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Permit 1114 linkside ct e (vault folder) i ADDRESS_ /// BUILDING PERMIT NUMBER_... . INSPECTIONS FOOT INt3 SLAB___ _.`= FRAMING S- Z 0- COVER COVER UP �� Z INSULATION FINAL BUILDING CERTIFICATE OCC 6 'l ELECTRICAL PERMIT # INSPECTIONS RGt1GH FINAL MECHANICAL PERMIT # "7 PLUMBING PERMIT # 3._ 7;?3 NOTES: l CITY Of�- - _r- .. Q401 official CITY OF pECT10N 4&4a4c B110440 r• � Permit No. Office of Building Official REQUEST FOR INSPECTION District No. Date �: Permit No. Lofcality Time 5�) \ t t l Received_ __ M. District No. 1 j PLUMBING Job AddresstAcaiity p Rough owner's Top Out Vame b� `- `" Contractor 1 1UILDING CONCRETE ELECTRICAL PLUMBI G MEC NICAL (CTION aming Q Footing Q Rough Wiring fl Rough D Air.Cond.& 0 Thurs. Fric Roofing a Slab 0 Temp Pole 0 Top Out ) C Heating A.M. Lintel ❑ u . !Ct Q re Fab O P.M. Pre READY FOR INSPECTION A.M. Final Inspection$- Tues. Wed. Thur Friday—P.M. Certificate ofOcaupa lion Made P.M. ! l Date or ._ � '�, Final Inspection Q Certificate of Occupancy CITY OF fit�./A'"&. Office of Building Official REQUEST FOR INSPECTION Date— / j� Permit No. Time A.M. Received - ___ District No. Job Address Locality Owner's y� Name —Contractor � rt `UILDING CONCRETE ELECTRICAL PLUMBING aming ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Lintel ❑ READY FOR INSPECTION -—' Tues. Wed. Thurs. Friday A.M. ion Made 1 - P.M. r Final Inspection❑ Certificate of Occupancy Date a Air r" T v�Mga E'RGE Of�r°p1 s 9a o'0 n , • ��2�4' 0 t✓ ?C hl � �x 0 d . Xlriv S}Wcco V N ~ h a C.5s ` gAS�M�N 30 Q 4&44& BIM44-09". -3111W t Office of Building Official 3-7 to v 0\? REOUEST FOR INSPECTION S ] a:f) 4 A —9 Permit No. 3 P.M. ADIstrict No Locality r7 r L 4CRETE --7��C�TRICALPLU4i1T+t4i--' ��N 110At- 0 Rough Wiring 0 0 Temp Pole 0 Top Out El Heating 0 Fire Place 0 Pro Fab FOR INSPECTION A.M. Wed. Thurs, Friday P.M. ;M. Final Inspection 0 Certificate of Occupancy Date ,.�,---..,a.��mtn rs�ax..Fz:a:.Y+s6&.,,,:v.i.r,a. Ct,�a.c „5.” �a'+i.. .. ,,;�J'�+;oi..Cx7.i3•. - MAP SHOWING SURVEY OF /,,laiv'slF . ' (.O T 20 5ELVA L 11,JKS/DE UPJ/T l AS RECORDED IN PLAT BOOK 44 PAGES Z3 f Zap OF THE CURRENT PUBLIC RECORDS OF. aU14G- COUNTY, FLORIDA. CERTIFIED TO 1505 0 e/T-iE !-40k4e 5 "EL/554 A. J,IEC4/5E FIR-57 FA Rc•/EGO FIAJ4AJC�4 CuRAtJCS COMPA ti/ C.11VK5JD� C O C1 R7 (.or 2� E A 5T (50,elw) h Lor 35.01 34 S 5910"O/ E d. 45•..6'/5" OQ� '• - t1 RC•3s•9s' " OR'N f.4' £'.45' /�SnA 15, —e 35'X4.7'JE•4.so)e� PAD to.s. TeA;Js. Esu'T • , • •.ANO• GQ R. 9' 20' d,Q.c-• p 7 O � c Sro 0 4 ,,rn\ Lo T lD 35 -sz.. .::: .• 3is. l9 � ..Lo..�•.; .•. P4rb 9 0 1� �C 'I%"eEPAe L.B.i►IZD /t"RE64E C•B.U�LO 5. 83' 4Z'00'�t✓. 90.G4' -ewce 5ELVA LA ICE5 (1rtlrr TWO P.5. 41 , PG. 55 d 53A APPROVED C1TCH ®uiLDIN�No�FF C15- UN 376 .. DEPART ISI "T OF BUAI DING C1. OF ATLANTIC 60 H -- PEIt1! ZT 1?'t1RMATIO, ------ L,l�CA�T�ON FWrta�lit Hu* iibs: *�' ►# Addrowvi ' 1114Ll - 1, E Ct UR'T EAST Permit Typos NIZ8480t1, AL. ATL AET C RkACK, 1:Lt3R1DA 32233 -- --_-..wa, - Cartatr. °` Y x t l Lot:,: 20 1�31s �� S�e�ticaln� Prcpod Ue a # ' 'AILT Tcy>txh RSG e fl i�wa Ming t 1 Cbd+ 0 Subcti�ri. o�a�a LVA 1` Its 1 saxt: anetd SI'alu+ g0.00 Zmprc r, pit i' $0.00 Total 1we+�a 47 DO Aanou X97. 00 Oars 1151 F W rk �AAL. MEAT AND'''AZR _ 'amfATTQi _- r da tltll'L,TGATTCIN. P1 PERMIT,, : 047*.00 Add . ,� OURT EAST M1AT P,t " ' • 0. of 00JR D . a: R 00o BOAS• X0.00 NatAil�II ATE 'AC 0.00 Addrsa� 3 JACO LE, FL 32207 R tDf AUL C I ARE $0. 00 Licr►�es CRGO Typz 0, RST 1LE', tap 8 . k PA 'T' E *o go f �p,� f NOTES. t l i i, NOTICE--ALL CONCA1:TE'Ix. RMS AND FOOTINGS MUST BE II+ISPi�CTEC1'BEF©RE POURING F-E`RMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND•DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC�uPAGE,AND MUST BE t CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. 4:A LURE T0, C NIPLi WITH THE MECHANICS' i.IEN LAVU' ;GAN RESULT IN PAYING TWICE 'FOR-BUI :I 'i. ` �!4 ENTS." G At1GORDING TO,APF'ROV.!~0 PLANS WHICH ARE PART OF THIS PERMIT AND JET fCt,11tSV FII ,ICAB#:E t�RCVISION$'OF LAW.ltvn 11, 'I r "A0 OILt)l4�iG[SEF"�tiWTM'FNT BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 (Q APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT - Applicant to complete all items in sections I, II, III, and IV. I• � LOCATION Street Address: OF Intersecting Streets: Between + And BUILDINGr Sub-division IL 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 attacked plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good-practice listed therein. Name of Mechanical Contractors Contractor (Print) Cy' Mester Name of Property Owner Signaturs of Owner Signature of or AutlwMad Agent Architect or Engineer III. 6EMERAL INFORMATION A' .Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DO E ON (3461actric THIS BUILDING OR SITE? ❑ Gas—❑ LP Q Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION 13 Ort PERMIT 3:Z4-3 0 Other — Specify r IV. MlCHANICAL E9JUIPM1W TO RE INSTALLED NATURE OFWORK - (Provide complete list of components on back of this form) Ar,Residential or ❑ Commercial (Heat ❑ Space ❑ Recessed �CC:entral O Boor [ New Building OL4*Conditioning: 13- Room 041ftbtrol ❑ Existing Building M..DVet-Syyhm: Material_ Thick l ❑ Replacement of existing system f0°" Maximum capacity 1000 cf.m. X-New installation(No system previously instatled) ❑ Refrigeration ❑ Extension or add-on to existing system C] Cooling tower: Capacity 9-pin. El Other — Specify ❑ Fire sprinklers: Number of heap ❑ ;Elevator Q MonNft ❑ Ewlator (number) THIS SPACE POR OFFICE USE ONLY C3;Gasoline pumps (number) (Rqd) Q. Tanks (number) Remarks LPG confaiMM (number) 0 Unf rind pressure vessel - Q loilaws Permit Approved by Data - d Other Specify Permit Few L 8T ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT A VJ Nus>sber vnsa Description Model Number Manufacturer (TO") A /Z `:7 EfEE�A�RT1iI1EN'T OF Iia DING, CITY of ATLANtIO pel�v it » , Addfows!* x 4L, . t))RT EAST ,1322331�"OT rpeart 1 . �vI r ► 1 nga a t oat � f .CSO _ 1-*pro . :Cook , Ta ► � X323.4 t Ama 't a: *323. 42 VI Work +0 :I tRI+ ATelON METER li ON '"'-Nsr. s. 00 Arid . OOURT" .00 ° HFLO SDA 22 3 II��'A� � � �f3,00 ` F NT ,a�dyrf�ir"fi ��i$i�M . 4.yy#..�0 . R t"'il ii Z`AF4TKENT #14w'PR .. 163. 42 Ata� 'ffit9 L ° . s... EV, }" . 7 HYDjtA . NAS 0.016 Llan g 'T ypv': RI I NIMP9CT ' .(m m fb ozco R 111 ' yy{ NOTES: r l i NIf371GE,T-_ALLqON0jtlrk.,fURNIS AND FOOTINGS MUST SE 11NS a POW#4NGr #?"t~ M1T VOtI}$I X MONTHS AFTCR OATt Ot=t t Iw BUILDING MATERIAL,�tU$SISH-AND°©E RIS FROM THIS WORK MUST NOT; E PLACEC(:TN PU81�IG,SPA E,AND MUST BE CLEARED UP AND HAULS :A'WAY SY�tTHE&GONTRACTOR OR 01NNER SU T ` �r iT THE Ef AY ` /ECHAtC L ' ISSUED ACORQIN� TO`AI?PR PIANS WHICH'ARE PART OF THIS PEfI11IT �4N[3;SUIf -PROP IC tOCA R Vt ?tAf10N Qr:-APtl1CABI P5. i; IcNSOt*LAW. WSJ'VQ4~ a IIS AT-ANTIC B CH 6UIIDI"NG DEf�ART MENT r I" IRRIGATION METER MELISSA MECAISE 1114 LINKSIDE COURT EAS 366-4057 )OB COST RECORD ;,r 1'tUESCR{PTION QTY:!' .`MATERIALS. ';'LABOR TOTAL 1 1/2" S-S T PVC 1 $1 .72 1 1/2" X 1" REDUCER P C 1 $0.28 1" L PVC 1 $0.27 1" MALE ADAPTER PVC 1 0 77 1" CURB STOP 1 $22.36 1" METER 1 $145.00 1" METER ENDS 2 $420 „ RUBBER WASHERS 2 $0.72 CONCRETE METER BOX/LIll 1 $21.00 1" SCH 40 PVC PIPE 51 $0 90 SUB TOTAL 197 32 10% O.H. $19, 73 . TOTAL $217, 05 $54.90 30% O.H. $1.6./17 TOTAL $71.37 MAIERL LSLABOR- TOTAI TOTAL 1137 $288.42 M{5C,'JOB EXPENSES''?'+� ` AMOIJN7 OTI TER TOB EXPENSES $20.100 1 TRUCK 10.00 HR F R 2 H S. TOTAL COST $308.421 20.00 TOTAL SELLING PRICE LESS TOTAL COST GROSS PROFIT LESS OVERT IEAD COST "T OF SELLING PRICE TOTAL 120,601 NET PROFITr L $308.42 APP, , if'lkl -? ,. 1J`.31 CITY OF ATLANIIC BtACH PUBLIC WORM (`111"T' QUO APPLICATION FOR WATER AND/OR SEWER TAP ' Fx� . Lz_ APPLICANT NAME--- = ``� � '�' ------- --------------- ------------- MAILING ADDRESS_ / ll PHONE NUMBER _ _ ji____ DATE_.:J'L-_l_,� SERVICE REQUESTED__ __ ` � ---------------- ------ --------------------------- SERVICE LOCATION_ ,,, �Gi`L)'_�------------------------------------ ------------------------------------------------ DATE SENT TO DATE RETURNED _ PUBLIC WORKS a TO BUILD. DPT. ___ _ �' DATE OWNER NOTIFIED--------------------- ` NlAll, ® u 1991 Building and Zoning DEPARTMENT 01F WILD No ` CITY OF ATLANTIC$EACH i PER ,- --- --_- LOCA'I<ION �I ��I�#4AT1t1N Permit Hutt ex�: �- Address a �:�� L.T��IT►11�'�C3UR'T AST�.. ' grit T` P'Lta7R1I JtwaT f Cls.88 of iorki 4kW 4 ar .,� E T 0R Co ptr,,; Type i A I�at a R; � , iOVit` on t Parr� arC # � 4y' aai N C D r irl ► Cc c# ..' 3 `Subdivision L A LINKSl�E Irrti > ted Y ue a IIrEJ. p r�p�r�*✓. *Oi Cif Totfil Fees s;b ` *60. 50 ;a -40 Date JF - ' work DO . NIT IR NEW � N£ IM.E FAMILY � tl'RNCI»p ,.�= w a .; A Tk�t1T' *60.50 ' Aid � - OVIRT'� EAST AT R 1"PACT ]FEE. SCEs a4 ' y�yyyy,, 4 ' YLO tIDA + ,rteA N . . '� F09 Al �j yyr1en r.ar•n w nY. , I I T I fJRADONA# 'm ►wnM 0Ory00 i riett� t 1 + , ' • 1BI CCI+ S'Q. 00 Address i ' ; ?. QC tlZ�10 RYDRAU RAg $0 rEE AID, Al auwntauw +' 4, .. r } NOTES: i i NOTICE-Al l C , fWE I Et)RMS AND FOOTINGS MUST Of.IN�� TI»D$E1�af�E 1�DUFtING PERMIT VOID SIX MONTHS AFTER DATE OT JS$ E BUILDING MATERIAL,RU$8fSFI AND YEO3 IS'F THIS WORK MUST NOT BE PLACED IN`PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY— CONTRACTOR OR OWN FArLURE TO C��[�»Y 1IV�TW THE nnECHA�rres' LI ► RSU�.r I TWE PRt?PiTY ►WNE PAYING TWICE �Q► Bl� .lIG 'PiEIENTS:' ISSUED ACCORDING TO APPROYEd PLANS WHICH ARE PART OF THIS PERM�AND'SU$JECT OCATION: VIOLATION Of APPLICABIE'PI+tQyISIE9NSOF LAW. ATLANTIC BEACH$UILDINta DEPARTMENT BY: "fir �` CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: l �T 53. p �. �1 PLUMBING CONTRACTOR: LICENSE NUMBER: CF c OWNER: BUILDING CONTRACTOR: Ere-) (2)eTc 0oo-lej TYPE OF BUILDING: u i - 1 SINKS 1 SHOWERS 3 LAVATORY / WATER HEATERS BATH TUBS DISHWASHERS URINALS J DISPOSALS CLOSETS 1 WASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT: /3 + $15.00 = 0'. -D ------------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. Address 0 T 7-. Heated Square Footage _ �'. 'rd� @ $ .5�-3 .06 Per sq ft = gra e ed Z - @ $ er sq ft = $- .) Carport/Porch �3 Y @ $ /3 ,ID0 Per sq ft = $ f) _O 0 Deck @ $ per sq ft = $ Patio --- @ $ per sq ft = $ - TOTAL VALUATION; $ (3 Q Q S`,o6 1� -(01 �G $ CSO 610 Totaluati.on lst $_S- O Remainder Valuation Q per thousand or .potion thereof -------------------------------------------i Total Building Fee $ ADDITIONAL PERMITS and/or FEES REQUIRED + 2 Filing Fee $ / ,Z . 00 Fireplaces @ 15.00 Co .0 C) Mechanical _ Plumbing BUILDING'PERMIT FEE / .S'-. C? Q Electric/New L------------------------------------------------ Electric/Temp BUILDING PERMIT $ Co S O Q Septic Tank WATER METER CHARGE $ G n Well (Z( Swinming Pool SEWER IMPACT FEE $ ] � � ,�, ,) WATER IMPACT FEE $ L1 7 0 r D a Sign MISCELLANEOUS $ Water Connection Sewer Connection ;� $ �4-I�0 � i��aS,�-/ � �� /� •� Water Meter Elevation Certificate GRAND TOTAL DUE -------------------------------------------------------------------- CA[mMIONS and/or NOTES : 370 t EP,ApTMENT Q ti BUJ 040. u . -- PERMIT INFORMATION �._ .. __ �, _. LOCATION ' Iwoftf(ATIflN Permit I umber s 3 '03 Addr6"s 11.14 L"1NXSIDE COURT -COURT RAS Fermin Types "BU;LOZNC, AT CNTTC BRACH, FLORIDA 32,233 Class of Works NEW -------- LOAL DESCRIPTION - Constr. Tip*; WOOD FRAME Lot: Blocks Sections Proposed Usot SXNGLLZ FAMILY Towrr ships RKGt N Dw e11ing*s I Code: 0 ' Subdivision1' $EL VA LXNl SIDE. Estimated Values si�913Ea1:3.OLI Improv. Cost s $0. 00 TatsL + � 256. 25 A *2256. 25 DIS Work �� tRWATI. -Ly Rp-SIn API4ICATIt17hl FEES ----- PIRiI"t' WI51. 00` Adm�s1 s 1xa PLACE WAW, ,IIPAC ' FLS 470.-00 � s = p] 32207 s..�, wQg, T e RADON £IAS.'H. R. S. #14. 49 I .. 1! "ORNAT�t N �- RADO�t CCAS _ 0. 76 --Name t" 00 TQRS; +[ . W`A�"9 -:TAP" A�e#drs.s: TI PL•AOE .;` '. . SWJwI "TAP0. CIO ILLS, FI. 32207 HYDRAULIC SHARE1. A. 00 Lic � s C CQ Types 0 RE-1 NOOCT 'P'F SEC. H I I"iI�ACT FS . NOTES v i NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE'POURtNG PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND.DEBRIS FROM THIS WORK MUST NOT SE PLACED.IN PUBLIC SPACE;AND MUST BE CLEARED UP,AND HAULED AWAY 8Y,EITHER CONTRACTOR OR OWNER FAILURE T " COMM L-Y 1NItH THE MECHANICS' LIEN.LAW CA RESULT IN THE PRt PEATY 'VISI 0" P-AY' ING TWICE FOR BUI#�OING 1MPR 1i11ENTS " wtlwli1 DATE-. $4/30191 pp ISSUED ACCORDING TO APPROVED,PLANS WHICH ARE PART OF THIS PERMIT AND SIjBJ REV06 &R � VIOLATION OFAPPI. ICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT .:..r .:x imam a ; CITY OF ATLANTIC BEACH Fixture Unit Worksheet fo'r 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 & BATH (8) TUB OR SHOWER STALL (6) 12- WATER CLOSET _WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) _BATHTUB/SHOWER (2) URINAL WALL LIP (4) _SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) ^SHOWER STALL DOMESTIC (2) Z LAUNDRY TRAY (2) LAVATORY (1) / COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) 13 POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF ' FAUCETS (2) d KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) r� GRINDER (3) V BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY I ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 33. @ $20.00 EACH $ All 70, 00 JOB INFORMATION 1`1 / I I A1 4"(s 10 E �� ` ��J T PRICE. QUO APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NABS____-__-- _ _ _ -- _ ___-- ---------------- BAILING ADDRESS ----- ------- ---------- PHONE NUMBERZ1_a6 DATE K SERVICE REOUESTED__,�Ga _� ,LL t- ---------- --- ---------------- ----------------------------------------------- SERVICE LOCATION_ _ ___/ ___ DATE NT TO PUBLIC EWORKS_ J-!___ TO BUILDUDPTD ___! v/� DATE OWNER NOTIFIED_____________________ A R PUBLJC WORKS APR 2 31991 Building and Zoning CITY OF ?ROPERTY DESCRIPTION Aaara& zVwelf - T&jaea .ot #►_212...Block 4!..... __Section s1-- ------ r , , •� ry 7l6OCEAN P.0.BOX26VARD TNnC BEACII,FLORIDA 32133 ELEPHONE(9041249-2395 iubdivivioAs, U/<! l�l -_--_-___+ k 'treet Name / / DESCRIPTION OF WORK sr Address______--G�j�jiL�v�'/� If in a FLOOD HAZARD a u8a,s Y'� zu"s irlg 'lood Zone:..............area complete page 3. Brief �+�� Descriptions_____________ L / Class of Works (Ner/Remodel/Addition)__N _____ :OILING INFORMA'T'ION Type of • Conetruations________________ zoning Proposed Districts.........Uses ..................... Estimated Value :xceptions or Materials ariances Granted:_________________________ Solid or ------------------------------------------ Filled Grounds-_�___- ____Roof: ,�_i�_ OWNER INFORMATION - - Method of Heating:_ �?1T&1414____ Property Owners----------------------------------------- Phones_ Mailing . Address------------------------^--------------------...-- ------------------------------------------------- Zips---------------- CONTRACTOR INFORMATION Contractor: ones_7-3 5 142/c� Mailing E525 �,C�CKSDN�//LGE' U�IOd __________ zip:_ 2zv'7 --------- ------ License Numbers_Cle_ C044051Exp+l'N•tionDates__ o,��Z _ I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TVP£ OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THC GRANTING OF A PERMIT DOES HOT PRESUME TO AA a' GIVE AUTHORITY TO VIOLATE ON CANCEL THE PROVISIONS of ANY FEDERAL, STATE OR LOCAL RULES, ,y�f°•�. REGULATIONS, ORDINANCES, OR LAWS IM ANY MANNER, INCLUDING THE GOVERNING OF COHSTRUCT*ON OR THE yp PERFORMANCE OF CONSTRUCTION OP THE PROJECT. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING ,� �aJ.• , DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. ON Owner Signature ____ _ ____________ Date 4 � Contractor Signature__ _ ___ -- Date_ ,,�j� �►+v ---------- Bob Brite Homes, Inc. 5458 Manfields Place A P Jacksonville, Florida 32207 (904) 731-5126 ,riry LIU. April 18, 1991 TO: TREE CONSERVATION BOARD CITY OF ATLANTIC BEACH, FLORIDA FROM: ROBERT J . BRITE, PRESIDENT BOB BRITE HOMES, INC. PLEASE BE ADVISED THAT THERE ARE NO TREES TO BE REMOVED UNDER YOUR TREE SPECIFICATION PLAN ON LOT 20 - SELVA LINKSIDE. THANK YOU VERY MUCH FOR YOUR TIME AND CONSIDERATION. IF YOU HAVE ANY QUESTIONS, PLEASE CALL. 4JBR4 SINCAPPRoveo E, PRESIDENT CITY OF ATLANTIC BEACH BOB BRITE HOMES PLANNING &ZONING OFFICg APR 18 1991 FtF3ERGL'A1 S -- 9!W-.:-=TR V 4i .Su FAC,FIT � 1 r � _R• t4�oR) -r3e trcR _ A,G i q-- �i'i'l1ER_f�r3 «ptY_ =1 A R Y Y/ L-- -- f i ==4":t1To� �Ji-YP•_1 Colo c:_ T't M a S S. RitNSuLT ; I I a C oN -S Lg = � o � � - We m .=C�-M:V.•_ 5TEl�1 / v E Eltii is i ,w CITY OF sr�l�C �tAGk!�diit�4 ErVartm ut of Building Ataptrtim This Certificate issued pursuant to the requirements of Section 109 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 classifiutio Bldg.Permit No Group Type Construction Fite District.. Owner of Building _ Address BuilditigAddcess is 1< Locality, ti By — - -Building Official Oats: !MT 1% A Conspicuous MACC r __ - _ -- - ------------ OTSA AV a M _ - - _ wJOB: 35991 BOB BRITE 0740 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE 02 19% TC X-LOC L-R: 0.29 5.57 11.04 = BOT CHORD 2X4 SO. PINE 02 19% 0 WEBS 2X4 SO. PINE 03 19% BC X-LOC L-R: 0.29 5.67 11.04 C to ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. 01 t0 0 m CD 0 IA 4X4 6.00 5.00 2X5 (Ai) 2X5 (A 1) 1X3 1-0-0 5-8-0 5-8-0 11-4-0 OVER 2 SUPPORTS R«5930 W- 3.50' 8-5054 W- 3.50' -PLZ—T.YP.-ALPINE SEAN-- 15991 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7. _. SCALE - 0.5000 Arms vwva� °soman M• 7REM`sem°r"9 CAM •`"""'« DESIGN CRIT:TPI REF R235--6158 0 0 0 0 0 0 **IMPORTANT**MU wt m acs.or4ms no MTWARNING sM mwcu f. DOCT7sM u0 a�G�ON Q B'ryy r� o c o o[vcarsow raw .Mas [RQnCATssli ON wT 0MATsal PWH NUOM.M •rr-78-.wows rano nr+sgs �� ..N•...+.'A �, ' TC LL 30.0 PSF DATE 03/29/91 0 0 0 o Tmo a mom an AMT FaTuPs To luno Me muss ss coeww r No iswwo nail-rml. •;p�t�t��Z Z G o 0 o MCTM M 'w my suwawM sires• R In. Ant[c"e "as a $" FM AaaRw"L WMA Pon"- ��i _ l•• TC OL 7.0 PSF DRWG HMWQM woomi i l N 34794 s sr o o o o � wN[IAC71Am Fq. p WIR [..LtaMlliD i7m wpn�RW>1OlRf. WL[si ar.�rrnc • • � - on4M=s0 rara M rMURIMMrs v ,Orn, ars Oras A. OCOK Tv aaw O+w.s,N LATOW T BMW � BC Dl 10.0 PSF HC-ENG FSO APPY GDOWU R TO W M FMW AT[Ad dam me t01J7! MRM POOMMY ATTAR PLVWM 0107Mt� c �.PZ c *raw ee.rars rasr[s.ie A•[asses tmm olmm 1e swow. MIN cmm 10TH mosso a n errs a cnrctsas 's��c•. ORt�� 'y4ir TOT.LD. 47.0 PSF 0/A LEN. 11-4-0 c TRUSS o ass:.. r..o.ro[ Cor o. W" ...LICA..[ PMV293CM v As spawn® a .weer. oo wor u["a y.,ti i�,pE.......��,� � DUR.FAC. 1 .33 PITCH• 6.0 12 +res w0+rift! em. asses MtTM ori IvArorrr Trim Lumm. 0 0 0 0 0 0 .--TPs.Tgrfa PUT.Tw[.1 was•w*TO..L am[w aP[RFsunaw Pm wsoo mw+o+rnow SPACING 24.0' TYPE COMN-- "JOB: 15992 BOB BRITE 0740 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 5.67 10.37 = BOT CHORD 2X4 SO. PINE #2 19% n WEBS 2X4 SO. PINE 03 19% BC X-LOC L-R: 0.29 5.67 10.37 O RT. BLOCK 2X4 SO. PINE *2 19% BLOCK LENGTH - 5.427' N ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. tit t0 ►A O CD CD O O tD 5X6 6.00 6.00 6X6 (E 1) 2X5 (A 1) _ u OT- 1X3 1-0-0 5-8-0_15-0-0 10-8-0 OVER 2 SUPPORTS R-5624 W- 3.50' R-4744 W- 3.50' -PL-T_TYP.-ALPINE SEAN-- 15992 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7.. . .. SCALE. -_0.5000 m.p3w vlv3wMD °amwT'L I"• T""'as MOAM 9KTMM C"'E ..........�� DESIGN CRIT:TPI AEF 8235--61587 0 0 0 0 0 0 **IMPORTANT**oa.L sDr ea Rvoiw a nm my WARNING m HLpWNL [PM1011 AM "'.' ii 0 0kFROUSS D[YIATIW Paan"M W=WICA-110M 0a MW 0MATIOM ■AOMS.=•Prt-7s�.saaars roan TIRM[t aGtOM e;Bq'-,, f TC LL 30.0 PSF DATE 03/29/91 0 o TIN anasr a an PASUM TO PALO Tm true IM ccwcom"C[ cowww v AM � 0 0IM TW 'PMUTY FFAtwMO DCBM'sr Vn- 4JnW flea Dasia Pon A=IML WIMAL Puma- :�`"�p t ;ss TC DL 7.0 PSF DRWG N Mfe35 91008009 o AR X~ACtVRD "m m "m S&Vm ns VIEL mm PaCLi IEW>/Nna. tP1.[Mvnomme Imft �mm acaaawww a Assts AAAs aPyae A. sm^ TD►0000 04ML se LAumur eeAeeD =j*ON ' BC DL 10.0 PSF HCrENG F5D cM*LY 0004MUM TO W"FALta AT cACM,wan AND LOCM WITH wvsRY ATTACMD PLVNDW 9"UT1AIR iTOT.LD. 47.0 PSF 0/A LEN. 10-8-0 0i W aAAlcome s C.wA�M wrNLI WIDWItpum MCM P SP="80 CHM CM moi.CC�wrUMr�as ' ' .ORtO ''�Q;o ��rT.i ucTi. ��xi,N Pa:PeT.�T�e.T�Lam„. %�'itREp•E�� w � DUR.FAC. 1 .33 PITCH 6.0 12 0 0 0 0 0 0 ,gym-Tom PIATa lo"l ma-OUTI0ML came"wear2c4TIas FM mw cmwwicncm ISPACING 24.0' TYPE COMN-- J013: '15993 BOB BRITE #740 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 5.35 10. 17 14.98 20.04 = BOT CHORD 2X4 SO. PINE #2 19% n WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: • 0.29 10.17 20.04 C N ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. m SEE ORWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. Pi w tD O 01 0) O 0) 4X4 1X3 1X3 6.00 2X5 (Ai) 2X5 (A1) 5X6 1-0-0 10-2-0_1_10-2-0 i-0-0 i 20-4-0 OVER 2 SUPPORTS R-10160 w- 3.50' R-10164 W- 3.50' .PtrT._—T-YP.-ALPINE SEON-- 15993 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.3750 ALPIw scmmmo P'oow; Irc. 75MM MWM 9W"M CAM DESIGN CRIT:TPI REF R235--6156 w 0 0 0 0 0 0 **IMPORTANT** u wn s scvommr sof WARNING IN K%NWM vecriof uo ,.•• I%., 0 0 0 o mulr m P�f Tftsc srCIFICA3206 aA ANY MMATnnf SWOM.M 'Off Ts-,w.aw woo rnme ;�G�{1fMNON 8. . 8�.,, ( TC LL 30.0 PSF DATE 03/29/91 0 0 0 o "af OW&A s ANT FAILOR 70/ULD M TOM IN CONPOMNR COMMWA1M ASO MXM4D no+s-+m�. asp ryr�; '••.O�s: � 0 0 0 0 xiTff TNt 'sotilTY WIANWO anal ft M. ArnE cmwrcm This cmm Pm A00 MAL"MAL PcwfA- i�;� t �:y I TC DL 7.0 PSF DRWG HCUSA235 9!089018 C7 0 0 o AM RUWACTU W rMw N GUM fftv&W Ag fTm UKMG f4W ww7rs FaViVO OM. trans OTHOWK o o anomm soft wnw fE@U"wm ns a ASTff Aus IMN A. amm Tv ofow sfu KLalow"T Mw a 79� '? BC DL 10.0 PSF HC-ENG FSO ALPI 0 o AM%T 000= n To stmt PAM AT UM.ant AND waa WM Pfsa.Y ATTACHED PtYwoo auTrtPs, :/ . �: TOT.LD. 47.0 PSF 0/A LEN. 20-4-0 o TRUSS o a c sf cow fA'frnff mr.�ivas`o Pwn'� or moans®w awns opo fm u m on f s :!Ec .. �r�•-` mm Alp rm OCT). oars MIN PIPE MTMDWT TWAM UP![D. y��fpfp Et1�+`� DUR.FAC. 1 .33 PITCH 6.0/12 0 0 0 0 0 0 ,„m-Tari PLA-19 inn: I=-NATIONAL ac«0"=rneAnD»Pow wow em4rfmucncw SPACING 24.0' TYPE •COMN-- JOB: 15995 BOB -BRITE #740 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 OKO 15% TC X-LOC L-R: 0.29 4.08 7.00 10.17 13.33 16.25 20.04 2 BOT CHORD 2X8 SO. PINE 01 DEN 19% 0 WEBS 2X4 SO. PINE 03 19% SC X-LOC L-R: 0.29 4.08 7.00 10.17 13.33 16.25 20.04 c N NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN m THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. 2 COMPLETE TRUSSES REQUIRED FASTEN TOGETHER WITH : 16D NAILS Vt ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. TOP CH ------------------ 14' O.C. SEE ORWGS. 130 S 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. WEBS ------------------ 4' O.C. STAGGERED BOT CH ------------------ 3' O.C. STAGGERED IA BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER NOTE: (1) 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED 0 BAG LOC 2 20-04-00: 1 BLOCK 12' LONG - 20 16d NAILS/BLOCK FOR (2) -16D NAILS IN BOTTOM CHORD ONLY. 0) NOTE: LOCATE STAGGERED BOLTS 2- FROM OUTER EDGE OF CHORD. o " ALPINE G-90 HANGER MAY BE USED IF SUPPORTED GIRDER IS 3" THICK OR LESS. THIS HIP GIRDER DESIGNED TO CARRY 38' 0' HIPSET WITH #1 HIP 0 AT 7. 0' SETBACK FRAMING TO BOTTOM CHORD FROM ONE SIDE. AND 2' 0' SPAN FROM OPPOSITE SIDE FRAMING TO TC/BC SPLIT. 5X12 4X6 2X4 2X4 4X6 6.00 6.00 /E P--7_ 4X6 (A3) 4X6 (A3) 2X8 8X8 10X10 8X8 2X8 4X6 (A3) 4X6 (A3) • 'f 3748# FROM tit HIP 10-2-0_1__1O-2-0 20-4-0 OVER 2 SUPPORTS R-6745# W- 3.50' R-93214 W- 3.50' -PL-T -T-YP.-ALPINE SEON-- 15995 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.2500 �sna►� ucra o�ooPC. "'+M"E011'E pTWW .•"• "'"gin �� DESIGN CRIT:TPI REF -R235--61589 0 0 0 0 0 0 **IMPORTANT**Z"U "or K acvo"mt"a ATTTWARNING w mmum imariaT me .•SON B•Bq ". 0 0 orwiasw snot Twm wer•innoE CO AMT OMAT30" srOtE.: •r►-7s•.8.014 MW Tmmm = �' ��s TC LL 30.0 PSF DATE 03/29/9 i 0 0 Tt4i Cs:w at ate V,&A M TO Maria M MM 70 CMswotCE C"GWA"T AM MC06WMnos-Ml.. a r '1�f�K .y s} 0 o VM TK 'owun sTA+oAto ASTM• "m. A`ntc TMS MON FM AWXTI"L WMAL PTMA- :Q r , 47� : • s TC DL 7.0 PSF DRWG HCWR235 9f089oDa .n ■WWAVn En MW so swim �•awne VIOL toe WW=M aOAP04O - UNUM oTtVWW Na; i!pmjss oo OTHOWN SMM tE[ntsacs,aPIMMM v AST" AAa MM A. sort Tv Crow 04"C uTtwuT wao � pp• ;�= BC DL 10.0 PSF HC-ENG �MR7 CatC10i TO STM IAC;i AT lAOt JODTt Ara t.Ov7t M1TN twVIRT ATTApED RY1a7�lKATt1iK � O; �.; TOT.LD. 47.0 PSF O/A LEN. 20-4-0 sow. eEomTc wioT"s.ac.• ttouttaL uacas a»Em�LE slaw. srrTa siao wiTtt aac�o an.i"a a swats •.,4r. •. oaf .�.0 oamm MAtomos COW" VM APPUCAaa rtwraos Or As uMOSTso a Caw. co tar uw T . '• SS/EREO'E 13, DUR.FAC. 1 .33 PITCH 6.0/12 +tcs we an oo». oms"will"prim WTUDwr TaeATm LUil11. ".........• 0 0 0 0 0 0 _TR_TOM•LATt ltmm td.wTIOMW CSTw sR0►7CATTo+son Vaso Cots+we*ro■ SPACING SEE ABOVE TYPE COMN-- JOB: 15999 BOB BRITE #740 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE 42 19% TC X-LOC L-R: 0.29 5.85 11.17 15.48 22.04 = BOT CHORD 2X4 SO. PINE #2 19% n WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 11.17 22.04 c N ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. 7D SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. ruu Ut lD O CD CD O la v 4X4 6.006.Od 1X3 1X3 ,3 2X5 (A1) 2X5 (A1) f Til 5X6 11-2-0 11-2-0 22-4-0 OVER 2 SUPPORTS R-1022# W- 3.50" R-1022# W- 3.50' PLT. TYP.-ALPINE SEAN-- 15999 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.3750 ALPIM tWsteecnW POODU ; IK. MGM mosaw ocr.n.ew „NN•NNN♦• DESIGN CRIT:TPI REF R235--6159 0 0 0 0 0 0 *IMPORTANT**Ouu+m s itvmleteraH WARNING no Huw"L oECI7oN uo s••`1pH q e•••, 0 0 0 o MVUT30M nae regia[ O;anartOs 00 AM OMATION awcsM.M •r:-�'.�.cs woo rays gat+..•w•».,�PO�. TC LL 30.0 PSF DATE 03/29/91 0 0 0 o "as emal an as rano et Ta NNLD M raid IM cowasw= C"waenr te0 RCp.for0►TlOet-.Trll. i[[ .� tf y'••• 0 0 0 o WITW M -sMllrr suwwo aarw• ar M. ALnW r►oa UMSM KK AWITIOWL frMAL POWA- TC DL 7.0 PSF DRWG HCUSA235 9!0880!7 0 0 0 0 .R Kw%WACn"W nm io a+ues I&NAMM arta Noa NM=M wGUMmI s. UNLM oTmol"m N 3/3/7790 o A1.PI o 0TWW c� ter,►.AM01104MS Q AWW A..a VAM A. OMw, TOP oaeo O"W urIHeLLr NFACM 'fit s SC OL 10.0 PSF HC-ENG FSO 0 0 .e*Lr ca+alps ro sane nm AT ud Bolen no LMA79 WITH aoroar ATTA04W etTwW O"104"L r� -� TOT.LD. 47.6 PSF 0/A LEN. 22-4-0 Owe. KAIGM KlVM w.'w�RWN.UNLM 9THMIN Owe. aorrw CHM WIN Malo C[AIM a rocas ORtO�`�ti,•'�I o TRUSS c MCC a.woeoa cwowe MTN .r.LICAU r PRO"NOG Or as W=nao w o 01. oo Hm uu Tms ,•�' c- c, !I DUR rrt FAC. 1 .33 PITCH 5.0/12 0 0 0 0 0 0 ANN AM: W". ocalOWe 7K PIH!ier+iaHr re9ATO LUNKI. �a�.N.N••• • —TPI oes-ToaATs IM72W L Hos-NWTIOUL UMS"W MMATIM POP NOW enOTaierlOM SPACING 24.0 TYPE COMN-- JOB: 16000 BOB BRITE #740 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 5.85 11. 17 15.46 21.00 = BOT CHORD 2X4 SO. PINE 42 19% n WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 11. 17 21.00 c RT. BLOCK 2X6 SO. PINE #2 19% BLOCK LENGTH - 5.200' N m ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. N SEE DRWGS. 130 G 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. w (D IA 0 CD CD 0 0 vt 4X4 6.00 1X3 2.5X4 6.00 �3 2x8 (E3) I 2X5 ( A1) lit 5X610-JO-7 3X6 (E3) ii-2-0 10-1-8 , 1 21-3-8 OVER 2 SUPPORTS R-9734 W- 3.50' R-9734 W- 3.50' PLT. TYP.-ALPINE SEGN-- 16000 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE s 0.3750 &PINE vwmwm Pmaoucm ="• 119)N s wa 1 c=TYAM cue ..»•�«�« DESIGN CRIT:TPI REF A235--61594 I o 0 0 0 0 o **IMPORTANT**wu a, a ieeomme Foy WARNING 3M Mree.3ML NIEMEN aro 0AU = o VUT30N MW voce a eaF335►T3" oR IMT W41A 1W w�tis.ea •W/t-�•.ea�.aMt aom Tom! \�G10��,A ,yTC LL 30.0 PSF DATE 03/29/91 ME omm a AMT raceme rD WILD?w MOVE 3R aarewrrer"mx Mocrios- m). sE •�,; •+Irn ne •oe�L3rr sraroro os+w•er m. r.F3Re Twc ceaaM ray am3r3aM�L nec3aL rcrWn- � �" 7Z TC DL 7.O PSF DRWG NCt�235 91888005 •R MSM/aCfpip eRm� p wee caLvaRIAO tltel Mpn sv�cns RWIT�rts. uiswe = N 31294 .sonenlec wwL M33trI1s RFWIFINWIT aF AM" uu awe•, 00^ Tor CHM sato w LATauu7 Bohm . ' BC DL 10.0 PSF HC-ENG FSO =T 0064c mi n WIN ram 0 caw,loon ro Loon vim wveRr ATTAa n ftv m a1QarM3Me � TOT.LD. 47.0 PSF 0/A LEN. 21-3-8 wos�. arms e3Ons re r"mot sates onEwla so . W7TTw woo+Irq R3Q0 tt7L3Rs A eRKtMafes... OR1CUM srroaoe m� WM AWL3rJW.e wov3nws r s13Sr3M w occscM. m my us ME DUR.FAC. 1 .33 PITCH 6.0 12 "OSAM:TF3 m". CMSN VM FIN 19TaWwr UUM UMER. •-�?rft •'�, 0 0 0 0 0 0 �-M-nuc PLAT[IMPS 100-wTIOW& M004 NPRO A'"0.roe WOOD C"TRUMON -""' � SPACING 24.0 TYPE COMN-- JOB: 16009 BOB BRITE 0740 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE 02 19% TC X-LOC L-R: 0.29 7.31 14. 12 21.15 23.88 30.81 37.71 = BOT CHORD 2X4 SO. PINE X12 19% n WEBS 2x4 SO. PINE 03 19% BC X-LOC L-R: 0.29 7.31 14.23 21.15 21 .15 23.77 30.81 C 37.71 (n ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. 73 SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. (A) IX4 'T' BRACE. SAME GRADE AS WEB MEMBER, ATTACH WITH N 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY w SHIM ALL SUPPORTS TO SOLID BEARING. ERECTION CONTRACTOR. (B) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY (D SPACED. ATTACH WITH (2)80 NAILS. BRACING MATERIAL TO BE SUPPLIED p AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION co CONTRACTOR. O1 O u d r 5X9 1 .5X4 5X9 2.5X4 6.00 2X5 (A 1) (A) 6.�jK 2.sx4 (A) 1 .5X3 '0 5X6 5 2-3 2. 5X4 2. 5X4 3X7 2X4 16-10-4 1-0-0 14-1-0 9-10-0 14-1-0 38-0-0 OVER 3 SUPPORTS R-10430 W- 3.50- R-18150 W- 3.50" R-7476 W- 3.50' i PLT. TYP.-ALPINE SEGN-- 16009 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE . 0.1875 ? AaP311E o�elto rlrDucrs :Ne. TgAN;9`�°""'�ExTPne ws ..... DESIGN CRIT:TPI REF •R235--61599 j 0 0 0 0 0 0 *IMPORTANT**sou,NOT w 1EsroNsmi!nw WARNING n1 MWOLIN& MCIIw NO � y- f+B•R a v a a aEWL►r3W n1a1, oEnnuus� a.,,.ar3a3a1 EANCNE.9a •ErT-Ts uwclNs roaD Tr+99Ee _`*; ,,,.• -' 1F. TC LL 30.0 PSF DATE 03/29/91 a 0 0 o "as owsm an an rm" TO saata THE mm IN cwo mwm ca"RANT rO fccowwQ&TswG-�Tril. Ac -A-Y. Q►t�F �•it 0 0 o a MTN TK -9DALITr SUPW O 99s9E• 9T"n. ALMON 0004 TWO omw ION ADDITIONAL arena.PLVA. 14.-, t ;Z TC DL 7.0 PSF DRWG MAM35 91088014 a o a C� AM NAMPAaTUAW V N ie 9AUEE 9n.rAMM OW& fdW SUMNO MOUrPI OBS. uuv OTWOMtt i� • �479A � •° BC DL 10.0 PSF HC-ENG o A(-PI o oTlcwase E1cra NEeT314 IeEwTElcN+s v ACI- A..E 9NAoe A. mora TOP oclo aNua 9e uTewur eN.�o :/?� Arran commicR TD w"ram AT LAW !DINT me aOraTE WITH wo.an.r ATT&0"PLYWOOD ImATN3Ns TOT,L0. 47.O PSF 0/A LEN. 36-0-0 a T1'�iss C� powd. Kama lourm AN A•N waft tmzn OTN mjw sNDI, 90"01 CIOO WIN ra930 CEILING 011 sKCM ='�f•••.,CO Rt '��Q: oEOMw WANOwO CaNFaw WTN ArrLICULZ wwIslas Or At VMrI® ON QOEN. OD AW us TNIE '-,C^f; .�`� DUR.FAC. 1 .33 PITCH 6.0 12 am@ AND wm OCT!. 0MON 1DTN FIN PVAIOANr 7WATED U04M. C= o Q C o o "rM -,aO PLATE INSTI f Not-NATIOIYI QaM sctnnuTT01 fat WooD cnaTNueTTON ' SPACING 24.0' TYPE VAL T-- I - JOB: 1 996 BOB BRITS #740 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)- SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SO. PINE #2 19%. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 3.77 6.87 13.13 15.23 19.71 = BOT CHORD 2X4 SO. PINE #2 19% n WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 7.15 12.85 19.71 c : T1-2X4 50. PINE #2 19% THIS #1 HIP DESIGNED TO SUPPORT 7' 0` JACKS WITH NO WEBS. m N NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN w THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. IA SEE ORWGS. 130 G 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. 0 0) CD 0 u 0► 5X8 5X7 1X3 T1 1X3 3X6 to 1) 3X6 (A 1) 6.00 6.00 1 � 4X4 4X6 1-0-0 7-0-0_1_5-0-0 7-0-0 1-0-0 20-0-0 OVER 2 SUPPORTS R-19670 W- 3.50' R-i9670 W- 3.50' -PST-YP.-ALPINE SEQN-- 15995 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE_ - 0.3750 AL"m Ommma- MN-uCI% INC. TRWIM"Iasis IXTKK cm ..r. DESIGN CRIT:TPI REF 8235--61590 0 0 0 0 0 c� **IMPORTANT**swt Hot a Rvwsleu raw my WARNING IR wMouNs pEcrla ATo N g g""., 0 0 0 o muTIa row ma MancATI-r[ a ml OmATIoN s Oafs•s.T_Ts••sr.clWs rano TMWaae ,,Ka '• 'PO� s TC LL 30.0 PSF DATE 03/29/91 0 o C o Trio aWM a AMT rAaa[To waw THE Trus IN CO WAM Arp rtwwo►Ttw[-.Tr2l. s[ ..... 0 0 o c MITI TrE '-ItAUTT sIAWWWs atlwl' sT M. At►IWt Tws is aw rot AuatT266a tritIAL s! TC DL 7.0 PSF DRW6 FK.tw35 9ioswi6 0 0 0 o AMMALWACTNfo "M s WWK WLrAMIIwi s*m r[!R wucas AMM-M. vats 01NEW.R :a:.. 316794 .61 aas w0K MR. rnuoAMAAN OkUt A. 000% ?W ZM 99"s tATOULLI Nva- SC DL 10.0 PSF HC-ENG LC o LPI o nsnsoes a�� eorteT-�s Tp wm1 sAaf aT[AeH,loan Aw LOWN WITw 1Msa.T ATTACWW r�TMOO-lb"TMIrR •!� 0 o NOM. KAM*nuns AN A•MORIN.w m O'"amm sats. w"as 000 w2vo moo CL32M w1 wttis •: f . Qa�OI�r�?� 70T.L0. 47.0 PSF 0/16 LEN. 20-0-0 TRUSS o VMWN srATsros MWORM WITH URICMJ VM-TISIDS WAs M=RS= a O[aw. m OWM M3 +E •-•••'� ,�.• DUA.FAC. 1 .33 PITCH 6.6712 0 o e C e o Aro+*n ft'". ams"Warr"mlor"awr vulm umm. y„ tEREE ; +-m•"NA[RAW INO27 M NO-r"TIOwl MUNN NMMIMAMM Ra 7100-C0487M tIOM SETBACK 7' �r TYPE HIPS-- Jos, 35997 BOB BRITE #740 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTEP BY TRUSS MFR. TOP CHORD 2x6 SO. PINE 02 19%. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 3.77 5.87 11.17 15.47 18.56 22.04 = BOT CHORD 2X4 SO. PINE #2 19% 0 WEBS 2X4 SO. PINE 03 19% BC X-LOC L-R: 0.29 7.15 11. 17 15.19 22.04 C :71-2X4 SO. PINE #2 19% THIS 41 HIP DESIGNED TO SUPPORT 7' 0' JACKS WITH NO WEBS. :0 N NO WANE, KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE ORWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. O 0 C4 0 O v • I 5X9 1 .5X3 5X9 iX3 1 1X3 i 5.00 Li 6.00 T1 3X7 (Al) 3X7 (A1) Z3 i 3X4 5X7 3X4 7-0-0_1__P-4-0 7-0-0 22-4-0 OVER 2 SUPPORTS R-2118# W- 3.50" R-21184 W- 3.50' PET: TYP.-ALPINE SEAN-- 15997 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.3750 Aunlawommmo Pamc{a loc. HUMS rgMat NXMM CANt0 "^�N,y� DESIGN CRIT:TPI REF R235--61591 a Q c a a o **IMPORTANT**BULL WT K At90M ME"M MY WARNING sN "Apwow mcf1m AM ,a �8. vsann a B o a o o CMATM VOW TKU sos AM w"ATIP� •,wA9 swcm.m •sm-Tsis mw TM�xe[a V Diy:'s, TC LL 30.0 PSF DATE 03/29/91 0 0 0 o THIN cW w a Awr rasur�To wAsln TAt TIME se w'Fowc[ consw►.wr AMp�w.rwr�ars-�**r�. Ec :��:•��f��•., . O a Q t= WW TM[ 'NWLIW WWO MN=§r NT M. AJ4Me •BMs MWNN Fal AWITIOWL WE AL RPM- . . -'W W to = TC DL 7.0 PSF DRWG HCUM35 91089007 a a o cI .K %wF&crJXW A 0 zb 6m= NALrAR20 IRCIL UNJ= M ff suz3ft ROYAOOA1s. tfkm NTMMMMIR Fic Cs 31,194/ BC DL i 0.0 PSF HC-ENG C A� PT qG CINOWN*Oft MEETIN6 MMRJIMs DF AS= AWN Wam A. 00A Ttp 000 W*U W MTMAY EXAM '.- •�,AW'� n{• i as lY 0"wmw "mm F""si N+d a m rO LWAM VM — 7 A'ffa* 0 r�LTMW SW Wm, � FF��"""!,: C= TRUS$ o � sTA�AMo m m AN a, I"w L U"ww .Rola a a AN °miaa ftwo ce olum on�; 7.1 '! � ,� � TOT.LD. 47.0 PSF 0/A LEN. 2 2-4-0 '3►eReo•� DUR.FAC. 1 .33 PITCH 6.0 12 O O d a O C Alp AND ml O'eTl. DpiM MTM FIM[it•A(OAMT TAEATEA UMRe. phheh..n•d�" i —TPI -Twee PLATN IMOM e. NO-wiC7 TION&L CM06 EiTCA'"C"PM WOOD Cwww TcttSETBACK 7' 0' TYPE •HIPS-- JOB: 15998 BOB BRITE #740 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFA. TOP CHORD 2X4 50. PINE #2 19% TC X-LOC L-R: 0.29 4.77 9.03 13.30 17.56 22.04 = BOT CHORD 2X4 SO. PINE #2 19% n WEBS 2x4 SO. PINE #3 19% BC X-LOC L-R: 0.29 9.15 13. 19 22.04 c ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE ORWGS. 130 8 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. N w Ot tD 0 OD 0) . O 0 IA 4X8 4X4 6.00 6.00 3X3 1X3 j. 2X5 (A 1) 2X5 (A 1) 2. 5X4 5X6 9-0-0_L4-4-0 22-4-0 OVER 2 SUPPORTS R-1022# W- 3.50' R-10224 W- 3.50' PLT-,-TYP.-ALPINE SEAN-- 15998 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE. - 0.3750 CT%0 o d o c d **IMPORTANT** RrI a .aR' :waRNiNs wuo c��cr ,ftM�io "1pN(t""'•+ DESIGN CRIT:TPI REF R235--6159 vARUSS , Sr • os� TC LL 30.0 PSF DATE 03/29/91 aevsaaa TOM nest SPEOPICAIM4 oR MY OMATION su.0w.sss •wR Ts•,um=M a m rRsssa ,nos mfM aM rA ra2Lpa Tn NOLn M� M 20 tWW6W= MOWWWr NO RCOMMOV290-6m). � �aNarN M •wMl2ri ftaOre sslss'!n m. w2m nas aasr rat ALIISr2aMK s+tc2a rtww• iQr� tTC DL 7.0 PSF DRWG �iCl1SA235 9108800! v vs .wr.arry nw so sauw aLw�w22to slsi< rai Wursus Rauswt«+s. wLas orMaRasc =. 34791 � .eo °* �fN01t 'Q*='�aa.waes a aslM .s wl.os s+art rar a+oo swu a urosiLtr wscto q� BC DL 10.0 PSF HC-ENG F5D C� awgr oo+wctas ,o ssru rant ar sr0.ioz«+ rw touTt MSIN wstwr arTapfn rLrwso sr.TM2rTOT.LD. 47.0 PSF 0/A LEN. 22-4-0 o awsw. arcs amus AM 4•MOM uatw anew2a wow. smrou oao WIN man aa2w a wrais %;��.,.OR�10.;`��''• � J assaw sTrorss =WOW Msru A"LICMLt osoas2ws Or $4 2r=FIM a m 01. m um uss"as %,,��Fa(p�Kc, 1 OUR.FAC. 1 .33 PITCH 6.0/12 e e d e o d "os rs Rn veil. amem 107"pvw 11"Amwl nTal[n LUMBER. ■--m TRrs PLAT[INVI ws-wTIOYL MWON 9P=r7Gnen on ROI VetlosTAJCRon SPACING 24.0' TYPE HIPS-- JOB:' 16003 BOB BRITS #740 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD' 2X4 50. PINE #2 KO 15% TC X-LOC L-R: 0.29 5.65 11. 17 15.30 21.15 26:07 30.97 = BOT 'CHORD 2X4 SO. PINE 02 19% 34.23 37.71 n WEBS 2x4 SO. PINE 43 19% BC X-LOC L-R: 0.29 5.85 11. 17 15.48 21.15 26.07 30.85 C 37.71 UI NO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. (A) IX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH N 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY w ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. ERECTION CONTRACTOR. SEE ORWGS. 130 6 150/16OA-F FOR TYP. PLATE LOCATION DETAILS. (0 SHIM ALL SUPPORTS TO SOLID BEARING. SPECIAL LOADS -------------------------------------------------- CD TC From 74 plf at 0.00 to 74 plf at 21 .00 (D TC From 165 plf at 21.00 to 165 plf at 31 .00 O TC From 74 plf at 31.00 to 74 plf at 38.00 01 0 BC From 20 plf at 0.00 to 20 plf at 21 .00 BC From 45 plf at 21.00 to 45 plf at 31.00 SC From 20 plf at 31.00 to 20 plf at 38.00 BC 6354 Concentrated Load at 31 .00 2 .5X4 5X5 6X6 6.00' 6'00 3X5 3X5 5X9 1 .5X4 2X7 (A 1) 2X5 (A 1) (A) N- 3� 6.00 i 1 1 . 5X3 3X8 5X6 2 . 5X4 4X4 j 5X6 16-10-4 11-2-0 4-2-0 15-8-0 7-0-0 1-0-0 j 38-0-0 OVER R-8360 WT R -980( W- 3.50" 3.50" R-15844 W- 3.50' •P6-T--TYP.-ALPINE SEON-- 16003 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE.- .O.-1875 ALVIw 11163WEENCO PRODUCT; INC. T' am am m Wffmw Wm ...-....,;, DESIGN CRIT:TPI REF R235--6159 0 0 0 o a a **IMPORTANT**anLL On K NEMNSIELE FOT WARNING X TTATa.ns ERECTION ATo APJUAS Wn&Tsw rXX V4U WMFICAnos ow AMT UMATION aaUCAs.EB •srT-'s•.waN rdW TWA=* ON tt TC LL 30.0 PSF DATE 03/2g/g1 TMrE omaT aT AMT FAuot To EuzLo TME TEUEs SM cs�wTwrct coWEMTaTT AMo uco�o.nos-.T�i. c�.�; 0:frl mOWITT STAND"W7W' sT m. ALPINE TWS oeuEM nR A=ICML VICIAL v[ww- =4.: 1w ; TC OL 7.0 PSF ORWG WXtW35 91088006 AN mmmACTumw rMw W SAM EALT�AM M ETm nEMT ORCINS NEalITMI1s. LMJW°"a"au34791 . BC OL 10.0 PSF HC-ENG C OT04MK INOW OffI s uauaTgmum a ASTM AYE SPACE A. sow Tv uow INA L eE LATETW1T PRO= %AFPLT CoN{C7005 To EOTM FACES AT EACM 40" AME LOCATE WITH TRETLT ATTACHED TL.WW aE►TTUMR - ' TOT.LD. 47.O PSF 0/A LEN. 3S-O-O 00". SEALS NIUM AK A•10UNAL MUM OTTEnMIK sow. amw CMap MITM 1RQa alum Ow ewclTs ''p ' ��Q�oEErsT sTATo+Tas eoTTFEwT r1TM awLiwt rwirluorE a AS oEela�i r�I F1WE iETAiow*TnEAT®LOEEE s a m we aT.s scn. .'y.flip `� DUR.FAC. 1 .33 0 v 0 0 o c „-� -Pas RATE IIOTITUTE. MW"wTlanL oEWIN SPEW)anw Fon woo COETRUCTION SPACING SEE ABOVE TYPE SPEC-- f J014, 004 BOB BRITE #740 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 5.85 11. 17 13.30 17.24 21 .15 25.07 = BOT CHORD 2X4 SO. PINE #2 19% 26.97 33.23 37.71 n WEBS 2x4 SO. PINE #3 19% BC X-LOC L-R: 0.29 5.85 13.48 21 .15 28.85 37.71 c ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SHIM ALL SUPPORTS TO SOLID BEARING. m SEE DRWGS. 130 9 160/160A-F FOR TYP. PLATE LOCATION DETAILS. N w PROVIDE FOR ADEQUATE ROOF DRAINAGE. IF PARAPET WALLS OR CONDITIONS N EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST t0 BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE AND PREVENT PONDING AT ALL TIMES. 0 CDm O w 5X5 ] 5X5 1 .5X4 6.00 2,5X4 1 .5X4 2 . 5XA 5X5 5.00 1 .5X4 2X5 (A 1) 2 X 55 (A 12 6.00 5/47 9-3.9 2 .5X4 5X8 3X8 5X8 16-10-4 11-2-0 2-2 15-8-0 9-0-0 1-0-0 38-0-0 OVER 3 SUPPORTS R-980# W- 3.50' R-1759# W- 3.50" R-8674 W- 3.50' P6T:•-TYP.-ALPINE SEON-- 16004 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.1875 ALP11e°1w4wu 01WXM t'c• ""'°s WEAR mmom� .." .,, DESIGN CRIT:TPI c F -8235--6159 0 0 0 0 0 0 **IMPORTANT**srLL mi K mwomgtne Pay ANT WARNING zM HwwNF, VaCTtOT me `"lON Q 0 0 c=3 aFKATta FOM WU W=FICATIOi of ANT s1,TrsATIW W*=NF.sa •s..-7s-,w� INS roan TRAEM �ta� ..... e�p�� TC LL 30.0 PSF DATE 03/29/91 ?NO MWIN a Ain PAUUM TO FYfla Tle TAS 1r CFNWOMILH's CO MMAAY AND M064M TIoi-alml. st ?��• y�It IWM fle-O)AUTY s1A1FUM FFTN• a m. m-nug Ras c aps rm Am mL WMAL rear- _�:�^ ms's TC DL 7.0 PSF ORWG KUSR235 01088013 Are rrpPACUMV nw p awss suv.rum s+m wR a.a�i msaunvaes. ours oTmomm N 34794 1 A0otwrust slwL WeeTili WlU3P WM a AM A" arae A. slew, Tor N46 VOLL K uTWrLLT IPA= . .�rz BC OL 10.0 PSF HC-ENG FS0 awtY CONCIat TO WM PACs AT era JWNr YO LOCATE WTW PMWMY ATTA*=PLTrWO W"maIi Sam. sum#lQvm Ale A•rpasrl uNuss aconin show. w"al CHM 10TH awn muss a s Acv4 P�'' .,,ORtTOT.LD. 47.0 PSF 0/A LEN. 38-army FTAVAIM COWOM la= AP.LtCAsLE P.ortaai AN W=rtm a arwFN. an AOT use flan •• a �,'� •-,'�r� DUFt.FAC. 1 .33 W=AM mot M". ocwsN 107H rva fArmem"7MATO LUNE, 0 0 o C7 o C +--"n-TTrdss PLATE ImiTTURF Nos-wTIOWL=WON ZP=rl ATIDt Pa WOW OOGTOWC"00 ��n�"•" • SPACING 24.0' TYPE .SPEC.-- JOB: ]6007 808 BRITE #740 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 . 5.77 11.03 16.07 21.15 25.97 32.23 = BOT CHORD 2X4 SO. PINE #2 19% 37.71 n WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 5.77 11.15 16.07 21.15 26.85 32.23 c 37.71 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICA7EO. 7D SEE ORWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. SHIM ALL SUPPORTS TO SOLID BEARING. N W Cit tD 0 CD CO 0 0 w 2 .5X4 5X9 2. 5X4 1 . 5X4 5X9 2 6.00 2 .5X4 2X5 (Al) p 2X5 (Al) 6.00 r n - 1 .5X3 2 . 5X4 5X6 2.5X4 1 .5X3 5X8 16-10-4 11-0-0 16-0-0 11-0-0 1-0-0 A 36-0-0 OVER 3 SUPPORTS R-9804 W- 3.50' R-1759f W- 3.50' R-8674 W- 3.50' -PLZ —LYP.-ALPINE SEGNN-- 16007 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 _. SCALE- as 0.1875 "�'�'�"'�' ° "'m""R I'c• TFC°mauve°i.'"'t� .«•�» DESIGN CRIT:TPI REF R235--61597 0 0 0 0 0 0 **IMPORTANT**Sw.I KOI sE awo■ae►c roK .H,r WARNING IH HAre NIL vEalom AM ,.tioN e"""�•., 1 oAmiss UMATIOH rFW TIES asaalnc►T1as os AIR UMAT"M MWONS.att •rr-7s.w.aw roto Tom= NSG ' q0•. ! TC LL 30.0 PSF DATE 03/29/91 Tess atom aK an FAX&M To auno TSE.runs IW t0WV0Wat C"CNIAKF ro rsCawo nms- TMI. Mu 4.*4:�ZtfM',••�'': VM TIE'WAAUff SUMAro acres•aT T/I. AtrIKE CMM TMS'MUM RN ACWTICHAI SPECIAL RKKA- l4r.1 i Vi' `y=: TC OL 7.0 PSF DRWG HCUSR235 91088003 a aw ■•�•+►aeTUEo ewof to squat a4tvaH72tD s+tt Hpfl sKaelHs XEaulffEnSf*s. vatas oTwrftst i N 3479< o orrvrnSE Sorsa rams AMffl lEH+s ar JXW urs WAat A. Sora tar CHM SHALL a LAT[HALLT MAW i l? ,,(( � i BC OL 10.0 PSF HC-EN6 FSO °war oarEcrais To Farr FAQs AT taar conn Me Localm WITH "vv�T ATT4ow PLY"No a lEATHIK iSow. KAMM vans LLE A•11MIft tPUM 07MMIK Sow. WgMN CWM HATH V413D an.Ls a eKfuHs P * TOT.LD. 47.0 PSF 0/A LEN. 38-0-0 onsSr sTAwrss aarwr W MI AFrLIuas MW SLOW ar As W=rsto of otasaH. ao HIT ;ss THIS '%fc ''aR14:��`� j .m@ Aro On mc». M02614 WITH FmE WTAwwr IMMATED tueEa. DUR.FAC. 1 .33 PITCH 6.0/12 0 0 o O o o _"n -Taus MATS nsn Hss•NATIONAL CMSH SMOVILATIOf nM wao r�s7MUMO SPACING 24.0' TYPE HIPS-- JOB'• 16008 BOB BR TE #740 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 5.77 13.03 17.07 21.15 24.97.31.35 = BOT CHORD 2X4 S0. PINE #2 19% 37.71 n WEBS 2X4 SO. PINE . #3 19% BC X-LOC L-R: 0.29 6.77 13.15 21 .15 21.15 24.85 31 .35 C 37.71 N ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. 70 SEE ORWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. (A) iX4 "T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH N 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY w SHIM ALL SUPPORTS TO SOLID BEARING. ERECTION CONTRACTOR. ;B) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY IA SPACED. ATTACH WITH (2)80 NAILS. BRACING MATERIAL TO BE O SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY O1 ERECTION CONTRACTOR. 0)O N O i 5X5 2 . 5X4 1 .5X4 5X9 2 . 5X4 2 .5X4 6.00 2X5 (A 1) (,131 6.00 (L) [>2.5X4 _ 3� (A) -T- 1 . 5X3 5X8 '.`ov 5 2-4-3 2 .5X4 2. 5X4 3X7 2X4 j 16-10-4 1-0-0 13-0-0_L12-0-0 13-0-0 38-0-0 OVER 3 SUPPORTS J R-1054# W- 3.50' R-1790# W- 3.50' 8-7610 W- 3.50' P6Z.-EYP.-ALPINE SEON-- 16008 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE--.0.1875 T� AVIFt s»mRsass wooucm INC. Twwas RnnAd 9=04 tail DESIGN CRIT:TPI REF 8235--6159 0 0 0 o cI o ]X"AATMsP+QFRnpITTKQNTMG�7I0M ON Off�nc"ATIw my M=N@.ING SM - n7s-,0"O�G wm?Kom*we t'SOW..'%. t��9 I 0 0 0 o THIS oma am ANT FAauo T9 SOLD THE TRuss IN CorawWec 6DSEeTANY APO Rw«ao nvs-•Tni. Rc �� tFi�'•.0,�•; TC LL 30.0 PSF DATE 03129/91 e o e e "m"a "9^1TY suALPINE @PM*sr TK. rl�e Cone "US CEMON FOR AWnIOFML SPECIAL MWA- ice`";. Q` 1 •�',y' TC DL 7.0 PSF DRWG HMPJQ35 91088020 � C7 O CI C AM ■&KWACTWW rMw " SAM sA.YawIS9 WIML L04ASS Apr►OW=N§RWSROWTt. UiRi OTKaKR o ALPIN a orwANI!soft jeM ieaimooeTes OF ASTR ass 9niOE A. sow TW ooio awu ec�aTERAur s>aa9 ;i� 34794 ' • i BC OL 10.0 PSF HC-ENG q o away cmacTas To SMR P&=s AT amp.love aro UWAIX Va woFpaY ATTapt9 F�moao 9MUTwr• i��/G�'�'—?' TOT.LD. 47.0 PSF 0/A LEN. 38-0-0 C= T�55 o aEsssr s�Aww� a um mow • Mum mm�aTw arn►ICa<t wwv,ucm ��maw acam Mao�aoI wr u TR OR y4�� aas Aro rTrl ocTl, aessw WIN FIN NE-AFOMY TRAnD L"O. •''.`i'�FR(p�E1i�+`� DUR.FAC. 1 .33 PITCH 6.0/12 c C= o c C= o "--m -Twss FLATS I"fit ros-MAIMPAa asslsM sRCIFiCATION sa uoao CONSINILTION SPACING 24.0" TYPE VALT--- . J68: 16012 BOB BRI7E #740 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTE BY TRUSS MFR. TOP CHORD 2X6 SO. PINE 02 19%. EXCEPT AS SHOWN TC X—LOC L—R: 0.29 2.87 8.90 12.19 18.46 24.87 31.29 = BOT CHORD 2X4 SO. PINE #1 KO 15% 37.71 n WEBS 2X4 SO. PINE #3 19%. EXCEPT AS SHOWN BC X-LOC L-R: 0.29 1.26 4.26 9.08 12.08 18.46 24.87 C 31.29 37.71 N : 71-2X4 SO. PINE #2 19% : : WS-2X4 SO. PINE #2 192ru ]I NO WANE, KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN 2 COMPLETE TRUSSES REQUIRED w THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. FASTEN TOGETHER WITH : 160 NAILS VI TOP CH ------------------ 16' O.C. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. WEBS ------------------ 4' O.C. STAGGERED SEE ORWGS. 130 & 150/150A—F FOR TYP. PLATE LOCATION DETAILS. BOT CH ------------------ 16' O.C. O O) PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. � THIS GIRDER HAS BEEN DESIGNED TO SUPPORT: � FROM ONE SIDE-- 7' 0' OF SPAN FRAMING TO THE TC/BC SPLIT OPPOSITE SIDE-- 2' 0' OF SPAN FRAMING TO THE TC/BC SPLIT GIVING A TC LOAD OF 157 PLF AND A BC LOAD OF 45 PLF 5X5 7X6 3X8 4X7 7X8 1 .5X4 3X7 5X7 O:il ':; III T ' 3-110-3 2-4-3 _1�j� 6.00 6.00 7X8 12 1 .5X3 6X8 5X76X5X10 2X4 4_.24 HS512 1-00-0 35-0-0 i- 3-0-03-9-0 3-0-0 25-11-8 38-0-0 OVER 2 SUPPORTS R-4349# W- 3.50' R-3957/ 1i- 3.50' P6T:-"TYP.—ALPINE SEAN-- 15012 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.1667 "�0ja p'vi'em0 PmOwxm r'D• Tom:aat17 EXTasa CAN ....«w DESIGN CAIT:TPI REF R235--61600 0 0 0 0 0 0 **IMPORTANT**awu NOW aEsaoaviaLc Fon ,wrWARNING m Hwava satiTraN Aro �pN g ��.., 0 o c o Osvrarrac r■or lwm saapFICATros ON AM arsarrw sarciAs.ss •arr-Is;arc.crw.oao TAAsvi� V O''t TC LL 30.0 PSF DATE 03 29/91 0 0 0 0 TIME avism 0a wr T"Lu o To maim Tm mm 30 Cmvmu= coweamy Aro Roowarn - o owTP31. We 0 0 0 0 a LI ITM T 'QUALITY aTAADAND ss+eN•IT M. .va M ALPINE THIS oasrOM roc AWIT1OALLRtrAt aa[mA- W� �^; ;. TC DL 7.0 PSF DRW6 NL 35 93088010 0 0 0 o w uA.snASlvea .�oA so sAAiNa sxvAg2N0 s+m wrr ac.wcs RNuaaores. vases a*�rras :a Na 341 BC DL 10.0 PSF HC—ENG C== �PI p onetwrsE sc�o»K asnAs iEstnaNtMti OF ASTu tAAN enOc A. awut TOP eao a$Au ac unauur wuctD �' o e ArRr cweccas To a0rw rAas AT ana.iott+c AAo tauAa AnT$ FaorDar ATr.otp PLvwsO 11114"71411416, rr rl `fOT.LD. 47.O PSF 0/A LEN. 36-0-0 TRUSS o aa«. WARM vinnN AN ■O�111K maws ODOMrae~. 00"ow Dow VIIN ana0 anis a sarcvs 's v 0R � .= awr s+ANonas 0a►wM NOTA APPLIGAUJ PROVISIONS AN arNetnsO ON DESIGN. 00 NOT ua TMrs • •.,F ...�'� =as AM rm M). OMNI AQTN Frac WTAFOANT IMTEO Uuaca. %C�s►FRED'S DUA.FAC. 1 .33 0 0 0 0 0 0 _TPI -Tws PLAIN IM73MAL ,®.NATIONAL avis$wq=rTeATIQ.PpA.0a0 eGamUCTION """"•" " SPACING SEE ABOVE TYPE SPEC-- JOS: —16013 BOB BR TE #740 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE 42 DEN 19% TC X-LOC L-R: 0.29 2.55 5.03 8.90 12.19 18.46 24.87 BOT CHORD 2X4 SO. PINE #2 19% 31.29 37.71 =7 WEBS 2X4 SO. PINE #3 19% - BC X-LOC L-R: 0.29 1.25 4.26 9.08 12.08 18.46 24.87 c 31.29 37.71 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 S 160/15OA-F FOR TYP. PLATE LOCATION DETAILS. N w (A. t0 0 CD CD 0 i 6X4 4X6 5X5 1 .5X4 3X5 5X8 1 .54 3X6 4X7 4-10-3 Q s.00 s.00� 12 6X6 i2 1 .5X3 5X9 4X7 6X6 6X12 5X10 2X4 2K4 1-0-05-0-0 33-0-0 1-3 8 3-0-0 -,4-9-0 I 3-0-0 25-11-8 38-0-0 OVER 2 SUPPORTS R-1847# W- 3.50" R-17590 W- 3.50' P6-T T-YP.-ALPINE SEGN-- 16013 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE_.- 0.1667 o c c c o o **IMPORTANT**atPlw� � K. '�'�`Swaim°"m cue '"'"�'••., DESIGN CRIT:TPI REF 8235--61601 I aNAu Nam 9t aaP mm. m.IWARNING zi mm lmk acctloS me r.-0.10N R ATRUSS MVUTION raw TIE: — FICATsai a ANr OMATION mmm s.m •9NT-Ts•.ar.csrs Xacw TgaAtt a ..••.., ••, TC LL 30.0 PSF DATE 03/29/91 TNIs QtI9N w am sA�tUR Ta aww M T111W 7N carasNurTr aro ROO�lO�77wi-+7�I1. !inrM THE row►Inr aTANDANa octan sr TPI. ALPINE Tas CM94 FOR AWXT=ft wcu AL PEwKr IQ ;� t zs TC DL 7.0 PSF DRWG � 910OW15 AR N~&Cn W naw " aaa9t 9AtrANIIEa atm rpr aNAcsrs RoUVONIP s. tmEcs 3A191 OT EwasE srost MEMO as JIFAM s aF A TN AAAs snot A. sow, TP CHH OWLL ME u,Twur 9mm s ' „�,( 8C OL 1D.0 PSF HC-ENG FSD APPLY C004MOs To Son+FAws AT EACH JQW AM COMM NSTN F+vtKr ARActy PITNaaa 9NEATNINK �Tomm. 9E�t"lams APE A'Na t"L UNLM a ml9t sow. savTw o+DiO aT+, mock oalm a9 wncva I;PSC., pptp!: r�: TOT.LD. 47.0 PSF 0/A LEN. 38-0-0 ossa. 97ANDUM mrssr WTN APKICJiE PNarISIaNs ar At 9rcanm a ata9N. oo NOT USE Tag ,�¢�fR •• �� DUR.FAC. 1 .33 aT ams me ►I a". aEsiw YITN FItE PETAPOrTT IMAM upm. j 0 0 o = C e —Wr-pass KATE lasts NEE-NATIaNAL cESISM aPMrICJTIGN FON WW ears"Le"a+ ' ' SPACING 24.0" TYPE •SPEC-- ' JOB: 16014 BOB BRITE #740 THIS OWG. PREP4RED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 DKD 15% TC X—LOC L—R: 0.29 4.44 7.03 12.19 18.36 24.58 30.97 = BOT CHORD 2X4 SO. PINE #2 19% 37.71 n WEBS 2X4 SO. PINE #3 19% BC X—LOC L—R: 0.29 1.26 4.25 9.08 12.06 18.36 24.68 C 30.85 37.71 w ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. Ia SEE DRWGS. 130 & 160/16OA—F FOR TYP. PLATE LOCATION DETAILS. WIX4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH N Bd NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. t0 O 0) 0) O u (D 4X7 5X5 3X8 5X5 1 .5X4 5X9 6X4 4X5 6.00 6.00 —a— (A) 2-4-3 274-3 6.00 6.00 12 12 2.5X4 5X9 4X5 5X9 5X10 6X6 5X6 2X4 2K4 1-0-0 7-0-024-0-0 7-0-0 1-3 8 3-0-0 1 4-9-0 3-0-0 -25—11-8 38-0-0 OVER 2 SUPPORTS R-1847# W- 3.50' R-17594 W 3.50' PLT. TYP.—ALPINE SEGN-- 16014 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.1667 aLvlMc sMsa o F+oouCT; lre. TNuoas Mann EXTKK can DESIGN CRIT:TPI REF R235--6160 0 0 0 0 0 IMPORTANT**ort Mos ee ReFOMsIeLE Fa WARNING In rwwm% vacr)DM aro 0 0 0 0 oEvl•r1oM Front TMEEE s.Easlutlos a AM p[vl•TioM FROM sw/s.Q •Err-76-.00oN5 NOW*.uEwe •�,`�61�,.. eq�s TC LL 30.0 PSF DATE 03/29/91 0 o O o TMs■o 01 04 AM ranuME TO MOLD M TOM IM CEN FORINA E �MraMr ro MCa�Io►Tlvi-�*r71. �E ��.•.•' 1i1�`�.•.,- 0 0 0 0 WUN n( 'GOAUTr 57ANDW Oars•n M. N.M19 nos M93ON FOR AWITlarL WMAL Pow- ZP'4, � � '�';�.. TC DL 7.0 PSF DRWG HMSA235 91088019 0 0 0 0 •'s %~AC,nPW FMOM p ONE SALVANI p VOLNEW IPUG �140MOBi1rS. vacs osN WM ;.i N 34794 i .� BC DL 10.0 PSF HC—ENG FSO arN M I=moat M fumy M[awwrwas of AWN •••s arcs A. sow 7v Om cwLL W L•TV*Ulf arD:D M awr r COWAM Ms TO airy Fags AT E•Crr JONT NO LWAM Ml7M wvsw.r ATTACHED nrwoD�IEa7rgM6 o r= eMorr. EEumrc MIsrrs•M[•• rpMlMat vaps OMJrrla sEMn. sD1Tar CMOMD g7rr RISID CE713MP 0M EwC2Mi r °♦: TOT.LD. 47.0 PSF 0/A LEN. 38-0-0 o TRUSS o MUM sr•rorM CO PON MM •FRIGad FlprlsloME OF as matt"® a MOON. W M Y uES Tws -'.!�c�..,OR1�.•`��,ti.�.• DUR.FAC. 1 .33 •MOi uO ml OC73. Dulam W17M FIN FETAND Wr 7NEM0 LIERM. �fp fp•�•.•• 0 0 o O o o ,._m Tauas oLatE IMlTIWM MW-wrlarL Cara+OPMrIC•TUN PM WOOD COMMMCrIOM ',,p"�'»��'•" SPACING 24.0 TYPE SPEC-- ids: 16015 BOB SPITE #740 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 4.44 9.03 12.19 17.59 23.35 28.97 = BOT CHORD 2X4 SO. PINE #2 19% 33.35 37.71 n WEBS 2X4 SO. PINE #3 i9% BC X-LOC L-R: 0.29 1.26 4.26 9.08 12.08 17.69 23.35 c 28.85 37.71 N ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. -13 SEE ORWGS. 130 S 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. (A) SX4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ►u 8d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY N ERECTION CONTRACTOR. w w 0 O1 OD 0 0 N 5X5 2, 5X4 2.5X4 1 . 5X4 5X9 3X7 dr 6.00 6 12 S. 2X4 (A) ' 2443 (A) -3 �. 6.00 12 5X7 12 2 .5X4 5X8 2 .5X4 5X9 5X10 5X6 3X6 2K4 1-0-0 9-0-0 20-0-4 9-0-0 1-3 3-0-0 j(-9-0 -T-3-0-01-25-11-8 38-0-0 OVER 2 SUPPORTS R-18474 w- 3.50' R-17590 W- 3.50' P67-7-EYP.-ALPINE SEGN-- 16015 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE. - 0.1667 "�""�LLt we°N� Olmoucm I'c• ?NkX=ANOUIM 93MON CAR «••••• DESIGN CRIT:TPI REF R235--6160 Q Q c Q I= Q **IMPORTANT**H1NOT K N:IEWOrsnLF FM ORWARNING no ►owm EPWICN ANo ,.•`pN Q"'••,, o Q Q Q MnATI01 rMn Hats ERCIFINJTIPe a ANY WMATION wraN5.: •rT-Vs aw=wo row TNunse •N Q P1 �G .,B,p��,� TC LL 30.0 PSF DATE 03/29/91 C O Q TWO DEMIN MY?ARUs TD KMV Tia THM IN Y CPOQWM AND IIiP.00�TIV4-.TN11. it ��•:'��•%F l Q Q Q Q WM nE 'wALITY STANDWO NnW* BY 7K. &NNE TWO oEua MR AWITIOWL EPMAL PEMR- 4e.* � Z=_, 7C OL 7.0 PSF DRWG NCU�35 91088002 Q Q a Q AM WWAMPW FMN w &UM EALYA MO 1PUL ma WLt= E PW WaM+Ts. vasty oTMMW N 34194 • . o ALPI o OnvWK«art NEMNO IMMOOM a AM AA.s OPAM A. 00+t TDF CHM SWLL W LATENa1T OR%= �•• � BC DL 10.0 PSF HC-ENG FSO AIRY wMCTIM TD @M FARE AT EAP1.HINT AM LWAM LAPIN PIo/RY ATTACHM 11ngw IRATWNK Q Q Wow. EEANne NpDTNi AHE A•roNiNAt IIIILEt ONENrtac srONw. IP7iTW Pao vtTN WENID o:n INw aN NNucve t, •. ORjOI;.•:y♦r TOT.LD. 47.0 PSF 0/A LEN. 38-0-0 TRUSS oEEaw SIAIOr COWOW V31% AFRICMU P10r2lfONE ar As M=n® w OMM. w NQT U[T+nE '•.,c�' �'��;.: DUR.FAC. 1 .33 ea ANp mt PCT). OMW#IQTN IPM NETA+orrt MATED LUMEN. '••., Rfp•E .` , c Q Q Ca I= N= .--m -TRAO PLATE INETITM NM-WTIPYL lZOW4 a6QrIC&TIP+FON V=coemIcnw '„'•'• SPACING 24.0' TYPE SPEC-- JUB:' 16016 BOB BRITE #740 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY 1'A!JSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X—LOC L—R: 0.29 4.44 11.03 16.33 21 .57 26.97 32.35 Z BOT CHORD 2X4 SO. PINE #2 19% 37.71 0 WEBS 2X4 SO. PINE #3 19X BC X—LOC L—R: 0.29 1.26 4.26 9.08 12.08 16.33 21 .67 25.85 32.35 37.71 to ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. m SEE ORWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. (A) SX4 "T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH N Bd NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. Q 0 CD O) 0 N 5X5 3X8 1 . 5X4 5X9 2. 5X4 4X12 6.00 6012 6. (A) 4X5 (A) 2-4-3 2-4-3 6.00 6.00 5X7 12 1 .5X3 3X8 5X6 4X5 5X9 6X6 5X6 2X4 2 4 1-0-0 11-0-0 16-0-0 11-0-0 1-3 8 3-0-0 4-9-0 .13-0-0125-11-8 38-0-0 OVER 2 SUPPORTS R-1847# W- 3.50" R-17594 W- 3.50' PL-T: TYP.-ALPINE SEON-- 16016 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE No 0.1667 0 0 0 0 0 **IMPORTANT**�"�tevolDwoen Praoucrs K '��"�`"`T ` DESIGN CRIT:TPI REF A235--61604 0 I a .Mor K omomml Fal WARNING aI wwDLlt� ENECIIOM Af0 •••••'••r, 0 0 0 o ...... 6'° TC LL 30.0 PSF DATE 03/29/91 oEYSAno/nvl nsw aEannTloNs a ANT oEYlmw ames/a.e •wn-w•.an�e��s Amo T�uae �r• 0 0 0 o "ON 11MON 011 ANY P&XUNL 70 PILO THE TOM IM CORONIOKL COEMTAMY NO 06004MOLTIaIs-ml. at • �� q 0 0 0 o VM m 'OWILITY SIAwua WW VT Mn. LLFINC CMaCMW THIS EMON FON AWITICNAL SPWAL FEANA- i Q`ttt ;�s`, TC DL 7.0 PSF DRWG HMA235 91088012 0 0 0 o AR MM/ACWM MMM n WIC[ i+LYYaMW VOL NONr WWCVN N[PII®iRs. INLET OTIIENVIR OII MIN DOOM IEmMe MESIIII V"$OF /x TN AAs GROM A. ao1K TW CHIM SHUL K LAMBUY GUM t�� • BC OL 10.0 PSF HC-ENG FSO AFFLT OONlL70li TO SOrM/AQS tT EACN JDW1 A10 LOCA7S =00=1V ATTApEO R7T1000 aRATMIME, C= o % ? TOT.LD. 47.0 PSF 0/A LEN. 38-0-0 C= TRU$$ o nal«. EE.MINa Mlarls.a[�• MauMEL ua�s o»tarlME EMDw. 7N Naalo c�naNs a nuelNc 's pP .�ORt�! 'rte ataw S7A04W= Calor WRM MMSC NU PMVISIONS Or AS a mrl= a/ Oma+. W NOT UEC"" C' •.. ...• t DUR.FAC. 1 .33 Alas me+m m". OESISN um FINE METAfo.NI TNEATEO LUlEM. fa ft�•� ' SPACING 24.0' TYPE SPEC-- CJ o o C7 o G7 —m "TOLNE HEATS INVITM NOM"f"TIarL MSIBN SWOrICATIW Roo%VW CONETCI n011 . . ^ �N � 1SD6 8O8 8�lTE ��UMES ' l�CPL�N l52� S� FT FLUK151 PNENSY [fFlClFNCY COO[ FOR OU1LDINU CUNATRUVTI0N Compliancs Pro3P** Ooandnno1al Pu � n� S�stem Methoa Version jan"arY, � 9g1 Jep'srimaki Commun1ty Affanrs Jenepstnd by E9131 and submitted in lieu uf Fo`m 900-A-q ! T|flS COMPLIANCE FORM 13 YALlD lF SC8KlTK� AFlER jANUARY -------- -- ----' PRIjK7 NA�f M�� | �E3MlT7INC &F7 21 AMU ACDRESS � ' | --------�-' - --^~'~�--------- --- — ZDNE , ------------------~—`= - ---- i --- ---- -----' BUILDER ' PERMIT NU . : 0WNEk | JURl5OlCTION NO. - ONION ENT J' -0M0NEMTOlMENSlUN VALUERATING VALUE ; OFFlElAL 3XVVKL] 9, STRUG rCRF TYPF Single-Fam0y PR2UUMlNANT EYE OVERHANG Lengti . � ' OC -------- -------- ?ORCh CVEKHANG LenQLh � 8 �O -------- - ------- WINDDN& -------- �------- Double 00m. Tooal Area P31 OO 0 ! Yerzlna� Cless To16l Areu 217 , 0C -------- -------- A ! ! Skylight Glass Total Area ' UO -------- - ------- WALLS -------- -------- Ext Wood Frame Ar�� lk-Vml : � lUU Adj Wood Frame Area . 1 : 1 00 k-Yml l | OC -------- -------- D00R3 -------- -------- &uC Won"J �.`e* � 7 ) GO -------- ------- 4dj Wou� Area � - CEILlNQS -------- -------- FLAT Under AUio Aram . Kqn to A Vol 30 CU FLA! UKKer AUt ) w 4pea � lU0 , D8 R-V0 ' � � O� -------- -------- FL(�()RS -------- - ------- S >ab-on-wrado >erimetarK-Val . UO D�CT[ -------- -------- Wwond ' Llcned Spans Len�th ALL R-V& 6 ' 8O C8OLlNr` Cestrol A/C SEER , HEATlNC --------Heat Pump PumP HOT NATEQ [leciric EF ' 80 8ed,000's � 3 OC -------- -------- lNFlLTRATluN -------- -------- Dqndft1oned Klopr Area : !`rao ' U0 AS HUILT POINTS / 8ASb POT= p lOU = [Pl 29 , 34706 2q , 9Q0 , v� q78� � GLASS TO KLO0R &PEA RATl0 151 � *v PRE3C�lPTlYE N[ASCUS {Husl bo mat or exeeded by oll reyijen:os) ==============================================================================` COMY0N[NT5 3�CTl0N RF0UIUMENlS W= I-�- —= 12 �== 7=� ?=- � : �� NlN00WS 104 , 1 916Vmun o| 8A0 CFM Ver linear / oot of operable sash oPao k ------------'------ -------- --------EXTERIOR MdAi'mum Maxfmum of U 5 UM per sq . Ii of door eresKoludeu ADJACENT 9000� slWing glass doors , solid more , wood panel ` fnsulated , or glass docrs Only , EXIERIOR jOINTS JOlNTS Q04To be caulknd , Qasketed ' weather stripped or otherCRACKS sealed ' NATER HUTERS 904 , 2 Must boar label indicating compliance w/ASHRAE stan6- drt gC or comply w= effimenoy and aoandUy \ oys pa' Au1remenos . 3wiCnh or olearly marked cfrcujt breeker (eleoipic ) ' op cut -& F (gas ) most be provided . U external or buYlt qn hemi crap must bo provided , SNlMMlNG PO0iS 104 , 3 pools most hava covers (except sn10r & SPS',, heaLed ) - Non-commerciul pools must have a Pump wimp, �as sVa � ool >eILe's must have m1nimom therool efficienay o� 78 --------------------------- --- - HOT WA! Ek NATEk 304 . < lneula0 <u: n�e required only for uecirou ) at1nQ sysLems �lF1ES in such cases , Piping heM loss shall be limited Uo 17 . 5 UK/H/Linear FV of pips SOONER HEADK 904 5 WMer flow m:sl ba rastrictej �w no more thar 3 Qa ! ' ions per minote ah 80 PSlG ' |�V�C DUCT 903 ' 2 Constr:zwd in acnordance w0h -industry ytandarda � ( UNSTRUcTl0K 9040 locol menhamoal codas Ducws 1n 6noo:dft wnew Sy6cs wusL �e . nsulmked to m7nimom R-4 ' 2 & joints must �e sea le� MVAC CONTROLS 004 7 Sepo,- ie reuj0y aooesviYe munuol or 6u�omot �' ihermusta\ for each systam , lN5ULATl0N 904 , 9 Cuflf:Qo minimum R-lQ . Common Walls - Frame P I or� VI0B X- 3 Fran/a Common Cn ; lInQs & Floors K-Y 11AFT17RATl0N RPDUCOWN i`RICTICE COMPLlANCE CK[OKLlST *� COMPOMENT� R��UIR�MEN�3 PRACTICE C2 Comply Wilk, Pracnca 41 and ihe following . V& an walls Floors Tap pldye sealad in! Tltratno ba/`rler insmVadSON plate/fluor jofot cauMeC or seOec Exterior Nallo � [`enetruifo.�u ' jofnvs an6 zranks on inWrfor yurfac� Ceili �yu caulked , sealed , onG gusketec� DuciNorh J:ctwori` i : .n '-'oned sPa':e must be yeeiuJ - "Irepinces EquippOd wiLh uuOside uombust1op oir ' doors ' a:z "Aa Jam;ers Exhou* t Fors Lqufppeq wiih dmn/perS uom6uation devices saw 803 ; (� } Comhwlwn Applimneu Provided wa( h outoide �om��otion mi / v*A* 1**at*v****I Ito 4 0 00 1 1 & VA kwh**** To HAS[ M-DUP ! M ASK---- j R 1 E N ARFA R&PM Pows is QU NP 1 EN AREA SPM 52F P 0 1 N T 25 00 5 A q3 G56 40 c 38 , 3 62 1CS7 50 1 Aq , 3 7 9 L 24 oc 71 7 q 1 P OHL C! P F 71 ? 20 4 ML C! R 79 7 172 S as 00 ub 2 al 77 6 PSL m R 2, 0 35 2 j 9 24 0 36 2 9 1 1434 2 31 0 1 7 2610 A M ELK A 2a 0 79 7 99 1 5 1 7!:�l 7 L COW 70TAV Y APA UnASS A R G iX AREA nACTUP POINT5 P0013 PA i N 7� 7 02� oc M 05 G P 546 jU 2 624 05 1 0 bwq Q ARFA 35PM POINTS 1 Y P N VAL UF ANCA 3PM PwNY� AALLS - - - - - ?IQ 1143 . 0 9 102s . 7 nxL Wood Fnmvp ; ' 430 70 1141 , AW� 1 V G j 1 2 b 7 Adj Wood [row vu 2 u tAt 21 . 0 i 1 12Sn 1 AV wond 2 1 u b 10 lop Ad, 9 Q 2 4 h . 6 AQ W 2 4c CEILINGS- --- ---- - UA 526 ' D _ u 1 in , 5 -nor AVit A,: jo 1 1 5 0 d 0 50 Undivin Y t V 0 ou c 1 c 1 0 1". FLOURS —- -- -- 4 1 b ? so 2 -37 0 QR60 0nn- Qwm& D Ro o -a 20 in TN� ILI HATIM - 0 . 3 Mon 0 F" 525 . 0 R , 00 12200 TNTAK 4UMMOR PO IN M,"� 10 , 70w . s ' VOTAI SYSMM WUM iNs 0 M CAr QU�T 5YUMM PNLV 1 VM M� SUN PTG MPUT PSTNTS cum-or wQ ; u MUM muV MLI pu :47� 20 , 00c 79 02 M , 487 . bil K , 7U� 5Y OC 1 lot . 255 vooc 7 , 371 4 ::, ---- ---- '- --------- -- -------- ---- - -- ----------- ---- ----------------- --- -- ---- -- ------- -- --- ---- -- - -- -- - - - ------------ - -- - - ------ ---- -- -- �n Az =roance with 6ecM . 807 1 . Skeview of tha plans W spec� f , nmLioc� I Meraby oErkify iho ; the plan" -00 covFred by Ms calcuiunon lnd1uute� npeWiffcdtWns cnve,ed KY Ma cOlco - . oompliense wAh 1hc Ncr ; da vnaruy laLio: z r o �n CompIfmroe with Lhn \ Codc3efor: c:nolruOto: y COMP in, ec Florida EnerQy Code ' . ihis 5uTld1c; will be nspecLed Wr | Uomplianau �: a000rdancu wKP 5e0/ ' o: ' S63 gOO F S O�NEK -------------------- 0 A YE ___________________DATE _________________________________ A& SPIKY j R T n N AQUA RNPM POINT5 Typj 3 C ON I E N ARFA WPM WOF 1 N ---- - - ---- - - C E 2a CC 2 CL k 0 9 c - 9 T 51 54 3 40 ob 204 1 3sw y OPL VL n ;s 24 0 21 4 on 4 j P! 24 0 -39 4 96 -553 joA b DOI 2 pq 9 0 -0 2 55 54 0 73NO , R T&TA! 51 ASS Anj OLASS ADj CLASS A L A A R F AREA FA�TGR POINTS POTN-P P 0 f N --------- -- 0 1 425 OG 2i 1 00 C 067 CC 3v j 4 . b ARFA OWPM 00 (NTS r y p M AAKL5 xxt 1 143 0 ? 2 V 14 U Wcod Frame - D : 43 U j 7C 4229 Adj 1 81 j V b 65 7 5 Adj Wnnk � row 1 1 0 1 5 1 c 3 5Q 651 DOORS-- TAt P 0 1 2 3 ?58 A Tx! wo"c! 1 0 12 30 0 so 21 s CEI L jNcs- UA 1526 0 1 2 1931 2 Undop ALt 30 . D 1594 0 20 1 1v Under A 19 ' o 0 0 0 2 00 200 cLooRw - -- -- 502 0 Slah- on 0 180 j 1 8 8 0 4 TNFHTWATT0N ------ - 525 . 0 7 4 11 28S 0 P n t a 4 525 0 7 . 40 1 9V OTAL NIVER POIND-, TOTAK SYSTEM HFATIN3 =An CAP UUCT SYSTEM CREDIT - HFAITN,� WIN pfs mu� T plo LN Is I ov P4 a N A T 1 U Muhl Nw1 MUL 7 PC 1 N T 17 , 40 83 55 AU , 09j . b4 1 21 , 704 , o4 1 . 0C 1 . 104 10 , 611 AW f A HEAT VN(,, YA3E AS 30 1 k T 7ANK VGLUMP K "ANK MUIT SPHDIT -PTA! R WJ RA F 1 7 3803 0 KOK Mun 1 . 00 w, UMMAR, 0AW ;MATMG MW WA ...i'• 701AK GOM TNG HKAUNG HBT WATFR TO 1 M, VW f to 7n; to : b PA IN M - CA) i to ! K HIMIS F&D 1 oil S PI) 1 N TS ----- ------------- - - - 7377 . 5 1081W 11159 ' s 20 , 341 W 85 SN : 1586 BOB BRITE HOMES, INC. PLAN 1525 SQ. FT. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING. CONSTRUCTION Section 9 Compliance Program -- Residential. Point System Method "Version 1 . 0 January, 1881 Department Of Community Affairs Printout generated by EPI91 and submitted in lieu of Form 800-A--91 THIS COMPLIANCE FORM IS VALID IF SUBMITTED AFTER JANUARY 1 , 1891 PROJECT NAME: SEL Vi4 LvK S I PERMITTING OFFICE:: /DE 6�117- I_ _ AND ADDRESS: _ T4lG_A A // �� I LT 20 _ L/,VKJ�,OtE ��,� E,4ST II CLIMATE ZONE : 1 __ Z_ _. __ ____. BUILDER: ¢1w„y a T -A6A-fd[$-AVI PERMIT NO. . OWNER: I JURISDIC'T'ION NO. : COMPONENT : DIMENSION : VALUE: RATING: VALUE : OFFICIAL CHECKLIST STRUCTURE 'TYPE: Single-Family PREDOMINANT EVE OVERHANG Length: 1 . O0 ________ -------- PORCH OVERHANG Length: 8 . 00 -------- -------- WINDOWS Double Clear, Total Area 231 . 00 All Vertical Glass Total Area 231 . 00 All Skylight Glass Total Area . 00 WALLS Ext Wood Frame Area : 1143 . 00 R-Val : 11 . 00 AdJ Wood Frame Area : 181 . 00 R-Val : 11 . 00 DOORS Ext Wood Area : 21 . 00 AdJ Wood Area : 19 . 00 CEILINGS FLAT Under Attic Area : 1594 . 00 R-Val : 30 . 00 FLAT Under Attic Area - 100 . 00 R--Val : 19 . 00 FLOORS Slab-on-Grade Perimeter : 180 . 00 R--Val : . 00 DUCTS Unconditioned Space Length ALL R--Val : 5 . 80 COOLING Central A/C SEER: 9 . 60 HEATING Heat Pump HSPF : 70 E•1O1' WATER Electric EF: . 90 Bedrooms : 3 . O0 INFILTRATION Conditioned Floor Area : 1525 . 00 Pract : 2 . 00 A5 BUILT POINTS / BASE POINTS 100 - EPI 29, 347 . 66 29 , 890. 33 97 . 86 GLASS TO FLOOR AREA RATIO - . 1515 e In Accordance with Seca 553 . 907 F.S. . Review of the plans and specifications I Hereby certify that the plans and covered by this calculation indicates specifications -covered- by this calcu- compliance with the Florida Energy lation are in compliance with the Code. Before construction is completed Florida Energy Cade. this building will be inspected for compliance in accordance with Section 553 . 008 F.S. r OWNER/AGENT- .............. BUILDING OFFICIAL -------------------- DATE: ___________________DATE � �� DATE ,________________________________� T* a ** PRESCRIPTIVE MEASURES (Must be met or exeeded by all residences) ** COMPONENTS SECTION REQUIREMENTS WINDOWS904`1Maximum of 0 . 34 CFM per, 1_inear foot of ,operabl.e sash 'crank. EXTERIOR& 904 -- r- a. 1`y! Maximum of 0 . 5 CFM pet', sq . ft . of door area . Includes ADJACENT DOORS sliding glass doors , solid core, wood panel , insulated , or, glass doors only. EXTERIOR`JOINTS 904 . 1 To be caulked , gasketed , weather stripped or other- & CRACKS wise sealed . -------------------------------------------------------------------------------------------- WATER HEATERS 904 . 2 Must bear label indicating compliance w/ASHRAE stand- ard 90 or, comply with efficiency and standby loss re-- quirements . Switch or clearly marked circuit breaker (electric) , or, cut--off (gas) must be provided . An external or built in heat trap must be provided . SWIMMING POOLS 904 . 3 Spas and heated pools must have covers (except solar & SPAS heated) . Non-commercial pools must- have a pump timer . Gas spa & pool heaters must have minimum thermal efficiency of 78 HOT WATER 904 .4 Insulation J,$ required only for recirculating systems PIPES In such cases , piping heat loss shall be limited to 17 . 5 BTU/1-1/Linear Ft . of pipe. SHOWER HEADS 904 . 5 Water flow must be restricted to no more than 3 gal-- Ions per, minute at 80 PSIG. IIVAC DUCT 903 . 2 Constructed in accordance with industry standards & CONSTRUCTION 904 . 6 local mechanical codes . Ducts -in unconditioned space must be insulated to minimum R-4 . 2 & ,joints must be sealed . HVAC CONTROLS 904 . 7 Separate readily accessible manual or, automatic thermostat for each system. INSULATION 904 . 9 Ceilings minirnum R-19 . Common Walls -- Frame R- 11 or CBS R--3 . Frame Common Ceilings & Floors R-11 . T* ** INFILTRATION IZEDUcl-iON PRACTICE COMPLIANCE CHECKLIS•1' ** COMPONENI-S REQU I REMENI"S PRACTICE 42 Comply with Practice 41 and the following . ----------------------------- Exterior Walls & Floors •Fop plate penetrations sealed . Infiltration barrier installed . Sole plate/floor, Joint caulked or, sealed . Exterior Walls & Penetrations , Joints and cracks on interior surface Ceilings caulked , sealed , and gasketed . Ductwork Ductwork in unconditioned space must be sealed . Fireplaces Equipped with outside combustion air , doors , and flue dampers . Exhaust Fans Equipped with dampers . Combustion devices see 903 . 1 (f ) . Combustion Appliances Provided with outsides combustion air . T� W W W W W W W W W W W W W W W W W,y YW WW WW WW WW LLLL WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW W WWWWW yy WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WWWWW WW WW WW W WW WW T T T T T T T T T T T T T T T T T T W T T T T`T T T�T T T T T T T T�T T T�T T T T T T T T T T T T T T T T T•T T T T T T T T T T T T T T W T T T T W T T SUMMER CALCULATIONS -_- BASE --- --- AS--BUILT --- GLASS-----.---.-_�_____ � ORI EN AREA x BSPM = POI&S TYPE SC ORI EN AREA x SPM x SOF = POINTS N 126 . 00 38 . 3 4825 . 8 DBL CLR N 30 . 0 38 . 3 . 93 1066 . 9 DBL CLR N 40 . 0 36 . 3 . 69 1057 . 1 DBL CLR N 56 . 0 38 . 3 . 69 1479 . 9 E 24 . 00 75 . 7 1912 . 8 DBL CLR E 9 . 0 79 . 7 . 87 626 .-4 DBL CLR E 15 . 0 79 . 7 . 94 1122 . 1 S 48 . 00 66 . 2 3177 . 6 DBL CLR S 24 . 0 66 . 2 . 91 1439 . 2 08L CLR S 24 . 0 66 . 2 . 91 1439 . 2 W 33 . 00 79 . 7 2630 . 1 DBL CLR W 24 . 0 79 . 7 . 95 1812 .4 DBL CLR W 9 . 0 79 . 7 . 87 626 .4 --------------------------------------------------------------------------------- . 15 x GOND. FLOOR / TO'T'AL GLASS = ADJ . x GLASS - ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1 , 525 . 00 231 . 00 . 990 12 , 546 . 30 12 ,424 . 09 10 , 669 . 62 NON GLASS---------.---- � AREA x BSPM = POINTS TYPE R--VALUE AREA x SPM = POINTS -------------------------------------------------------------------------------- WALLS---------------.- Ext 1143 . 0 . 9 1028 . 7 Ext Wood Frame 11 . 0 1143 . 0 1 . 70 1943 . 1 Adj 181 . 0 . 7 126 . 7 Adj Wood Frame 11 . 0 181 . 0 . 70 126 . 7 DOORS----------------. � Ext 21 . 0 6 . 1 128 . 1 Ext Wood 21 . 0 6 . 10 128 . 1 Adj 19 . 0 2 .4 45 . 6 Adj Wood 19 . 0 2 .40 45 . 6 CEILINGS-------------- UA 1526. 0 . 6 915 . 6 Under Attic 30 . 0 1594 . 0 . 60 956 .4 Under Attie; 19 . 0 100 . 0 1 . 10 110 . 0 FLOORS---------- ---- Slb 180 . 0 -37 . 0 --6660 . 0 Slab--on-Grade . 0 180 . 0 -41 . 20 -7416 . 0 INFILTRATION----------- 1525 . 0 8 . 0 12200 . 0 Practice 42 1525 . 0 8 . 00 12200 . 0 TOTAL SUMMER POINTS 20 , 208 . 79 18 , 763 . 52 TOTAL x SYSTEM - COOLING TOTAL x CAP x DUCT x SYS'fiVM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS 20 , 208 . 79 . 42 8 ,487 . 69 18 , 763 . 52 1 . 00 1 . 104 . 356 1 . 000 7 , 377 .48 kk** IcycIc****�Ic�c�Ic�kkHek�kkK�Ic�k:K�IcHe�lc�lc�k%kAc:k********%k.k:k:kykk%K�k�k>Y.:kak�k�c�Ic>K�K>k.kic:kalc�k�cic:k�k�kAcic�►c��1=:k.k�k�k* WINTER CALCULATIONS 13ASL ---_ ( --- AS-BUILT --- GLASS-- --------_____ ORIE14 AREA x BWPM = POINTS TYPE SC ORI'EN AREA x WPM x WOF = POINTS -N 126 . 00 7 .. 3 - r -_--- -- 919 . 8 DELL CLR N 30 . 0 7 . 3 1 . 11 242 . 0 DBL CLR N 40 . 0 7 . 3 1 .48 432 . 2 DGL CLR N 56 . 0 7 . 3 1 .48 605 . 0 E 24 . 00 --9 . 2 -220 . 8 ( 08L CLR E 9 . 0 -9 . 2 .65 -54 .-1 DBL CLR E 15 . 0 -9 . 2 . 82 --113 . 1 S 48 . 00 =28 .4 --1363 . 2 DBL CLR S 24 . 0 --28 . 4 . 96 --653 . 2 DBL CLR S 24 . 0 --7.8 .4 . 96 --653 . 2 W 33 . 00 --9 . 2 -30:3. 6 DBL CLR W 24 . 0 --9 . 2 . 84 -186 . 2 DBL CLR W 9 . 0 --9 . 2 . 65 --54 . 1 15�x GOND .--FLOOR / 'TOTAL GLASS Y ADJ . x GLASS - ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS . 15 - 1 , 525 . 00 231 . 00 . 990 -967 . 80 --958 . 37 -.434 .66 NOPJ --- AREA x BWPM = POIN'TS 'TYPE R-VALUE AREA x WPM = POINTS Ext 1143 . 0 2 . 2 2514 . 6 Ext Wood Frame 11 . 0 1143 . 0 3 . 70 4229 . 1 Adj 181 . 0 3 . 6 651 . 6 Adj Wood Frame 11 . 0 181 . 0 3 .60 651 .6 DOORS-----____-__._.___ Ext 21 . 0 12 . 3 258 . 3 Ext Wood 21 . 0 12 . 30 258 . 3 Adj 19 . 0 11 . 5 218 . 5 Adj Woad 19 . 0 111 . 50 218 .5 CEILINGS-------------- � UA 1526 . 0 1 . 2 1831 . 2 f Under Attic 30 . 0 1594 . 0 1 . 20 1912 . 8 Under Attic; 19 . 0 100 . 0 2 . 00 200. 0 FLOORS_______________ S1b 180 . 0 8 . 9 1602 . 0 Slab--on-Grade . 0 180 . 0 18 . 80 3384 .0 INFILTRATION----------- 1525 . 0 NFILTRATION---------•--- 1525 . 0 7 .4 11285 . 0 Practice #2 1525 . 0 7 .40 11285 . 0 'TOTAL WINTER POINTS 17 ,402 . 83 ( 21 , 704 . 64 TOTAL_-x� SYSTEM- - -HEATING TOTAL x CAP x DUCT x 5YS'Tw x CREDIT = HEATING WIN PTS MULT POIN'T'S COMPON RATIO MULT MULT MULT POINTS 17 ,402 . 83 . 58 10 , 093 . 64 2 '1 , 704 . 64 1 . 00 '1 . '1 04 .451 '1 . 000 WATER I-IL•""•ATING -- BASE --- --- AS—BUILT NUM OF x MUL'C — TOTAL TANK VOLUME EF TANK x MULT x C.REUIT _ TOTAL BEURMS RATIO MULT --------------------------------------------------------------- 3 3803 . 0 '11 , 409 . 00 50 . 90 1 . 000 3713 . 7 1 . 00 11 , 158 . 00 SUMMARY --- BASE — --- AS—BUILT --- (TOOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER 'TO'fAL POINTS + POINTS + POINTS — P'OINT'S POINTS a POINTS a POINTS — POINTS 8487 . 7 '10093 . 6 11409 . 0 29 , 990 . 33 ( 7377 . 5 10811 . 2 11159 . 0 29 , 347 . 66 * EPI 97 . 85 + I , ENERGY DATA SHEET FOR JACKSONVILLE, FL. NAME . •SMEs 1N� DATE /ZA7/ JOB ADDRESS LOT 2o EPI 1. Type insulation in walls j�Z` 44 TT-S R Value .LL. 2. Type insulation in ceilings Batt R Value Loose Fill ...R Value 30 Sky Lights Sq.Ft. Knee Wails I Sq. Ft. --Note:No loose fill Insulation will be allowed on sloped ceilings or ceiling areas considered Inaccessible.. 3. Type Insulation for wood floors. R Value 4. Concrete slab edge insulation ? R Value 5. Insulation R Value around ducts In conditioned space 6. Type heating system fleiq I �q M Z) HSPF AFUE 7. Type cooling system ? Or Q SEER _9� 8. Type hot water heater? P�,� leC _ Ef. ' d ,Heat Recovery Unit Solar Dedicated Heat Pump 9. Type glass in windows and doors�r SDC DT SC ST 10. Type exterior doors? 11. Are the dimensions of all windows and doors shown? If not , provide this Information on a floor plan,elevation or in a schedule. 12.Size of the roof overhang? I J 13 Ceiling fans in all bedrooms and primary living areas? N 14.is a multi-zone A/C system to be used? La 15.Cross ventilation in main bedrooms and primary living areas? /V 16. Is the building oriented on the plot plan with a compass direction ? If not, draw in on the plot pian. 17 Is there a whole house fan (attic-type fan with CFM Rating of 3X the conditioned floor area)? 18. Infiltration package # 1 J # 2 _ # 3 19. Attic Radiant Barrier? (See 9-E), I certify that the above is the correct data used to calculate the EPIon the ner For sub tied,and will be incorporated in the subject job. Signed: AI ENERGY DATA SHEET FOR JACKSONVILLE, FL. NAME DATE dA//Z/7 Z JOB ADDRESS LDr 204/ GNKS/OE- iyNIT EPI ` Cf 1. Type Insulation In walls 44 r7S- R Value _ 2. Type insulation in ceilings Batt R Value - 30 Loose Fill R Value 30 Sky Lights Sq.Ft. Knee Walls Sq. Ft. —Note:No loose till insulation will be allowed on sloped ceilings or ceiling areas considered Inaccessible„ 3. Type insulation for wood floors. R Value ' d 4. Concrete slab edge insulation ? R Value i Q 5. Insulation R Value around ducts C 7 in conditioned space 6. Type heating system C HSPF_1J 5__ AFUE 7. Type cooling system ? SEER 8. Type hot water heater?' ELS le�_. Ef. 9 Heat Recovery Unit Solar Dedicated Heat Pump 9. Type glass In windows and doors DC DT SC ST 10. Type exterior doors? �+ 11. Are the dimensions of all windows and doors shown? if not provide this Information on a floor plan elevation or In a schedule. 12.Size of the roof overhang? 1 y 13 Ceiling fans In all bedrooms and primary living areas? N 14.Is a multi-zone A/C system to be used? 1) 15.Cross ventilation In main bedrooms and primary living areas? /V 16. Is the building oriented on the plot plan with a compass direction ? If not, draw in on the plot plan. 17 Is there a whole house fan (attic-type fan with CFM Rating of 3X the conditioned 1119pr area)? -�—=- 18. infiltration package # 1—1 # 2 # 3 19. Attic Radiant Barrier? _ n (See 9-E)• I certify that the above Is the correct data used to calculate the EPI on the FnerglyFosub tied,and will be Incorporated in the subject job. L ?I ' Signed: CITY OF ATLANTIC BEACH s j 800 SEMINOLE ROAD r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 09-00000437 Date 4/01/09 Property Address . . . . . . 1114 E LINKSIDE CT Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------------------ ------------- Application desc 13 fixtures ---------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- LOPEZ, LUIS C.W. WOOD PLUMBING 1328 ROMNEY STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 744-6604 ------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 126 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/28/09 -------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ------- Permit Fee Total 126 . 00 126 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 126 . 00 126 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 09- I I I I I 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 7 OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US PLUMBING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: / 2.IS THIS A SUB PERMIT: 3.DATE: Cj L- .I'I�S. �e G / - ❑YES PERMIT#: PROPERTY OWNER: 14.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: /1/I�. �- /►/lis. 4-0)20-z. PLUMBING CONTRACTOR: 7.NAME OF COMPANY. / 8.ADDRESS.: 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHONE. 11.FAX NO.: 6'k,-6vs 7 4 9 7 s 3 - 3 -/73 v 12.EMAIL;ADDRESS va /'Z /3G//sa y J�•� '3.OFFICE P-7 14. �L/ - 6&0'-/ Appli✓caYtion isherebyherebyc/made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time afte /r-k is commenced. CONTRACTORS SIGNATURE: �i N✓V W 15.NATURE OF WORK: jib. 17. 18.CURRENT CODE: ❑ NEW ❑'O6 FLORIDA BUILDING CODE- ,XrRE-PIPE PLUMBING ❑OTHER: 19.NUMBER OF FIXTURES: BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN Z WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER 3 LAVATORY URINALS LAUNDRY TRAY OTHER(SPECIFY): ROOF DRAIN 20.PLUMBING PERMIT FEES: PERMIT ISSUING FEE: $35.00 �J TOTAL FIXTURES: /3 x $7.00 (PER FIXTURE) + $35.00 = /Z to BLOG03 Permit Applicatiion Plumb:12/18/2008