH WIND. 20.58 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' ENO ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ----------------------------------------------------------- --- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)=Uplift --------------------------------------------------------------- RMM UPLIFT k11M I N11N HANGER xxx H5 = -455#(Jacks Only) I HUS26 - + 2751# -12860(10d )ply) MTS12 = -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 -20000(2 Each) I HHUS48 - + 42990 -16600(IOd 2ply) MTT269 - -3786#(2 Each) (10d)1 HHUS48 = + 5180# -2000106d 2ply) MTT268 - -4455#(2 Each) (164)1 HGUS48 - + 6640# -21990(fOd 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) -------------------------------------------------------------- R=186MEWntft HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 3 ) 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. 22'2" to 0 7 F,,- 2X4 2X4 (A 1) 4"5 __018'7"12 1 -4- -� 6 R=412# W=3"8 R=65# W=1"8 TAG = T21 SEO: 10186 PLT. TYP.-ALPINE DESIGN GAIT=TPI OTY = 1 TOTAL = 1 REV. 17.3a SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REBUIRE EXWME CAPE 04/14/95 TC LL 30.0 PSF REF t XIMPORTANTXX SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND -7DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE MCS DESIGN YT, HN, TC OL / .0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SWING,RE ` - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIRENENTS. UNLESS OTHERWISE ImaKATEO. TOP - - 8C DL 10 0 PSF DRWG AA46 GP B EXCEPT AS NOTED- APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACEO INTH PROPER - 56D6 - MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOITOM CHORD M BC LL 0 O PSF CONNECTORS PER DRAWINGS 130. 150 C I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF TOT.LO. 47•0 PSF 0/A LEN. 6`0'0 LE PROVISIONS OF AIDS C TPI. AN ECHNICAL TE 1 FGP SEA ON THIS DRAWCONFORM ING APPLIES TO THE COMPONENT DEPICTED HERE ORYNALITAPPLICATION.AFURNISH,AICVX 4W THHEIS E O RSOP Q P IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTAIILTOR. ��F OUR.FAC. 1 33 INISPACING 24.0" TVOC: rnmN •--TPI ` TRUSS-PLATEINS_t_ITUT� __NOS. 1991 NATIONAL DESIGN SPECIFICATION FOP HOOD CONCTRHCT/M a Job: 5-1060 UNIT T8 7.0" HIPM 6.0" THTSUM6. PREPARED FROM COMPUTER INPUT LOADS S DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 0 991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT I.B): 220 320 WEBS 2x4 SP #3 BRG.LOC IFT): 0.00 6.75 TRUSS DESIGNED FOR 100 MPH WINO, 20.58 FT MEAN HEIGHT, WITH DEMO LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. ------------------------------------------------------------- THIS GIRDER DESIGNED TO CARRY 06-00-00 FRAMING TC/BC SPLIT TWICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTHER M-Gravity (-)-Uplift SIDE. ------ ---------------------------------------------------- tm UPLIFT WWII I Wxx HANGER NNM A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 = -455#(Jacks Only) 1 HUS26 - + 2751# -1266#00d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 - + 33150 -1550#06d 1ply) MTS12 --2000#(2 Each) I HHUS48 - + 42990 -1660000d 2ply) MTT288- -3786#(2 Each) (10d)l HHUS48 - + 5180# -20000(16d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 = + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -26500(16d 2ply) CS150 --1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS L PROVIDE RANGER AT RIGHT END OF TRUSS FOR 629.39 LBS. 6• ^T' 1 5X6 3 1.5X3 o 2X4 (Al) T 4"5 18'7'12 X4 7' _I 3X3 R=687# W=3"8 R=629# W=3" TAG = T17 SEQ: 10194 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.30 SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTIM COW 04/14/95 TC LL 30 .0 PSF REF t RIMPORTANT**$HALL NOT SE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECMW'AND - TC DL 7 .0 PSF DATE 04/14/95 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H18-9t BY TPI. SEE THISESIGNgr,,Ev�r�.q. FAILURE TD BUILD THE TRUSS 1N CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT ONNOM RE '\\\ ALPINE CONNECTORS ARE MADE OF MA SAM STEEL MEETING ASTM OUIREMENTS, UNLESS OTHERWISE INOIGUNK TOP - - 8C DL 10.0 PSF DRWG A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED MIM/0 ER MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTMWCHOM13C LL O O PSFCONNECTORS PER DRAWINGS 130. 150 C %GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILti—SEE = T0T.LD. 47.O PSF 0/A LEN. 7-O'O RM OF C IPI. AN ECHNICAL SOON THISS ORI AMINE APPLIESCABLE OIO TSENCpMPONENI DEPICTED HERE GRYW LINEER'S ALPINE TAPPLICATIONOAFURNISHTE /ASCOPr< ISPDUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTARI�1. r• - *ate. a.*� *.K*TT++TF •We. ,oat NATIONAL DESIGN SPECTFTCATroN FRp--rroxTRr,- SPACING, RFF ARnVF TVoc HTPM i Job: 5-1060 UNIT B T9 26'0 HIPS 7'0" THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP 03 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) SPECIAL LOADS UPLIFT (LB): 1150 MO -------------------------------------------------- BRG.LOC (FT): 0.00 25.71 TC - From 74 PLF at -1.33 to 74 PLF at 7.00 TRUSS DESIGNED FOR 100 MPH WIND, 20.87 FT MEAN HEIGHT TC - From 156 PLF at 7.00 to 156 PLF at 19.00 WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . TC - From 74 PLF at 19.00 to 74 PLF at 27.33 ENCLOSED OR FULLY OPEN BUILDING. BC - From 20 PLF at 0.00 to 20 PLF at 7.00 --------------------------------------------------------------- 8C - From 44 PLF at 7.00 to 44 PLF at 19.00 TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS BC - From 20 PLF at 19.00 to 20 PLF at 26.00 (+)-Gravity (-)-Uplift BC - 635 LB Concentrated Load at 6.00 --------------------------------------------------------------- BC - 569 LB Concentrated Load at 19.00 xxx UPLIFT xxx I xxx HANGER xxx H5 -455#(Jacks Only) I HUS26 - + 2751# -1286#(106 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#06d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#00d 2ply) MTT288 - -3786#(2 Each) (10d)( HHUS48 = + 51800 -2000#(16d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS SPECIAL LOADS -------------------------------------------------- TC - From 74 PLF at -1.33 to 74 PLF at 7.00 TC - From 156 PLF at 7.00 to 156 PLF at 19.00 TC - From 74 PLF at 19.00 to 74 PLF at 27.33 BC - From 20 PLF at 0.00 to 20 PLF at 7.00 BC - From 44 PLF at 7.00 to 44 PLF at 19.00 BC - From 20 PLF at 19.00 to 20 PLF at 26.00 BC - 635 LB Concentrated Load at 5.00 BC - 569 LB Concentrated Load at 19.00 26' _I �--7' - 12' _7* - -� 5X6 I&X3 3X4 5X6 T �5X3 1 .5X3 4'5'5 1 4X6(84)T4X6 (B4) 18'7"12 5 3X5 3X94X5 3X6X 26' }--6' 13' 7' ---{ R=2598# W=3"8 .n. R=2516# W=3"8 TAG = T14 SEG: 10201 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17.3a SCALE =0. 1250 ALPINE ENGINEERED PROOUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF _ t *IMPORTANT*N SHALL NOT BE RESPONSIBLE FOR ANV ARNING IN HANDLING. ERECTION AND 11,10,DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACTNG. SEE HIB-91 BY TPI. SEE THIS DESIGN VIIE ' � - TC DL 7 .0 PSF DATE 04/14/95 FAILURE TO GUILD THE TRUSS IN CONFORMANCE WITH OSTM BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE -ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTSUNLESS OTHERWISE INDICATED, TOP BC DL 10 •0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - TRUSS AMO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 0 PSF MSK CONNECTORS PEP DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - _ T 0 T.LD. 4 7 .O PSF D/A LEN. 26-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPERSEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALLAPPLICATION. FURNISH A COPY OF THIS • ' OUR.FAC. 1 .33 1N ONLY, AND SHALL NOT BE RELIED UPON IN ANY 07HER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �W--TPI - TRUSS AT INSr TUT NDS- 991 NAT A IGN F A7 ONFO WOOOCOMSTRUCTION '�01„,�OT�`' SPACING SEE ABOVE T VPF HIPS S Job: 5-1060 UNIT B T10 6'0" HIPS 9'0" 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. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 590 590 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WINO. 21.45 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 6.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ----------------------------------------------------------^�--- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (+)=Gravity (-)=Up l i f t -------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 = -4550(JackS Only) I HUS26 - + 2751# -12860(10d 1piy) MTS12 = -10000 1 HUS26 - + 3315# -1550#06d 1ply) MTS12 = -2000#(2 Each) I HHUS48 - + 42990 -1660#(10(j 2ply) MTT26B -37860(2 Each) (10d)I HHUS48 = + 51800 -2000#(16d 2ply) MIT288 -44550(2 Each) (16d)I HGUS48 - + 66400 -2199#(IOd 2ply) MST60 = -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(160 2ply) CS150 -1650#(Each) I HGUS5.5- +11335# -3945#0 6d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9' 4X5 3X4 4X5 1 .5X3 1 .5X3 7p in 3X4 (A I) 3X4 (Ai) X X X 18'7"12 �- -}- 26' R=1321# W=3"8 R=1321# W=3"8 TAG = T15 SEO: 10203 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.30 SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30 .0 0 PSFrE t *IMPORTANTWX SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND /`�OEV1A710N fRDM iN15 DE51GN OR THESE SPECIFICA7[ONS, DR ANY BRACING. $EE NIB-9) 6Y TPU. SEE TMJS DESIGN "{ E � TC DL 7 V PSF E 04/14/95 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH QSTBB BY TPI. FOR ADDITIONAL SPECIAL PEFwNENT SPACING RE ` vus � +ALPINE CONNECTORS ARE MADE OF 2064 6ALY. STEEL MEETING ASTM OUIRENENTS. UNLESS OTHERWISE INDICATED. IOP - BC DL 10 PSFG AAA6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTAC14ED PLYWOOD SHEATHING, BOTTOM CHORD x BC LL 0 .0 PSF MS�7KG t1C04MCIDAS PEP DRAWINGS 130. 150 Q 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE of _ TOT,LD. 47 O PSF LEN. GV_0-0 CONFORM*/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER ' Q'� SEAL ON 114IS DRAWING APPLIES 10 THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �' ()UR.FAC. 1 .33 IN OWLY• AND SHALL NOT BE PELTED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, C �/YE t^_. Mm- 1991 NATIONAL OEStGN 5PECiFICATION FOR MOOV CONSTAUCTION �'+++I++++`` SPACING 24.0" ITYPP HIPS Job: 5-1060 UNIT B T11 6'0" HIPS 11 '0" THIS DWG. POEPARED FROM COMPUTER INPUT tLOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 11991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 590 590 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED EOR 100 MPH WINO, 22.03 FT MEAN HEIGHT, WITH DEAD LOAD 6F 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD, ENCLOSED OR FUULY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. WITHIN A 8.50* END ZONE FROM EDGE OF THE ROOF,-------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, TYPICAL SI#PSON OR EQUAL UPLIFT/HANGER REOUIREMENTS 1+)-Gravl ty (-)-Uplift ------------------------------------------------------------- WWW UPLIFT Wex I WIIM HANGER WWW H5 - -455#Llacks Only) I HUS26 - + 2751# -1285#(10d 1ply) MTS12 -10000 I HUS26 - + 3315# -1550#(16d 1ply) MTS12 = -2000012 Each) I HHUS48 - + 4299# -1660#(IOd 2ply) MTT288 = -3786192 Each) (10d)I HHUS48 = + 5180# -20001(16d 2ply) MTT288 - -44550t2 Each) 1560)) HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -46680IPer 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) GS150 16501iEach) 1 HGUS5.5- +11335# -3945#(160 3ply) ------------------------------------------------------------- REFERENCE HOLMM LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4' 5X5 5X5 1.5X3 1.5X3 rn 7 to 3X4 (AS) 3X4 (AS) 4 5 187"12 XQ X4 4 X 26' R=132111 W=3"8 R=13210 W=3"8 TAG = T24 SEQ: 10205 PLT . TYP,-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.3a SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES AEGUIRE EXTREME CAPE 04/14/95 TC LL 30.0 PSF REF 2 *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLUNG. ERECTION AND �N DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MID-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF GATE 04/14/95 �Tt" (I FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS TB6 BY TPI. i0R ADDITIONAL SPECIAL PERMANENT BRACING RE - , ALPINE CONNECTORS ARE MADE OF ZOGA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - eC OL 10.0 PSF D RWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND LESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHDPO 7.W BC L L 0 .0 PSF MSKUN CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LD. O 47 .0 PSF O/A LEN. 26-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER - C RIOA R SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS - Q ()UR,FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED WON IN ANY OTHER MAY. DESIGN TO THE tRUSS ERECTION CONTRACTOR, INE _.. ___. ..._._.... .,�......_........,.._._..-__..__.. _ ._ ��'•,. ...� CDAF`TNIG 'JA A" UTtIC Job: 5-1060 UNIT T12 26'0" COMMON THIS DWG_ PREPARED FROM COMPUTER INPUT JLOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LIS: 590 590 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WIND, 22.62 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) , DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ---------------------------------------------------------=�--- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EDUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)-Uplift -------------------------------------—----------------------- xxx UPLIFT **x I xxx HANGER xxx H5 455#(Jacks Only) I HUS26 - + 2751# -12860(10d NpIy) MTS12 - -1000# I HUS26 - + 33151 -1550#(16d 1ply) MT512 -20000(2 Each) I HHUS48 - + 4299/ -1660#(10d 2ply) MTT288 -3786#(2 Each) (10d)1 HHUS48 = + 5180# -200041(16d 2ply) MTT288 = -4455#(2 Each) (16d)( HGUS48 - + 6640# -2199#(10d 2ply) MST60 46860(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 = -16500(Each) I HGUS5.5- +113350 -3945#(16d 3ply) -------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 13' -{- 13' —- 4X4 .-1 1.5X3 1 .5X3 7U;;- 3X4 (Al) ;;-3X4 (A1) 3X4 (A1) 4 5 X4 X4 X 18'7"12 26' `-{ R=1321# W=3"B R=1321# W=3"8 TAG = T25 SEO: 10207 PLT. TYP,-ALPINE DESIGN CRIT=TPI QTY = 4 TOTAL = 4 REV, 17.3a SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CUE 04/14/95 TC LL 30.O PSF REF )(*IMPORTANT)()(SMALL NOT BE RESPONSIBLE FDR ANYWARNING IN HANDLING. ERECTION AM (� \ DEVIATION FROM THIS DESIGN 011 THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DES1W WK '] O PSF DATE 04/14/95 FAILURE TO ILD THE TRUSS IN CONFORMANCE WITH 09108 BY 7P1. FOR ADDITIONAL SPECIAL PERMANENT BRACI TC DL /AE - ` v - \\`\`\/� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED, IV - - BC OL 10.0 PSF ORWG A446 GP B EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CMM W ' BC LL 0 .0 PSF F� CONNECTORS PER DRAWINGS 130, ISO G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEF STATE OF TOT.LD. 47 .0 PSF DSA LEN. 26-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE TE (7/1/911 FOR PAWER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF ■1[S �. O AtO,,pt 9 7; OUR.Fac. i .33 IN ONLY, AND SHALL Wi BE RELIED UPON IN ANY OTHER WAY. DESIGN i0 THE TRUSS ERECTION CONTRACTOR. INEEnJ.� —T.1 - T. l PIATF TNCTITI11F M e . Noa. N.TT�".i rc"+eM=P«.�T�.,T . e" . K."r.. .. N...... 1 SPArMr, PA 11" IT,oc rnMN Job: 5-1060 UNIT B T13 26'0" VLT HIPS 7'0" THIS DWG. PREPARED FROM COMPUTER INPUT LOADS E. DIMENSIONS SUBMITTED BY TRUSS MFA. TOP CHORD 2x4 SP 02 N BEARING BLOCKS: NAIL TYPE: 0.131x3.0-gnails BOT CHORD 2x4 SP #2 N BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK WEBS 2x4 SP #3 1 14.042' 1 13" 10 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. DEFLECTION CRITERIA IS LJ360 LIVE AND LJ240 TOTAL LOAD. BEARING BLOCK TO BE SAME SPECIES, SIZE 6 GRADE AS CHORD. (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. 8d NAILS & 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY" ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SHIM ALL SUPPORTS TO SOLID BEARING. + 098 + 26' 4X6 4X5 3X54X7 T to 1 .5X3 X4 Ln 7 [7- (A) v 3X4 (A i) 1 6 X4 43X4 5X4 3X4 (AS) 4 X4 X5 45 18'7"12 7X8 14'4" }- -T 14'4" - - - 3'7"3 ---{---4 '2"2 ----3' 10" 1 1 -{- -� 26 -� }- — 7' 12' —7' --- R=849# W=3118 -2480 R=3743# W=3"8 -248# R=456# W=3"8 SEO: 10221 PLT . TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL i REV. 17.3a SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. iW SSES REWIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING TNHANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFTCA/fONS, OR ANY BRACING. $EE HIB-91 BY TPj. SEE THIS DESIGN el. " TC OL 7.0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE MITH OSIB6 BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF FOGA GALV. STEEL MEETING ASTM WIRELENTS, UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF DRWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPERTRUSS AND UNLESS OTHEPWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORDBC LL 0.0 PSF MSK CONNECTORS PER DRAWINGS 130, ISO C f6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 47 .O PSF OIA LEN. 26-OCONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPERSEAL ON THIS SHALL N APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISOUR.FAC.INONLY, ANp SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO TME fHU55 ELECTION CONTRACTOR, �` CPerTN(: CFF eRIIVF t..nr �DFf' Y--TPT " T=AF N ATC TN TTTIIYF NfK . IPPI WATTTW�� rcl:T�."eoF�TF TT AYin.,FnP uMn•nue in nT.,... I...... 1 Job: 5-1060 UNIT T14 6'0" V T HIPS 9'0" THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) SOT CHORD 2x4 SP #2 N UPLIFT (LB): 340 560 280 WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 14.04 25.71 TRUSS DESIGNED FOR 100 MPH WINO. 21.45 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.511' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ----------------------------------------------------------=�--- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ----------_-------(+)-Gravity-(-)-Uplift SHIM ALL SUPPORTS TO SOLID BEARING. ---------------------- MMW UPLIFT W1RN ( WMx HANGER WWI( H5 4551(Jacks Only) I HUS26 - + 27511 -1286#110d 1ply) MTS12 - -10000 1 HUS26 - + 33151 -15501(164 #ply) MTS12 = -20000(2 Each) 1 HHUS48 = + 42991 -1660000d 2ply) MTT288 = -37860(2 Each) (10d) HHUS48 + 51801 -2000#(16d 2ply) (16 MTT288 - -44551(2 Each) 4) HGUS48 - + 66401 -21990(10d 2ply) MST60 - -4680#(Per 2ply) 1 HGUS48 - + 8000# -26500(160 2ply) CS150 - -165OF(Each) I HGUS5.5- +113351 -39451(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS (� 9' 5X9 X4 sx 75 to 1.5X3 = 3X4 7U7 Lo 3X4 (A I) 1'6*X6 5X4 3X4 (A 1) 4 5 5 4 J_ �18'7"12 d 4X6 r- 14'4" `— -}- 14'4" �--3-7-3 --f 4 '2"2 --+3' 10" 11 f' 26' R=553# W=3"8 R=1715# W=3"8 R=373# W=3"8 SEG: 10216 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.3a SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF X IMPORTANT**SHALL MOT BE RESPONSIBLE F04ANT' WARNING IN HANDLING. ERECTION aR n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE HIO-91 BY TPI. SEE THIS DES191US" TC DL 7 .0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIR OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG GR A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY ACED WITH PROPER 5606 {� TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOIR W BC LL 0•0 PSF MSK CONNECTORS PER DRAWINGS 130• 150 L 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE = STATE OF - TOT.LO. 47 .0 PSF D/A LEN. 26-0-0 CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER U P'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF Ton 0 AID DUR•FAC. 1 .33 IN ONLY. AM SHALL NOT BE RELIED UPON IN ANY OTHER WAY, RAC DESIGN TO THE TRUSS ERECTION CONTTOR. �+ "--TP • TRUSS ATE NSTITUTE, NOS N 11C 1991 NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRTION ' R......... ` S PACING 24.0" T VPF .';PFr Job: 5-1060 UNIT 8 T15 26'0" VLT HIPS 11'0" THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFA. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N :64 2x4 SP #1 N: UPLIFT (LB): 590 590 WEBS 2x4 SP 03 BRG.LOC (FT): 0_00 25.71 TRUSS DESIGNED FOR 100 MPH WIND, 22.03 FT MEAN HEIGHT, WITH DEAD LOAD F 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) PREDICTED HORIZONTAL MOVEMENT IS 0.20" DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT 8E LOCATED AND 0.11" DUE TO DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. --------------------------------------------------------=r--- DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. TYPICAL SD PSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (4)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ----------------- --------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 11x1! UPLIFT No* I xx* HANGER xxx H5 - -455#(lacks Only) 1 HUS26 - + 27511 -12860(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315/ -1550#06a lDly) MTS12 - -2000#42 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT289 - -3786#2 Each) (10d)I HHUS46 - + 5160# -2000#(16d 2pIy) MTT28B - -4455092 Each) (160)1 HGUS48 - + 6640# -2199000d 2ply) MST60 - -4688#per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) CS150 - -16500 Each) I HGUS5.5= +113350 -3945#(16d 3ply) ---------------------------------------------------^---------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4' T II ' -I 5X5 X7 T 1.5X3 5X4 7 � U:) _3X4 (A i) X6 6X6 3X7 (A 1) 1'6" 5 X X4 d 5 18'7"12 14'4" - - 3'7"3--�--4 '2"2 —+3 10„ 11 --� -{ r 26' I R=1321# W=3"8 R=1320# W=3"8 SEG: 10215 PLT. TYP. -ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV, 17.3a SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND (� �1 TC OL 7.0 PSF DATE 04/14/95 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS DESIGN TTT e �� n FAILURE TO BUILD THE TiA/55 IN CONFORMANCE WITH 05188 BY TPI. FOR ADOI 11OWL SPECIAL PERMANENT BRACING RE ,�US ALPINE CONNECTORS ARE MADE OF MA GALV_ STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 GR 8 EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 //�� TRUSS AND UNLESS 071EPWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0•0 PSF MSK CONNECTORS PEP DRAWINGS 130, 150 C 16OA F. DESIGN STANDARDS WITH PROPERLY ATTACHED R1GIO CEILING SEE - STATE OF = T 0 T.LD. 47 .0 PSF O/A LEN. 26-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS i TPI. AN ENGINEER'S ALPINE TECHNICAL INOAfE (7/1/91) FOR PROPER - ' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS I D pt0►'Q Q` F DUR.FAC. 1 .33 SHALL ONLY. AND SNL NOT 8E RELIED WW1 1N ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, WT VPF SPEC TP " TRUSS AT INSTITUTE. DS N199 N�TJQNAL_O�SIGN SPACING 24.0"SPEC FTCATION FOA WOOD COMSTPUCTION '��1 N��NNT Job: 5-1060 UNIT 8 T16 26'0" VLT THIS DWG. PREIiEO FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT OWIECTIONS AT BEARINGS AS INDICATED. (1991 SBC) SOT CHORD 2x4 SP #2 N :B4 2x4 SP #1 N: UPLIFT (LB): 590 590 WEBS 2x4 SP 03 BRG.LOC (FT): 0_00 25.71 TRUSS DESIGNED FIR 100 MPH WIND, 22.62 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . PREDICTED HORIZONTAL MOVEMENT IS 0.19' DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED AND 0.10" DUE TO DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' EM ZONE FROM EDGE OF THE ROOF. ---------------------------------------------------------=�--- DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. TYPICAL S71ESON OR EQUAL UPLIFT/HANGER REQUIREMENTS 10-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ------------------------------------------------------------ MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *W* UPLIFT 1FT1* I X*x HANGER *** H5 - -455#mocks Only) I HUS26 - + 27511 -12861(fOd ]ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#Q Each) I HHUS48 - + 42990 -1660#(IOd 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 = + 53801 -2000#(16d 2ply) MTT28B - -4455/(2 Each) (160)1 HGUS48 = + 6640# -21990(10d 2ply) MST60 - -4688#Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -16500 OWN I HGUS5.5= +113350 -39450(16d 3ply) -------------------------------------------------------------- REFERENCE HOLMES CUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS r• 13' -�• 13' -) 4X4 3X7 to 1.5X3 f-M 7 U77 3X8 h 3X4 (A!) 6 6X6 3X7 (A 1) 1�- 4 5 X4 X5 "a 518' �- -J. 14'4" _(_ 3-T-3 3 -q--4'2"2 - +3' 10N11 +�q� f' - -26' - - -) R=1321# W=3"8 R=1320# W=3"8 TAG = T12 SEO: 10210 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = ! TOTAL = 1 REV. 17.3a SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES TEOUIRE EXTREME CATS 04/14/95 TC LL 30 .0 PSF REF *I MPO R T A N T**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND 11,,,, n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN .111" I�� - TC DL 7 .0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG O 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 PLYWOOD SHEATHING, BOTTOM CHORD 06 BC LL 47 .0 0 .0( PSF MSK CONNECTORS PER DRAWINGS 130, 150 C 16CA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF - T OT.LD. 4 7 .0 PSF O/A LEN. 26-0-0 CONFORM M/APPLICAOLE PROVISIONS OF MUS 9 TPT. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER O RSOT P: SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � Q�� DUR.FAC. i .3 3 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE C6 M--TPI . TRUSS PLATE INSTITUTE. MM . RRRT —.T—eacrrcrrArrrw cno..nnr,rn..era.rr.." r........ gPArTNr. 7)A n" Tvnr CPFf F Job: 5-10 60 UNIT J1 E J7 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONSI SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 270 200 240 WEBS 2x4 SP #2 N BRG.LDC (FT): 0.00 7.00 7.00 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- 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 -------------------------------------------------------------- NNW UPLIFT WW1► ( K*x HANGER NWM H5 - -455#(Jacks Only) I HUS26 = + 2751/ -1286#(10d iply) MTS12 - -1000# I HUS26 - + 33150 -15500(16d fply) MTS12 - -2000#(2 Eachl I HHUS48 - + 42990 -1660#(]Od 2ply) MTT288 - -3786#(2 Each) (10d)l HHUS48 - + 5180# -2000#(16d 2ply) MTT288 = -4455#(2 Each) (16d)l HGUS48 = + 6640# -2199#(10d 2ply) _4*16 688#(Per 2ply) I HGUS48 = + 80000 -2650#(16d 2ply) R=2cus'450")=4 - 50#(Each) I HGUS5.5= +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVI 3 F1 A LS AT TOP CHORD. PR E -NAILS AT BOTTOM CHORD. Ln !n 7 -T 2X4 (A1) 4.5 B 1• 1 -4- 7 - -� R=456# W=3"8 R=78#( W=3" TAG = T8 SED: 10224 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 17 TOTAL = 17 REV. t7,3a SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF t *IMPORTANTXX SHALL NOT SE RESPONSIRAE FOR ANY ARNING IN HAHOL INS. ERECTION AND -DEVIATION FR(yl 1HI5 DESIGN OR iNESE SP£CIF[LAtiONS, OR ANY HRAC[NG. SEE H[S-9f SY TPI. HEE iHIS DESIGN �1,�5"e��iTC DL 7 .0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS iN CONFORMANCE WITH OSTSH BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MACE OF 20GA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INOICATE4 TDP - BC DL 10•0 PSF DRWG A446 6R H EXCEPT AS NOTED. APPLY CONNECTORS t0 EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 0 .0 PSF M S K CONNECTORS PER DRAWINGS M. 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE - STATE (ff = TOT.L0. 47.0 PSF OSA LEN. 7-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER L 0 plot' SEAL ON TH1S DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORYWALL APPLICATION. FURNISH A COPY OF THIS F Q'� OUR.FAC. 1 .33 IN ONLY. AND SHALL NOV BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEtN'- ..__.... _ .u.ex a.�c •ue11n»r WY: . NATIONAL DESIGN SPECIFTCRT�FOR.WOOD CONSTRUCTION ��NN.N.N11111,1 SPACING 24.01941 ' TYPG EJACK Job: 5-1060 UNIT B J2 CJ5 THIS DWG. PREPARED FROM COMPUTER INPUT ILOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 220 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 5.00 5.00 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIV£ AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ---------------------------------------------=--- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (+)-Gravity i-)-Uplift --------------------------------------------------------------- xxx UPLIFT xxx ) xxx HANGER xxx H5 -455#(Jacks Only) 1 HUS26 - + 2751# -1286#00d 1ply1 MTS12 = -10000 1 HUS26 - + 3315# -1550#0 6d Sply) MTS12 - -2000#(2 Each) ( HHUS48 - + 4299# -1660#00d 2ply) MTT28B -37860(2 Each) (10d)l HHUS48 = + 5180# -2000#(16d 2ply) MTT28B - -44550(2 Each) (1601 HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) ) HGUS48 - + 80000 -2650#06d 2ply) CS150 - -i650#(Each) 1 HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. R=150# W=1"8 PROVIDE ( 2 1 16d TOE-NAILS AT BOTTOM CHORD. 11'0"4 c*7 7 F7- 2X4 2X4 (A 1) 4"5 8.1• L_ 1 ,4., 5' , _ f R=368# W=3"8 R=51# W=3" PLT.—TYP.—ALPINE DESIGN CRIT=TPI QTY = 8 TOTAL = 8 G REV. 17.3 SCALE10226 =0 5000 ALPINE ENGIKEREO PRODUCTS. INC. TAUSSES REQUIRE EXTREME CME 04/14/95 TC LL 30 .0 PSF REF N I MP OR T ANT*%SHALL NOT 6E RESPONSIBLE FOR ANYWARNING 1N HANDLING. ERECTION AND t 1111 � TC DL 7.0 PSF DATE 04/14/95 �1� '�FAILURE TO BKEUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR A00171ONAL SPECIAL PERMANENT SPACING ` !DEVIATION FROM THIS DESIGN OR THESE SPECIFICA7ION5. OR ANY BRACING. SEE H16-9I 6Y SPI. SEE 1Hi5 OES]GN ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM RUI EMENTS. UNLESS OTHERWISE INDICATED. lop - - BC OL 10. 0 PSF DRWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WIT"PROPERTRIRSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CMOM BC LL 0•0 PSF MSK CONNECTORS PEP DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WIT"PROPEPLV ATTACHED RIGID CEILING --SEE = STATE of TOT.LD. 4 7.O PSF 0/A LEN. 5-0-0 CONFORM W/APPLICASLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1!911 FOR PROPER Q'- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .33 IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY 01HER WAY. DESIGN 10 THE TRUSS ERECTION CONTMCTd1. INEEiA`'� P.IA(''1( - --------- rnucra rrrn �....... SPA('T N(; PA n" YvnT Job: 5-1060 UNIT 133 CJ3 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. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 200 200 WEBS 2x4 SP 02 N BRB.LOC (F T): 0.00 3.00 3.00 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) , DEFLECTION CRITERIA IS L/350 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- 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 --------------------------------------------------------------- NNN UPLIFT xNN I NNW HANGER xxx H5 -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1ply) M1512 - -2000#(2 Each) I HHUS48 - + 4299# -15600(10d 2ply) MT1280 - -37860(2 Each) (10d)I HHUS48 - + 5180# -2000906d 2ply) MT1288 = -4455#(2 Each) (160)1 HGUS48 + 6640# -2199#00d 2ply) MS160 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PWVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. R=68# W=1"8 9'10"4 u7 7 r, (V -T— 2x4 (A 1) 4,"5 8 1 +----3- R=290# rR=290# W=3"8 R=230 W=3" SEG: 10228 PLT. TYP. -ALPINE DESIGN CRIT=TPI OTY - 6 TOTAL = 8 REV. 17.3Q SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INCTRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY' WARNING IN HANDLING. ERECTION AND t rrr rr TC DL 7.0 PSF DATE 04/14/95 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI.SEE THIS DESIGN er 'FAiLIIRE TO BU1L0 71E Ti15S IN CONFORMANCE NITN OSTB6 BY TP]. FOR AOOITIONAL SPECIAL PERMDENT 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 BAKED WITH PROPERrF.� MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHM BOTTOM CHORD X5606 - 8l• LL 0.0 PSF MS" CONNECTORS PER DRAWINGS 130, 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGBICEILING --SEE - $TATE OF TOT.LD. 47 .0 PSF OIA LEN. 3-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/U II FOR PROPER ' O <� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FIxNI9/A COPY OF THIS RID• �. �� DUR.Fac. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. I DESIGN TO THE TRUSS EPECTIQCOMTRACIOR. jNEr��` �PAf TN(; 74 n�• TvnC F.ierK •--TPI " TRUSS PLATE INCT11U1F NIS- 1-1 —1-1RFC rr.N ePFrrF rr�rrrw crm Nunn rws.o"....� .,......, Job: 5-1060 UNITB—/-J4 CJ1 THIS MG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 12 N UPLIFT (LB): 200 200 200 WEBS 2x4 SP 0`2 N BRG.LOC (FT): 0.00 1.00 1.00 TRUSS DESIGNED FOR 100 MPH WINO, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) , DEFLECTION CRITERIA IS L/350 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)=Gravity (-)-Uplift --------------------------------------------------------------- *** UPLIFT xxx I xxx HANGER xxx H5 = -455#(Jacks Only) ) HUS26 = + 2751# -12860(10d (ply) MTS12 -1000/ 1 HUS26 - + 3315! -15500(16d (ply) M7512 - -20000(2 Each) 1 HHUS48 - + 4299# -16600(JOd 2ply) MTT288 - -3786#(2 Each) (1001 HHUS48 - + 5180E -2000006d 2ply) MTT28B - -4455#12 Each) (16d)) HGUS48 = + 6640# -2199#(10d 2ply) MST60 - -46880(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. 7 E77 8'8'4 T 2X4 (A 1) 11'5 4"5 8 1• R=298# W=3"8 R=81fRiAltRI8W=3" TAG = T7 SED: 10230 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 10 TOTAL = 10 REV. 17-3Q SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC, TRUSSES REOVIRE EXTREME CANE 04/14/95 TC LL 30 .0 PSF REF t *I MPOR T A N T x X SHALL NOT BE RESPONSIBLE FOR ANY ARNING INNANOLING. £RECTION AM DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI, SEE THIS DESIGNus ." - TC DL / .0 PSF GATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 •0 PSF DRWG A446 GR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM C10R0 x BC LL 0.0 PSF M S K CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIM CEILING--SEE STATE OF TOT,L D. 47 .0 PSF O/A LEN. 1-0-0 CONFORM W/ADPL ICAOLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOP PROPER E 0 qi�' p'1 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS Q DUR.FAC. 1 .33 IN ONLY, AND SHALT NOT 6E PELTED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR- F INEE�',``� ,.� G 1 A f v Job: 5-1060 UNIT B J5 HJ 7 THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. " TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) SOT CHORD 2x4 SP 02 N UPLIFT (LB): 380 3480 200 WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 9.90 9.90 9.90 TRUSS DESIGNED FOR 100 MPH WIND, 20.87 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOMS . DEFLECTION CRITERIA IS L/350 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER AEOUIREMENTS SETBACK. CORNER JACKS HAVE NO WEBS. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. NNN UPLIFT x1[1[ I xxx HANGER xNN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 -4551(Jacks Only) I HUS26 = + 27510 -1286#(10d 1ply) MTS12 - -1000/ 1 HUS26 - + 3315# -1550#(16d 1ply) _oo MTS12 - -20001(2 Each) , H,48 ,r + 4299# -1660#(10d 2piy) C7L7 MTT288 - -3786f(2 Each)�f0�)310 Ht1'$�S =8+ 5iBO# -2000#(16d 2piy) MTT26B = -4455#(2 Each) (16d)I HGUS48 = + 66400 -2199#00d 2ply) l MST60 - -4688#(Per 2ply) 1HGUS488 - + 8000# -2650#(16d 2piy) 11 97 i CS 150 = 165n#(Fnrhl I HG1IS515- +11335# -3945#(16d 3ply) ----------------------------------- --------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE i 3 ) 16d TOE-NAILS AT T 0 22.9"4 PROVIDE ( 3 ) 16d TOE-NAILS OTT 1 .5X4 (n Ef) 4.95 V r— 2X4 (A 1) 4"5 18'7"12 4" --- 1 ' 10"10 9' 10" 13 -� �- --4 '2" 15 --- - -5'7"14 -1 R=476# W=4" 15 52# R=406# W=3" TAG = T4 SED: 10232 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 4 TOTAL = 4 REV, 17.3a SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. 1Nc. rNUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF ry )(IMPORTANT XXSW4L NOT BE RESPOSIBLE'FOR ANY ARNING [N HANDLING, EPEC71DW ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H[B-91 BY TPI. SEE THIS DESIGN Y�� - TC DL 7 ,0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OStB6 BY TPI. FOR ADDITIONAL SPECIAL PEwMNENT BRACING RE ` � - ALPINE CONNECTORS A4 MADE OF 20GA 6ALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, 70P BC DL 10. 0 PSF DRWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WIT"PROPER - 5606 - BC LL O O PSF MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M CONNECTORS PER ORaMINGS 130, 150 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE STATE OF _ TOT.LD. 47 O PSF 0/A LEN. 9-10-13 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HEIS DRYWALL APPLICATION. FURNISH A COPT'OF THIS �. 0g1�O,*c,Q<^ OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS EREC710H CONTRACTOR. , INEto-�.� C11AIT1,11 CCC A On1Ir _..,-- I Ar V NOV 15 '-95 16:07 CLARSON 220 P02 MAP SHOWING BOUNDARY SURVEY OF LOT L BLOCK AS SHOWN ON MAP OF A9 RECOAC ED IN PLAT BOOK 44'r44' PAGES Gam-GD OP 1 HE CURRENT PUBLIC IiLC01IDS OU 00VAL GO, I 1 A FOR:�S<//9-FpFl/? ,'d,SOAIS GKNTERP/,i15,65 NOTE: BEARII�IC3S SHOWN HEREON ARE BAS ED ON THE ABOVE MENTIONED PLAT. 7->` 6C— LEG Nb PI NC PAL m a PA- oAX ^ 0, GA.P7 of s 7CZIOAI 17, 7?7PV,1✓sN1O 2 sOU7y/. .PI��vGE z9EresT 12 P � �e.�c7� IS•'P!� �Q� I6"PA- PA a .11+ � r /0 ` � d �1 th 'fit .J d Q, I LN ry PA 3.5 off 0. 19. �9 g� / P Ed��itR��C• "-•0 �,q�P p R0 C, B&OA k d ,�,WkA Ng&AoN1NG OFFICE -P� r. 1,�199 1 HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 0I017•8,FLA.ADMINISTRATIVE CODE (PURSUANT TO SECTION 172.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- ■ cererete oO%umwT MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. r I/2-r "'D1 O 1/1••err OIOn-L,s.Ins FLOOR CERTII:JCATSr THE LOT SHOWN HomaN IS IN FLOOD I.R.L. rwLoiOo■lfTTncnoa LIM ZONE X AS SHOW ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC. °'�'� `•"°L` ppQ� A uoru� ,,r.. MAP, CONnIUNITY PANEL N° 110075. , D,►T(;O 4-/7-df 104* NALDO AYI, JAtkIONVTLLI, FLA 71207 A QAC pATMICa CM, CNORO CUTADC! ►.C. FGIRT Or GIMWATVR� SURVEYED 4PRIL ¢ 18 95 r,T• wIMT O/TAMOArCr E a 3 ��. ISTERED SURVMR No,0311, FLA P.A.C. "INT Or At+lM[cum SCALE: 61101E �• L P.C.C. roar or corroueo coins 'FIELD BOOR „5'37 PO. 70 PSR-38" 0025£firo040olb DEPARTMENT OF BUILDING 103 CITY 01`"�RLANTIC BEACH WQ irle" L ON TNF0 Es 06,0911 Mad 66 7g LEGAL PESRIPT1 4 .,l";dry v- =? 2 u 1 v -i g�g s R I Ill p t 777 7,T 7 M nt7777711774 F775 FT A Tr, AN T IC 7Y, `XSVJ F' , 7 r: V,-r� ow0000, T 4 la N to NOTES: �o ro 000000000 0000000(x) Date. 1/041% 01 cm 0010000341%01 NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE U BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACj!tP0rRqME AND M406!BE CLIQP,UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER cmii �!a 001000200100 '-F#I E TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS lrl ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATICM OF APPLICABLE PROVISIONS OF LAW. S, ymm"o ow"efte omoom X)IS.QU 14 Rcot-. 002�0� Date: 1/04/96 01 Date. 1/04/96 01 RCot: 0023134 CH BUILDINGL ATLANTIC,10ft ffT - 4CASH 4A 001000032210oo ell By: